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HomeMy WebLinkAboutPermit D01-159 - FOSTERVIEW ESTATES - LOT 38001-159 FOSTERVIEW ESTATES —L0T38 4287 So. 137th St. City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard,. Suite 100 • Thkwila, I a shin,;ton 08188 WARNING: IF CONSTRUCTION BEGINS BEFORE AP =E".L PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0380 Address: 4287 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: U3C: 1997 Units: 001 Fire Protection: N/A Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Streams: Contractor License No: DUJARD OCCUPANT FOSTERVIEW ESTATES - LOT 38 Phone: 4287 S 137 ST, TUKWILA WA 98188 ^7 OWNER DUJARDIN DEVELOPMENT CO Phone: 425 -334 -5018 PO BOX 5303, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425 -641 -5320 34311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 k* k A k-A k A ** k A k k k k k k k A k k k k k* k A k**** A k* k A A k A k k A k k 4 k A k k* k k k k k A k k k 4 4 4 k k A k A k k A 4 k ** k k A k A A A A Permit Description: CONSTRUCTION OF A NEW 1,863 SO FT SINGLE FAMILY RESIDENCE, 637 SO FT ATTACHED GARAGE AND 117 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS,LAND ALTE- RING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER AND WO #125 WATER. ** kk** kk kkk*** kk** kk* k* kkkkkkkkkAAkkkkkAAAAAAkA *AAAAAAAAAAAAAAAAAAAAAA AAAAAAAAA *AAA Construction Valuation: $ 174,948.12 PUBLIC WORKS PERMITS: 4 (Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 446 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 k A A k* k ** * A k k * k * ** k A ** k* A k A k k A A A A k k** .k ** A k* k k* k A 4 A A k k A k k A A A A A A* k* A A A A A A A k A A* A A k A* A* k A TOTAL DEVELOPMENT PERMIT FEES: $ 1,612.75 * .k k A k k k* k* k A A k A k k k k A* k k* k A A k A A A *AAA * 4 A k k k A k A A A k A A A A A Akk 4 A A 4 A A A A A A k A A k A k A k k k A k A k k 4 A k 4 Permit Center Authorized Signature: Signature: Print Name:__ DEVELO= 'ME T PERMIT (206) 431 -3670 Permit No: D01 -159 Status. ISSUED Issued: 07/30/2001 Expires: 01/26/2002 Date: 7 7 d/ I hereby certify that I have read and examined t h i s per t 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 t h i s permit. does not presume to g i v e authority to violate or cancel tie provision of any other state or local laws regulating construction or the performance of work . i am authorized to s i g n for and obtain to i s development term' . �g gate This permit shall becoiiie null and void if the work not commenced within 180 days from the date of issuance, or if the work is su_.pended or abandoned for a period of 180 days from the last inspection. Tenant. 1 Parcel #. 261'CC-03 7 T k *A* 4 4 k 4 4 44 4 4 4 4 4 4 4 4 * 4 4 4 I. * r A * 4 4 A * • x 4. , I *A Permit Conditions. 1. No cha•oes wili 1). e the oI•ns EnQineec an0 the Tol.wila Boiloin13 2 ui • En9ineered truss drawin9s and =.:alcu and availatlo to the bul;iiTi9 insoeoto f:f ourposes. Dc :hall beaf the 0 Washin9toh State Pro:. iti Erh?,irloer. 3• An exposed insu/ation..F matt F SpreadPatin9 of 2c: le::. " uJO fication showin9 the fire eilf?re0I :E 4 All cons,tru.:tion to be 1 In r.:nfot plans and reouireme Lt. Edition) as amended. t.hOtorm to 3 and Washin9tn Ener • pluMbin9 vermItI :hall ho otitaie6 County Department of rot wiil inspected ty thJt ail C'96-4722), 2 D DO 6. Notify the i:Ity C.) 0 placin9 any concrete. This. proce.10,,1 1: th ce f•n soocia! insooctih. 7• All wood to remain in pia , :oni:ret? r[Pitt 3. Validity of Permit. The icsuance a pofmtt 110 plans. spectf!catic and :c ai strued to be • permit for. :f n apoov,a ° of any of the pr4.•vi.,:tc bui;cH6 of :+n,v 0 other ordinance tht o?rwiit 9ive authorit%. violate , .%c code shall be valid. 9• Electrical permits shall il , :.0tained rhe Icr State Oiviston of Labc.c and •od wot i. will be insoectad t that a9en it7p. There shall ne no cocupan,.7 of tne jul final inspection ha: been .: the Inspector. 11. Ail onJt=; the Cty of 32. All permits. inspe , and av-.:111.?.ble at the ilte p h.'Ir co :7.73rt The:e 3it F. to b.-1 ,1 able u•tti fina! Ccntctor ‘shall r'ticTh at 206-43-0 least 24 our:. i;) ALL COW MET. SEE 1_9-01 :HT 4 ..)!