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HomeMy WebLinkAboutPermit D01-156 - FOSTERVIEW ESTATES - LOT 30FOSTERVIEW LOT 30 D01 -156 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0300 Address: 13727 43 PL S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: Gas /Elec.: UBC: Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 30 Phone: 13727 43 PL S, TUKWILA WA 98188 OWNER DUJARDIN DEVELOPMENT CO Phone: 425- 334 -5018 PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425 - 641 -5320 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ** k ** * **** k* kk* k****** k*** Ak* kAA* kkA** 4*k k* kA* IcAAAkk4 4k *k *4kk *k* * *k* * * *4Akkk *kkkk *Ak Permit Description: CONSTRUCTION OF A NEW 1,849 SO FT SINGLE FAMILY RESIDENCE, 637 SO FT ATTACHED GARAGE AND 192 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: * * k k *k* *k** *k * * *k* ** * * * * ** kit* A* A* 44 kkk kAkkA* kAA khkkkkk Ak *kkkk4AAAkk *kkkkkk.*AAkk *kkk4 Construction Valuation: 4 174,603.12 PUBLIC WORKS PERMITS: k(Water Meter Permits Listed Separate) Eng. Appr: 335 Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 381 Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension;: N Private: N Public: N fir A * * * * * *** k* A A ** k A*** k k A k ** Ac k** k* A A A k A k A* * ** k** k* k k* A k k A A A k A k k A* '* A A* *** k A k A A A* k A A A A A TOTAL DEVELOPMENT PERMIT FEES: $ 1,612.75 ** A k A*** A * ** A A A A* A * * ** A* *AAA * A* A k k A A k k* A k ** 'A * k A* k k* k A A A A A k A A A k** A A A A A A A A A .A A A A k k A A A A A Permit Center Authorized Signature: DEVELOPMENT PERMIT a A (206) 431 -3670 Permit No: D01 -156 Status: ISSUED Issued: 07/16/2001 Expires: 01/12/2002 DWELLING 1997 NIA .0 Date: 1 2 14 r1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain ths developmen Na . Signature. _ =_'�. " ._ '� Date .C2 I This permit s h a l l become n u l l and void if the work is not commenced within 180 days from the date of issuance, or if the work is sspended or abandoned for a period of 180 days from the last inspection. OF TUt WILL. .address. 13 PL Permit N: 1.:)C-1': Sui Tenant: 2tat-7: Type: DEVPEPM Parcel *. 261200-0300 .T..rzued: e*Okk4 k.4k$1,1•60t kAiw 4 * * 4 4 4 * 4 4 .4 4.4 4 r .4 it 44444444444 44 ki 4 t I 4.444 & 4. Perm t Condi t ions: I. No change: will be made to thc unless Engineer and thtl . Enelineered truss drawings and :alcHat'on3 shalt c,n and available t: the builinQ inspectcr purposes, C':uttn! h1 btlar the seal and :tlnatuce Wa:hington State ProfessionAl En9ineen. 3. Any e. insulation: bac material shall F!awe Spread Patinq of 25 or les:. and material :hall t.ti.,:tr showinfl the fine peforltance 4. All construction to b done to conimance with appc. plans and requirement: of the Unfofill EditiOn) as amended, Unifoi Mechanical , .lode 41.)7 and Washington State Energy Ccde (199 Editi 5. Plumb permits :hall be o*,..tained th,.c,ugh the 2eatt County Department of Public Health, 'Plui.,;hinr will pe inspected by that agency. in:luding cia: t296 6. Notify the it of rui.wila ?uilding :)tvi:too placing any concrete. This pco,:edure 12 ft .:1 requirements for spectal insoettiPn. 7, All wood to remain in oIac.e0 conccet shall be z.,'eareJ wop6. Validity of Permit. The is:oance of a permit plans, specifications. and ;:omPutations :hal: n trued to be' ,. permit for, an approal of, any v.olat,.it of any of the provisions ol the taiIdina code. ac of other ordinance of the iurisdiction. No perotit presuming 9tve authority to violate or cancel the ptovisi ot c.his code shall be valid. 9. Electrical permits shall be obtained th; the Washington State ftivision of Labor and Indus:tries and a;l etectioal wor1; will be insPetted by that agency 1•. There shall be 11,2 c.ccupan of the puildingts tnitil the final inspection ha: been colipleted Pv the Ti_owila Inspector. 11. All mechanical wort, :hall be under sebacate pe; the City of TuLwila. 12. All permits, inspection records. and appced plan: shal! te available at the job site orior t the :tact of ary struction. These document: to be loint,Alid it.:,:c1 3toie until final inspection approval is 1:ranted. 11. Contractor shall notify Puoltt WorLs Utility at 206 of oommencement .:ompletlon of wori at least 4 hours in advance. ALL CONDITIONS OF FOSTEC VIEW ESTATi- PLA7 Af'rPO &E" MET. EE L99-001t3 H a OF 4 WHT!2H rAPT SUBMITTAL. ALL stoRN 17)PATIGE RFES IRE £4:.7)1- PVC SANITAPY SEWER FITE WITH ETED JOINTS OR ADS PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFUATION ON A LOT BY LOT BASIS THAT THE WOP1 HAS HIEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. APPLICANT SHALL OBTAIN WATER METE' REPMIT FROM WATEP DISTRICT *125 0 206-242-9547 AND SEWER rEP.mIT FRom VALVUE SEWER DISTRICT 0 '206-242-3236. 14. Temporary erosion contiol me,isures shall be imolem._ a: the first order o1 bus to orevent s•adimehtati site or into eOstin9 ztorm drainale 15. The slte 111311 have oermaneht Thoro.: place as zoon as possible after I 11,i1 completed and prior t:; the Final Ih4 16. The driveway shall b desi9ned and slooed s,o that drain. from the driveway doe: not flow c the e4i.F.i:in9 .•cod surface. 17. Worl, affectin9 craffi flow: hT I be ole1,/ coo,d1hareo with the City Utilities Inspcto, Traffic C shall be submitted to the Inspe for prior aporov,41. 18. FROM OCTOBER 1 THROUGH APRIL 30. COVER ANY SLOPES AND STOCVPILES THAT ARE 3H: IV OP STEEPEP AND HAVE k VEPTif:gL RIf.E OF 10 FEET OR MOPE AND WILL BE ONWORJ.ED FOP GPETER THAN 12 HOURS. DURING THIS TIME PERIOD. .i.7!VER. OR MULCH OTHER DISTURBED APEAS. IF THEY WILL BE UNWOPFED MOPE THAN L DAYS. COVERED MATERIAL MUST BE :1 ON SITE BEGINNING OF THIS PERIOD. INSPECT AND MAINTnIN THIS STABILIZATION WEEKL'f AND IMMEDIATELY BEFOPE, DURIN IMMEDIATELY FOLLOWING STORM'S. FROM MAY 1 THROUGH SEPTEMBER 3O. INSPECT AND NAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEgI MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL L;E. PEPr,ANENTLT' STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. j9, I herebv certify that I have reao these conditions iind will cofflply with them as outlined. All pf of lew ordinances cioverninQ this t4ork will be cowlied whether specified here; or not. The ciracItin of oer,,,'t does the I hereby certify that I have read these cooditi-ons :.-d will with them as outlined, Al provisions of law and :.rdinan:es , aov , arnir,-2 this work will he mplied with, whether specified to..!.rt or The yrantin9 of this permit does not presume to 9ive t violate or cancel the provisions of any other worl. or local laws re9ulatin9 con or the pecformance of work. i9nature: work or local performance of work Print Name: T/I.,70NTRAC TOP t Date: it Project Na Tre ant: & s �t r'v iec o t k s co /- Value of Construction,: I r7 loG- ,�0 Site Address: City State /Zip: 21 1acg s 1. Sat,.al-\ Tax Parcel Number: 2.(a t ZO - O 3Od Pro erty Owner. 13u i r1 Q t..0 p vl& . Phone: 42 •S3.1.sot8 Fax #: • 3 ' . b • Street dress: City State /Zip: P...:, • s . : . `_ . t, : _. 4 Contractor: In t , av D h 0.eAwn P tvs,. (-b. Phone: Street, dress: City State /Zip: Mar bev4 Fax #: `For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling — Architect: . O L l t e v • e i r - eoANI A e c s to..s . Phone: L 2.s. to 9 1.5320 Street Address: City State/Zip: t I —M k bF t VAVN 5t. .ReAAe)Uut. u.A `IASOO7 Fax #: 12S• toll. 53 k B Engineer: iG 11eize. Assoc.. Phone: Li es • vii I•to212.. , Street Address: City State /Zip: jag3 � � ta Ave. w . suLit t7Ef►m.gzndS >✓t)A 94h02te Fax #: x{3,5 7 S a2 3 Contact Person: Phone: Street Ad re City State/Zip: Fax #: Description of work to be done: & vJ cr Vrow\ % OLS-C. 9l04. k 11. 2000 --0 7 Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single-Family Residence ❑ Residential Accessory Structure' 9 Y ry ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s - Covered & Uncovered ❑ Residential Reroof Is this site served by: igi 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: t 841 sq. ft. Dwelling 112. sq. ft. Covered Deck(s) l0 S i" sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) N/A `For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUr'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application ❑ Channelizatio ❑ Flood Control Zone ❑ Hauling Land Altering: ' Cut'6' cubic yds. 0 Filff ❑ Moving an Oversized Load: Start Time: End Time: C3 Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage 1:1 Street Use El Water Main Extension 0 Private 0 Public CI Water Meter /Permanent # Size(s): CI Wattlr tvleier Temp # Size(s) Est. quantity: gal in 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: PLEASE SIGN BACK OF. APPLICATION FORM SFPERMIT.DOC 2/13/97 Date application expires: I /— z.2.--0 • STAFF USE ONLY Project Number: Pe: snit Number: V 0 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANTREQUFST:FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING `(A reviews shall be determined by the Public Works De artmnt e NStriping Curb cut/Access /Sidewalk 171 Fire Loop /Hydrant (main to vault) #: Size(s): cubic yds. Svheduie: Replica 'o Taken by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name:aJve lvCe g. u LLOC v Phone: Fax #: Address: 01 'k PC k"' \A � C ■ P S A x7 City /State /Zip: ALL SINGLE - FAMILY RESIDENT! ' L PERMIT APPLICATIONS MUST : UBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED L A REGISTERED ARCHITECT OR PRuFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED IVA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). 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 shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State: of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 1 V ovr7,,, r rliri h rc t r'nrlr " ' r ' :' at ' 11 " ' ." ' 0 4A*A*A**A4A**A*A 44* *AA *AAA k % 4k %*A 484 4A 4 % 14.1 4A CITY OF TUKWILA. WA 11617 it*AAN***A1414*4*A**AA848**AAAAAA*;4**4.4*AAA44 4A414k4.4*8Akk:4lAAk4A‘A ITHMOII1 Number: V0100884 f.irnjur,t: I ni 07/1t./01 0 Plvient Method: 'HL' Notltion: DuJAR4IN DEk,;ELP In,h; 1LH Pcfrmit No: 001-156 f7oe: DEVPERn l'Eflotr Prcel No: 2612e)0-0300 qite Addvis: t372 43 PL • fol;11 F 1,,.:.,'' This Pi 1.61.2.7, 1 Ltz ALL imts.. , -, I , J... ., 13 tili0 .':0 i r Account Code Des;c•lotion Aoclot , t 0001 BUll:ANG - PEE; t1 000/345.830 PLAN CHECK - U(ILlii .: 000/386.904 SlAll bUTLD10E; SUPP,1A10A 4.' 000/342.400 INSP FEE - UTILITY 412/342.400 1Nbr FEE - E;TOhh L1 r 000/122.100 LAND ALrEUNG PEI:Afr FEE )',,J.) 0G0/34S.830 LAND At:TU.1'•C PLAN C'HECI rC 7' 1 '1)) TOTAL 61' *** ***** * * ** *k* * * * *** * * * ** CYI * I Y OF 'I LJKW1LA, WA fitAfir * * * * *AA * * * * * * * *A* *A► 1RANSM1 1 Number Payment Method Permit No Parcel Nu i 1_ Addrwis fh F:3 Payment. * * * * * * * * * * * ** * ** Account. Cock 000/345.830 A* A* AM* *AA*AAAAA*AAAAAkkA*AA * *A I F.ANSMi 1 *AA *AA *A*A *k *AM*A*A *AAAAA AAAA * *A*AAAA* H0100666 Amount: 100.00 0!,/:12/01 : CHECK Notation: t)[JJANDJ N 1)I VI:.L.t)P 'nit: HI. H : 1)01••11)6 1ypc:: I)E.VPI:F.'M 1)t :VFI.01111-N'I P F'11Ii : 261200-0300 : 1T/27 4 3 Fri. S * * * * * * * *k * * * * * * * * ** t)e icrIpt.Ian PLAN CHECK - 100.00 I' c) t. iota] F F:e$, : al ALL Pmt 100.00 Balance: 1,418.? ** * * *k *kk * ** *A **AA* * * * * *k* *** Amount. RFS 100.00 COMMENTS: Type of Inspection: r i ✓\ 64 LZ - CA ).ra Date called: Special instructions: Date wanted: , Lk) VP fr i Y ci Or %. Q D r O o i `/ Phone: r C \ ' 1 1 I V•61 ' ?er tmt4 C r1 j (V Project: j -#1 L - U � 'r V ■ ? L,v Type of Inspection: r i ✓\ 64 A dress: Date called: Special instructions: Date wanted: , j Requester: Phone: 1 ►s INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector (} `/14r I Date: 3�- u2 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: • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature NALAPP . FRM C of Tu Fire Department TUKWILA FI DEPARTMENT FINAL AP ROVAL FORM Project Name �' cam` r= C v� C ��.� E Address . - 1 21 4-3 S \N Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. 1 "1 3h T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Are Chief Suite # 411 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 COMMENTS: Type of Inspection: p w r• t j 12. ___l _ Date called: --' i _ L 1 ( tzf . -P.,, tz c_ w-N,t,, Special instructions: Lof - ti ` 1 z [ i t' Ln.... �'] v ..1-.0......., ... Requester: sGOt l 1 ,- i 17 r Project: F05 te e v i e w Type of Inspection: p w r• Address:' 3 727 431d P1 s Date called: --' i _ Special instructions: Lof - Date wanted: /4-12.-0-2. a.m. Requester: sGOt l Phone:1 ° 1 q - 2 17 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 p 156 PERMIT NO. (206)431 -3670 ED Approved per applicable codes. Corrections required prior to approval. Inspector: Date: (' L) oty, $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: PJ�°�ect:� t _� 1"��✓ V t f " KIT" - Type of In ection: rt ezi' ,4a Y' A ems. 43 C4 P ` . S. Date called: Special instructions: Date wanted: AID (ILO p.m. P 3 ) INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 FA Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit I PERMIT NO. (206)431-3670 Corrections required prior to approval. [ ) ir, r.-v; Inspector: Date: ,4/, 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: Pro ect: • Ty e f Ins ec 'on 1 , e O' Address: 417, 7 X ,L S Date called: J- 7 -002 7 Special instructions: Date want : " .0e; (aa.m�.. p.m. Request r: Phon // Phone: 0 - ,-r - - <i: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ok (pproved per applicable codes. COMMENTS: Receipt No: /rte INSPECTION RECORD Retain a copy with permit Date: 0 Corrections required prior to approval. Date Z. 47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 1 !"j / t- t 1¢'j ± ; t ' ; Type of InsQ on: s, i 1 ..a.. `- , Address: /. 7) 7 ` /.-- ` / - Date called. 7, _ Li.- L , - 2. Special instructions: Date wanted: --,�' .- - ° ' �.m.,? p.m. Requester: ( Y Phone: _ . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,,WA 98188 :f PERMIT NO. 1::(206)431 -3670 pproved per applicable codes. COMMENTS: (t) \ IA Corrections required prior to approval. D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project.. "t . of Inspection:._ Address: p 1 !--1 -2 -) ?\ S Date called: (a.m.' - G) ')in Special instructions: Date wanted: Requester: --- Phone: 31(2- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: C \ tAA.1 v‘q icte,5 Inspector: iAtiL'RN0 Date: _ O 2 [1] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: aikaaanaStrtrgt:V'il ;;;" ' Project: r - ? Il \ eto .- Type of Inspection: 7,-. ft, r`t Address: -?--. L 1: 7 > 1' 1 S Date called: 2 '> i ` - 0.3 Special instructions: Date wanted: _ .) S - 0.2 ) p.m. Requester: 7'' l'7f -i Phone: , ,-. 1� 5 ,!)10 - �ti f t i INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r v('c:l Inspector: nspector. 2 M Date: r Z S C � 2 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: a .".s. — Li • II , — e ‘1, , t � • ; -- Cof In .' ' . . Pk! V V -: 2 . , 1 3 IA ai C r) i^, 04 4 Q -, ) C S I L72__) SA ,c 64 0 '..., - 0 SA1 k I 4 i I 40 t ("1 0 v CA c, V, ivt 40 ,- vv■ i . - ■ re ' \ r,rk siO p 14 c \\G (-JO_ 1 , 1 1 1 C " r S Li PP ` "' ' V ‘' -1- h - I r Cr 1 / 4 " Requester:, , 1".„,t( 1 CA. - \ - 0 -- -- 1 \SJeA.1e ( - 3 , ) 0 ,rojecl: . -- t .;-. I(' V • •;,. t. ' ; -- Cof In .' ' . . Pk! • dress: 3 p ' Date called: - -1; -- 23 !Z. Special instr ctions: 1— 0 e (.) „4 ) Phone: . Date wanted a.m :2-- OZ. '..) (P.m.. Requester:, , 1".„,t( 1 14. — "36 - `1(i ft;i1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, TuktiVliteiWA 981 Receipt No: INSPECTION RECORD Retain a copy with permit • - IR Approved per applicable codes. NCorrections required prior to approval. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. 206)431-3670 . ' ' P ject: , Ftl c# v1 + ck r 1-uf 5 0 Type of Insp ction: �f7 bl Add es : t — 7 1 /J r ""'''"777777"' p e Date calle 3 / /V..0 1 Special i Date wante • 1 . La �� • p.m. Requeste . 7 �, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ( El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 2 ( 1 o $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: • COMMENTS: �+ 1 S'a 'A . 1 ✓l/T " / /ef y-a c;l 1 7 ' 7 ' P ')/ 2 1. -7 / q / 171`7. - ' I Ai-/ „0- ✓ i /A (WI/cc ._ - , P 0 /) 5 S 7 7 j c tii n.fal- -"-1' 400 . , BMEIEZIZEIVIZIIIEIEIMIIIIIII , QcoCJ 'i ,6 v 77 cry/4 /- / f ,'(/r?/ It ,Vtj " // d e ,-3 j ro FEEMEMINEEMBINSMII Requester: Y/ (7 Pdr, '7i 11 ,z-- P c 1 J? 1 ,, .''cot_;_ L' ,.ar jest: L.) / 3 �--C71 4) T of In3pection: .. f , -L -t,, Address: 1 f Date called. Special Instructions. .. Date want • .2 I � a m 1 Requester: Y/ (7 ' g30 - e'&to'/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 L' Approved per applicable codes. ,>' ,Corrections required prior to approval. $47. ` 0 REINSPECTION Q E REQUIRED. Priof to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recelpt'No: Date: COMMENTS: T''. ,,S ,"/eo ,rc' 41i9 % L , f ∎4 r) 'r✓''J, S S i,t/ G ..2 S'r t/ ..., - ,-/ T i? A i Date called: � - 7- r .. �, ., V / r t-- ,4 f f,4 *(11, j, .1 7- " - a. m. Q °, e" . s e (-9/.- -7 c) (vi ;• s : , "t Phone: 4 495 -- ig ►el - 2(r77 oject: F c,STCi WE Of 1 ti- )0 Type of Inspectio : t rr • 5.1J - cit / A d S 7 2? � - Date called: � 2-- Special instructions: Date wanted: a. m. Requester: Phone: 4 495 -- ig ►el - 2(r77 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Insector INSPECTION RECORD Retain a copy with permit �J\ PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: / / 0 .00 REINSPECTION EEE ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr . Project: j _, Type of Inspection: s; Date called: Special instructions: Date want • .: —'] a.m. Requester: Phone:_ , . ?. f /,' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 r1/aJ - Lal Ty Inspection: it 12 .Tc A ddress 43 f 1 7 '73 pi_ �.5. Date ca ed: Special instructions: Date w ted Jl - 7f 01 a.m. p .. Req er: L.. n f � — ( 7 Phon f ' — 3 egtl a Inspector: y INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. c ,�1 a `_(206)431 -3670 Corrections required prior to approval. COMMENTS: Date: 1 01 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr+ • 0 7/0/1( ' (0 --- 17 AO T •e of Inspect'on: h/ . i ddg s Da . c. led: • Speci .1 instructions: Date w tedl a.m. / Requ • r: Phon2/rr 33 / 0'" ( 4/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 14eca t l ugh Pvt reC y Inspector. > n Date: 11— 1 —0 I $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: rif of r ctj _ Lot 30 TV cr: 7 filY Address: , a PI,.S. Date called: it 0 Special instructions: Date wanted: i / ..m) P. . Reque • 0 .„67 ( .‘1, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. --. Inspector: ) I Date: / /- / (-) E REQUIRED.Aior to inspection, fee must be paid ' $47.00 REINSPECTION .,-"at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. MER.42121-7..; 'z' Project: F'r S WI e -- 4 o1' 3v pe of Ins cti n• e i )ri +l r1 C.c kt 1 I S Address: 1 s Pi-- a t I cQlle ,, 0 I Special instructions: Date wa ed : 1C� .t Reques er: ttt -t 1 Ke-- Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 y, CZ -Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: MOO Iri Spector i Date: j � � .l,4i(c .s •� L.! �l . tr/r>( I f1" 7.00 REINSPECTIO FEE REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter 8 d., Suite 100. Cal to schedule reinspection. eceipt No: I Date: Pr jest: , / 5 j �- V 6 –' L 0 ? ? Ty of Insp i J'' ea' n Jon /7 7 /C()/ /7 Date call : j /O///c/ A ress: r G� � 13B1 443 J C S Special instructions: „LA, E. te 0 e An Date w ed: // /Q /J, /0/ m. Requester: Phone: ,z9 Or " •. , 7 — C ' ?CS 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: /&.... p< Inspector: E R n $47.00 INSP ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. -r WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS HOUSE, 99'0'8 Homeowner: Builder: Site: DUJARDIN PLAN #1872B COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component PROPOSED DESIGN COMPONENTS Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1855 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. REFERENCE PROPOSED 414 395 Btu /hr -F 9.31 9.13 kWh /ft2 -yr Reference Value X Area = UA Component Description Value X Area = UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 Floor U• -0.041 891 36.5 Glazing @15% U -0.650 278.3 180.9 Doors U -0.390 56.0 21.8 AG Wall U -0.062 2309 143.1 Ceiling, Attic U -0.036 891 32.1 Infiltration ACH -0.350 16867ft3( 108.0) Reference UA 414.5 Floor R19 vented Joist 16oc U -0.041 891 36.5 Glazing @12% * *vinyl clr /air U -0.520 226.0 117.5 Doors Wood 1 3/8 ", solid flush U -0.390 56.0 21.8 AG Wall R13 STD Lap Wood U -0.082 2010 164.8 R19 STD Lap Wood U -0.062 351 21.8 Ceiling R30 blown Attic STD baffled U -0.036 891 32.1 Infiltration Standard Air Sealing ACH -0.350 16867ft3 (108.0) Proposed UA 394.5 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Struc Mass Light Frame, Sheetrock walls M- 3.000 1855 HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses (% Dsn Load) : Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION South 56.5ft2 Southeast : East 56.5 Northeast : Eff S Glz: 4.0% Location PROPOSED Gas Furnace DEFAULT 78 % 0 61 % Vented crawlspace Attic or garage 0.60 26324 Btu /hr 6031 Btu/hr(23%) 32355 Btu /hr 48500 Btu /hr (150 %) 84 MBtu $ 469 Integrated Spot & Whole House 0.0 O Btu /hr tons ( @125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 PROPOSED PROPOSED North Northwest : West Southwest : Surface Area 371.0 ft2 74.2 ft2 56.5ft2 56.5 HOUSE ID: 99083.24 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 5565 Kappler Associates JOB NAME: JOB NUMBER Architects Dujardin Development Fosterview Estates Plan 18436 DATE: BY: 5/22/00 99083.24 SRU WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) LOWER FLOOR Office 2.50 ` 3.00 I 7.50 1.00 7.50 TOTAL LOWER 7.50 MAIN FLOOR KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY 4.00 5.00 7.00 3.00 6.00 6.00 1.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 16.00 34.17 31.50 9.00 30.00 30.00 5.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 TOTAL UPPER 156.17 UPPER FLOOR { MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH 5.00 2.00 5.00 5.00 2.00 4.00 4.00 4.00 4.00 4.00 20.00 8.00 20.00 20.00 8.00 2.00 1.00 1.00 1.00 1.00 40.00 8.00 20.00 20.00 8.00 TOTAL UPPER 96.00 SUMMARY TOTAL GLAZING SQ. FT. 259.665 TOTAL HOUSE SQ. FT. 1,863.00 Glazing % 13.9% 8/21/00 9908324 - Glazing.xls Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON EXPIRES 8/23/0/ I NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803-2581 FAX 803-3289 JAMIESO CONSULTING Corv4:irg crg:re & P ro; i c ! N 901 KIRICLA-\ D AVE STE B-1 • KIRKLAND WA 99033 (' 1 5) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 4.67 50 0.67 0.67 0.67 0.67 Zito)? a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F 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 n 7'c! ies/ Ala= 1-oK 1 d 4'' ,77Al(7 spos doom. 4 04/6" = ,002 r 0367 41i: l4f /\ lit. t C1� 4,7 C 207) = 2 I R /ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # # -ft # - ft # • ft n 46 rr ft ft ft ft -CE \WE FOVIEg-tifEW JOE No. 2 Z)J OAT= S -JEc T ENO. 1 ^r 8 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 Len•th 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 (z) #4 7oP M iI jlI I I/ CF Ez fA/ W .4` 4J cgvr`oec, • !i, 3EVP5 (3) # 4 ca dr �r r Of 8 8` • 3 "CEO C JAMIESON CONSULTLNG Consulting Engineering & Project Management :;01 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS 35 0.267 5.33 a 50 w4 0.67 w 0.67 t 0.50 toe 1.33 heel H Lf fS fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 EFP Cf 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 # /ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft # - ft #•ft # -ft ft ft ft ft 2500 FS1 -WOKS/ 1k4 - /'5 rn4) 5rE z 5 4A) Fog 5G(D(/& A - o.442- do 23" y _ M a z0.5 4 ' [ / JCS NAV= JOB NO. 2.0 19/ OAT: 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 Len th of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing ' Soil weight on heel (120 pcf) Weight of wall Weight of footing SY SHEET NO. Z— CF (4ivp 3''G 2 611' e „ _{(I J Ag 75Ei 5 1 V- cr-EAz c ) . ¢c 1 C) CO � w J w U 0 o w LL O z 0 � O z JAhIIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (- "r) 803-2581 • FAX (425) 803.3289 INPUT TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge 35 EFP 0.267 Cf NAME OUTPUT UNITS COMMENT # / ft3 6 a ft 0.67 w ft 0.67 t ft 2.00 toe ft 0.83 heel ft H 6.67 ft Lf 3,50 ft fs 1,155 # /ft2 fs2 1,246 # / ft2 Lf /3 1.17 ft X 0.85 ft 203 2.33 ft F 1,079 # Fk 654 # FS 1.515 Mot 2,631 # - ft Mr 3,985 # - ft Mu 3,672 # - ft W 1,591 # w1 639 # w2 600 # w3 351 # x1 3.08 ft x2 2.33 ft x3 1.75 ft 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 Len th 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 4o of f � =25��t = Alu= 3, 67 K D. 3ai/ 4 c eito,c. RAO ' � 1 4-e w Ma= /9r' # =4;5, 400 501, /,{)& - >=ooP Pk t15 1. Zatl74 JCB NAME F e V «uk/ JOB NO. OAT= .0" k *• a` 0" .T BY l/.1 SHEET 1i NO. 11, C= ()44.7vP ui 4k44 /o'o,c, .4e 161 fil 40 j&S' o .c, S)4' 4 cola (2) @ros 3'rLA S „ lo„ JC JAIIESON CONSULTING Consulting Engineering & Project Management 501 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a ft w ft t ft toe ft heel ft H 8.00 ft Lf 4.00 ft fs 1,770 # I ft2 fs2 1,831 # / ft2 Lf /3 1.33 ft X 1.09 ft 2Lf /3 2.66 ft F 1,487 # Fk 687 # FS 1.754 Mot 4,330 # - ft Mr 7,595 # - ft Mu 6,189 # - ft W 2,994 # w1 1859 # w2 733 # w3 402 # x1 3.00 ft x2 1.66 ft x3 2.00 ft -( c ZX F5 I - = Ks K CV/11 4o / l t l fP X0,0- 44 &- /2 "a, C. - Yu 2, GS ' / r,077/V G � 774't/5 iu= 4A' b - d2° A s -= 40r3 be ( 4 UNITS # / ft3 JC3 N,aME F rgg v i to J03 NO. OAT= 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 Len th 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 2-0161 7 .1' ) , 4 N C ,I 1 /4 (l . Sr-.EET NO., 4' CF 118 c c LL-4.&-losio,c. III -1fI it e i2 "orc, je.6 4 -O h' /2 "O, (7).,4- cam r �. 3 'c L2 N L / f/ 8 2 -o JC JAMIESON CONSULTING Consulting Engineering & Project %fancgernent 901 KIRKLaND AVE STE B•1 • KIRKLA-\'D WA 98033 ' 303-2581 • FAX (425) 803.3289 INPUT NAME OUTPUT UNITS COMMENT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H 8.00 Lf 3.42 fs 1,314 fs2 1,406 Lf /3 1.14 x 0.85 2Lf /3 2.28 F 1,120 FS 1.507 Mot 2,987 Mr 4,501 Mu 5,077 W 1,787 w1 643 w2 800 w3 343 x1 3.08 x2 2.41 x3 1.71 ft c .5C0 40 Ksl Mux 5.07 dzb 4 - o.37 4' r /AID " / Foe 4c /?'o, 26 ° Z5 Oe o \)i JCE NAME F 7-V!E 4t/ JO= N0.. 7-0 / DAT SHEE T CANTILEVERED RETAINING WALL W/ BASE SLAB # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width #1 ft2 Soil bearing if X is in mid 1/3 #1 ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning # • ft Overturning moment # • ft Resisting moment # - ft Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing ft -y-- 1 ft S s n c k • 4gabic, 4.fr4sto'O,c, yirThlk 2 .1 -04J Cc. &) -g 4 coo; ./ SY 'L r Pi 4 TOP fr JC JAIIESON CONSULTLNG Consulting Engineering & Project Jfancgement 801 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 INPUT 35 10 0.67 0.83 2.25 1.25 CANTILEVERED RETAINING WALL W/ BASE SLAB NAME OUTPUT EFP a w toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.639 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft JC? NAME __F T VIE RI JOB NO. ZO [ z7/ CO S �,J Z" DATE SHEET NO., CO 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 on heel (120 pcf) Weight of wall Weight of footing J-ket ToP # - ft #•ft # - ft ft ft ft kr. 2500 F 4= 40Ksl # 4 G�C7 K5i 5 gi=9,92.14/ I=(/ 4o.4/ 4-safeczo .S'b /45 o " 3"avyz 2 , 3" v e "o c. 14x 2p , � ''Or C . &)44- . cat/r z I D o N • D • Lu • w W O D 0 �O w O • N 0 F- 0 w z 0 o JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' ' ^;) 803 -2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT . 35 12 0.83 0.83 3.17 1.25 1L-=-zot NAME OUTPUT EFP a w t toe heel H • 12.00 Lf 5.25 fs 1,850 fs2 1,954 Lf /3 1.75 X 1.35 2Lf /3 3.50 F 2,520 FS 1.527 Mot 10,080 Mr 15,397 Mu 17,136 W 3,948 w1 1800 w2 1494 w3 654 x1 4.63 x2 3.59 x3 2.63 # - ft # - ft # - ft # ft ft ft .= 4 44- = (9//sr .#5 /4/71z' d s" /J, 0,53/,AJ = lodorc, ,/i I,/ Fog 4 4e /2'D.C, 9fc8g Ma= 3,54g 1 7 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe . Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Olowyo 0 JOS NAME JOB NO. OAT -I SHEET NO._ 7 C= 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 (12 pcf) Weight of wall Weight of footing • FosrE • zo /et BY -pNZ. N a 3 , • • (2)# 115411 ifj r !I y lzC 4tz 4 Gz6O r v iz'D.c, ( 01-4- CCNT, @ /2 " at • • .ate' 3 a a to A' 01/ / - 3 00 co 0 co w wo u. co O w n o O N d w w w 2 p J_�h II ESON CONSULTIi�'G 1.11 Con ssi : irg E :giMerirg & Project %fcnegemc 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3259 INPUT 35 12 0.83 0.83 3.33 1.83 NAME OUTPUT EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 21,667 23,256 4,966 2727 1494 746 5.08 3.75 3.00 k) 45 UNITS #Ift3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft ft ft -/ " 0. Ps/ 7 i 4 44. Z3,3Ki a = " 4 =0,744 5c 5 "e, c , Fib ,Al Fox 4g/0 i'o,c =5.3/ k/ - & COMMENT 0 th • 5ilag) o r V «vAil JOE NAME JCS NO. , GATE SHEET NO.. S Or 8 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning # - ft Overturning moment # • ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing � Soil weight on heel (120 xcf) Weight of wall Weight of footing N Nis • • • SY "DJ (Z)� v s. � C 1 • 4 &.8'r c, 4 Glo'D,c cG�k� fr s J Gg&:)4 5 O,c • �etx 3 -D 0 /0o, c. rC -7) 4cJ • z I e�:W w -i U 0 N w Q u w 0 u.� � W H u. O z vp JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 7�c= 25C0 psi =540 Ksi 3,9'' a 4s - 0,34 4e FVZ) FO,a /199 =6:75' , UST SDf/& Fory GPIMIs /VV r OF PA s/ /E. OUTPUT 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 UNITS # / ft3 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 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 g rt r/ � 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 (2)4 4- rep 1( ' „ /( o.c, 4& /0'n, c, Yzi'd.vg . , 4 4- L gran, 41-4 `o'e8'oc, ( Cair ice s ir z &. JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 9.17 50 0.67 0.83 1.00 3.67 a w4 w toe heel H Lf fs fs2 LU3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 6.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft C= Z500 F5 .9 40 Kul Nlu= 765'" 45= 0.474 4 s5llorc, PAID „ roe 4e/o 'b ct J 1 / 3 , ( 7 / - 6 75 A10 &r SLID/416: Fair 16 G34-/ 0,VZ NEr OP PAs'V& JOB NAME JOB NO. BY DATE Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing o" / / • SHEET NO. OF n (a) t4 TOP (11=x ( j 4 Jo l , cr 8 • JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 11.17 62 0.83 0.83 1.50 4.67 a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # -ft # - ft # ft ft ft G a z Fs/ i y. 4O / � o 01 0 M = /3.83'x' ds" 4= 0'4/ miL 5 e,9 "o.c, (6o) ,c /l � , F.02 4 & 9' Ce N = 4175K/ h'= 77s h o 41. T s-(D14J F07 /(16 5pArNs ' z, (d,( Nor iF p/4-(1/4. j 3CCg JOB NAME JOB NO. BY DATE SHEET NO. OF 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 des' Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • d (2)0d - ion III�II l� 444.0'0,c. i4-9 N orc , Igk i Le 9'10,c, &2 &a M-x42,9 .66)4-4- coJT , n I o tt . 4 S (NTS} • u Kappler Architects P.S. VERSION Sf S•rcIWES) STOP/ Job No. 99083 -23 Date 2/29/00 SPM Lateral Analysis for: Dujardin Plan #1843_B City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA ;r . 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. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 864 864 SF SF 791 SF OTHER SF, LONG / SHORT WALL 0 SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls w B 80 3 0.36 0 Long Wall 32 7 1361 8 8 12 0 12 15 10 8 12.8 9.0 11.0 0.0 STAMPED" FT FT FT J t. "B" Default ~ ...; 80 MPH Default 3 Default (sd) Default (table 16 0) 0 PSF Default Short Wall /12 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 28 0 8/21/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 138 13.22 0-15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 = 0 REDUNDANCY FACTOR (rho ") p R SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 201( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear 1'1= element story shear x 101 L element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = -9.49 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r = 252 1 5 story shear r max = l 504 1 10685 1 therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor P= 0.62 EXPOSURE 0.62 Default for B exposure 1.30 METHOD 2 1.3 Default for normal force method 16.40 WIND SPEED 16.4 Default for 80 MPH 1 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheet/ .xls Min =1.0 Max =1.5 PSF 1361 37 504) 0.05 PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 a APPLEI '►TEC -Oi65040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI !WOO WA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 ,INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Maln Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: BUILDING LOADING DEAD LOADS Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT 23688 # BASE SHEAR BASE SHEAR: Vb =(3.OxCa /R)W STORY SHEAR TOTAL WEIGHT W =1 76180.5I# load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 F 10685 I# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi TOTAL FLOOR F9X113320 1975680 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls Vi 10685 I# 8/21/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT # FT # FT Shear Wall UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC FORCE WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171:184 #FT 828621.396 550 1.331 731.501#/BOLT MIN BOLT SPACING 2.42. FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ,, ,3,47 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)1 997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE_ (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #NIA Not included in total 140 109 132 0 208 138 145 0 #FT # FT #FT # FT # FT #FT # FT # FT • 208 # FT © 346 # FT • 492 # FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5' 64480.73 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 41033.19, 16d 1.33 143.64 # /NAIL 4713.50 NAILS 1 8/21/00 PAGE 4 V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT # FT # FT Shear Wall UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC FORCE WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171:184 #FT 828621.396 550 1.331 731.501#/BOLT MIN BOLT SPACING 2.42. FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ,, ,3,47 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)1 997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE_ (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #NIA Not included in total 140 109 132 0 208 138 145 0 #FT # FT #FT # FT # FT #FT # FT # FT • 208 # FT © 346 # FT • 492 # FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5' 64480.73 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 41033.19, 16d 1.33 143.64 # /NAIL 4713.50 NAILS 1 8/21/00 PAGE 4 I 8 3.5 3.5 3.5' 2.25 130 (';','- /P1= 6.' %' 1 Mo= WaII(DL) Roof (DL) Mr-. T =C REQUIRED 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 13 INC O.C. 280 280 280 180 170 170 1440 900 525.00 525.00 2006.67 810.00 893.81 893.81 470.48 683.81 CS16 -30 CS16 -30 NA NA I 12 1 11 5 5 0 0 0 0 1 156 tP1.6 8 3 5.5 11.5 0 83 fligGEMI Mo= 1996.29 3659.86 7652.43 0.00 WaII(DL) 240 440 920 0 Roof (DL) 990 1710 2340 720 Mr 1230.00 3941.67 12496.67 0,00 T =C 255.43 - 51.24 - 421.24 #DIV /0! MIN PLATE NAILING REQUIRED NA NA NA #DIV /0! 