= 4 I AT ;24- :TOPh PVC SANITARY SEWER PIPE WITH GASrETEC N P1PL THE GEOTECHNIAL ENGINEEP SHALL PROVICT A LOT BY LOT BASIS THAT THE WOR HAS EEEr A VMPL JN ACCORDANCE WITH THE GEOTECHNIi7AL PECM:'!ENLTIONS. APPLICANT SHALL OBTAIN WATER METE P Fr:O:1 1 DISTRICT 4125 L. 206-242-9S47 AND PEPO:T jAIYYE SEWER DISTRICT AT 206-242-2226. 14. Temporary ero.zion e I I e i;o1..leglot:t" the first order of tu 0;'evenr. - site or into e...istinf.; :tc! 15. The site T.hal1 have t)erm.weot Itr place as ;coon as poss!Ple ,:tftec completed and r i to the FinAl 16. The driveway Tha11 t-- fr•m the driveway ;Io! flow tc,e surface. 17. Wor l. affectin9 traffic flowi ...'h;01 be with the City Utiiitjt 111.2pecto. .s.hall be 2.ut‘mit.ted t•: the In:poctc,r rriQ, 16. FROM OCTOBER 1 FHPOUH E STOCRILES THAT APE 311.1V OP STEEPEP ANC. H A VEPTI(L RISE OF 10 FEET OR MOPE AND WILL EE 1 .10t- ATE THAN 12 HOURS. DURING THIS TIME PER IOU :04FP. OP MOL,:H OTHER DISTURBED APEAS, IF THE) WILL i.3F UUWOP! .E1 THiq 2 DA*YS. COVERED MATERIAL MUST LE STOCVPILE, ON '.7,1JE BEGINNING OF THIS PERIOD INSPECT ANC, MAINT;jr; STABILIZATION WEEKL) AN IMMEDIATELY FOLLOWING STPMS. FPOM MAY i THROUGH ,;EinrEmBEP E1 ;41c: TEMPORARY EP10N PREENTION :,ECPIEUT ;Ar MONTHLY. ALL DISTURBED PSEA:. OF THE 1:.STE hLL STABILIZED PRIOR TO FIN ONSTRUCT;C heceby certify th,Ar •e6d the.ze t.Oth theto ootlined. chis wo(F. wi:1 be cool1ti •oeiThec Th 91 ufc.-:-skidte ,24 .ruct;or or thti- ..1F,rfoemanct, Project Name/Tenant: FO..5 rvl &-G...) 54 �-s Lo 1 — 3K Type of work: ❑ New Single - Family Resid: ce ■ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: 1 7 4 , 4' Site Address: 12—`61 Sc u \ - N. 13 `1 h at City State /Zip: Tax Parcel Number 2(112.0 (> - 03 R Q Phone: 125 3 3 4 1.501 a Property Owner: 0 u a rd.. NA ;TJ E V E,LC; p meJA1- CZ • Street Adtftess: O. fox s3Of1 Fs)Qr � i P' City State/Zip: ga2O Fax #: 12s• 33q•stD11 . Contractor: 0 L.k.A.arctl r\ r p Eo e_ (o 1 0 oNemt (4) • Phone: — Street Address: City State/Zip: Fax #: Architect: f o 4 P Le t 2 - - A Q . ct es . Phone: 12.5 - ccq I. s3-o Street Address: 19311 5�1 t 5t -'. , W(4 City State/Zip: gf3o0? Fax #: 9 � Engineer. blei L. 'I 1 se_ -t•Ze. P soG. Phone: N25 • 77i•tc2(2 Street Address: _ State/Zip: 1trISSO .4Th M e, \to. 5L i*e a Edw‘o4Nda w1i Fax #: p2 0 42.s•7 7 S • o'2.3 to Con ct Person: .o` terr exrGif∎t•te.ci'S 1 P.J. Phone: mou Street Address: City State/Zip: Fax #: _.___ Description of work to be done: ii . ' ' �.: ./ LI UJ1 1'GLaL EL Type of work: ❑ New Single - Family Resid: ce ■ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: t c21 tai sq. ft. Dwelling 1 t'i sq. ft. Covered Deck(s) kD 1 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) J/ fr '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 TLIK'''ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application accepted: SFPERMIT.DOC 2/13/97 Date application expires: /I -Zz d FO: STAFF USE ONLY Project Number: Permit Number: Single - Family Residential Permit Application APPLICANT REQUEST:FOR PUBLIC WORKS:SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: '( Addltioaal'reviews shall be determined b the Public Works De • artment ::" 'F - `Y ❑ Channelization/Striping Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone Hauling Land Altering: 9XCut cubic yds. ® Fill 40 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 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. Applica ken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BU/LDINaOWNER OR AUTHORIZED. AGENT: Signature: Date: Print name: Phone: 1 Fax #: Address: City /State /Zip: ALL SINGLE- FAMILY RESJOENT/AL PERMIT APPLICATIONS MUST B UBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED ' REGISTERED ARCHITECT OR PR, ESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 - 4722 Four (4) sets of working drawings, which Include: ❑ ❑ 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 ". Bulldlny: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 lh_e permit will be required as part of this submittal. ! 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 • ,A*Ak*,,, 'CAIN' Or TurwILA. w A**4,N**4-k*A4A*A*A*A TINMS;MIT Ovmber: Ivi 09L 11llCiLtrit, J ()7 Payment Method: CHECq No;:a1:)on: DUIARrilN P6,rmit No: 001-'5 fype: 1.).VP1(11 1:.E')E1.00MEI P:off P4rcel Nu: 261200.0380 9Ite Addoe9 421:3 5 ti' 5f rQtil 1.612•75 lote (ALL * * * * A A A. A. A A- *AkAA A -A A A 1'4 A, A A*4A i■ .