21 INC O.C. #N/A 0 0 0 0 #N/A Mo= #N /A #N /A ~ #N /A #N /A WaII(DL) 0 0 0 0 Roof (DL) 0 0 0, 0 Mr 0 0.0 0.00 0.00 0.00 T =C #N /A #N/A #N /A #N /A MIN PLATE NAILING REQUIRED #N /A #N /A #N /A #N /A #N /A INC O.C. SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 O u 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load HI. 8 UPPER FLOOR Load Ht. 8 208 208 2/3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 0 w co 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b C b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 5 #N/A 0 0 0 0 #N/A Mo= #N /A #N /A ~ #N /A #N /A WaII(DL) 0 0 0 0 Roof (DL) 0 0 0, 0 Mr 0 0.0 0.00 0.00 0.00 T =C #N /A #N/A #N /A #N /A MIN PLATE NAILING REQUIRED #N /A #N /A #N /A #N /A #N /A INC O.C. SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 O u 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load HI. 8 UPPER FLOOR Load Ht. 8 208 208 2/3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 0 w co 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b C b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 5 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 O u 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load HI. 8 UPPER FLOOR Load Ht. 8 208 208 2/3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 0 w co 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b C b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 5 I 16 28 0 0 0 1191 : ,c _.; P1.611: 11 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /0! #DIV /0! #DIV /0! NA #DIV /01 _ #DIV /0! _ #DIV /0! 16 27 0 0 0 1231 ? p1$ i Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0! #DIV /0! #DIV /0! — NA #DIV /0! #DIV /0! #DIV /0! I #N /A 0 0 0 0 #N /A 1 :'. }, #N /A 11 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #WA 0 0 0 0 #N /A a> #N /A 1 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 z 0 EE 2/30L REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w -J UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2/3DL REACTION HOLDDOWN 208 0 w H 2/3DL z REACTION HOLDDOWN 208 w 2/30L Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE d 8/21/00 PAGE 6 8 4 3 5 3.5 179kr • .P1-6v ; Mo= 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING Wall(DL) 640 480 800 560 WALLS - MEETS Floor,Roof(DL 1260 1260 1608 975 APA TEST LOADS Mr= 2533.33 1740.00 4013.33 1790.83 MIN PLATE NAILING T =C 795.73 849.06 626.39 917.39 10 INC O.C. REQUIRED NA CS16 -30 - NA CS16 -30 12 12 9 3 0 173 eP1=6I MIN PLATE NAILING 10 INC O.C Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 16612.80 12459.60 4153.20 0.00 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384,40 124.40 824.40 #DIV /0! NA NA CS16 -30 #DIV /0! I 8 4 5 3.5' 3 179 44>>€ r P1.6 =,! °,• Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 7145.29 5001.70 4287.18 MIN PLATE NAILING 10 INC O.C. 640 800 560 480 1260 1980 1920 1200 2533,33 4633.33 2893.33 1680.00 795.73 502.39 602.39 869.06 STHD 14 NA STHD 14 STHD 14 #N /A 0 0 0 0 #N /A M . #N /AA I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N/A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 346 z O u- 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 346 a w 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB LENGT a a a WALL SEGMENTS b c b c c d SHEAR V WALL TYPE TRIB.LENGT a KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 8/21/00 PAGE 7 I 16 12 5 5 0 2521)_ % tssP14-`< 1 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /0! STHD 14 STHD 14 STHD 14 #DIV /0! 16 27 0 0 0 2051 R1-8#41t I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /0! #0IV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! r #WA 0 0 0 0 #N /A J #N /A .f.,I 0 #N /A 0 #NIA ; ', #N!Av Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 0 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0.00 0 0.00 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0 0 0 0.00 0.00 0.00 0.00 #N /A #N/A #N /A #N /A #N /A #N /A #N /A #N /A #N/A 0 0 0 0 #N /A J #N /A .f.,I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 0 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 0 z 0 z 346 348 346 0 w cn 2/3DL z REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8 /21 /00 PAGE 8 12 8 4 8 0 295lomFm=4 A Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0! HTT22 HTT22 HTT22 #DIV /0! #N /A 0 0 0 0 #N /A JI'i" #NIA:'.; - J Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #NIA #N /A #N /A BELOW GRADE MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #NIA #N /A #NIA #N /A #N /A #N /A #N /A l #N /A 0 0 0 0 #N /A 004.1$14/A ` .-n 1 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= ►-- WaII(DL) O Floor,Roof(DL uu. 2/3DL Mr- REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 2 492 2/3DL REACTION HOLDDOWN LOWER FLOOR Load 492 Ht. 11 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2/3DL REACTION HOLDDOWN 492 TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c SITS ON CONCRETE STEM WALL TRIB.LENGT a b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls • d d d d SHEAR V WALL TYPE 492k ON CONC` 1.75 9461.42 8 4.5' 24329.37 990 1430 3630.00 4599.86 ON CONC 1.75 9461.42 385 1430 1058.75 4801.53 ON CONC 385 3048 2002.58 4262.19 ON CONC 0 0.00 0 0 0.00 #D!V /0! #DIV /0! MIN PLATE NAILING 4 INC O.C. 8/21/00 PAGE 9 I #N/A 0 0 0 0 0 #N /A => #N /A'-'* Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0 0 0.00 0.00 0.00 #N /A 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N/A #N /A 0 0 0 0 #N /A J} czi #N /Ar Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A - #N /A #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492[ 16 Ht. 11 Mo= = Wall(DL) c_9 Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load 492 Ht. 11 Mott WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 0 w co 2/3DL Z REACTION HOLODOWN LOWER FLOOR Load Ht. 11 492 492 2/30L REACTION HOLDDOWN a WALL SEGMENTS b c 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0.00 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /0! PORTION RESTS ON CONC. WALL TRIB.LENGT a b c 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIVIO! #DIVIO! 0 0.00 0 0 0.00 #DIV /0! #DIVIO! 291POSIP.14f4relti PORTION RESTS ON CONC. WALL TRIB.LENGT a b c TRIB.LENGT c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _P1an #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls SHEAR V WALL d TYPE 0 0.00 d d d MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. 8/21/00 PAGE 10 ACTIVITY NUMBER D01 -156 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 30 SITE ADDRESS: 13727 43 PL SOUTH SUITE NO: Original Plan Submittal DEPARTMENTS: Build9rlg Division Awe Public Works 5 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) 5-12- E Fire Prevention 6 -2-4-0( Structural Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued n Complete L= Incomplete ri Not Applicable Comments: Plan ing Division ti lit t —z c. I Permit Coordinator DUE DATE: 05-24 -01 No further Review Required DATE: DUE DATE 06 -21 -01 Not Approved (attach comments) rLi 1/4./.1/41-.0 I I n DATE: DUE DATE Approved I I Approved with Conditions In Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -156 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 30 SITE ADDRESS: 13727 43 PL SOUTH SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ AFTER Permit Is Issued 1P C 4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention Structural Incomplete ri C C DUE DATE: 05- 24-01 Comments: TUES /THURS ROUTING: Please Route Structural R view Required n No further Review equir d n REVIEWER'S ITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 06-21-01 Approved n Approved with Conditions {✓� � Not Approved ( attact co ents) n REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: V-v-1 DATE: Planning Division Permit Coordinator Not Applicable n n ACTIVITY NUMBER D01 -156 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 30 SITE ADDRESS: 13727 43 PL SOUTH SUITE NO: Original Plan Submittal Response to Incomplete Letter if Response to Correction Letter # Revision # _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Jvacnitt.[xx Fire Prevention Structural Incomplete C n n Planning Division Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable C No further Review Required DATE: YA/ DUE DATE 06-21 -01 )E Not Approved (attach comments) ri DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -156 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 30 SITE ADDRESS: 13727 43 PL SOUTH SUITE NO: Original Plan Submittal Response to Incomplete Letter i Response to Correction Letter # Revision i _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works T4401111 IXX: 50711 C Complete 1 Comments: Z.--/ .71- r 5 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route E Structural Review Required REVIEWER'S INITIALS: /u & APPROVALS OR CORRECTIONS: (ten days) C I I C n f\A_ I Ph ; ' G,a^'1p to t n Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable LI No further Review / Required DATE: '`�/ Z4 DUE DATE 06 -21 -01 Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: ACTIVITY NUMBER D01 -156 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 30 SITE ADDRESS: 13727 43 PL SOUTH SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S I N IT4 gg APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: , ''�c.� DATE: q CORRECTION DETERMINATION: Approved OUTI OOC inn PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural Incomplete n Approved with Conditions n n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable LI No further Review Required DATE: 03--- DUE DATE 06-21 -01 DUE DATE Not Approved (attach comments) DATE: C C r Certificate of Water Availability PROJECT #: Fb ea'V eup e " *(Required only if outside City of Tukwila water utility district) z Q,Wf' iffi rmatfon: Name: UL i.i PART A: (To be completed by applicant) u: . • • 1 ft _I I te r[. t i _ . PART B: (To be completed by water utility district) Site Address (Attach map and Address: CITY Of 'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 l3 • ?- ring by c and size of main): a— ) AgentiCrintabt Rai<tionr Name: Address: Phone: LtaS , 334 ♦ Phone: £L 1 -1,r3S — (aU —5390 This certificate Is for the purposes of: af Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ CommerciaVindustrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5 ; X 3 II 0 r\ Q_. C.% Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner /Agent Signature: Use se A ' enc /Phone arate sheet if more room is needed Minimum water system improvements: (At least equal to B2 above) Use se arate sheet if more room is needed A enc /Phone WTRAVAILDOC 6/5/96 The proposed project is located within Tt_t...k.ALLa (City/County) Date: 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. f)Q 56 H-ha L JoiJLi' DinVriVr 1\1o. las The improvements required to upgrade the water system to bring it int ompliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Based upon the improvements listed above, water can be provided and will be avail le at the site with a flow of O gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. S — CO Date PART C: (To be completed by governing jurisdiction) Itl�1 r ') 2! ri Date LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354-4629 Lvr ' 1 r� LEENDERS DRYWALL, Inc. r.. Es 7- 7rr c.s 1'6- ge/o,c.) 6 ( 05 /9 i64 o)J " /4441(- 5'3 J7 51 s w Su'i1�=sk -� v - � C t iG.`n.•�.) 1 200? 0EPARTME 3` Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 30 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Reference: Plan Review, Fosterview Estates, Lot 30, Terra Associates, Inc., dated June 16, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 30 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 30 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 (pst). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our examination. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com RECEIVED CITY OF TUKWILA ( r it 2 4 'COL PERMIT CENTER RECEIVED April 11, 2002 APR 12 2002 Project No. T- 1515 -2 Mr. Bill Fowler April 11, 2002 This work was performed, and this letter prepared, specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. David P Engine Anil Bufi Principal DPIJ End: cc: ti //1...4/6 v RES 12/9/03 Footing Excavation Examination Report Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED /D ' 9- 0 / PROJECT NO « — 2 PROJECT NAME: s Teal ar....-+ PROJECT LOCATION• - 77:44✓ c. CONTRACTOR: A.v71:02.0 //`/ REPRESENTATIVE g44 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: Z-CV E,(/ / S 3.1) 1Gaa rr,G • }�'�C3" /h�'E cut 771'736.45 •=t sci Po er o f 2, GYpo p ./ n�u tc_,Q /e v(, LO A-135 • t Y 57 D en'6 MOP 5 IDLAc - cJ . rol.C1 V ,lore at: 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 6ErentrC IGu cL TERRA ASSOCIATES REPRESENTATIVE COPY TO: S 76: /x4 c7rc /fOGI".747eltik/ FOOTING EXCAVATION FIELD CONDITIONS NOTED r C3CI.►ie 4r.LA 1 r4iTe5e. feW La fr.: • i A/G r ■ w • Fco'n 'hez },@ moo 5 /�/v c..c' 2 •ra / S /.v • .. - G ' LOA& /may !v»/C's 0A/ 4.0: s 30 5/(_r5 , (-rr 3 / ioo ,v . f-s AN .. 3 ' ACC A :41146r Al • / j. P. A L • • - L L.1A 3 ♦ v . l! C . - c C - C `/ C tI/ sir '. s, r oTS E / • • drib ni6"/ - Y/ C • / / J AL...:04 '7J 000 � DCitL. ! c i_4' rte 5 • TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED /D ' 9- 0 / PROJECT NO « — 2 PROJECT NAME: s Teal ar....-+ PROJECT LOCATION• - 77:44✓ c. CONTRACTOR: A.v71:02.0 //`/ REPRESENTATIVE g44 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: Z-CV E,(/ / S 3.1) 1Gaa rr,G • }�'�C3" /h�'E cut 771'736.45 •=t sci Po er o f 2, GYpo p ./ n�u tc_,Q /e v(, LO A-135 • t Y 57 D en'6 MOP 5 IDLAc - cJ . rol.C1 V ,lore at: 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 6ErentrC IGu cL TERRA ASSOCIATES REPRESENTATIVE COPY TO: S 76: /x4 c7rc /fOGI".747eltik/ Dear Nora, Enclosure. , I ) April 16, 2002 City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 Sincerely, \I >1�1II f RE: Earthwork Observation Final Report. Fosterview Estates, Lots 27, 28, 29, 30, and 31 Our office recently received the Final Report from Terra Associates, regarding Earthwork Observation and Testing, for lots 27, 28, 29, 30, and 31 at Fosterview Estates. Please note that construction was completed to their satisfaction. Should you have any questions or comments, please do not hesitate to call. Aaron Swain, Office Administrator Kappler Architects, P.S. 1 r!; : p I a tt r; r r1 �) APR 1 7 2002 CO ^ 7MUNJTY O EVELOPIVia.1r 14311 SE 16th Street . Bellevue, WA 98007 1.800.888.4517. (425)641.5320 • fax: (425)641.53i8 C0402_19 Final Geotech Report, Lots 27 - 31, Fosterview (ff ; t eernOttt9tlntts.COttt r e C J11 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Doi /5% Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 30 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 30, Terra Associates, Inc., dated June 16, 2000 Dear Mr. Fowler: April 11, 2002 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 30 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 30 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our examination. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 - 4334 • terra @terra - associates.com Mr. Bill Fowler April 11, 2002 This work was performed, and this and their authorized representatives. We trust the information presented is sufficient for your current needs. additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. RES 12/9/ 0,3 1 Footing Excavation Examination Report Anil Bu Principal DPU Encl: cc: letter prepared, specifically for the use of Dujardin Development Company Ar c Mr. John Kappler, Kappler Architects If you have any questions or require Project No. T- 1515 -2 Page No. 2 NOTES: Leas t'ERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 10 -q- o / PROJECT NAME: / s CONTRACTOR: D44')7R.0W DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE 13oe_mie gAro Le- TERRA ASSOCIATES REPRESENTATIVE PROJECT NO 157,s Z PROJECT LOCATION -7Exc% 4 , -Y4 REPRESENTATIVE. tom?/ SviPoeT of 2,G>'o , /� ni4: /Jll�l, LO/f'+OS • !Y S7�IV�OInr G✓ ifru f1 5 c' -+6 lO re at; Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: S C76 7 Adteei. C?sr /1*4 FOOTING EXCAVATION FIELD CONDITIONS NOTED F C ' 11' /41.f.,5 1 rv7Z3e tore LT & f;' 77A16 r - r FQ0T71 cr✓},/Avc,c-c ,f�e s � � S - 2 i /s r /n! 70 v',1 flv c' -vr�-y Mr ' /eornc'S Al o 4.07 s 30 5/ T5 , Lrr 3l io L ,V . ' t AN 3/ . 0- C41aUa v t 4..y Ac.4c- C c� c r 1 _ . c, j g, @- OOTI•/ G, ors wc92E , iiei+� o Aky./ - y/ c ! NC, ' i i _, ____ ~70 r. 1� - 400 - • I t3cc[..,5 . . NOTES: Leas t'ERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 10 -q- o / PROJECT NAME: / s CONTRACTOR: D44')7R.0W DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE 13oe_mie gAro Le- TERRA ASSOCIATES REPRESENTATIVE PROJECT NO 157,s Z PROJECT LOCATION -7Exc% 4 , -Y4 REPRESENTATIVE. tom?/ SviPoeT of 2,G>'o , /� ni4: /Jll�l, LO/f'+OS • !Y S7�IV�OInr G✓ ifru f1 5 c' -+6 lO re at; Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: S C76 7 Adteei. C?sr /1*4 DOCUMENT TITLES) (or transactions contained therein) 4 i t 14 � L a. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A 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 page of document GRANTEE(S) (Last name first, then first name and initials) CHICE0 ehiPJ has placed NC do need of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accOpts no lability for tha 6 1114 9 ! r �i�dy 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, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 ❑ Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 43230431)113),(455280484)5714 zat <7 406fil See Attached ❑ Assessor Tax # not et assi: ed RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 YWAMOULUMNVOSIEWINDAMENDNMXOC WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) II 1 ( } I it I Ii ii11 ;III ii ,' I I q l 200 20314 C 2 NA I 1' 1 , 1 ! ,1 1 If 1 II If II I. If II .I r ,fl III II 11 II I �; II � I� If � Ir I I; !i 1I I I lt l j I j � i l 1 I li 11 0 � II l (14� III II I; I Ill ,II III 1 1 1 I I `II I II I II It II II 01964 1 SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, • EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT d o V, w w CO W w This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this t 5 day of I Z.0 , 2002 by Du�azdin N v ' Development Company, a Washington corporation ("Declarant") CHICAGO TIME INSURANCE COMPANY w has placed the documert of . record as a customer courtesy I— O and accepts no I abibty for 1 RECITALS AND DECLARATION the ac6uracy br validity of UV OMAN U o A Declarant is the developer of the real property and improvements thereon legally o co described in Exhibit A (the "Property "), commonly known as the Plat of Fosterview Estates The 0 t= Cr) r-■ Property is comprised of all the real property shown on maps recorded with the King County o under Recording No 20000505000735, Volume 194, Pages 062 -065 u. o -t• iii z B Declarant previously recorded that certain Declaration of Protective Covenants, c.) N o Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential o Development (the "Declaration ") under King County Recording No 20000505000736 The Z CD 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 ‘WPDUMARDINVOStFR2NDA. 7 D JMOEDOC 2 and 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.1 2 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundanes of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and CC" 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the a Private Drainage It Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 1 7. The maintenance of the trails beginning at the cul de sac end of South c 137th Place to and along the North boundary of the plat as shown on the plat map. Chi The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retainine Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y twP LLIARDI NVOSTFR2NDA. D MG DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) r _ Its All, cl'- STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) Y 1WPIDWARDDAFOSTER2NDAAL" MUG DCC 4 CI IICAGO TITLE INSURANCE COWAN( has placed the document of record .'s a customer courtesy and acctpts no liability for the accuracy or vakdtly of the document. .... On this day personally appeared before me kkeulea to me known to be the r) 1?R.5 %O rcr of Dujardin Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this /3 day of Miliect4 2002 (Print Name) Notary Public in and for the State of Washington, residing at Crceett My commission expires -I 5 -0 3 ;■. '4 4 4 Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062-065, records of King County, Washington. Y \WROWARDIN■FOSTMNDAMEN D IMO DOC EXHIBIT A LEGAL DESCRIPTION 5 CHOC° TITLE INSURANCE COMPANY has pl:ced t..e document of rccnrd a a customer courtesy and accepts no liability for the accuracy or vandrty of the document. ' ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS Plat of Fosterview Estates Lots 1 through 40 261200- 0010 - 4 261200- 0210- 02 261200- 0020 - 02 261200- 0220- 00 261200- 0030 - 00 261200- 0230- 08 261200- 0040 - 080 261200- 0240- 06 261200- 0050 - 05 261200- 0250- 03 261200- 0060 - 03 261200- 0260- 01 261200- 0070 01 261200 - 0270 - 09 0" 261200 - 0080 - 09 261200 - 0280 - 07 'A 261200 - 0090 - 07 261200 - 0290 - 05 cz 261200 - 0100 - 05 261200 - 0300 - 03 261200 - 0110 - 03 261200 - 0310 - 01 261200- 0120 - 01 261200- 0320 - 04 , 261200- 0130 - 09 261200- 0330- 07 261200- 0140 - 07 261200- 0340- 05 `•4' 261200 - 0150 - 04 261200 - 0350 - 02 261200 - 0160 - 02 261200 - 0360 - 00 261200 - 0170 - 00 261200 - 0370 - 08 261200- 0180 - 080 261200- 0380- 06 261200 - 0190 - 06 261200- 0390- 04 261200 - 0200 - 04 261200 - 0400 - 02 CHICAGO TITLE INSURANCE COMPANY has pl-crd the document of record a. a Lusiomei courtesy and dcrepts no habihty for 1ho accuracy or validity of thu docut111fiM1 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Subject: Plan Review Fosterview Estates, Lot 30 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 30 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 P1.4, Architectural Site Plans • Sheet, P2.6 Architectural Plan • Sheet P6.8, Site Section for Lot 30 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three -story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 196. The garage level will be at approximately Elev. 184. The garage will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to 13 feet will be required. It is not anticipated that significant fills will be placed at any location on the lot. After completion of foundation walls, excavations will be backfilled. 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 Mr. Bill Fowler June 16, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Z Excavations and Earthwork a w JU The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for v O the lower garage level of the residence. It is expected that the excavation will be made through native soil 2 0 2 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 w N 0 soils should be removed from the site or used in nonstructural landscape areas away from the slopes. 2 g 4i We recommend that the recycled concrete previously placed at other locations on the site be used to backfill all to d foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept al separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used ? for backfill. 2 w V ON oI-- ww The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive c) and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated 0 and replaced by materials such as recycled concrete or quarry spalls. al N U -- The foundations should be designed and constructed in accordance with the recommendations presented in the z referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Foundations Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 Mr. Bill Fowler June 16, 2000 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippides Engineer Anil Butail, P. Principal CP /AB:ko cc: Mr E2CPfRES -Ito - 00 pkr Arc itects, P.S. Project No. T- 1515 -2 Page No. 3 LICENSE DETAIL INFORM TION Form Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 * *_*VIEW PRINCIPAL OWNERLS) FOR THIS_LICENSE* 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * http: / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= DUJARD *204L0 ?++- t_! 'ItJN,{'N+,.�r2•x%s?iu #tR ,?, ^ri-:, +y.,y.�y;<r.+;ri _ ra `. nr.. �..ns+;- x..�.�....:'�''.�,� Page 1 of 1 New inquiry by CITY, NANIE, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page 2/28/01 PERMIT NO.: D&(-- 16(0 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential 15 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Stn►ct ❑ 00071 Mobile Home Tie Down Insp • 00072 Marriage Lines 00090 Rested 00095 Footing Drains • 00100 Foundation Footings 00200 Foundation Walls • 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space • 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing • 00525 Plywood Deck Nailing • 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 00610 Chimney Installation /All Types 00700 Framing 00750 Root%Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation 4 , 00802 Exterior Rool'Insulation 00803 Glazing Inspection 0081 S Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening 0 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof ❑, 01400 Final -Fire 01700 Final - Building 0 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Spccial -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special-Reinf Gypsum Concrete ❑ 04008 Special - Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 0401I Special- Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: (' f er ✓iet) 2 b W CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notity Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ubgradc preparation including drainage. excavation ❑ 0018 Statement from rooting contractor verifying tire X. retardant class of roof 0019 All construction to be done in conformance w /approved plans No work shall he done in addition to those modifications..." 01102 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ / 0022 Fire retardant treated wood shall have flame spread of 0025 b4 0023 Notify Building Division prior to placing any concrete a All 0024 spray applied fireproofing shall be special inspected All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 0 30 No occupancy of building until final insp by Bldg Div ❑ (111 (1032 Remove all weeds. concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ " BTtt maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C 010 will be required for this permit iii 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 2 Th1C ❑ 0041 Ventilation is required for all new rooms & spaces % 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Cu" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WAl3O certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall he special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 003 3 Removal of septic tanks require approval and compliance with King Co I Iealth Dept. ❑ "Obtain required inspections ttont appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Water heater shall be anchored...." ❑ " Reraot" Plan Reviewer: Permit Tech: Date: J d Date: 1 W I 41101 Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET DO( I-6'4 MAY 2 2 2001 Lot Address Tax ID # Plan # Main Upr Bsmt Total Gar Cvr'd Base Plan# 1 13602 42' Ave South 261200 -0010 1843b 835 866 162 1863 637 117 B2000-072 2 13608 42n Ave South 261200 -0020 1843a 835 854 162 1849 637 192 B2000 -073 3 4202 South 13791 261200 -0030 2119 964 1155 0 2119 422 109 B2000 -058 4 4206 South 137 St 261200 -0040 2246 995 1251 950unr 2246 503 139 132000 -059 5 4210 South 137t St 261200 -0050 2108c 931 1177 906un4 2108 487 38 B2000 -060 6 4214 South 137 St 261200 -0060 2246 995 1251 950unr 2246 503 139 B2000 -059 7 4218 South 13797 261200 -0070 2246 995 1251 950unr 2246 503 139 B2000 -059 8 4222 South 137 St 261200 -0080 2108c 931 1177 906unr 2108 487 38 B2000 -060 4 4226 South 137'" St 2612(10-0090 2108 931 1177 906unr 2108 487 38 82000 -060 10 4230 South 137 St 261200 -0100 2246 995 1251 950unr 2246 503 139 B2000 -059 11 4234 South 137 (5----- 37 S `� t 261200.0110 2108 931 1177 906unr 2108 487 38 B2000.060 12 4238 South 137 St 261200 -0120 I568a 715 853 0 1568 450 150 B2000 -061 13 4242 South 137 Place 261200 -0130 2108 931 1 177 906unr 2108 487 38 B2000 -060 14 4246 South 137 Place 261200 -0140 2108 931 1177 906unr 2108 487 38 B2000.060 15 4250 South 137 Place 261200 -0150 2108spc1 931 1177 906unr 2108 1 487 38 B2000 -060 16 4254 South 137 Place – 261200 -0160 2108spcl 17 4258 South 137' Place 261200 -0170 2246 995 1251 950unr. 2246 503 139 B2000 -059 18 4262 South 137 Place 261200 -0180 2060 927 1 133 0 2060 523 124 112000.063 19 4266 South 137 Place 261200 -0190 2119 964 1155 0 2119 422 109 112000 -058 20 4270 South 137 Place 261200.0200 2060 927 1 133 0 2060 523 124 112000 -063 21 13714 43 Place South 261200 -0210 2119 964 1155 0 2119 422 109 B2000 -058 22 13710 4Ta Place South 261200 -0220 2060 927 1133 0 2060 523 124 B2000-063 23 13706 43r Place South 261200 -0230 1568a 715 853 0 1568 450 150 112000 -061 24 13701 43r Place South 261200 -0240 1568b 722 849 0 1571 450 43 132000 -062 25 13705 43` Place South 261200 -0250 1843a 835 854 162 1849 637 192 B2000-073 26 13709 43' Place South 261200 -0260 1843b 835 866 162 1863 637 117 132000 -072 27 13715 43' Place South 261200 -0270 1843a 835 854 162 1849 637 192 B2000 -073 28 13719 43' Place South 261200 -0280 1843b 835 866 162 1863 637 117 B2000 -072 29 13723 43r Place South 261200 -0290 1843b 835 866 162 1863 637 117 B2000-072 30 13727 43r Place South 261200 -0300 1843a 835 854 162 1849 637 192 132000 -073 31 13710 42r Ave South 261200 -0310 2060 927 1133 0 2060 523 124 B2000 -063 32 13714 422 Ave South 261200 -0320 2119 964 1155 0 2119 422 109 B2000-058 33 13718 42r Ave South 261200 -0330 2060 927 1133 0 2060 523 124 B2000 -063 34 13722 42n Ave South 261200 -0340 2119 964 1155 0 2119 422 109 B2000 -058 35 4275 South 137 Street 261200 -0350 1843a 835 854 162 1849 637 192 B2000 -073 36 4279 South 137 S`� trees 261200 -0360 1843b 835 866 162 1863 637 117 B2000 -072 37 4283 South 137 Street 261200 -0370 1843a 835 854 162 1849 637 192 B2000 -073 38 4287 South 137 Street 261200 -0380 1843b 835 866 162 1863 637 117 132000 -072 39 4291 South 137` Street 261200 -0390 1843a 835 854 162 1849 637 192 B2000 -073 40 4295 South 137 Street 261200 -0400 1843b 835 866 162 1863 637 117 B2000 -072 Owner: Dujardin Development Phone #425- 334 -5018 Fax #425- 334 -5041 Agent: Kappler Architect, P.S. Phone #425 -641 -5320 Fax #425 -641 -5318 K: \Kaa \98\ 98013 \980138 \Dujardin \Fosterview - Addresses - TaxID - SqFt - Base #.doc i t ) 0(154 , FOSTERVIEW ESTATES TUKWILA, WASHINGTON FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL ADDRESS: 13727 43rd PLACE SOUTH OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. SE EVERETT WA 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT- KAPPLER ARCHITECTS 14311 SE 16th St. BELLLVUE 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 DOCUMENTS LOT 30 TAX PARCEL I.D. #: 261200 -0300 SHEET INDEX PLAT ARCHITECTURAL PLANS Slit 4 of 4 PLO PL4 PIS PL6 P2.6 P6.8 P8.0 79.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE D - HOME DEVELOPMENT PLAN MASTER ARCHi11CTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 26 - 30 SITE SPECIFIC SECTIONS - LOTS 27 - 30 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 30 STAIR DETAILS FOR PLANS 1843 A & B CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -I2 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER MENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -073) AL A21 A22 A3. A4. A5. A6. Al. DL D2 SL S2. S3. ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING 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 Do t t3L FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. SEPARATE PERMIT / REQUIRED FOR: C1 MECHANICAL �j ELECTRICAL [ � ,/ PLUMt31NG L7 GAS PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL a AL O F TUKWILA B ILDING DIVISION. AND MAY i:,!U7_ nom_ _ PLAN t r r I he, plans hale been rer by the Public oh arks Department for conformance with current Cin' standards. Acceptance is subject to errors and emissions which do not authorize violations of adcpted standards or ordinances. The responsibility for the ode uat.S of the design rests ,busily with the designer. Additions, deletions or to these drawings after this dace lull void this >cptanee and will require a usninnittal of BMW *swifts for subsequent approval Final acceptance the Public Wmlts$ a add fagged= by utilities inspocke Daze 6 Zk(or »CGG55 LP11J4 41- 7ER_, 6TO/et/ LPiN*96E 0 , Co U? vJ v co w � v v * CO l ccs nRc JOB NO.: 00149 SHEET I COVER SHEET AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 2 LOT 28 B 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT, 34 3 LOT 35 A LOT 36 9 LOT 37 C LOT 38 4 LOT 39 C 10 LOT 40 0 AREA LOT# PHASE 'LOT 1 1 LOT2 A LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 2 LOT 8 B LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14. 3 LOT 15 A LOT 16 LOT 17 LOT 18 4 LOT 19 C LOT 20 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING 174EIR FOOTINGS, FOUNDATIONS ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA /PHASE KEY 3. 771E CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMIMENDAIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS; • ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF 774E 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 TIE 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 TO BE SUBMITTED TO THE an' 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 a THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES; AS APPROVED BY THE OW OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OMB? HEREBY RELEASES THE an' 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 m1HIN THE PLAT; PROVIDED, THAT IRIS 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 SEMIS UTILITY EASEMENT 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, CIYIS1RUCT, ERECT, ALTER, IMPROVE: REPAIR, ENERGIZE OPERATE AND MAMNTAMN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS DUCTS, VAULTS MANHOLES CABINETS CONTAINERS CONDUITS; WIRES AND OTHER NECESSARY OR CONVEMENT APPURTENNANCEI TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES STRIATED IN THE COUNTY OF KING STATE OF WASHINGTON, TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS °UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS' 1OGE7NER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING CONSTRUCTING RECONSTRUCTING REPAIRING, RENEWING, ALTERING CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO 114E RIGHT TO THE GRANTEE; ITS SUCCORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWWNG UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACTURES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF, AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE MY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW,' FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. ME RIGHTS, , TITLE, .PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT. WHICH TIME ALL SUCH RIGHTS TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE, Vg-w co OPEN SPACE EASEMENT LINE TABLE LINE I - DIRECTION:. .. I DISTANCE 151 N8959'54"W 40.25' 0.2 N003904E ISLE as N895954'W 58.26' BA N7341171W 10570' EL5 N7341'171W 262' 1L6 N1956343 4.5• EL7 N877854E 51.21' as 009V7323 7244' as N5720563 27.23' EL10 N8323'463 29.05' all NI37557'E 2255' 1512 N8936'14'W 4642' 15l3 N14V936E 35.05' 1514. N8876'091W. 47.06' E15 1.0876'09V 5.12' EL16 N1653'053 3200' EL17 N2120'453 25.84' 1578 N8240'2316 14.86' EL19 N7241473 20.92' 1520 N525247 Y 32.09' 021 1452172'47V 28.92' 13-22 N897056'W 26.97' 0.23 N8970561W 24.39' E24 N8920'5611 16.55' E1-25 N60'41'36 ''E 5267' 0.26 NOOVO'003 9.61' a27 N8920561W 33.40' 8.28 $7529143 45.91' E729 N6652393 2242' 0130 N1938'541W 38.71 a31 E32 N3255'121W 3344' 918572571Y 49.06 N5157'35E EL33 1582' EL34 N08'45'04E 22.04' EL35 N4/V8'35'W 2268' 1536 NO252'461W 21.13' EL37 N6453411W 60.03' EL38 NO232461V 19.88' EL39 N38515'34E 23.66' EL40 N6453 41'W 41.66' a41 N38125343 16.16' 1542 N7429413 2599' 1543 NO356 32'W 31.75' 1144 N3459'323 2595' Q45 N0879'49'E 15.18' E46 N263542'W 1493' EL47 NO2•4343 17.08' 1548 N3535213 21.05' E49 N22'42403 16.28' E150 N874828'W 20.74' N87'48'28'W 10.83' ass N87'48281W 2s7' EL53 NO/37'43E 5000' a54 N355757W 74.34' ass 5535715E 80.93' OPEN SPACE EASEMENT CURVE TABLE CURIE I RADIUS I LENGTH I DATA EC 53.11' 57.93 6229'43" EC2 47.00' 17,23' 205952" EC3 3327' 36.25' 622518' EC4 20.00' 49.81' 142'41'51' FOSTERVIEW ESTATES A REPLAN' OF A PORTION OF TRACT 67 RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, 7. 