■ A * - hlirtiOt Thlb Pz,vment Account Codq. 000/322.100 000/24:5.830 000/386.904 000/342.400 412/342.400 000/322,1 000/34S-830 1)-elicrlption BUILDING - RES; PLAN CHECK - UITLIfl 'E;T(.47E BUILDING SURCHAUC EW3v FEr. - OILIrY IW.J FEE - OfiN LAND ALTLR1OG PEittlir FEL: PL- P MEC!, ' t; tmq•t • t • t .•••. . • ;,-* k ** *+rrki**** qtr* A* icitir*yh•**** *k * *k * * * *k ** **AA 01(AAPAAAAA AkkAAAA** *AA C •Z i i Y UI- IIIKWIl_.A, WA ♦ ******* **k* ***** *** ** * ** <Ak*** * * *** * *k*AWAAAkk ** AAAAAk* *AAA 'ERANSM11 Number: 1010066£3 Amount: 100.00 05/? ? /01 32:01 Payment Method: C1.11-.CK Notation: DWIAUU1 N DE. VF.1C)P .l ni t E'U Ft Permit No: D01-159 t y I"e : 1 }1 VF'E_HM 1)1 VE-.t .OPME-. N't 1F I:I11 1 Parcel No ?61200 -0380 Site Adr.lr•E.$,�� : 42 87 S FP Si 1OI l I f:f.'!i: 1 , 51,8.7 Ellis E'ttymt'n1, 100.0() rota) l AI. 1. Pints: 100.00 Balance: 1 , 4 18 . ?'.> ***** k****** kk******* Ak***•********* *kkkkk * * **A * *k * * **A *k *! **•**kk Account Code 000/:145.8:30 Description PLAN (1Ik"C:K - E:t=S 1I:ANSMi I Amount". 100.00 1 PERMIT NO.: \,,Y) 1 G BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 1)011(12 Pre- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 00050 WSEC Residential 0006( -WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Strict ❑ 1101)71 Mobile Home fie Down Insp ❑ 00072 Marriage Lines ❑ 001190 Rested 00095 Footing Drains 00101) Foundation Footings 01)200 Foundation Walls 00250 Foundation Insulation 00301) Concrete Slah'Slah Insulation 00350 Crawl Space 00400 Shear 1ValI Nailing 0045() Plywood Wall Sheathing 011500 Roof Sheathing Nailing 110525 Plywood Deck Nailing 00550 Exterior Wall Sheathing 01)61111 Masonry Chimney 006111 Chimney Installation /All hypes 00700 Framing 00730 Rool7Ceiling Insulation 0118011 Fluor Insulation 00801 Wall Insulation ❑ 011802 Exterior Roof Insulation 008113 (lusting Inspection 011815 Lighting and Controls ❑ 1119110 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move inspection ❑ 01 115 Motor Inspection ❑ 0II 20 Pre -Demo ❑ 01140 Pre- reroof ❑ 01401) Final -Fire 01700 Final - Building ❑ 01 900 Final- Reraof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom /Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -High- Strength Bolting ❑ 0401)6 Special - Structural Masonry ❑ 04007 Special -Rcinf ( iypsum Concrete ❑ 041)1)8 Special - Insulating Cone HII ❑ 04(11) Special -Spray Fireproofing ❑ 04010 Special - Piling. Piers. Caissons ❑ 04(111 Special - Shoterete ❑ I4012 Special- (irading. Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 1)41)15 Special -Smoke Control System TENANT NAME: ., tkrV I Sw t✓ - `� -�-��� CONDITIONS 000I No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required. notify Bldg Div E l 0)1 1 Special inspector shall submit final signed report 0013 New ceiling grid & light fixture shall meet lateral bracing ❑ 111113 Partition walls attached to ceiling grid ■ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & cafes shall he on site 0016 tixposed insulation backing material ❑ 01)17 Suhgrade preparation including drainage. excavation El (11118 Statement from rooting contractor veritjing tire retardant class of roof 0019 All constnictiun to he done in conformance w• /approved plans No work shall he done in addition to those modifications..." 1 1002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall he provided fir this project ❑ 111) All titod preparation establishments must have King Co ❑ 111122 Fire retardant treated wood shall have flame spread of 011 Notify Building Division prior to placing any concrete 01)24 All spray applied fireproofing shall he special inspected 0025 All wood to remain in placed concrete shall he treated [] 11020 111 structural masonry shall he special inspected I Validity of Permit ❑ 0028 (tack storage requires separate permit W Electrical permits obtained through 1. & I I11)31I No occupancy of building until final insp by I)Idg Div ❑ I Remove all weeds. concrete. stone foundations. flat concrete Nlanufacturers installation instructions required on site naxinuun allowed per 1997 WA State Energy Code" ❑ 111136 ❑ - BTU ❑ 0035 Contact I'W I)n to obtain insp tirr \vater /sewer connect ❑ 111138 A C of will he required for this permit ❑ 0039 Final approval tin all Ti wlin the limits oldie SC' Mall 01104 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 FNIC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 ‘II permits. insp records & approved plans available ❑ 111106 MI structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring - All new construct and substantial intpro‘eutent shall he anchored to prevent flotation" ❑ 111107 All structural welding shall be done by \VABO certified inspector ❑ !11)08 MI high- strength bolting shall be special inspected ❑ 01109 Bolts installed in concrete shall he special inspected ❑ (1)3I Comply with requirements of CHIC 1 6.04 ❑ 11034 Removal Of septic tanks require approval and compliance with King Co Health Dept. "Obtain required inspections from appropriate water & sewer districts .. Fuel burning appliances Appliances. which generate " "Water heater shall he anchored...." - Kermit" Date: Date: Project: 1 Type of Inspection: Address: 1V7 S 1 St Date Called: Io - 0z Special Instructions: Date Wanted: Requester: ( .....v Phone No: 1 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit ( )w\ f i P4'r PER 206)431 -3670 IR - Approved per applicable codes. Corrections required prior to approval. LI S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: �� / Type of Inspection: / ,( 'i - : r /ill d es : CD C F' \\ yv ' Iv\SVlci ‘r) v• : . Cippyr v < C �I Date Called: r, Special Instructions: 0, - 65∎ ` , 1" r: Request J C /r, i t Phone No: l 4 /.I '�' -" r 4 11 ( Ate)Cw C Cs‘1%."\4• r h a r -- ')41) 1 * • • 1 Yr•) wA \00-1.1t, t,— t) + 1 ∎1 f ti l l'. r t} . \Pv\'k --\--c) 9v. -r"f uv\C\ r ., (; ,) k Y r' �'1 1 P oject o (k �/I�'(,+J �� / Type of Inspection: / ,( 'i - : r /ill d es : Date Called: r, Special Instructions: - " Date W me , • r: Request J C /r, i t Phone No: l 4 /.I '�' -" r 4 �a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ISt Approved per applicable codes. Corrections required prior to approval. Ins pecto . ) { �) r Date i 0 30 oz $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: i \ S 1 -�, aC _,4.- � ll � /( 4- _ .1 1 Alit -. ....1 Type of Inspection: 1 �-y - s!l, A. i ce.. i. . . c�'i / . ' Date a led: U —/ -- 0 .. EP r ier ..4' frvio r, a 4 '-t✓ 5 04--.. -''.- ,71-c? c /,> e 10 ..s . �.l e de r , C./a4, / I. ��4 /-z /,0 Pon r 2 S 330- p v4., rs r ■ C, a ` 7.r) - 1u 6 112,C) kt2l..Ar Pr• . .'/ Type of Inspection: 41 .0 �-y - s!l, A. Address: . l $'T` ZO .. ....i Date a led: U —/ -- 0 .. Specia Instructions: / �, ' ' Date Wanted: 10 -/S-- Oa- a.m. P.m. Request r: I t l ir.• Pon r 2 S 330- 60 A r INSPEC NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 orrections required prior to approval. Date: 007 -13 PERMIT N - o / sib Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: }if COMMENTS: Typ f Inspection: i ,/1 r' Date /0 Called: /Y „__ ,0r 9 r J'7 5- . L'U 37 Special Instructions: Date Wanted: /0 /3 C)c?. a.m. 13;n1. Request v: /14/ ;7? /) Php n . No: 0 I A - 0 1 f >(\ C 0 . r" )n( ,• _ , - I 1 L-ti Project: S U /Eta) SST. .5 Typ f Inspection: i ,/1 r' Date /0 Called: /Y „__ ,0r 9 r J'7 5- . L'U 37 Special Instructions: Date Wanted: /0 /3 C)c?. a.m. 13;n1. Request v: /14/ ;7? /) Php n . No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M Approved per applicable codes. Inspector: - -- l Corrections required prior to approval. Date: PERMIT NO. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: pvti rtnct1 Address: 42 s $37 f h st Date called: 1-12-02 Special instructions: Lot 3s L- Date wanted: 0 � J p.m. C i /I W02. „ (.1.7 — ( t' �- tt It i Project: a�'Crv�evJ E5fate5 Type of Inspection: pvti rtnct1 Address: 42 s $37 f h st Date called: 1-12-02 Special instructions: Lot 3s L- Date wanted: 0 � J p.m. Requester: Phone• - H - - 2.677 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DOS --15� PERMIT NO. (206)431 -3670 Ei Approved per applicable codes. El Corrections required prior to approval. 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: 1 Mep ... : &4....1 • I l .- L1"d�0'1 Ty of In;ptction: 1D0 /2 , . ,;tfie .