23 N., R. 4 : E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON M R.L. Mc ENGINEERS 0 DUFFY & ASSOCIATES, INC. K O LAND USE CONSULTANTS SURVEYORS .CONSULTANTS • MANAGEMENT 3605 C LBYA*IJVE EWAETT, IIASHWOON 98201 (425) 258 -4438 FAX (425) 258 -1616 DATE 2/7/00 DWG Br KMG JOB NO 96089 SHT 4 OF 4, PLC USES II•tizi PLAN 1568A 2 '4+. 1568B - PLAN 1843A 7 LOT 1 1843B 6 X 2060 5 LOT 21 2108 5 ( ;2) 2246 5 2119 6 LOT # PHASE PLAN PORCH AREA LOT # PHASE PLAN PO CCH AREA LOT 1 1843B X LOT 21 2119 LOT 2 1843A X LOT 22 B 2060 5 LOT 3 A 2119 1 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 2148 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 MOD'RD (1) LOT 35 C 1843B 9 LOT 16 MOD'FD (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 2060 4 LOT 38 1843A LOT 19 C 2119 LOT 39 i 1843B LOT 20 2060 LOT 40 D 1843A 10 TOME PLAN MATRIX & SCHEDULE PHASE A PHASE B PHASE KEY PHASE C PHASE D lrrr��� �,•r PAN DE LA XL ucrta BE a'`+ •, MMEND 11. G I BY CITY OF V VV V VVV VVVVV V VV V VVV VVV VVVVV vvvv V vvvv V.'s/Vs./V.,/ vvvvvv vvvvvv OME DEVELOPMENT PLAN (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS EACH AREA IS TO CORRESPONDING CON I. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED B 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES. S. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE DIST FOOTINGS FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MITI FOR SOIL STABILII'YAND EROSION CONTRO DURING HOME CONSTGRCTION. C NF1�DFDIUAI 7AW 7 dRAEONOPADJACENTHOMEBEYELEME D. CONSTRUCTION DESIGN PARAMETERS ON A TAT E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CO FOUNDATIONS, FOOTINGS AND FLOOR STARS THERE TOLL BE UM IF,DFIGIVA[FON ANDRTMWAL SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 15 THROUGH 44, TFE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE LOT DEVELOPMENT OT AGUE'E AN ACCEPTABLE OPTION IS 10 PROVIDE A MECHANICALLY STABIUZDD RETAINING WALL THE (NORTH END) OF THE LOIS WILL HAVE THEIR CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT GRO p ADDRESSES AND FOOTING FUULFILLS THEIR GEOTECHNICAL A 7. DURING CONSTRUCTION, TILE GEOTECHNICAL ENG THE IMPLEMENTATION OF THE HOUSE DEVELOP REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS: A TEMPORARY EXCAVATION OF CONSTRUCT' MITIGATION MEASURES. R. VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PLACEMENTS ACCORDING TO GEOTECHNICAL C. VERIFICATION OF MCI FILL AND PREPARATION In IN ADJACENT HOME DEVELOPMENT CONSTR ACCORDING TO GEOTECHNICAL RECOMMENDnII & THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICA ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLIS IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIQN& f 2 1 40 • E:1 =40' 160 A TITLE JOB NO. 9801321 P1.ol SHEET 11 LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 2108 LOT 6 LOT 7 1 LOT 8 , LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 ! '0T 14 LOT 15 LOT 16 LOT 17 LOT 18 I LOT 19 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT 1 HAL FENCE (AS SHOWN ON C-2) TO REMAIN 1568A IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. PHASE A PLAN 1 1843B 1843A A 1 2119 2246 2246 I 2246 2108 2108 2246 2108 1568A 2108 2108 2108 MOD'FD (1) 2108 i MOD'F.D (2) I 2246 I 2060 MOD'FD PORCH FR0119117' GM" — 17P 1117V TRACT "B" AREA 3 2 sN, LOT # LOT 21 I LOT 22 LOT 23 LOT 24 , LOT 25 LOT 26 LOT 27 I LOT 28 LOT 29 LOT 30 LOT 31 1 I LOT 32 LOT 33 I 1 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 PHASE 1568B 1843A 7 18438 2060 5 I 2108 1 5 (.2) I 2246 I 5 I 2119 I 6 1 MOD'FD PLAN PORCH I 2119 B 2060 . 1568A I 1 156813 C I 1843A 184313 1843A 1843B D I 1843B 1843A I 2060 1 2119 A 2060 2119 1843B I843A C!1843B 9 1843A (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) iJSES 2 6 I 8 2119 4 LOT 39 I 1843B I LOT 20 2060 LOT 40 I D ' 1843A 10 AREA 5 6 7 HOME PLAN MATRIX & SCHEDULE TRACT "A" PH PRGFIPlY LAIC — 111. &RAO 11C1:1 N Do Hs OME DEVELOPMENT PLAN DETAIL/ KEY PLAN 24 40 I- E : 1' R/r. !EMI = = 0_ ers 1 JOB NO. 9801321 80 160 ' F1.41 = 40 SHEET TRACT "A" - - SOUTHGATE PARK ` ter ., � ;' a EX OWLL7Y �/` �� ` ` POLE �mi! o � i . 'leer EX U77L7TY POLE 75" NA 771 IEGETA776W BUFFER UTLL/7Y P C CL%YG WALL,.S _ -I GUY POLE \ I /+ te r-- EX 80457, PER CIVIL FINAL GRADING PLAN SHEET CO31 GRADING AND STREET PLAN lSee SCALE L40 I 0 20 40 60 80 160 TE STEPS A50 - -I NEW 5" ASPIL WAALK ;•I1�' S 1377/1 STREET - . - -• -- R /b, NEW 5" CONC. PALE SEE SHEET A50 FOR SITE STEP INFORMATION TITLE JOB 'NO. 98053 SHEET P.. , 5 1 T5. EAL TOTAL ADJACENT TO LOT ; FILL WITHIN R.O.W. I CUT FILL 0 0 01 348 133 02 I 177 266 I N/A j N/A 03 35 37 0 4 04 60 114 N/A I N/A 05 25 193 I N/A ; N/A 06 25 204 N/A N/A CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. 07 22 290 N/A I N/A 08 40 227 N/A N/A 09 ! 25 235 I N/A N/A 10 35 255 N/A I N/A 11 60 150 N/A N/A 26 ' 449 12 87 30 N/A N/A 27 551 13 193 30 N/A N/A > 28 I 647 ;14 41 150 N/A I N/A 29 424 15 I 45 150 N/A N/A 130 381 16 ! 45 85 N/A N/A 31 38 17 ! 56 36 N/A N/A 32 j 35 ' 18 I 76 36 N/A N/A ', 33 ' 38 19 108 30 N/A N/A 34 i 35 20 ' 140 25 N/A N/A I 35 i 596 21 35 25 N/A N/A 3 580 22 ! 40 38 N/A N/A 37 480 23 40 44 N/A N/A 38 446 24 282 25 35 0 39 395 25 266 38 35 0 40 473 TOTAL TOTAL ADJACENT TO LOT I LOT CUT FILL WITHIN R.O.W. CUT ? FILL 40 40 40 137 81 N/A N/A N/A N/A 0 N/A N/A N/A N/A IX UM/ 83 POLE 40 N/A N/A 40 N/A ' N/A 40 N/A N/A 40 j N/A N/A 40 N/A I N/A 40 N/A N/A FOCSIAWL PLOW U.'F/TY£ASENN7 IOPN /YATE OA.I/NAOEESNTI SOUTHGATE PARK PEOESIA)AN AND RAZE NIB' /TYEAST.IENT OPEN,NACE CTR A1IF, COMPAR NM /N IX ROOFER IX CQVC IX G7/YPar Ad/A(£EAIT IO•PANAGEEAI7I PROPER, ire- nP oPACT.d7YJ TRACT "A" 15 STEPS Asm NEW 5 CONC WALK NEW 5' AS%L WALK;::. S. 137TH STREET SEE SNEET A50 FOR SITE STEP SECR1ATICN z V CO F TITLE JOB NO.: 98013 SHEET II 1 C SITE PLAN NOTES 1. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PIS. a ALL FOOTING DRAINS ARE PER DETAIL 9/P80 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4 NON - PERFORATED ADS N-12. PROVIDE 4% POSITIVE GRADLAN . TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT , UNCTION THEN CONTINUE TIGHTIJNE 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 314' TYPE K COOPPER WATER METER IS FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER SEE CML SHEET C- a 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4 CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20' -0". MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 31, 32 , 33 AND 34 TO HAVE RESIDENTIAL TRENCH DRAIN 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, P12 , P1.3 AND P14. 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 Pt6. )(t5r. c5 55s SNT.G >:o9 I N VirRTs D PLA . - -- 17.W / / PAT �: ///, KEPREcir BI 4YD FJr (S A PP k- 55•D F}CCE55 l PeQt. ft LTSCzt STORM Alt RI1DAG E / � F These plans have been renewed by the Public Works Department for conformance with current Ccv standards. Acceptance is subject to errors and omissions which do not authothn violations of adopted standards or ordinances. The tapz'lniity for the adequacy of the design teats totally with the designer. Additions, deletions or raiment to the drawing after this date will void this ammo= and will require a rewbmittal of embed &wings for subsequent approval Final acceptance is subject to field iaspadaa by the Public Works utilities inspector. Date: ( By: •_ z a E-+ 0 N 1P2 .6 DUJAR DI N Date By IPRMr Description 71 t7, 08/22/0 PM PERMIT SET__ F4STERVIEW ESTATES THIS DRAWING IS CO COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT z a -0 030 mo o-cd mmz 5 mm iV n m 11 -i. .1 -t- i—i I -{- i y -+— _ i. -F--i —a- I i--i- � i - PROPERTY LINE I I ! I ! ! sue" • I I! i i i I I l i I I i • I, y I_i — 1 i i i. PROPERTY LINB II i 1 1 1 1 1 1 1 1 1 I1 I I! I ! I l 1 I 1 ! 1 I ! 1 i I I I PROPERTY LINE I i i i 1 1 ! I I I 1 I I 1 1 i i i i I l • i i I I R. yo . II 1 1 0'60.1E1-• i; 1 I ; j —, I •II 1 i i l i l i i i i I II 4! i I I i I j I i!! 1 1 i i; i I ! I + l i l i I ; 1 1 I I I PROPERTY LINE j� j6 19 I� ;i1 I r 1 1! i; 1 ! I i I ° ! 1! 1 1 1 ! 1 1 1 I l i • , I i i i I I I I ; f ! i i 1 1 i ! 1 Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 p crf 1 1 1 I ; ! 1 l l 1 I i l I CD I 1 i 1 I I 1 1 1 I I 1 I I i i i I 1 i i I I I 1 1 I I I 1 1 I c ! 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I i 1 I i :Ii i PROPERTY LINE i ! 1 i P I 1 I I I I I E 1� ! 1 ii i i i b I iii l I 14/1,15t ! 1 I I I I 1 i$A i 4iVi4 1 iikik1 I41 i4iG Ili ittig . 1 i I i i I ! i i i 14 4 i i I t I 14 i i I� i i I/ 1 1 i 1 1 ! 1 !! 1 i I ■ 1 GRANULAR 5TRUQURAL FUl SEE SITE SPECIRC FaNDAT(O( DETAIL FOR FOOTBICs CONSIFUC CN. FABRIC - FT RAR 500x OR ECIIAL TIHTLNE To @ NOTE ...MIST BE N FIAGE PRIOR TO Rl.L SAO:FILL OF WALL K. TOP CF BAR FBIIw GRADE 11/2' CLEAR It4l'�■I11IE 5/8'410• AB. W/ 7X7X3A6 5!2 STEEL PLATE WASHERS • 4' -0 OL. (DIV. 3 SHEET A -I) EXCEPT AS NOTED a SFEARUALL SCHEDULE l• MN EMBED: (2) •4 BAR • TDP • VERT. BAR •U• oc, FULL WEIGHT OF WALL (DIV.3 SHEET A -17 •4 VERT.J BAR• 6 oc (DIV. 3 SHEET A -U DAMP PROOFING ( DIV l SHT AU 4 HORZ BAR • VI oc OVERLAP (MN) (DIV.3 SHEET A -U OP OUNDATION DETAIL 3/4W-0' TOP CF SLAB TOP CF BAR BED GRADE NOT SLIDE M THIS BIG SPT L TCP OF BAR ISHED GRADE �. 14444 I CL FOUNDATION DE 3 /4=T -0' (2) 4 BAR • T. c A-U EXCEPT MN REED_ •4 vERF_BAR• 16' OC, FULL ( DM3 OF fDN.35F1EET A -U 1 J BAR • fr FEW, SHEET A-0 4 HORL BAR •T0'oc CDN.3 SEET A-U DAMP PROOFNG Div T SIT AU m TICINTIAIE •4 FIORE BAR 3'-0•• ID' oc (DM3 SET A-U (5) MBAR CON. (DN.3 Sgr A-D SOLD SUBSTRATE, SEE DETAL 9080 FOR FOOT.. DRAM CONSTROLTICN (DIV.2 SHEET A-FS `.. 7X7X3M' SCL WASHERS • 0-0' SHEET A -U EXCEPT CN SFEARLLN.L l' MN 137EJ3. •4 vERT. BAR• 5 OC,RLL H EIGHT CF U1N1 L (DIV.3 SHEET A-LT VERT. J BAR GR 60.5'oc i..Z (DIV 3 34EEE (814 BAR (DI, 3 SHEET A- SOLID BESTRATE SEE DETAIL 9(P80 FOR FOOT. DRAM CONSTR (DIV 2 SHEET A -U - U T TOP CF MBAR •; NOTE SOamsr EE RACE PRICK TO M ELAGEF LL CF HALL 3/4=T -O• TOP CF BAR L� NOIE saa,uST BE N PLACE PRORTOR� BACKE!! OF NALL OP CF r ' � FOUNDATION DETAIL TOP EFSLAB S TOP CFJBAR .FAZ. BAR • e' oc (DN.3 SHEET A -il DAMP PROOFNG ( Div 1 SHT AN T' TIGSHTLINE SE NORZ BAR 4'-0'c9' oc 3'N \ 3 SHEET A -U FNS(GRADE OUNDATION DETAIL 4=1-0' NOTE SOG. MIST BE N C ?LACE MICR TO MI i BAOSELL CF WALL • :. I .i TOW' OF I ILTCEEAR 1511 =. II 1 12' CLEAR 3,4 . 10' 1-10' NTS FOUNDATION DETAIL a IiF VBBOLAR SlRLNAME SIM CLEAR 3/44-0 5/8 410• AB. W/o2S070/16' Sa STEEL PLATETUASNERS • 4' -0• OL. (DIV..B EET A -U EXCEPT A5 NOTED ON SNEARUALL 50EDI1LE l' MN. EMBED. (2)4 BAR •TOP • VERT. BAR• U• oc, FULL MSC. OF WALL (DN 3 SEET A -U 5YERT.J -X 0.5 oc F 1 (03 SHEET A -U DAMP PROCRE( D1.1 SHT Anil •4 HORZ BAR • VP oc r OVERLAP [MN) (DN.3 SHIFET A -V Tian. HOR. BAR 2' -0' • 16, (DM 3 SHEET A-U C O SEE DETAIL 511.8.0 FOR d yx BOOING ORAN CONSTRUCTION (DIV. 2 SHEET A -IT j 4 BAR CCM. (D SEET A-U SOLID IRA TE 4 CONC. •:_.. OVER VAPOR 5/8'410 STEEL O.C. (D5 AS NOTED 03300-05 03300 -06 FOUNDATION DETAIL 3/4' =T-O' CF Fry "13 FOUNDATION DETAIL 3 /4 =T-O' TOP OFJ BAR GRADE 11 SLIDE N THIS • ( T U +e TOP OFJ BAR 2' 0' FNI5IED GRADE m? - . 04, • CLEAR VBUCULAR RRGHARiE TIeHTLME DAPPPRTOFMG (DIV. 7 SHEET A -I) 03300-07 1/A'410' =. W/ 2,2,3/16 SCE STEEL PLATE • 4' -0 0.C. SHE . (DI, 3 ET A -11 AS NOTED ON SHEATETALL `CHEVI F MN MB EED. (2).4 BAR •TOP 4 NORM BAR 10' OL., I' -6• CORER OVERLAP (DIV 3 SHEET A -I) *4 VERT. J BAR 0.C., ALTERNATE BENDS (DIV. 3 SHEET A -I) SEE DETAIL:W.130 FOR FOOTING DRAM CONSTRUCT. (DIY. 2 SHEET A -D SOLID BBSTRATE (3) •4 BAR CONT. (oil's SHEET HICLL A -I) VEAR SIRCHARSE 03300 -02=. 5/8'410' AB. W/ 2,2 STEEL PLATE a:.='• 4' -0' 0.0 (DIV. 3 SHEET: -' U EXCEPT AS NOTED 'ON SCHEDULE l' � VI Vl NOTE TWO DECKS WILL NOT BE users FOR L 001DMCNS. NSTALL LOUER DECK OILY WREN GRADE WINES. 2x6 RALNG 2x2.5 V1' OC (AMR DIST. BNN NOT TO EXCEED 4' 5/4 x 41K CDR DCK5 2 Ax 8 I6P' OL DECK'T- T ATTACH LEDGER .1/ 2 ROWS CF I2' LAG BOLTS AT K• oc TIP. TJI FLOOR FRA.. • RIM BOATED PER PLAN 6410 P.T. BEAM ECC66 TO P05T5 ABOVE AMID BELOW 24 FACIA BOAR (2' GREATER TH DEP THAN JOISTS) LAG BOLT, EACH ND AT CH E 6. 008 F3RACE. TIP. 5.6 6x6 L POST W CEi66 FNISH GRADE (4/•4 BAR VERT.t 51U3 NTO FCCIII. •4 BAR IIRAP• H2' oc N B M TOP AMID OTTOM 36.6540' CONIC PAD (4) •4 BAR EACH VIAY ON SOLD SUBSTRATE FOOTNG DTH 1.52 GEOTEGN FN^.•FFR 1S TYP DECK CROSS SECTION 3/4' =T-O• 06200-10_,T DOES NOT SLIDE IN THIS f/ON, FOOTNG SPANS HOR 720(�ALLY. NOTE FOOTBE C01IDmON, HORZCNTALLY. FOOTING DRAIN DETAIL 3 /4 =T-O' TOP CF 4TS F OUNDATION DETAIL FOOT. DOES SLIDE M 34I5 CONDITION, FOOT. NORZCNTALLY. „ TOP OF WASHED l/8' MATERIAL 2 MN OVER FOOT'G DRAN 4" RIGID PERFORATED PIPE (4% MN SLOPE) 5)s 470• AM & 2 STEEL PLATE .- OL - (DIV.3 -_ AS NOTED 5/8'410' AB. W(2 25:3/K' S0! STEEL PLATE WASHERS • 4 Or_ (D M 3S UELFA- CEPT 5140TAN SEAR., SCHEDULE T MN EMBED ) P •4 BAR• ▪ YE72C LL BAR EDT CC R HEIGHT CF BALL (DN.3 SHEET A -U . VTR J BAR •5' (DIV.3 SEET A-12 4 HORZ BAR •EP oc (DIV 3 SHEET A-U DAM' PROORTE ( 017 Elf AV TIGH7LNE •4 HORZ BAR 3' -0'•ir (DIV 3SHEET A-11 4,BARCON. (DIV 3 EA -U SOLID SBATE SEE DETAIL 5R'8O FOR FOOTING DRAIN CXMSTRCTICN (DIV 2 SHEET A-1) 5/8'440' STEEL DOL.( I AS 03300 -10 03300 -72 FOUNDATION DETAIL 3/4=1-0' FM. GRADE TIGHTLNE (5)•4 BAR CONT. (DN.3 SHEET A -U SEE DETAIL SA FOR FOOTNGG DRAM CONSTRICTION (DIV 2 SHEET A -U SOLID SUBSTRATE P CCNC. SLAB OVER 4• ROCK O4ER VAPOR BARRIO0 • PLATE ATE WASHERS • 4'-0' OC. (DM 3 SHEET A -U EXCEPT AS NOTED CN swam, - \ HED SCLLE T MN BIBED- (2)4BAR•TOP 4 VERT BAR (9'-0' MN) •D'oc MI 3SHETAU ?- S VERL 6 J BAR.60. ' oc WI, 3 SEET A - DAPP Pfd'CR..( DN lSHT AU HORZ BARS oc OV8d AP ORU N. (D3 SHEET A-1) TIGFm_NE 4 HOTEL BAR 3'- 0'•Q' 001.3 SHEET A -U SEE DETAIL 9080 FOR FOOTNG DRAM CONSTRICTION 071 2 SST A -U M (6)4 BAR CC. 53513 SHEET A -U SOLID SUBSTRATE ER CCNC. SLAB OV 4• ROCK OVER VAPOR BARRER , 4 BAR •TCP AB W/ - ,-1 'X315' 5D. ('LATE • 4'-0' 3 A -U E<CEPT SHEARUALL T M51 EMBED. IN VERT. BAR• WY oc,RLL WEIGHT GE SW._ (DIV 3 SHEET A -U 5 VERT.J EEA - 50. 5'x MTV.3 SHEET A -1) 4, NCR Z BAR •8'oc (13N.3 SHEET A -I) DAMP PROOFNGG (DN.I SHE AU • HORZ 3'•0 BAR •.10' oc (DN.9 SEET A -U CO • BAR CONT. (D13 SWEET - A-U SOLID5UB5TRATE 4 CCNC. SLAB OVER 0 ROOC OVER vAPOR BAR21OR °13°°'°6 NOTE TOOTNR DOES 0241311104. HOR60NTAL, OP CF SLAB FOUNDATION DETAIL FOOTNG DOES ic;ASLDE N THIS COIDfiIGN, FOOTMi'SE'M5 HORIZONTAL TOP OF SLAB r -4• 8. 2. -0. OUNDATION DETAIL 3/-0' 8810' ABM 230 SR STEEL PLATE WAS.. • 4' -0' OL, MIV.3 SH.T A -U EXCEPT AS NOTED CN SHHEARLIALL SCHEDULE MN EMBED. (2)•4 BART. •4 NOM BAR 0' OL, I'-6• CORNER OVES _AP (DIV 3 SHEET A-I) •4 VERT. J BAR K• OZ. ALTERNATE BEFIDS (DIV. 3 SHEET A -U TIGHTLPE DAMPPROCFING (DIV. 1 SHEET A -U SEE DETAIL 9(P80 FOR FOOTING DRAM CCNSTRCTION (DIV 2 SHEET A -U SOLID SUBSTRATE (314 BAR CC40 (DIV.3 SHEET A -I) R•TOP •4 VERT. BAR • E OC, RILL HEIGHT CF WALL (Div.3 BEET A -U vERT. J BAR • 8'oc (Div.3 SHEET A -I) •4 NOR. BAR • 10' oc (D1,3 SHEET A -U DAMPPROOFNG ( Div i SAT Al) \ TIGHLLNE O (5) •4`14R CONT. 0) AT TOE (Div. 3 SEE, A -U SOLID 5)0545104. SEE DETAIL 9(P80 FOR TOOTHY... DRAM CONSTR (DIV. 2 SHEET A -I) 5/8•48' AB. W/ 2,250W 5a STEEL PLATE WASHERS a 4 -0' 0L. (DIV. 3 540E1 A -I) EXCEPT AS NOTED 011.SHEATd0ALL SCHEDULE l' MN EMBED. (2) 4 BAR •TOP •4 VERT. BAR • U' CC, RILL HEIGHT H WALL (DIV. 3 SHEET A -U •4YERT:J BAR•6'oc (DIV 3 SWIE_F:T A -U 4 WHORL BAR • 10' oc (DIV. 3 SHEET A -I) DAMP PROOF.( DIV l SHT Al) HORZ BAR 3'-0' • 0'.. oc (DIV 3 SHEET A -1) I SHEET P8 . 01 - ( 4 BAR CCNT. (3) TOE (DN. 3 AU SOLID TE SEE DETAIL FOOTBYs DRAM (DIV. 2 SHEET A U EMBED. 03300 -0 TION 03300 -04 TIME CITY CF JOB NO T J,i & 98013 P 9.0 SHEET - ,■■, I JOB NO.:. 