% c�d • '7 c t • "2 Date called: /1 S jiecial instructions: 6 "11.4...4 /L4 /U t.. A I' I Date wanted• Requester ` ' ' 6,4 Phol f r c 19 • ai 77 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 K Approved per applicable codes. COMMENTS: 01 c.l Corrections required prior to approval. PERMIT NO. - (206)431 -3670 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P ' ect: t� 1-ti.5.;? T f Inspection: � /I cct 4 ! mo (AS iff d 2 s 1 : - 7 3--) Date called: / Sp cial instructions: , Date wanted: '1ir� 2 0 p.m. Requester: j/ (j /,rf t ;k e Ph [l("k 2 )7 - V'. Y() 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: '. I Inspector: 91, I Date: H $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: h, r . je! :h .) V.AttO Typ Date of IriSpection: I I rIX.1 1 called: I -7 /S /02 1 Address: 4 ze - 7 s, Ifiiii, ,, Special instructions: Date wanted: / a.m. Requester: , i .., ' Phone. C& 2 (...1 ((.-..) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION T /- tg, PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA )431-3670 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: 7, ■. Qi r‘ LC Date: $47.00 REINSPECTION REQUIRED. Prior to inspe ion, fee must be paid at 6300 Southcenter Blvd., ite 100. Call to schedule einspection. eceipt No: D te: Project Name City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Are Chief Permit No. DCA 'J Address 4ZW7 S 131 Suite # w Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Date T.F.D. Form F.P. 85 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 leC • U ( e,i t) -1,01_B Type Inspection: al . � ei t d 1 }d Address: t^ C . . . . S Date called: t 1 ) _ 0 Special instructions: _ Date wanted: r 1 1 ( 2 -3/ 0 L Requester: r -) 7-aIf Ph C ) : ,-) 1 . ` ' 7 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspectorr INSPECTION RECORD Retain a copy with permit ba c51 (206)431 -367 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: r0 n *" )\ (o v '44; 4 e — CI I J /X 1 Date ` 02 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: COMMENTS: 1 n't-i-v t o1` �.. 1(ia 0 r.X)tr( Addr s: 7 ,,S`• 13 I - .. . Date called: - 1 370Z - I r (•)0 y•• r * , SI r jif i 1 V(71 rt nt.) MS ..;"79 a? 4 7 7 Y F • e V,(\ v\ (4; t,. C r i A ;(' t Pro' •c : 0,4 _ . e 4, - ,' it Type of Inspection: nspe , Oa d Addr s: 7 ,,S`• 13 I - .. . Date called: - 1 370Z - S ecial instructions: Date wantec a.m`. Requesterc MS ..;"79 a? 4 7 7 1 1 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 Ej Approved per applicable codes. Corrections required prior to approval. Inspector: Date: t) tJ , t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: 4 Date: 1 7 COMMENTS: ) r ° t ' t 1 1t1A l IL- A , va) J � �' 7 AbN‘ <v / Type of Inspectio{ ( 1 c,-"../1 1 —. . e 0.-- -'N.•-:1 1.. ti. A ,,e - - ;'S ,Pt. t ) Special instructions: Date wanted / / � \ ' a < / Lk l �li ... ...r^. k. n't. .. \ ... 0 �.. i. V \ IN ) U. -A: Phone: � . t f r Pro' t: !` f ii ( / Type of Inspectio{ dress; �. tr � ._ Date called, ) Special instructions: Date wanted / / � " I ' a < -a:09 li.m. Requester ; ..?'( Phone: � . t f r 1 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 \ (206)431 -3670 PERMIT NO. j ,AApproved per applicable codes. Li Corrections required prior to approval. ti Inspector• Date: 1 v" ` t -- -•--`J --� t / 1 7 10 ;$47.00 REINSPECTION EE REQUIRED. Prio to inspection, fee must be paid k at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w ft 4'y COMMENTS: J j tc .5 /37 Date ld. / —Ci C CO . A;'C NA f,- t. Dp trot. .. (1 f� JJ AN .~ Regtsteri, COW , � -Q Q IP 55 4 . 0/5 ► ;. it" r}r.S 9 1 I i Ci ` t1 Y\ I 4 0 '4 \0 I (1 f.. CC r , - 10 . 1 r v cis -e _ i.tJ k r \'.� ,,GJC. V 1'\ r ' \ cAA I v CI' l) i 1t \SY' ttA tu ft I Of'S J j tc .5 /37 Date ld. / —Ci Special instructions: Dp trot. .. (1 f� JJ AN .~ Regtsteri, £ -3/7-- 9 1 I INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 301- /6? 9 PERMIT NO. (206)431-3670 Approved per applicable codes. , Corrections required prior to approval. M1 Inspector: Date: 1 - 5_ ` $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: toject: , 1 ...>„ Ocki ' 1 - o / 6 Type of Inspec n: PE — e'ci41 fii imdtgs v, 1 1 . 6 ,C /?7 -i i 7 0 ..•,__.......-- - - - Special Instructions: D i e w )1:/ z...._ am. Req mop INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 LI Approved per applicable codes, Corrections required prior to approval. COMMENTS: ON" A - t spector: r $47.00 REINSPECTIO FEE REQUIRED. Fpior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal( to schedule reinspection. Receipt No: Date: Date: W7 ? PERMIT NO (206)431-3670 COMMENTS: Type of Inspection: ll wa U v 1� �et r.�pf�' 174' � , "��1 1 r� t � 1 +� 4, + ��. O St-12 ( 90r i O 'lc e- ,,lc!I, Special instructions: c� � -5 ) ---i t re 10 lock -A c O . t - 6e r i lMG i" J 1 o C{+ ti-t 4 I , .e, ri „v 1 ,ro /ii. I ( , ) 1(1 (S`1 )1 I ( ,ir,, r I,VU , 44 11 v 7 �r� 4r) r). , 4-i -' C lto;ef f .) "\s)t A r t-ti \--, , n . ,■ A MO . 1” t.JcCtLYcyjif, r Cr ti r. -: Project: 5 Y v • ,ui t t�-� i -f Type of Inspection: ll wa U v Address: 7 Date called: '. ti -oa Special instructions: Date wanted: /- " 7 / p.m. Requester: /) t. t, ti' ?L . 47 # 1 7 (,, Phone: 7 INSPECTION NO. 1---oT INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DC 1- / ;. PERMIT NO. (206)431 -3670 EJ Approved per applicable codes. En Corrections required prior to approval. Inspectors n 9 Jir 2 I Date: 1, ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: r COMMENTS: C O V\ F la0 e. pAr ( -ve A .? ..SMYA r k tj JC 1 Address: 4.S7 5 I . V? 5-t q ) 4 . o d , Woo( ('4MOIAA bCt4 L t✓ 1 A VT1 1 1 n ck - r l PV d C PY '` 1 h C. v _\ C 4 \ 1 ‘‘ As' in i IL) U'I h cw A) ca ICI VN Ct I � h t FC 4 0 �L Proj e l` cierv 3 8 Type of Inspection: r ioyv, {„ q Address: 4.S7 5 I . V? 5-t Date called: ! {_ 1 -f =0 z Special instructions: Date wanted: 1 -2 --02 Cam,a p.m. Requester: r - tr Ni Phone: •s c7R. at' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspectorr%A 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: DO 159 PERMIT NO. (206)431 -3670 Date: `_ 7 -0 2 S t /c1" 1 /16 . — j r ` T �cpe of Ins cti n: A e s: Date cal 7 5, 137 si__ 1 2.1,/y4 «(,,, JJJ Sp cial instructions: D�te nted: 7 -6'71) / 1 ; m. , Req ster: - fit V P 1 PIT5 C -'-,/ —(7&04 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: lnspgcto Receipt No: INSPECTION RECORD Retain a copy with permit )01-15 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 1 Date: m Q,$47.00 REINSPECTION FEE ' EQUIRED. Prior • inspection, ee must be paid I to 100. Call to/schedule reins.ection. 1 Date: COMMENTS: . 2)/7/c) , , 2141 C CC /),L/f / t` .. /, -7, 46L___ .�--. 5� l (732 2 ,i I cj � ..:3 'r'/1 rf" + t' /�, . r �..� j •.. ` ' r �'' I / � 7 Pho e L S 3 r)" q(01 ci ` /- ::2 ,r,./ � ) r''/ 7c,` ..``vir"r1r r /Irt,l�/) -- rt.r /1 , %r ` '�j C. Projec • . Type •f I .pection: As : Li, < 131 .�--. 5� Date led o z01 /l Data Special instructions: p / ( t al-, w ted: 1 a.m. ( p.m.) R uester: �l I r Lr " Pho e L S 3 r)" q(01 ci INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. ( inspector: „ Date: / ,/6 / ? e') / El $47..9 REINSPECTION FEE REQUIRED. Prio/to inspection, fee must be paid i at 6100 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Corrections required prior to approval. Receipt No: Date: Pro' t: _J)��,, v f t �" ) 3 Ty po Inspection: ' ' t' Ad 2 s r 7 5 /37 , ' Dat� /2 /0/ S ecial instructions: Dal*, Cm,` -1P ted J l� I p.m. Re uester: /f CC"! k i Pi2 .w() i1'i/ 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: `;� •�7 . n fl.z / d d - 7 4 ;I/ Date f N $47.00 REINSPECT! N FEE REQUIRE • Prior to inspection, fee must be paid / oaf, 6300 Southcenter lvd., Suite 100 Call to schedule reinspection. f 'ceiPt No: f�_ Date: Project: �.. . . t -{� v �� t .. ) It 3 � Type of Inspection: • 1r r - 1 1... r,i11 r Id e s ,. C� / _ ._ ` 7' f Date call ✓ I ! /(2 / Special instructions: Datented /' f(/ a.m� p.m. Requester: `_) Phon ) r _ . __ 5 / , _ .. (- f" L INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: N. lnspPctor: I Dated. 47 012E INSPECTION F E REQUIRE . Prior to inspection, fee must be paid 6300 Southcenter Blvd. uite 10 Call to schedule reins at 63 reinspection. Receipt No: Date: r' INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 t • e Pi E W .