9800 _ I Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJAR DIN Date By Dew tton 7117 t II , /( 4 5 ' STA1 I 01 l`4,111 ----- FOSTERVIEW ESTATES THIS DRAWNG IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT N. iso 111111 11111 1\-1AMASTERSVnEFTROTO 09 29-1998 1111:07 Sheet LL Work.:31.anion: raum 1 3/4' ' STEP PER GRADE L 4 10"ReYAJE Mar/ASCENT DAVNAEMIT 4° DOGE, PERFORATED P./PE 00414 AND WNW 14PRIVAIE .47ffR 40'ACCESS AND U?Zf7YE.WT P 51NWAM Parr UIRITSEISE,IlNT 10 /Ma 06411/ACE E TIT 4"R/Ol.YO PERFORAIFD P /PE SEE WALL OETA /GS I5'AFIVA1EDRAM AAV SEAM' EIYr 5' WALK/bTK17Y r4sEm 7 PE INTO CATCH BASN EX 18" CYfP - - - -- 4° •122 PE ZTOS T - PIPE - �E�iX4LL_ /LS- . ______ CB 37 12 5 5' WALK/ CB 7 OMIT YEASEMENT 24 10' WALK /CURB UIOLITY EASEMENT 10PRNAIE oRNAUGa'E�n 21 5 1/77L /TY EASEMENT EX ROOKERY EX GUY POLE IX CQVC WALL F 171.43 TRACT " N07E AS BU/L T /A/FORA/ANON /S AS (lr 8/30/9=9. MAileHOLE UDS AND DRA /NAGE'ACCESS LIDS IN PAPEMENVT ARC /N Al RIM ELEVA77ONS MAY CHANGE Al- /tHH FINAL' LA OEN Lip" ASPHALT PAVEMENT HAS BEEN APPL%E77. \ EDGE OF EX \ ASPHALT \ \ (ABANOONEO) \\ EX \\ A \ ROADSIDE DITCH \ �G� \ lr NOTE THE FOLLOI{9NG CRY ARE ACCESS OR JUNCTION STRUCTURES, NOT INLETS AND NAVE SOLID COVERS 5 18, 18A, 18R 24A, 29, 294 30, 40 404 45 46 A IER COURSE WATER COURSE CATCH BAS /N DATA < 70 FA CEOFCURB IhSVE mew f14ESOVZ) LEA LEAS2 AYM ELE[4 MVKRT ELEY 1 22238 219.33 (87v) 2 21848 27548 !Si B 3 212.00 21067 OM 21052 (8N) 4 20475 200.70 (8 S), 205.05 (87v) 5 186:13 787.22 (R 18173 (725V) 187.02 (72NE) 6 18969 186.09 (12 7 174.77 17173 (12 SWJ, 77166 (127VE) 8 17443 17140 (8N112 9 174.63 771.72 (8 SE) 10 185.96 18.154 02-0 71 18010 77579 (12°) 77569 (12 - SE) 12 77930 17541 (12 SE), 77533 (12N[YSW) 13 188.38 784.42 (12 NW) 1418520 1768 4 (12 ° S E, NE) 15 17785 77477 (1271W), 17409 (72 SE) 16 17687 17355 (72 N) 77336 (72 NEJ 77 174.55 77050 (8 SE) 18 774.97 17004 OVERFLOW ELEV) 77000 (R 76789 8 SE), 76067(36 NW,SW,SE),16067(8 - OUT 17545 16645 (8 S) 76595 (12NW), 15065 (36NW,SE,NE), 16054(8NE 0UT) 17695 17324 (721) 16065 (35 1 - - ° %74 (72 N) 1 .94 13859 12 NEJ, 14324 (72 13144 (35 - NV 14.922 15172 (35 131.77 (36 SE) 144.51 741.67 (OVERFLOW ELEV), 13487 (12 N) 150.31 Or NE OUT), 73196 (35 WEVAULT /3 14005 (N ACCESS/ 14262 (M /ODLE ACCESS 74407 (S ACCESS) 13597 136 2 12 SW, 13672 (12 NEJ 144.52 13577 12'710,13577 (12 SEJ, 21(TYP //J 13674 12975 72 1297402V. 13124 (8 1 1 W 22 121.73 11.967 (12 if), 719.55 027/0 22 4 Ti 12,WCH LY/L iDPT (AL47AH EL 4VLER7S) N N \ \ \ N N PP W/ LUM /NA /RE N N 20' PURL /C UT/L/TY/ PEDESTRIAN EASEMENT CONC WALK GRAVEL DR PP W/ BASKETBALL HOOP EX ROCKERY CONC. OR /VE ORAVEL OR/ CONC WA, PLANTER BOX, GRAVEL OR/VE CB RE 9332 /E 8974 1152 6694 (242 5,00 ES ROCKERY ORA GRAVEL DR /VE I -4° R /040 PFRFORATO P /PF ^ ;\ 09 RE 16792'- E .6SR3 1548(/2•.5t /£ 3/12 "NM) 2 EX CONC WALL I Q EX GUY POLE GAS SOUTHGATE PARK EDGE OF c .' ASPHALT B /OF /L TAX' 170N SIYALE SEED MIX RED PFSCIAr R 070° A9912575 AtR! AFAAON' R4LYTA[ AGEZPAZNAS7A9IID466 .w SG APPLY THIS AT MIMES S PL447S SUCH ASBIEL AL7/DRty MOMS 04 ( INO ISPOU Q EEPIV SPX SAY (.3EVOIAR5 PACL6825,2 SZOIAAV SED6F MAROC a:WPM 04 07110P AS RELYYAIZED BY Di air. NYA91E MAWS .S I AS C47TAL MAYA LA,FOLL44 REED CANARY OUST (A'ALODSA AWNY L> 44 A10 PURPLE' LOOS r7RFE(Lt7NR MSAL,CAHN SiYALL NOT BE RASED LOVES ANY OIP TAM'S EDGE OT EX. ASPHALT PLUGGED TO EAST SPEC /F/CA77ONS Et}P \ \ \\ 15 SO \ \ \\ ▪ - \ \ \\ \ \ \ \ NOTE EL GAS LOCATED I ON {{£ST EDGE OF PAVE- I I MENT I L t NOMIT .T P0M7Y agamvAnow \� q .IS SG 5 82 85 EDGE OF EX ASPHALT ALL MOOS SHALL RE ht/ L'OYFORMANLE MTH JYS DOT (APWA) STANDARD PLANS AND SPEd/TCATTMS F04 P.OAD BRIOM AND MUNICIPAL CONSTRUCPOW AND CITY OF TUAlfrA STLW LRAINAM STANDARDS CATCH BASINS SHALL 8E TYPE 1 UNLESS OTHERNISE NOTED TYPE // CATCH BASINS SHALL BE 54 -11VM O/A ALL TYPE O CATCH SAVA, SHALL HAYS LADDERS AND SAFETY STEPS BRA /NATE R/PE SEAL/ BE PCLYDHYLOVE, SMOOTH WALL /N7ER/0R 0- -72 BY ADS OR ELUA1) UALE,' OThERN. - NOTED. PIZ' PIPE SHALL BE ASTM 8 -3034, 301 35 CLIP SHALL BF ALUMADUN 16 541/// UNLESS OTHERNSE NOTED CATCH BASYN AVLEIS MALL BE VANED MATES NTH THRU -CURB /FAME FOR YERRC:AL CURBS (SEE K//✓G COUNT YDMG NO 2 -015 SHT C -18) OR ROLLED CURS FRAME AND GRATE (SEE KING COON Y MC NO 2 -025 NUT C -18) AS APPROPRIATE CURS FRAME AND CRATE (SEE K/NG COON/SOUL NO 2 - 025 SHT C -1BJ, AS APPROPR /4. MATCH LINE EDGE OF EX ASPHALT (ABANDONED) X.Ak 12 E21527 1 Z/5.l1 LB 125100 72400 NORTH GRAPHIC SCALE 370 318 31C(T7PE //) 32 33 34 35 36 37 37A 38 39 40 40A \ 5 5 ` \ \ 41 15172 \ I \ ' /0N146:49 \ \ Y 43(TYP //) 105.26 \ I NO. 1 \ 44 22064 2 45 169.77 OBIMf\ i 46 13006 /EI/S.V I1 E 741.31 ( 12' ) 30A TYP // REMOVE. 15490 15280(12N) 153.55 151.80 (121 15600 1500(125), 1485 (12 EXISTING) 15162 14 7.4 9 (12Z W) 148.69 14574 02'09, 14564 02E1 15033 14551 (72 EW) 14345 CRA35 RIM 17653 17374 (12 16658 (12W) 16631 ( -12 {Y), 166.25 (12 E) 171.21 16670 (12 159.97 15737 (72 15727 (12 75269 149.39 (1.2":51f9, 149.74 (12N/ 15257 15043 ( OVERFLOW ELEVJ, 14093 (SWE 0UT), 14082 (55SE,SWJ 15310 14850 (12 SE, 8NE2 147.45 (36 14135 (36 - NV 148.58 (8 15985 (12V, 13977 (87V, 13815 (8 SWJ, 13507 (15WV) 10315 (12 10100 (15 SE), 10291 (15 NH' 217.85 (W) 16612 (8 12877 (153 72805 i "1.5 NWJ 0,00 .5:1 8-5.D WATER COURSE i IXPiRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN n DEVELOPMENT COMPANY R/W f S et W 5' U17L/TY EASEMENT IN A7 Oh87 RACT " =" 10' 1/71L/7T EASEWBVT 15'AVVAIELWAP02 AAD.F.?EST1T 15'AWAIESEMfl7 ONA/YAGEE3MT 115 34 TRACT "A" \ \ \ N N N N N \ SOUTHGATE PARK KEYSTONE WALL EX SAN AMN /9-30 RE 187.7 1E76 SPEC/F/CA77ONS ALL IOW SHALL BE /v CLMA A'F IONCr' WRI MS Bv7T (APIA STAMOAAD PLANS AND SPECR7CA77a15 FZ7P Ra44 NaV6 AAD /ILMWJPAL Ca1677ftellaig 07Y OF 7i4 L4 PUBLIC MOWS SFI E7P MitSNINHON AAD L1r{ETA°AoNT STANDARDS AAD YAL ltlr MA E? D57RLT STAADAAD .9 ARINS MANHOLES SHALL BE 48,601 BI44L 7E7Z 77PE 1 NTH ECCEV1NC CaSIrS 1FLE UNMAN ROOM" Of ME &S O? ABYIW£ 7)E COVE SHALL BE 24 Mtn macaw M9PAI& AAD COMER BASE SEC11 V SHALL COVTAW A R TAB Ya4lED CaVQ3r7E p14WZ I078171' LL4S5 SZNParTh7l PLASAG' LAS? BY a/ MOP L 1D OR EQUAL. ALL NANA2ES SJHALL BE CW4MWZED 117 NE CROW LF D/£.27IERS 7HE LNlE7PT LIr 7FLr OWLET SE MALL BE A AaMIIUW Or al FEET MOW ft NCOMWG MEW" EZEYA1!ONS ALL MANHOLES SHALL HAW LADLES'S AAD SAFELY S7EP.S .SEVER APE SHALL BE PLC, ASIA/ 0-.3a34 SW' JLS NOTE AS-BUILT /NFORMAAON IS AS OF 9/30/99. MANHOLE LIDS IN PAkEMENT ARE IN ATP R/M ELEI/AAONS MAY CHANGE AFTER F/NAL LAYER or ASPHALT PAGEMENT HAS BEEN APPLIED. EX SAN NH /9 -31 RE 2084 /E 2022 LB H S Pr EDGE OF EX ASPHALT ES SAN MH/9 -32 ��Tn RE 237.1 � 0 /5 1301 EX SAN NH/70 -12 RE 104.46 IT 1290 Or /N 5) EX RA:KERY /E 100.24 (8' CL/T N) EX CONC WALL NO7E SEE .9'175 C-15 & C -16 FA4 PRORLES NORTH ..� TTACL - en' EDGE OF EX ASPHALT (ABANDONED) AN ALLEGRE ENTERPRISE /MANHOLE DATA P /PE DATA MH NO ZO /NH NO SLOPE .NH NO RIM ELF!, /NUERT REV 1 2 9.559, 1 17692 17(69 2 EX 7277% 2 16_292 15977 3 4 6.512 15935 4 5 194% 3 7 �9' 18441 5 6 1. 732 4 8330 77304 6 7 267% 17287 7 11 10302 5 179_09 171.29 8 19 10259 171.19 19 9 8849 6 [7758 16953 9 - 70 5355 15953 10 71 11983 7 [7479 15596 71 72 14952 16572 12 13 8. 662 8 15293 18420 13 14 5.292 9 270 17042 14 15 7249 17013 15 1 81 5 2 02 10 17227 16 3 72 16 17 5.459 763.42 17 75 2242 11 168.67 15922 18 EX 14.462 (FROM NH 7 ) 20 19 15139 15922 CO (LOT 32) 20 1222 (FROM MN 70) 15572 (OUT) 72 757.93 74790 14745 13 753.45 142.95 WR IER COURSE 14265 74 744.68 13548 135.78 15 13550 73(90 (FROA4 Mil 14) 13177 (FROM MH 17) 73141 (OUT) 16 153.38 145.73 k \ Z 17 140 135.47 \ 13532 18 12090 11750 11095 19 186.09 17563 (ARON NH 20) 17554 (150M NH 8) 17514 (OUT) 20 19758 R/W EDGE OF EX. ASPHALT PLANNED, RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN II DEVELOPMENT COMPANY EX SAN NH /10-21 E 1461 T3777-/ STREET /E 134.1 18 /N) /E 1318 (B OUT) EX. SAN MH /70-32 RE 149.86 /E 1427 Or W) /5 141.45 Or 5) /E 147.35 (8° E) R/N EX SAN MH 110-33 h c f EXPIRES 3 -15 -00 [fwvsTAlavf IV 1- 2'120110FF ASSEMI M7 72507M 13 a MEOW MAX 61x .CWT 70 ALYVTAW A PRONG \ \ �\ \ \\ 1 h \ \\ .9LIr7MLA' \ \ 1- B'x B' 7f (K/x FL) \ 1- a4 EWLI E z 1 - 8'X 8'ALEMICER (AV x iVf f - MAPANT ASSORT (S tRRW) CAVCREEHLCARD STANDARD NOTES S CONJRAC7124 SHALL /1 }W Y ALL MATE DALE 1 . A P I P R O . Y M / A 7 E " L L C A 7 K W S OF E . V z S E N C U P . 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ALL M47E4BAW PIPE SJIALL BE BU RLE ARAV CLASS 52 PU9Y -ON ..E7 VT OR AECII AL ..GMAT, CEAEWT- -LIED (AK57 A21.4) £7ThiaR CCIA ED 111771 COAL TAR VAR7IKSYL BCSTALLADW 777 BE AV ACCORDANCE M17M MAMPAC7Z%RY RECOMMENDA7701S ALL R77PISS SHALL BE CAST /Rof' AND S7YALL CONFORM 7O APPLICABLE Pa47KWS Or ANSI'- STANDARD A21.14 A21.11. B18.2 11184 AND A21.54 DPI A MINIMA/ PRESSURE RAIAYC OF 150 PS7 AND MIL BE CSI DVT-L4 ED. 8 ALL GATE VAL TES TO BE Mean ALL HYDRANTS TO BE A8AUDE 9. CDT-416 AND LIIE TAPS 117 BE MACE BY CONWRACTOQ W /125 SLPH1R WMEe/T, EA4 iUP AAO COY WORM REPEC1OR MUST BE NODDED 48 MOMS AN ADVAM EE >Q CAST ARAM Arches YCAL ..OWT slaw etznAvos RL'L MIDI 11. TAPPAYC ,2A2IES SYEALL B( NLELLO? CAST IRO. .C.iV EPDXY COATED S7EE7, aP ROVAC SST N1771 STAINLESS STEEZ RANCE 12 GOYTRACTOP LS RESPDVDBLE RAR WRIFYAVC ALL DLIS7Rie PANE TYPES ..4M9 SZ5ES FEN COLIP1344^5 CONIEC77ONS Cl/T - -A= AND L/IE TAPS 1.1 3 1/2 ROOT MNIIIOA/ COW? OIER ALL W47EIRMIN PIPES 14 AEIELO9EW 717 PAY FTRR STAIN QOIJVTY MD CYIY AISREC7gY FEES 15 ALL . EM? LOCA710i 777 BE azwA/NATED X1171 11147EN AS1R T025 SLPERIV727 IT. 15 ALL E.U' S•IhRC AVE HYDRANTS ARO MARKS ID B_r C°ERA770NAL PR/OR 7D LaIAEhY.2YE7VT a - CONS'LRCC770N 17. h0 CHANGES ARE 7V BE MADE MfThWT MR/T7DV APPROVAL BY 77E MD 725 SL 7E)10- INT OR MS7RICT E7YAVIE5P AND TAE CY7Y OF 17.8MIA PUBLIC MOWS ENO VEER 1- 8'xr1OFPIxFL) \ - 8 45'BlTAO (fU x Dip 1- 8' 6747E MI/E (}Z x ALA \ CONME/ELI617aV0 1 - maro 2 6LL4�'IS Tn fix Laz 4 \ 1 -8'x8' 7uE(1Rlx f;j 1- MARSM7 ASS9Rr(A84'AC4�+ 1- 8'64Fme)E(lUx/iJ (ST1 61627 TA1- iaaw• CRIOaEEE OOHS 1/4.411%10 CCDOPETE 18 PROMO( 3/4' SE77NCE LAVE AN TAP COINECD WS FOR EACH EAIS77NG M OIR AE7E7P. 28 AIMMUM ALLOWABLE OPEN PESCH SHALL BE 80 FEET. 21. STCLW PILES SHALL BE COIM57 OLDIVC ALL PERMS OF PRELA/TA1XNC 22 ADD PR C1OR Cak°AC77OV AND IIMS'7UPE CCW7FCY TEST mown) AND Ca9ES Or TEST REPORTS SUM177E2 TO 771E LNS'77RCT EN DP. ALL LaUPACDON MEIER PAWD AND 711.4177C AREAS 27YALL BE 92Y MADMII4/ DENSITY ADD PRCi:7OR PER AS771 D-155Z ALL OPER AREAS 7O BE .90X imam, OENDTY ADD PR C7D2 25 ALL VALE E'Sy FIRE H)DRAN1S AND SERWLES 777 711E .i 72D S7A° 7D BE wawa; AS PART Of ALE PRESSURE AND PURITY 72375 NO EX09.770N5 24 ?RAMC CY.W77701 SHALL BE /N ACCORDANCE 11/771 CITY Or 1UXMLA REO'A19 M V7S 25 ALL PIPE AO APPYW127VAM ES 10 BE 72372P TO PPM 10 DEFT OF ANY C.LatafelJaV POW= MUSS 0771ENIMSE APPROIND BY ENZYME 28 MICRE7E 7TIRUST BLOCXWNS' SHALL B(E FRONDED AT ALL MI= 1EESy YAL DES OR OTTER APPUR7ENANLYS MERE AV717PNAL FORCES REDLINE,W57RAAVT BLOARC -WALL BE W AC:OYDAI #11/ 7 /125 STANDARDS a7. THE7ES77N0 AND DL9NFECIKW OF DAE Mini? S)5'773/ SHALL BE IMME'SSED BY XL7 pas ALL /REi`31:D HYDRANTS SMALL DEZNEDED 7D 77E B47731 DISTRICT YAa', BY Dir CaV7RAC77AU WAIL COO SE S 137TH S EDGE OF EX ASPHALT I EXPIRES 3 -15 -00 CONCRETE DR /VE AIVOIEEX8910 CONIECTEX 8' w w /i1LEM'8' - d'x 8' 7fFau, iv - 6' CAE FM* (R xII,B 1 - IMPART AS1tARY (LW ACNj Cala@.r7EROO NORTH GRAPH /C SCALE 0 0 10 0 1 ° = 40' PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN AI1EGRE ENTERPRISE EvEREfT PHONE 33a -5018 SEATTLE PHONE 743 -6140 96152.00 C - 13 Side Elevation Rear Elevation Side Elevation Garage IrS'x25' 0' eorrnarrr UNPUBL NED WORK DUJAR DI N PLAN #1843A FOSTERVIEW ESTATES Storage Office 11'0'x9'9' Lower Floor Plan en M 32 -O Family 15'4'x12'4' Main Floor Plan MAIN FLOOR UPPER FLOOR BASEMENT TOTAL GARAGE DR(_1( / PATIO SQUARE FOOTAGE DRAWING INDEX 835 SF 854 SF 162 SF 1849 SF 637 SF 192 SF SQUARE FOOTAGE 15 MEASURED TO TJE OUTSIDE FACE OF WALLS- STAIRS ARE COUNTED ONCE IN CALCULATIONS - OPEN TO BELOW SPACES AND GARAC-S ARE Nor INCLUDED IN CALCULATIONS_ d OT-TT AL CODE NOTES A2.I FOUNDATION & LOWER FLOOR PLAN A2.2 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 Si LATERAL WALL SCHEDULE 11- ?I►I ... 11 t4 J116 1111A"'I,PiThiI ! 11111 Doi -ist. Upper Floor Plan ITV 0 Co CD N CO ' C) u g C.2 N co L C . ) Q � �'� JOB NO 9908329 BASE PLN B200 -073 SHEET COVER SHEET GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL OF GLAZING 1843 SF 22033 SF 11.8 S SF. 15 CALCULATED USU4G THE REQUIREMENTS SET FORTH IN THE WASNMGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND El FAN- DIRECT VENT To OUTSIDE - BATHROCMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE NOISE FAN 100 CFM MIN. VI-OS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR-1 MIN, VTO T1 THERMOSTAT a 50' ABOVE FLOOR 0 110, ` 0!E DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURN A_ PROVIDE 5' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. P2' -I' B' -T 12' S' -3 I!£ 6.-11/2. Patio taut 50610 SC. fP -4 Nook vINYL Kitchen NNYL 2x6 II1ALL RETURN AR RR DN CLG To BORQY O= STAIR POST 2' -3 I/2,Ii' 2. -11 ) �� 3'_n. -- l p. _0. 6' -5 I2' 6' -11 V4' Covered Porch WOOD 4 °40 114' JD> 11' -V MAIN FLOOR PLAN Scale V4' =1' -0' I GENERAL PLAN NOTES I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INPORmAnON. SEE DI, IT SHEET. A -I 3: SEE BUILDING ELEVATION FOR WINDOW: OPERATION SEE Div_ 8 SHEET 4-1 4. SEE TYPICAL MATERIALS LIST ON 5EGTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. I FLOOR PLAN KEY NOTES I P -I P -2 ) P -3 I. P -4 ) f P -5 ( P -6 ) I P - T ) ) P -S ) l P -S ) ) P -10 ) l P -II) ( P -12 ) )P -13 ) )P -14) )P -I5 ) (P -16 ) P -17 ) ) P -IS )P -IS) ) P -20 ) P -21 ) P -22 ) I P -23 ) l P -24 ) OCCUPANCY SEPARATION: APPLY (1) LAYER 5/5' TYPE 'X' GJWJ3. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING-_ WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010023 SH-TT A-I STAIR ASSEMBLY NOTES: PER USG SECTION 1003 A. HEADROOM MIN 6' -8', WIDTH MIN 3' -67_ B. TREADS 10' MIN. DEPTH, RISERS 8° MAX HT. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I2• MIN. TO 2' MAX CROSS SECTION DIMENSION AND 112' MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS} E. COVER USABLE SPACE UNDER STAIR W/ 5 /8' TYPE 'X' GJUB. (2) LAYERS a CEILING AREAS: F. INTERMEDIATE BALUSTERS SHALL. BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE Div. 01002b SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS 011-115. I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS. AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Di, 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE Div. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A-I COVER WALLS ADJACENT TO TUBS AND 5HOWrR5 WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV 09250 51-EET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. S MAX RISER WITH 10' MIN. RUN IF MORE THAN C3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 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 SWEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE D, 010025 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010023 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 01002.5 AND 9 SHEET A -I D. 5/8° TYPE 'X' 011.1B ON HOUSE SIDE OF CI -RASE 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 35' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I° CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 246 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE DECK / PATIO 637 SF 192 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS, OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. Tim JOB NQ • 9908323 BASE PLN B200-073 A3 1 SHEET 9908323 MAY 2 2 20131 �GF�ar cake. UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale I/4 LF ALL FLOOR JOIST ARE II l/8' TJI 150's e. 192 c.c. SEE DM 06100 ‘S(0 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I ) ( F -2 F -3 ) F -4 l F - ) F -6 I F -1 F -S ) F -9 ) F -10Vi F Il ) F -12 ) F -13 t F - 14 l F - I5 L SEE COVER 54-IEET FOR ALL GENERAL NOTES AND REQUIREMENTS. Z_ SEE TYPICAL MATERIALS LIST ON 5ECTIO'L S,.M6ET 3. SEE COVERSHEET FOR ALL NOTES •k4D REQUIREMENTS CONCERNING MEC- ANICAL, PLUMBING, AND ELECTRICAL_ 4. TRUSS DESIGN BY MANUF TRUSS FLAN SHO. IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV 0100014 SHEET A - - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE FER R OOF FRAMING PLAN 5. ROOF FRAMING- SPACING-, 24' o.c_ UNO. 6, ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ T. RAFTER TAIL 2x4_ VERIFY_ 8_ ROOF TAIL AND RAKE OVER4ANG- PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DF 2 UN.O. PROVIDE CO TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OvER 4' -0' UNO_ SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIV.IS SHEET A -I RAKED PONY WALL ON TOP OF LOITER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS_ ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG_ SEE DIV. 06100 SHEET A -I WEE ELEVATIONS AND SECTIONS FOR PLATE. HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 9' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER SEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING s 24' OC 2X6 CEILING JOISTS e 24' 00 C SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING S POINT LOAD TRANSFERING DOILN 5� P` 0 POINT LOAD TRANSFERING DOWN Ill/ LOADING '$ TIT_ E HANGER • Cl POINT LOAD TRANSFERED BY KICKER IS JOE NQ : 9908323 • HOLD.DOWN WITH SIZE DESIGNATION 1 ,V VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW WT�oc -- -- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH • INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 4--- WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. BASE PLN 8200 -073' SHEET A4 9908323 SYMBOLS AND LEGEND C FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR'1 MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CR'I MIN. VTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER- 100c 1MIN, YO Q THERMOSTAT • 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITE: PER DIV. 15,16 SEE SHEET AI FURN. A. PROVIDE E DIAMETER RASH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE TI -ERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM_ PER UPC SECTION 6085 D_ PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN ScaN V4'.I' -0' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES P -1 [ P -2 1 ( P -31 ( P -4 1 P -5 ) ( P -6 1 ) P -S ) [ P -9 ) ) P -ii ) ( P -12 ) )P - 13 ) ( P -14) ) P -IS ) (P -16) ) P -IT P -IF ) ( P -20) ( P -22) [ P -23 ) ( P -24) I. SEE COVER SHEET FOR ALL GENERAL NOT. AND REQUIretntNTS_ 2. ENERGY AND AIR QUAILITY INFOR`1ATION SEE Div. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. F SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIKtr,NTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL_ OCCUPANCY SEPARATION- APPLY (I) LAYER 5/S' 1 T MS 'X' GLUE_ TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING_ WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHTFITTING SEE 010 010025 SHEET A -I STAIR ASSEMBLY NOTES. PER UBC SECTION 1003 A. HEADROOM MIN V -S', WIDTH MIN 3' -0% B. TREADS 10' MIN DEPTH, RISERS S' MAX HT_ C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I UT MN. TO 2' MAX CROSS SECTION DIMENSION AND I I2• MIN CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINC-ERS TOP AND BOTTOM AND ADJACENT WALLS) E. COVER USABLE SPACE UNDER STAIR W! 5/S' TYPE 'X' GLUE, (2) LAYERS CEILING AREAS_ F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV_ 010025 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS. WITHIN IS OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -I EGRESS WINDOW. PER UBC, SECTION 3104 SEE Div. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES /3 GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB_ SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOUTERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIv. 05250 SWEET A -1 (2) LAYERS CF FLOOR SHEATHING- OvER FRAMING. S MAX RISER WITH 10' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IS x24 CRAWL SPACE ACCESS_ INSULATE AND WEATHER STRIP_ SEE DI, 010022 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SWEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOvE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV: 01002.8 SHEET A -I B. ZERO CLEARANCE FIREPLACES. SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 01002.S SHEET -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 010025 AND 9 SHEET A -I D. 5/0' TYPE 'X GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 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 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -I9 INSULATION MIN. in4 :I::* Is t,, TM _E JOB ND : 9908323 BASE PLN 8200 -073 SHEET A A) I 9908323 ROOF VENT CALCULATION BASED ON 3 2 -1/2 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 854 SFi300 .285 SF OF VENT AREA REQ 50 % AT EAVE = 142 SF REQUIPED 50 % a 36' <MM) ABOVE EAVE = 142 SF REQUIRED 5 ROOF JACKS AT 50 SQ IN EACH =2500 SQ. IN.= 174 SF 43 L.F. OF EAvE VENTS AT 52 SQ. IN/LE-249.6 5Q IN.173 SF 1 GABLE END VENTS AT 18OA x = 24 SQ IN.i7 SF GABLE END VENTS AT x = SQ IN: 0 SF 2 GABLE END VENTS AT 24 DIA. =58 SQ. IN =$1 SF TOTAL VENTS PROVIDED ROOF JACKS . 174 eF EAVE VENTS = 173 OF GABLE END VENTS = 27 r TOTAL SF OF YENTA PROVIDED . 444 OF • AREA MAY BE 1/300 F A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION MC 150532 • EFFECTIVE VENT AREA.. BASED ON A 30% REDUCTION DUE TO 1/4' MESH • UPPER ROOF FRAMING PLAN I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I F -I F -2 F -3 F 1 F -5 ) F -6 F -1 l F ) F 9 ) [0 -10 ) F -11 l F -I2 ) ) F - 13 ) - f F - I5 ) Q POINT LOAD FROM ABOVE 5ti v SYMBOLS & LEGEND I. SEE COVER SHEET FOR ALL GENERAL NOTES APO REQUIREMENTS. 2. SEE TYPICAL MATERIALS LOT ON 5EC10N 5OE0l 3. SEE COYERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MBC1-14NICAL. PLUMBING:, AND ELECTRICAL. 4_ TRUSS DESIGN BY MANIF_ TRU55 PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -i - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING-, 24' or... LINO_ 6. ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION_ T. RAFTER TAIL 2x4_ VERIFY_ a ROOF TAIL AND RAKE OVERHANG- PER ROOF PLAN_ q ALL HEADERS ARE 4x10 OF 2 LINO, PROVIDE /I) TRIMMER 5,0 UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LINO_ SEE 010 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING-_ SEE DIv)5 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 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST 0110 NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE' SUPPORT_ ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG-. SEE Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE 010 06100 SHEET A -i FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOW BELOW JOISTS 2X6 OVERRAMING a 24' OC 206 CEILING JOISTS e 24' OC POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOW 0C4 POINT LOAD TRANSFERING DOW W/ LOADING 9� 7 Q HANGER POINT LOAD TRANSFERED BY KICKER iv y HOLD DOW WITH SIZE DESIGNATION ,\*. VERTICAL STRAP WITH SIZE. DESIGNATION TO BE USED ON FLOOR BELOW 5VE -1 -- HORIZONTAL STRAP WIll-I SIZE DESIGNATION O. IIES BEAM CALCULATION WITH IND NUMBER EXTENT OF 51-EAR WALL TYPE OF SHEAR WALL _L- WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 99083 .23 02 co TTTLE J06 1 9908323 BASE PLN 5200 -073 SHEET A6 SIDE ELEVATION REAR ELEVATION Srak US' =I'-0• SIDE ELEVATION Scale US' =I' -0' TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV- 7) BUILDING PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAMI/Ak (DIV 6) INSULATION: (DIV_ 7) SOFFIT: (DIV. 7) GWB: (DIV: 9) EXTERIOR WALL CONSTRUCTION BUILDING w t (Dry 7 FRIG: (D (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) I/2• GWB FLOOR CONSTRUCTION FLOORING- (DIV. SUBFLOOR:((D(DIV. 6) 6) I NSULATION:((DIV 7) SOFFIT (DIV. 7) TRIM:(DIY. 6) WINDOW: WO BRICK MOLD) CORNER BOARDS: FASCIA: SWINDLES (DIV. 01000.5) 30# BUILDING PAPER 7/16 OR EQUAL PER PLAN R30 BLOWN -IN It2 REEAWN PLYWOOD sir GWB HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE 2x2 LINO 2x4,2x3 WOOD SIDING (DIV. 01005) 15# BUILDING PAPER 71W OSB OR EQUAL 2 x 4 STUDS AT W OC R -13 BAIT W/ INTEGRAL VAPOR BARRIER FINISH PER PLANS (DIV. 01003) 3/4• TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BAIT 1/T RE-SAWN PLYWOOD ,ICI II���>,1, ■,,,ii1f11, ° "iiiiii 1.I ,�!IUl II III• ■IIII t.l "1"in:11111111!I111 Iln ■rri■■■ ■iir■ti■■■ri■ uu . ■■ tlil■ If■ I■ .t■ ■■■ ■.■■i■1■■■■'■■■i■■�i. ■il 1117' ■�!�.111'] -- ..,... ��....�.�. ems. 111011111111111111MONIII B LFPER ROOK 2x4 TRIM TOP PLATE UAN. MDR NGT. 18' SHUTTER 0:3 BATTS OVER ROUGH SAWN PLYWOOD .12' oc TOP. (3) PLACES 5:4 TRIM OVER Ix6 TRIM 0' SHUTTER MDO PLYWOOD 02,2 CCNBRMOLD STOOL BOARD FROM 3x6 2x4 TRIM 2x,D TRM 2x8 TRIM 2x4 P.T. PICKET u✓ Ix4 P.T. TRA1 EACH SIDE ��_ 1 I I f 1 JL�1 lJ��il_Lll 1 I u -e LIJl 11 1 LLi Ill LJl I L 1 J L II � LI l I 1� 1 L Lllf_1_ Ll J L Bdrm. #2 Forg ( DM BEYOND/ 6 A T 5 FER PLAN Hall FLOOR JOISTS FOR PLAN Garage BEM, PER PLAN FRONT ELEVATION Scale V4' =I' -0' Bath (BEYOND) W.I.C. SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A 18' GABLE END VENT Ix3 BATTS OVER ROUGH SAWN ELTUIOOD • 0' oc 2x3 STOOLBOARD U:3 TRIM OVER Ix10 TRIM ail Ix6 DENTAL5 • 24' oc. TOP PLATE A TOP OF PLATE WIN. HDR MGT UPPER 11L000 TOP OF PLATE tat NOR MGT. MAE FLOOR \ \ TOP CF ELATE GARAGE FLOOR zo a t z TI JOB NO. I 9908323 ASE PLN B200-073 SHEET FNISH GRADE TOP OF FT'S 3/4' =f-0' 3/4'=f -0• ' TOR OF SLAB to e.• o(1'.Do a•': TOP FT'S �.n�..•3,j &:.'/ti 0 2' -4' 8' 8' FOUNDATIO D TAIL NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR To PILL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB p1x,�geJ •O• F FOUNDATIO DETAIL 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRIG. PLAN FOR SIM) NAIL SHEATH. TO HDR L U 8tl NAILS • 3' O.C. • 514R WALL LOC. UN.O. ON SHIT WALL SCHED, 2 - 2x4 STUDS -NAIL SHEATH!. W/ Ed NAILS s V OG TO EACH SAID UNO. ON SIR WALL SCHED. NAIL Bd NAILS e 3' O. A ALL PLTS, HORS- a STUDS. WW. ON SHIT WALL 50-ED. 2 2x4 AT ANY SHEATHING JOINT VW ORB. SHEATHING (MN) 5THD14 STRAP TIE ANLIJOR (NAIL TO BOAR FOR BEND UP AFTER CONCRETE ORES) USE 38 -16m0 US NAILS EACH UND. 2 -2X4 RATES. NAIL SHTG TO EA RATE (2)512' o AB. W( MILT EMBEDMENT UNO. CN SIR WALL SCHED. CON1I.401.'S FOOT.. 17 APA LATERAL RESTRAINT PANEL 3 /S =T 0+ 17000. 0610042 512'9x10 AB. UV 27Q70A6' SB STEEL RATE UNSHEf6.4' -0' Oa (DN. 3 SHEET A -U E AS NOTED ON S EARll4LL SCHEDULE l' MIN. EMBED. 0)4 BAR •TOP 4 v'ERT- EAR •Q' FULL I.EIGHT OF WALL (DN 351 -EET A -U VERT.J- BAR •b' (DN.3 SEE( A -R) DAMP PROCR. ( DIY. l SNT AD HORL BAR • 10' oc OVERLAP (MN) (DN.3 BEE/ A -I) 11GNTL3T 4' FERF -PTYi rARAN U.RILTER N 20-• GRAVE =I BED. lD 2 SH>£T _ D - 4) 4 BAR CONT. (DN 3 SLEET A, SOLID SUBSTRATE CONC, SLAB OVER ROCK OVER VAPOR BA.RROR - /8'9x10' 13.Ui/ TXTX3.6' SO STEEL PLATE WASHERS AI OG (DIV 3 SHEET A -1) EXCEPT AS NOTED ON SIEARDALL 50 -EDULE T' MN. EMBED. C (2)•4T OP 03300 •4 VERY- BAR •10'cc, FULL IEIGHMT Cr WALL (01v.3 SHEET A -I) S vERT. J- BAR •5'a (DM 3 SHEET A -U •4 NOR/ BAR WY oc MN_ 3 SHEET 4 -D 4BAR•Q'oc L =2' -6' (DN 3 SHEET A -V DAMP PROOFING( DIv l SIR AU i 2• CLEAR (5) 4 BAR CONT. (DV_ 3 SHEET A -1) SOLID SUBSTRATE CONC, SLAB OVER 4' ROCK O/BR VAPOR BAR . IIII-=-IINIl= 111111= Elllll=11N11J0 - 1= 111111 =` ;_• ` >• _HniI U0I00lni' =iNn= 1111= =_IIIIII - 111111= -III °1110 = 1111162 L_ - •- -- - - M 111 INI�mlu mlii_�TOI�IOUF= nn.I -1 • =11111_ iN�= �NO�iIIIN�NNF CRIPPLE WALL o FOUNDATION 3/4'4-0' 06wom300- 06_TJI CRIPPLE WALL ® FOUNDATION 3/4' 4.0" 06100-03300-07_21.11 TIP. FLOOR FRAMING PER PLAN (DN. 6 SHEET A -U TYP, EXTERIOR WALL CONSTRICTION PER FLAN (Vv, 6 SHEET A -U LOCATE SHEATH.. JOINT COLTS. MEMBER RIM BOAR LOCATE SHEATHING JOINT con - ION I - EMBER CRIPPLE TU L PER PLAN SEE FO NDATION DETAIL(5) TP_ FLOOR FRAMING FER PLAN (DN 6 SHEET A -U TIP EXTERIOR WALL CONSTRICTION PER PLAN MN_ 6 SHE_T A -U RIM BOARD CRIPPLE MU_ PER RAN, 11I114 A MN. STUD LENGTH OF Y' FER UEC SEC, 2320)15 (DN-6 SHEET A -U SEE FOUNDATION DETAIL.) SYR DOEROR WALL CONSTRICTION FER PLAN MN.6 SHEET A -U TIP FLOOR FRAM FER FLAN (Div -6 SHEET A -U SOLD BLOO@Y CNER SUPPORTS LOCATE SHEATHING JONI' s CATION t RIBER RIM BOAR 6�3 r CONT. SOFFIT VENT VL' RESAIN PLYWOOD • SGR T TREATED RID SILT_ SEE FOLNDATIONI DETAILS 1 CANTILEVER FRM'G AT FOUNDATION 11 FURRING DETAIL 03300-00000-23 3/4' =T-0' 06600-03300.02_TJI 3/4=f - L STEPPED FOUNDATION DETAIL (D3/4"4-0' POST /FOOTING CONNECTION N.T.S. 03300. 00000 -25 06100-03300-10_TJI EIIIIII- IIIIII= - 111111=111111 III IIIIII FOUNDATION DETAIL 3/4'=1 -0' 3 VARIES 'f�Dagf -N-D v 4 TIP EXTERIOR WALL CONSTRICTION PER PLANS (DN 6 SHEET A -U CONC. OVER 4• ROCK OVER VAPOR BAS R -I0 RIGID INSULATION 2X10 TREATED PLATE OFFSET 3/4' SEE FOUNDATION DETAILS TI'PICAL EXTERIOR WALL CONSTRUCTION PER PLAN (DN. 6 SHEET A-II I' AIR SPACE S. BUILDING PAPER MASONRY VENEER H1000D END MASORY VBlEER TIE TO FRAM. Ex 2 SO! FT (DIV 4 Sheet AU 03300.00o00 -66 cart FLASHNG arms= HOEES • 4'$' OL. TREATED MID SILL lDF /_ b SHEET A-U SEE FODATION DETAILS 6• MIL VERIFY W GRADE CANTORS NOFE THIS OPTION CAN NOT BE e/SED AT STEAK BALLS_ 04200 - 06100- 02_TJI 06100. 03300- 21_T,a 0610043300 -03 • 0111 ir E11)1r 111111 11111 Jllhl_ :411117 = 111ii1- = 111111111111==nIi- nun -ii n1 1 ILIIL1110 IIIIII= 1 HANGER OPTION G1UB, TIP. (DIv. 9 SHEET A -I) INTERIOR BEARING WALL (Div. 6 SHEET A -I) 12'9 x IV AB. s 4' -0' OL. (DIv. 3 SHEET A -U SLAB. GRADE PER PLAN (Dlv -3 SHEET A -I) VAPOR BARRER CONT, SPREAD FIG- PER PLAN (DIV. 3 SHEET A -U•45 MN BAR CONY (DIV. 3 SHEET A -I) FOUNDATION /FRAMING CONNECTION .FOUNDATION DETAIL 3/4=1 - 03300 - 06600-03 1 3/4 =f-0' EXT. DOOR AND FRAME (DM 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REDD. (01v.1 SHEET A -U TJERVESTRAL RASH!. 4• SLAB OVER 4• GRAVEL BED (DN.4 SHEET 4U 2U2 TREATED TRES4OLD TRM R. JOIST TREATED MD SILL (DIV_ 6 SHEET A -U ▪ VERY- RE -BAR FROM STEM WALL STIRRED DEO SLAB TTP FLOOR FR Y1NG PER FLAN. MIT. SHEET A -U EXT. DOOR THRESHOLD DETAIL 3/•4 06100-03300.04_1 FILL I11D114 TREATED MD SILL HANXER PER 1 111._ FLOOR RR417I6 FER PLAN MN.6 BEET A-U EXT. DOOR AID FRAME (DNB SHEETA -U DOOR TIES.. FLA.. AS REDD. (01,1 SHEET A -1) N R E5TRAL RAW. 4' CONC. SLAB OVER 4• GRAVEL BED (DN 4 SHEET A -1) TI€ATED MD SILL (Div 6 SHEET A -II r AIRSPACE TYR •4 VERY- RE -BAR EROM STEM WALL STEREO MO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4'4-0' 0669093399- 06_T.a TIP. FLOOR FRAM IG PER FAN (DIV, SHEET A -U TIP- EXTERIOR WALL CONSTRUCTION PER PLAN (DN. 6 SHEET A -U TREATED MD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN DOI4S TOP CF SLAB -f- FINISH GRADE \ TOP OF DOIEL ,ITOP OF FT'S 8' CANTILEVERED RETAINING WALL 3/4'4 03300 - 00000 -22 )70 FOOTING DOES NOT SLIDE IN THI E S O TI ,FOOTING SPANS HORIZONTALLY_ TOP CF J -BAR _, �• GRADE I = -11110= 11 • 1E4-111E • FOUNDATION DETAIL 3/4 =f-0 FRAMING PARALLEL TO STEM WALL : 7- 1 -12' S£ -11 IIIIII =N - 8 I i2' CLEAR 01 T l MT TATISTav 12'9x10' AB. W! 2,7X3/16' 50- STEEL PLATE WASHERS . 4-0' OC. (DIV 3 SHEET A -U' EXCEPT A5 NOTED ON SHEARUALL SCHEDULE 1' MIN. EMBED. •4 HORIL BAR IV OL, I'-6' CORNER OVERLAP (DIV. 3 SHEET A -U •4 YERT. BAR SAME AS 511.113 STEEL SPACING (Div 3 SHEET A -U TIGHTLNE DAMPPROOFNG (DIV.I SHEET A-I) •4 STUB STEEL FROM FT'S, s 16 OL. (DIY, 3 SHEET A -U 4' PERF. FT'S. DRAM .,,FILTER N 24' GRAVEL BED (DIY, 2 SHEET A -11 SOLID SUBSTRATE (2) •4 BAR CONT. (DIV 3 SHEET A -U I� %l. TIGHRINE 4) RIM BOAR 12'6x10' AB. LW R 4 X2,3/16' S STEEL PLATE WASHERS s 4' - OL, (DIY. 3 SHEET A -I) EXCEPT AS NOTED .ON SHEARUALL SCHEDULE 1 MN. EMBED. (2) •4 BAR sTOP •4 vERT. BAR • U oc, RILL HEIGHT OF WALL (DIV 3 SHEET A -U DAMP PROOFING ( Div. T SHT AU •4 YERL J -BAR • U oc (DIV 3 SHEET A -I) 4 • HORZBARs10'oc i'-6' OVERLAP A MMO (DIV 3 SHEET A -I) PERT: FT'S. DRAIN ULFIL IN 24' GRAVE BED. (DIV. 2 SHEET L A -U (4) •4 BAR CONT. (DIY, 3 SHEET A -U SOLID SUBSTRATE TREATED MUD SILL SEE FOUNDATION DETAIL(S) 5/8'0x10' AB. W/ 250'X3/16' S.O. STEEL PLATE WASHERS s 4 -0' O-C- (Div. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE T MIN. EMBED. (2) •4 BAR • TOP •4 VERT.BAR•I2' oc, RILL (DI, 3 CF WALL (DIY. 3 SHEET A -I) YERT. J-BAR • V oc (Div. 3 SHEET A -I) •4 HORL BAR s S' oc (DIY- 3 SHEET A -I) •4 BAR a U' oc L =2' -b' (DIV. 3 SHEET A -U TIGHTLINE DAMP PROOFING ( DIV l SHT Al) 2• CLEAR (4) N BAR CANT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' PERF. FRG, DRAM ./FILTER IN 24' GRAVEL BED, (DIY. 2 SHEET A -I) TIP. FLOOR FRAMING PER PLAN, (DIV 6 SHEET A -I) - rn�c, 03300-00000-26 1 TIP. EXTERIOR WALL ...ERUCT!. PER PLAN (DIv. b SHEET A -I) LOCATE SHEATHING JOINT COMMON MEMBER TREATED MUD SILL SEE FOUNDATION DETAIL(S3 FRAMING PERPENDICULAR TO STEM WALL' 1 TIP: EXTERIOR WALL CONSTRUCTON. PER PLAN (Div. 6 SHEET A -I) LOCATE SHEATH!. JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOIST • EXT. WALL POINT LOAD BEARING PER PLAN TIP, FLOOR FR.U'MINX. PER PLAN (DIY.6 SHEET A -U FRAMING /FOUNDATION CONNECTIONOFRAMING/FOUNDATION DETAIL 3/4'4 06170.03300.08_TJI 3/4'4 06100- 03300-Ot_TJ1 L FEto Q QF�[f� V- W nQ 1:0 CJ Co co N- co I d ! OD LC) ZIS m NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2x2 7 0 I2' OC (CLR D15T. BTUN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF 1/2' LAG BOLTS AT 16' oc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS 7 2 STORY CONDITION OR UNHEN PO5T5 EXCEED 4' M LENGTH SCAB W/ 2X4 EA SIDE 2x (2' GREATER DEPTH THAN JOISTS) FNISH LANDSCAPE GRADE TOP OF PIER FLUSH WIT H FPL SUB GRADE 3' BELOW FNISH LANDSCAPING) CT! SOLID SUBSTRATE FRAME OVER WALL DETAIL 3/4'=P -0' SECTION © BEAM 3/4=1' -O TYP. DECK CROSS SECTION 3/4"4 06200-06170-19 _TA FRAMING PER PLAN HI + 48' OL AT OUTSIDE FACE CF WALL 2' MN. CLR FOR vENTE-ATION BLOCKING' BEAM PER PLAN RAFTERS PER FLAN 2x BLOCKING 06100-07300-16 06100. 07300.37 ® SKYLIGHT FLARE WELL DETAIL 3/4'=740 07300-06100.01 WALL SNDS BEYOND DBL DST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE 4 TIN DIMENSIONS 3/4' PLYWOOD RISER I I/8' HARDBOARD TREAD WITH EASED NOSING AAA +ilia 3 2z S7RRJGERS TIP. UNlO. CENTER STRR.ER WITH 2 - 2x4 STRONG BMX NP I I I I I NAIL WALL STRINGERS W/ (2715d TO WALL STUDS `Is .E TYPE 'X' LOW 175 REQUIRED SEE NOTES BELOW I 2 KICKER PLATE 7111 t HEtOROO MIN 6' -B' WIDTH MIN 3' -0' PER 4. INSTALL FIRE BLOCIKNG WALT, TOP' UB 100S BOTTOM 4 ADJACENT WALL(5/ PER UDC TREADS 9' MIN DEPTH, RISERS 8' MAX HEIGHT 5. CO ER R US 3. HANDRAIL MSL 34' 38' ABOVE TREAD ABLE SPACE UNDER STAIR WITH • NOSING. I 1 MAX HANDRAIL !I1 MIN. TO 2' MAX CROSS 5/8' TYPE 'X' GLIB. USE 2 LAYERS SECTION DIMENSION 4 I I/C MM. CLEAR FROM CEILING AREA -PER UBC 100333.9 WALL, RETURN RAIL ENDS PER U. SEC 10063 S. INTERMEDIATE BALLISTERS S HALL BE SPACED 4' APART NET OPENS. PER UBC SEC 5093 3 STAIR SECTION DETAIL 3/4' =1'-0 06200-06100 -01 GABLE END DETAIL 3/44-0 GABLE END DETAIL 3/4=1-0' TYPICAL ROOF CCTSTRICTICN TR. PER ELEVATION BARGE BOAR) PER ELEVATION 2X4 BACKER FOR BARGE - NAL THRII SKIP G RAMMG WITH Tech OL TIP. 2X4 OUTRIGGER + OL WITH Zk2 BETUEEN FOR TR. TTP EXTERIOR WALL CONSTRICTON TYPICAL ROOF CONSTRUCTION TR. PER E.EVATKNS BARE TYP SEE ELEVATION ® EAVE DETAIL 3/4W -0 2X4 BACKER FOR BARGE - NAIL THRU GRAMM WITH Rd 0.C. TYP 2x4 =RIGGERS +4' of WRN 2x2 BEMEE4 FOR TRIM BLOCKING AT CEILING LSE 2x4 LEDGER + NT. CEILING L. (TYP. EXTERIOR WALL CO NSTRUCTIQU BALLOON FRAME GABLE END WALL 06100-07300.06 \ G / 3/4 =1' 06100-07300-12 06100-07300-13 EAVE DETAIL EAVE DETAIL 3/4W-0 EAVE DETAIL 3/4W-Cr 06100. 07300-01 BAFFEL EXTEND 6' ABOVE BATT. NSUL OR V' ABOVE Eta. SEUL (TYP. ROOF CONSTRICTION / 2' MIN. CLR FOR NESTLING 1-1I +48' AT OUTSIDE FACE OF WALL LINO ON SHEAR WALL SCHEDULE 2X BLOCKS. WITH (3) 2' HOLES WITH SCREEN I SEE ELEVATION EXPOSED RAFTER TAIL MP. GUTTER) FASCIA PER ELEVATION MP. EXTERIOR WALL CONSTRUCTION/ TYPICAL ROOF CONSTRUCTION 2' MIL CLR FOR VENTING HI +45'IOC AT OUTSIDE FACE OF WALL MOON SHEAR WALL SCHEDULE 2X BLOCK. WITH (3) 2' N HOLES WITH SCREW TYP. GUTTER FASCIA PER ELEVATION T7P_ EXTERIOR WALL CONSTRICTION 06100-07300-02 06100-07300-03 06100- 07300 -04 $�� s� CITY f 1 \ ` QEV 2x8 BLCGXRYs TIP. JOB NO. \ EXPOSED RAFTER TAIL FE 1 SHEAR WALL TIP. WALL CONSTRUCTION WITH WALL SHEATH.. PER SCHEDULE BOTTOM PLATE NAIL.. PER SHEAR LUALL SCHEDULE TJI BLOCK.. TIP.. RDCR CONSTRUCTION TOP PLATE NAIL.. PER SHEARIIALL SCHEDULE BOTTOM PLATE NAIL. PER SHEARIWLL SCHEDULE PANEL EDGE t FIELD NAIL.. PER SCHEDULE TJI BLOCK.. TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRICTION OATH WALL SHEA.. PER SCHEDULE SHEAR WALL EXTERIOR SHEAR WALL 4. TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS OPERPENDICULAR TO FLOOR JOISTS 314 =f =f rroro-oerro to 3/4' - 17070-0800-07 3/4 =f-O rimoosnaom NAIL FLOOR SHEATH.. THIS AREA UN 10 d • S or. EDGES 10d • 10' dc. FIELD BLOCK ALL EDGES 10deVor. PLYWOOD TO BLOCK.. BOTTOM PLATE NAIL.. PER SHEARUALL SCHEDULE PANEL EDGE + FIELD NAIL.. PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE + FIELD NAIL.. PER SCHEDULE TOP PLATE NAILING PER SHEARIUN, SCHEDULE NAIL FLOOR SHEATH.. THIS WITH 10 d e S dc. EDGES .d 610' FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE PANEL EDGE + FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER FLAN TJI BLOCKING a ALL PANEL EDGES PANEL EDGE + FIELD NAILING PER SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION O SHEAR WALL HOLDOWN 3/4 70. =f-0 rroosn0 SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS (PARALLEL TO FLOOR JOISTS SHEAR WALL PERPENDICULAR TO FLOOR JOIST-OFFSET CONDITION CANTILEVERED FLOOR JOIST 3 /44 17070- o8170-0e 3 /4=f-0r 1701- 06170-n rt - Doi - 'C, SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3/4'4-0 OO-01 SHEAR WALL TYPICAL WALL CONSTRUCTION WITH WALL SHEATH.. PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEAROALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOLNDATICN CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 3/4' =f-0' 17010611 -o6 w /4=f - 17070-06170-02 11) /4' =ft0' 1707o.a38o0-o2 TYP. TJI FLOOR CONSTRUCTION TIP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING. PER SCHEDULE BOTTOM PLATE NAILNG PER SHEARUALL SCHEDULE TOP PLATE NAIL.. PER SHEARUALL SCHEDULE CRIPPLE WALL (DI, S) SHEATH CRIPPLE WALL SAME AS SHEARUALL ABOVE SEE ARCH DETAILS FOR FOINDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL 17070-03306 -03 CRIPPLE WALL COly. S) SHEATH'. PER SCHEDULE PANEL EDGE a FIELD NAIL.. PER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE (2)'4 BAR CONT. (Div. 3) 03/4'4-4:r CRIPPLE WALL - INTERIOR 1701 - 06170 -24 L NOTE. ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT_ COORDINATE WITS PLANS. 17000 - 03306 -04 1 JOB NO. TITLE SHEET Si TJI JOIST DETAILS C? SHEARLALL PER PLAN ATV STEARUIALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCIEDULE BLOCKING BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4•=1 17070-06170-29 TYR WALL CONSTRICTION WITH WALL SHEA.. PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILII. PER SHE.AR/t4LL SCIEDILE etoca G AND F UER BLOCK DOUBLE .LOST OR BEAM PER PLAN 2x4 FLAT BLOCKING NAIL STRAP W/ ed COMMON a B'oc. SIMPSON 0516 STRAP x18' LONG, LAP 4' ONTO WALL OR BEAM AND NAIL WITH ad Call. a 4' or. 14 )HO1 1: DOWN STRAP AT FLOORS 10 DRAG STRUT CONNECTION 3/4:=f -0' UPPER WALL TO LOWER ROOF CONNECTION STANDARD SHEAR DETAILS & SCHEDULE 4 -0' N7 17070-06170-31 3/4 =t-O• TRUSS PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE ® SHEAR WALL ® GABLE END 3/4 =f-0 NOTE: USE OSB ON ROOF % I ISLlIP Ibd TO MATCH SHEAR - WALL NAILING BELOW 2X12 WITH 161 TO MATCH SHEARWALL NAILING BELOW INTO TOP PLATE PANEL EDGE t FIELD NAILING PER SCHEDULE TIP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE + ® INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP ® FLOORS 17000 - 06100.06 3/4'=4 - 17070- 0e170-20 Cl) I6d B d NAIL s 4' or, EA OUTRIGGER 8 d NALeb'oc TO TOP CNORD 2x BAR Et TO TRIM 2x4 BACKER FOR BATY. NAIL THROUGH SKIP SHEATHING WfTH Sd 2X4 QI1R/GiERS t. 06. GABLE END 11.6 A35 CLIP PER 51FARI SCHEDULE TTPIC4! ROOF CONSTRICTION TYP EXTERIOR WALL CC STRIC7ION WITH WALL SWATH!. PER SCHEDULE PLYWOOD ROOF CONDITION 17000- 06100-31 17000-06100-19 3/4"=1'-0 SHEAR WALL © EAVE 3/4 =f-0' PLYWOOD ROOF CONDITION NOTE: ALL RFORMATI614 64 0415 SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 17000 - 08100 -04 • 17000-06100 -00 r CD Crj CD • O N co V OS o) V H= F * (1) cp0o s co l • co CD i , TITLE JOB NO.. SHEET S2 TIl IMDT nIPTA1I 02/05400 wt.= SHEARWALL SCHEDULE 3dA1 TMm 3dA1 11VN JNIoIVN %03 %NI1IVN O1314 J vNI>100'19 3 %a3 I 51109 aornNv 31VTd 110 S1SIOr kL %N191VN '7d d01 01 %NI>OOT9 BLOCKING TO TOP PL. NAILING TO J019T9 %NI'IIVN 31010 001100 ar+ Od dllanaas rivr a9Wm0TM V2' 610 ONE SIDE 5d TES 5B• a 48' 435 NAIL • 42' 16c1 ®12' Kd a E IOC FLF GI -4 OR 56 .3 ONE SIDE FOR VT TES 5/e' • 48• 435 33' , Kd • I0' I6d • T0' 125 PLF G2 -T I2 am MO SIDES 6d TES 5/8 20' I6d • S' tad a 6' G2-4 OR COOLER TE5 56' • 48• 20' I6d • 6' 16d • 5` 5/5' GLOB TWO SIDES FOR 5/8' PI -6A TES 56 45 20' I6d s 5 Kd • 5` 50 PLF PI-6 TES 5/8' c 48• H' I6d • 5' I6d • 5' 240 9.5 51 -4 Mb' OSB. TE5 5/5 • 32• R' I6d • 4' I6d a4' 350 PLF PI -3 OI'E SIDE TES 5/8' • 24' I6d • 3' ibd a 3' 450 P PI PI -3I0 USE 3x SillDS PANEL EDGES 545 PLF TES 5/5 a W P1 -2 USE 3x STUDS T/I6 Osa TWO SIDES (2) ROM (2) ROWS P2 -4 STAG K 555.4THING JOINTS STUDS • TES 5/8• a S 435 CLIPS FT' I6d a 4• I6d a 4' 5TH T00 PLF EDGES PANEL EDGES DBL RIM (2) 8015 (2) ROW P2 -3 M5 5/8' a 12' A35 CLIPS a5' I64 • 3' I6d • 3' STAGCRRED 900 RP NO 5/8' a 48' U I. a y DBL RIM I. a 5 202 PLF 1514.4 1.ETERH.NISER HARDBOARD, SIDING Ed CR EGUAL. =FR ID, RSPORT RP L_ � I � SEE PaNDATILN SHEAR WALLS FOR:: L CCNCREIE HOLDDG2:5. LOWER SHEAR WALLS Scala 1/5'=1' -0' FOUNDATION SHEAR WALLS Scala I/8' =I'•0' SYMBOLS & LEGEND POINT LOAD FROM ABOVE J" POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFER!. DO. Z POINT LOAD TRANSFERING 00(5 W/ LOADING 4 ,7 HANGER POINT. LOAD TRANSFEREE) BY KICKER L , 4v R" LL�j? 4 r ! ' • HOLD DOLLN WITH SIZE DESIGNATION 4i /'F VERTICAL STRAP WITH 512E DESIGNATION -!U" TO BE USED ON FLOOR BELOW _STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDEICXAED TES BEAM CALCULATION WITH IND NUMBER �•� EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I WALL ABOVE =masa WALL BELOW NOTE= UJLE55 0(5505I5E NOTED, ENGINEERING AND CALCULATIONS ARE Not PROVIDED IN THESE DRAWINGS. SHEAR NOTES UNLESS OTHERW5E NOTED DESIGN CRITERIA I. SEE. CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARUALLS 5(4010 ON THE FLOOR.. PLAN ARE FOR WALLS ON THAT LEVEL CTTPICAI i Y SHOWN SHADED, 2. ANCHORAGE IS FOR SHEARUeLLS(PANEL5) ONLY, W-IERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS. MAY BE SPACED • 16 OC/MIN) PER TABLE 23 - - 3. WHERE PORTIONS OF IxeLI 5 ARE NOT DESIGNATED AS 51-EAR PANELS THEN 5I-EAR DETAILS DO NOT APPLY. FOLLOW MIN. UBC. REOUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD 0010 LOCATIONS. 5. SEE MANUFACTURER'S TSOUIFEMENTS AND DETAILS FOR EACH TYPE OF HOLDO10, STRAP, APE) CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SFEARUALLS SHALL OE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTER A.TIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PR=- APPROVED BY THE BUILDING OFFICIAL ROOF 4 FLOOR SHEATHING: I. ROOF SHEATTHINC O555 APA RATED SHEATHING (24/0). LAT UP W/ MINIMUM I /8 CLEAR BETUEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 58 AT 6' oc AT PANEL EDGES AND 12' a AT INTERMEDIATE SUPPORTS_ PROVIDE EDGE CLIPS a 24 0, • ALL UNSUPPORTED E DES. ALLOWABLE DIAPHR4M S1-1EAR •180x082•142peS 2. FLOOR SHEATHING: 3/4' CPO - PIG APA RATED PLYWOOD (45)24) NAILED AND GLUED. ADHESIVE SHALL C•FORN7 TO APA SPECIFICATION 45 01. PROVIDE 310 EDGES AT LONG PANEL EDC=FS. NAILING- SHALL BE 10d AT 6' oc AT PANEL EDGES AND i0' oc AT INTERMEDIATE BIPPOR55 ALLOWABLE DIAPHRA51 SHEAR •215x0B2 •ITTpeS 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS Scala VB'•I• -0' LOWELEIDNi UPPER FLOOR SHEAR WALLS Swk VB' =1' -0' :o i t IS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS TITLE JOB NG : 9903323 BASE PLN B200 -073 1997 UBC 9908323 _ Na a, ' Ag ^ iti S I' a a a hit ij i T g 2 " m e1' ,ai . li ty.gy a., 44 I iii -14- �, iWI ial i -10 $qq $ c ° ;Q 4 � Y � L 88 � ° _ Ihit SS la Q � g 1 say iir I 0 a 01 4 t 1. {if fil i4 R. 1 tli q i a .. ! `4 �a q ;4.h a t i 1 11 v 1, , a % a 1 4 al ai i $ [ - - f II s 1 4 R 1 . y 1 1 _ t 11 1 IIli '�alF ' K 41 IR a. R i I 11 I ' R �a j i 40! 1 sill q hr ii 1111 I a a ESI P nil 7� w e II 1; as a S P iiiiiili kl 4 � S $p 1 iti IP Vii H Jj i iii i 11 i I i! 1 ill y 1.14 i ° ri it Ili Ili 1111141 il = I, fi €t a -a , 4H a 4 !I iii e s WI f >i I Q ;I 11111411 ij J ! J 1 1 i �� l i I iiij 1 I i� ;fJjJ I RA hA � i 11 110 4 7 �' � rYe �� a i a 1: aR A'6 Q� � ���F I 1 1 11 14 5 lq qs !P ♦ A W NN AA SWA U I L 11I I i ft 1 1011 11 �� s I r I I I 4 4 Ogg II I - 11. N W s A <+ MOP Pi! i � � �_ �j rr p 1 ik1 M i I h! _ 4 � g ri h 4 al � i s ` vj �i r t 1 4 I I I ; a k I g � 11 4 1 if g a a 4 � _ Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 STANDARD CODE NOTES Date Description „ ,, � �.,� ` 1 I r � « r IT 'IVf1�hb�/ ATG orwA5, ,,, IoN f = C THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS o0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Ag ^ iti S I' a a a hit ij i T g 2 " m e1' ,ai . li ty.gy a., 44 I iii -14- �, iWI ial i -10 $qq $ c ° ;Q 4 � Y � L 88 � ° _ Ihit SS la Q � g 1 say iir I 0 a 01 4 t 1. {if fil i4 R. 1 tli q i a .. ! `4 �a q ;4.h a t i 1 11 v 1, , a % a 1 4 al ai i $ [ - - f II s 1 4 R 1 . y 1 1 _ t 11 1 IIli '�alF ' K 41 IR a. R i I 11 I ' R �a j i 40! 1 sill q hr ii 1111 I a a ESI P nil 7� w e II 1; as a S P iiiiiili kl 4 � S $p 1 iti IP Vii H Jj i iii i 11 i I i! 1 ill y 1.14 i ° ri it Ili Ili 1111141 il = I, fi €t a -a , 4H a 4 !I iii e s WI f >i I Q ;I 11111411 ij J ! J 1 1 i �� l i I iiij 1 I i� ;fJjJ I RA hA � i 11 110 4 7 �' � rYe �� a i a 1: aR A'6 Q� � ���F I 1 1 11 14 5 lq qs !P ♦ A W NN AA SWA U I L 11I I i ft 1 1011 11 �� s I r I I I 4 4 Ogg II I - 11. N W s A <+ MOP Pi! i � � �_ �j rr p 1 ik1 M i I h! _ 4 � g ri h 4 al � i s ` vj �i r t 1 4 I I I ; a k I g � 11 4 1 if g a a 4 s � / 1V-6 i2' 12' -5 I/2 , 0 0 ( FP -1 (/_��, � (FP -I) 517E DET T (P-6) ( P-11j (P -$ ) C Garage GONG ( FP -3) RUINED 1 Storage / IF - e N. I ( P - 2 ) 1 -- -.I L. ..... ...1 ....i. Pc _ "'"7 om 01,5 ( © .iIiiw - ,SU ' I tl+ laq�� 3' -9 i/2' : — ` 4' -8' - � V , 4'-0' r Office O CARPET i 1 606.6 , 40-1 , 90R- 0 I %PIG, �• - - 16 '_ 3 • C — =I 1 • II / 4i -1I/1/ i - 21.0 . J - -, 1 ' I 1 f n , ..• //// STEPv PLANTER 4HAD E) f 51.218 U2 BIM PL4{E. T J DECK LINE ABOVE I _ F J ° -16 ( P -16 i I 1 ( -J 7 / I9' -6l11' T2' -512' 32' -0' itieldfk ViUrtilr CRAWL SPACE VENTS L CRAWL SPACE AREA 0 SF 2. CRAWL SPACE AREA / 150 = 0 SF OF VENT AREA REQUIRED 3. TYPICAL VENT 51.7E _ /4'28'2-15 (152 EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 = 0 VENTS REQUIRED, 5. 0 VENTS SHOuJ (SEE PLAN FOR LOCATION) 6. 0 vENTS x 58 = 0 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENI1.6 OF 1 /4' MAX. 8. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. W5EC 502141 I ln' SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN 100 CR1 MIN. -WHOLE HOUSE FAN 100 CFM MIN VTOS WHOLE HOUSE EXHAUST FAN CONNECTED 4 24 HOUR TIMER - 100 CFM MIN., 1O ❑T THERMOSTAT IOSTAT 9 50' ABOVE FLOOR QQ 110v SMOKE DETECTOR PER UBC WrrH BATTERY BACKUP INTERCONNECTED 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 AR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE_ SITE SFECFIC FOSDATIGN FLAN TO BE INCLUDED MTH EACH LOT SPECIFIC PERMIT PACKAGE (SEE SITE PLANT FOR SITE SFECRC STAIR CONSTR1CT10N SEE SITE PLAN 4 S'REET 04. FOUNDATION /LOWER FLOOR PLAN Scale D - I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I CONCRETE STEM WALL 8' WIDE WITH MIN 15'x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WIT-I MIN_ 12'26' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 626 W1.42WL4 WWF ON 4' GRANULAR FILL. SLOPE TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A -I 626 POST ON CB66. I' ABOVE SLAB ON 36'x36'25' 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 SHEET A -I ALL CRIPPLE WALLS ARE 226 OR 324 a TO at. UN.0. MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I 4210 BEAM LINE. MIN 1' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV 6 SHEET A -I d2d POST (SCAB POST AND BEAM WITH 224 ( � -8 J ON 90= FELT ON MAT FOOTING UN.O. PROVID) E 450 POST o BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/171. SEE DIV. 6 SWEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. l SHEET A -1 ELECTRICAL SERVICE: PROVIDE (U 2 12' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING_ SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, 14VAC, ETC. AS REQUIRED 18'224' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET 4-122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'2124•X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16.1 FP - IS 30'2130'51' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR IS STRIP FOOTING PER DETAIL 16/D1. 36'21 36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2), BAR EACH WAY [ FP -1 ) ( FP -2 ( FP -3 ) ( FP - 4 ) FP -5j FP -6 ) ( F P -1 ) ( FP -9 ) (FR -10 ( FP -ii ) FP -12 (FP - (FP -14) ( FP -;l STUB STEEL 12' INTO SLAB 11 12'oc (Pp (FR -19 ) ( FP-20 ) ( FP -21 ) (FP-2 (FP -23) (FP -24) 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFER!. DO. POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST ON SECTION SHS 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF_ TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV_ 8400 SHEET A -I - TRUSS LOADING SEE DIV. 01000121 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc UNO_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 224. VERIFY_ 8, ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN_ g, ALL HEADERS ARE 4210 DF 2 UNA. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' 5240_ SEE DIV. 06100 SWEET A -I FLOOR JOIST SEE DIV. 6 SHEET A -I 428 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SH551 0 -1 PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF REAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN I8' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND V, !. 9 v 2 HOLD DOLLN WITH SIZE DESIGNATION 1 Q °J r VERTICAL STRAP WITH SIZE DESIGNATION T O USED ON FLOOR BELOW STo — HORIZONTAL STRAP 51114 SIZE DESIGNATION O INDICATES BEGIN CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED'. IN THESE DRAWINGS. OD Co U:) NT Co CD C C ,57 COS v A � ,_ W CIJ O - CO g z6 r � TmF JOB NO. :. 9913323 BASE PLN B200 -073 THIS DRAWING IS Co) a/ 144NCE2 OP11CN ISE NS hRb50.L e (EAR FNIXI WALL MAIN FLOOR FRAMING PLAN Scale I /4'•I'• ®'. F -8 ALL FLOOR JOIST ARE: 11 1 /S'. TJI 150's a IS2 oc. SEE DIV. 06100 I START FRAMING HERE, 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES I ( F-1 ) ( F -3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE CF SEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH 130,0M' OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV- 06100 SHEET A -1 FLUSH - SOTTOM OF SEAM EVEN 111/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS' TOP OF BEAM B BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER SEAM AND BEAM BUMPS DOM BELOW JOISTS [ F -14 1 2X6 OVERFRAMING g 24' OC F-4 ) (F5 F-6 ( F-- ) ( F -S ) ( F°) ) [ F -11 F -12 ) ) -D ) F -15 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS - 2- SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3- SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY NANUR. TR155 PLAN SH0110 IS FOR GENERAL LAYOUT ONLY SEE Div_ 6100 SHEET A -I - 1101SS. LOADING SEE DIV, 010001,4 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5- ROOF FRAMING SPACING, 24• oc_ UN.O_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION, 1. RAFTER TAIL 2x4 - VERIFY_ 5- ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN_ e, ALL HEADERS ARE 4x10 DF 2 U110 PROVIDE (I) TRIMMER STUD UP 70 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UND- SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA, AS REQUIRED TO ALLOW FOR 1-1v40 DUCTING_ SEE DIV15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. 2X6 CEILING JOISTS +s 24. OC SYMBOLS & LEGEND o POINT LOAD FROM ABOVE POINT LOAD. FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD T04NSFERING DOUN W1 LOADING ge�t� H ANGER POINT LOAD TRANSFERED BY KICKER ;:=40TR l ION WITH SIZE DESIGNATION TO BE USED .ON FLOOR BELOW x STx - - -- HORIZONTAL STRAPWITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF 64-EAR WALL 1 - UI41 I ABOVE WALL BELOW NOTE- UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE 110T PROVIDED IN THESE DRAWINGS. C1 c^ 19 Q p N b a ss IL ` V * Cia LJ — o • Ca v y 3 N 11 ( TIRE JOB NO 9908323 BASE PLN 5200 -073 GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL OF GLAZING 1843 SF 22033 SF 11.8 S 5F. 15 CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHNGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF FERFORMANCE COMPLIANCE SYMBOLS AND LEGEND El FAN- DIRECT VENT To OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE NOISE FAN 100 CFM MIN. VI WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR MIN, VTO TD THERMOSTAT a 50' ABOVE FLOOR Q now SMOKE DETECTOR FER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6055 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 12' Kitchen NNYL VT 8' -3 12' 6' -II 1/4' Covered Porch WOOD 4 ° - 24' 112' 2.6 WALL RETURN AIR RR DN CLG To BOTTal CF STAAe POST 3 I MAIN FLOOR PLAN Scale V4' =1' -0` DO IS (41 I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I ( P -I P -2 ( P -3 ) I P -4 ) ( P -5 ( P -6 ) ( P -1 ) ( P -8 ( P -9 ) ( P -10 ) ( P -11 ( P -12 ) (P -13) (P -14) (P -15) (P -16) ( P -Il ) ( (P -I9) (P -20 ) ( P -22 ) I P -23 ) ( P -24 ) I. SEE COvER SHEET FOR ALL !x NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMAnCN. SEE DI, IT SHEET. 4-1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV_ S 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 (1) LAYER 5/8' TYPE 'X' GJWB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING-_ WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DI, 010015 SHEET A -I 13/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHET 4-I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN 6' -8' WIDTH MIN 3' -6, B. TREADS 10' MIN. DEPTH, RISERS 8° MAX HT. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I2• MIN. TO 2° MAX CROSS SECTION DIMENSION AND 1 12' MIN. CLEAR FROM WALL, RETURN RAIL .ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS3 E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GJUB. (2) LAYERS a CEILING AREAS: F. INTERMEDIATE BALUSTERS SHALL. BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV. 010024 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN. I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS. AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE 010 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB, SEE Div. IS SHEET A-I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 50° ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. S MAX RISER WITH 10' MIN. RUN IF MORE THAN C3) RISERS, HANDRAIL REQUIRED PER WOO, SECTION 1006 SHEET A -I 15 124 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 SWEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE D, 01002.5 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010025 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 01002.5 AND 9 51-IEET 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 NOSINGS. B VENT FOR MECHANICAL. I° CLEARANCE ALL SOES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 246 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE 637 SF DECK / PATIO 192 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE CF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. TTL .JOB NQ • 9908323 BASE PLN B200-073 SHEET 9908323