-. L Ci �t,��31 G rl�-V� C V �' � T f U s_pr l , ` V _ A L , C �.L} i ;? t y s 1" YV 4J �� -i S 137 Sr. D tt lol , Special instructions: Date ante} 1 Re nester Phone: Z, 0 z INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 7). (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date :8 ` '2 , y _ 0 ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: roject: Ty. • of In lie f '' , Address: 0 51 • D to call d: j r Special instructions: A ?pfox � 0 O A teci s‹. Date wa d: .2-11 tS Cal 1 Re ue st q . one: t p CP ■ - - 7 7 ',$ 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W, 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: nt_iv \ C '1 t11► -, -e 1 vv- e � Q�� s Ck r (vecA $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I Do 159 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON 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 J.A.:MIESON CO ULTIiV'G Cors:: c ' r p:attri rp rrtc t t tan : F tr.,tr, 901 KIRKLA-ND AVE STE B.1 • KIRKLAND WA 9E033 / '5) 803.2381 • FAX (423) 803.3289 H 5,34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 �- M4-4 d. l6" g= 031'7 ilwit time # - ft # - ft # - ft # # # ft ft ft ft 7G Z500 PV ' �O ,rs/ O K' d= 4" A 41 . 11 4e l� X774/ ' SpA4'5 /l ztz. , 002 3 141(12> 7 = 21 C %AVE Fo5r wxliv JO_ NO. 2.0 / 81 Z TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.257 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 4.67 a ft Height of earth above "base" 50 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.67 t ft Footing thickness 0.67 toe ft Length of toe 0.67 heel ft Length of heel OAT= E E!T NO.. ' S ft Overall height of equivalent fluid ft Total footing width #1 ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force # Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pci) Weight of wall Weight of footing e ta 6#4 . rop II i ▪ I r 4e/oI c, ebtoz (4) w4 ` 4j agl o,c, 4-1.77 5E4/P5 (3)�f4 �z3 1 'Cle.4iZ �i r1 Q n 8 JC JAMIESON CONSULTING Consulting Engineering gi Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT UNITS 35 EFP # / ft3 0.267 Cf 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL 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 6.00 2.50 1,643 1,724 0.83 0.85 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft ' #•ft # - ft #•ft ft ft ft ft G=Z560P$/ K51 Mu= 15' NM) 5TE L c ;e $PtW Fog 5L(Dbt& 0.4 4 a' Zit, 2.0. Z- r iat5 C( 4 X 7 6 / 9 ) JOB NAM! FO tit (1 JO9 No. 20 l e1 OAT! SHEET NO. " OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing kir) 3 "G2? c � (z)frop - 1(1 i ll 4 /o'o, c. 73s VCI.4Az (4coir + ,t t t w U � O N o ff w W ui U� O z JC JANIIESON CONSULTING Consulting Engineering & Project %fancgement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t ' " ;) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL wI 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety = 1.5) 6 a ft Height of earth above "base" 0.67 w ft Wall thickness 0.67 t ft Footing thickness 2.00 toe ft Length of toe 0.83 heel ft Length of heel H 6.67 ft Overall height of equivalent fluid Lf 3,50 ft Total footing width fs 1,155 # / ft2 Soil bearing If X is in mid 1/3 fs2 1,248 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.17 ft X 0.85 ft Location of resultant force 2Lf /3 2.33 ft F 1,079 # Total horizontal force Fk 654 # Net sliding force per foot FS 1.515 ' Net factor against overturning Mot 2,631 # - ft Overturning moment • Mr 3,985 # - ft Resisting moment Mu 3,672 # - ft Ultimate moment for concrete design W 1,591 # Total weight on footing w1 639 # Soil weight on heel (120 pcf) w2 600 # Weight of wall w3 351 # Weight of footing xl 3.08 ft x2 2.33 ft x3 1.75 ft P 0503 F51 7 5 / 40 4 A= 367 61=6" 4= ©.3/14) 4e es' ac. o, t t:4 ti .t 4' /6“0,61, /14,er. /199 _ ifb 5 !mull' , roof? A1G 544/Q5 1 zoNTAI JOB NAME Fo5rxe v Vi JOB NO. ZO ( e/ 5Y t ' DATE . SHEET N0. C= (2)4 ►I.S• 4460'0,c, . 'k -' 1 /-lCGge 2 ew' 4 j 4 cc i7 2)GdTos Jc 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 95033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAIIESON CONSULTING Consulting Erg:r.eering d Project Mcncgement TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME EFP Cf a w t toe heel H Lf fs fs2 Lf /3 x 2L1 /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 OUTPUT 8.00 4.00 1,770 1,831 1.33 1.09 2.66 1,487 687 1.754 4,330 7,595 6,189 2,994 1859 733 402 3.00 1.66 2.00 • UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # -ft # - ft # - ft rr rr ft ft ft 25C0 FS/ _ K5/ Co. z d 6 ,4 c 0,37/e/ 4G 6a'la. c, /AID ►le og- 4 -/2 "a. C, V 6 S.25' Pca 'i IG p47t15 110,2 z , L = 22 i 42 # r /AI Z (3)4 JC3 NAME FTEKVIEVY JOB NO 20/eI 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 Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing -— C3)e 1 -4 fb riY 7).1 SHEET NO. 4 CF ()-4- 4 ( C . j 1 -4- roP 1 ilf ttr 1 II( I I II I j 4e-AL 4(2I2"o,c I Yz.'e,t 8r-tz- ,4':4tjs6''o,c # 4 x3=0 /21t0•C. (7)4 ¢ cav r �3'tct2 e 2 ' C JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKIAND AVE STE B -1 • KIRKLAND WA 98033 '' ^C) 303.2581 • FAX (425) 803.3239 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 8 0.67 0.67 2.08 0.67 EFP a w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w2 w3 x1 x2 x3 -05tx M '5O7'd.4rt 4S6 ° O.C , , YD t d " FOE # /ono, /fr v05' _ 6:25 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1 ,787 643 800 343 3.08 2.41 1.71 40 KS/ # /ft3 ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # -ft # - ft ft ft ft 0. 37/ A1 Z • JCE NAME r- ✓ 5 V W JOE NO. 20 led OAT= 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 pct) Weight of wall Weight of footing • • tI SHEET NO., 5 1 EY • • (z> TOP I �1�1�I 1 (It 12 "otir, inik"agA 2 4 J 4 "oe G (s).4 4 coior JC INPUT 35 10 0.67 0.83 2.25 1.25 JAMIESON CONSULTING Consulting Engineering et Project Mancgement 901 KIRKLIND AVE STE B -1 • KIRKLA-ND WA 98033 (425) 803-2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB NAME EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w w2 w3 xi x2 x3 OUTPUT UNITS #/ft3 ft ft ft ft ft 10.00 ft 4.17 ft 1,811 # /ft2 1,932 # / ft2 1.39 ft 1.04 ft 2.78 ft 1,750 # 1.539 5,833 # - ft 8,979 # - ft 9,917 # - ft 3,019 # 1500 # 1001 # 519 # 3.54 ft 2.58 ft 2.08 ft f L 2500 F 4 40 Ksl #4 bo 5 u = 9,9z K' I=(o 4.5 afeC � Location of resultant force JCS _FO E"" JOB NO ZO / IS/ BY 'PJ Z- DATE SHEET 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 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 (((Efff #4 &-/odo,c.. C> .�r4 TUY ( Wz x Gee 00 • fa." c 4 x2 l' O , C &)04- . cvvf I rl Si' 11 2 -3 S l l -3 k Jc 1 22D JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRK].AND AVE STE 13-1 • KIRKLAND WA 98033 � •^5) 803 -2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 # - ft Overturning moment Mr 15,397 # - ft Resisting moment Mu 17,136 # • ft Ultimate moment for concrete design W 3,948 ' # Total weight on footing w1 1800 # Soil weight on heel (12Q pcf) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft 4 = 40 x.5, P 4 ij/7, d e" FliID tl,/ FOg 4 4e (2'0.c, )c � A= 3,5¢ - f 4 0,53 fitl 4 Id • J03 NAma_F—o5rE VIEW 2 0 /8/ -, J09 N0. BY OAT! = SHEET NO. —2_ C= vt ■ N ' O 3 , Z // (2)4 4 Top 15411 e l it" „ 4 2 O.L. T y 11 • ( lam! Atz 4e eeo,c, 45j � c� G� ki06 0-4 cvr, • • ij '. / 2 .i' 01/ /o / - 3 JC J_IIESON CONSULTING Consulting Engineering et Project %fcncgemert 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ( 425) 803-2581 • FAX (425) 803 -3259 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 12 0.83 0.83 3.33 1.83 EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w w1 w2 w3 x1 x2 x3 7t Ot, Ps/ 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 # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 10,e51 4 �- Z3 5'/ 64 e' ,4 = 0 #5e5"0,c 4. JOE NAM: , L/ 3TEraV t E I s sC3 NO 215 l CAT= 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 y�— Soil weight on heel (120" Dcf) Weight of wall Weight of footing 1 3 , 4 21 Nis SHEET NO—IL OF • • ) ( 4 i - op I( 4 c.g or (. (- WSJ G�i 5 nofc, r44-X 3 z0 tl Gv via c, (7) g 4 car to / f./-r5 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 2507 psr NAME OUTPUT EFP Cf a w4 w toe heel H 8.00 Lf 3.84 fs 1,788 fs2 1,789 Lf /3 1.28 X 1.26 2Lf /3 2.56 F 1,120 Fk 221 FS 2.416 Mot 2,987 Mr 7,215 Mu 3,906 W 3,368 w1 2199 w2 733 w3 386 x1 2.59 x2 1.00 x3 1.92 x4 1.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # -ft # - ft # - ft ft ft ft ft -O A 3,9 d=6" 4 = n3/01 4 �t ote. g FD4 # 4e./6/ibt,c, /4= l.99K` bb VET FC07746 SP47t,S b7Zl Z. NET or PA SVE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing // JOB NAME JOB NO. BY DATE SHEET NO. OF O lt (2)1 reP 1111 --=4111 �I) d 4 & /0'a, c. i t /Z ficz s. 1/4Lc -e f or c, ,<3!O @80.n (5)44 coer • 3 cog z!- 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 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf/3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS # / ft3 10.00 5.34 1,854 1,885 1.78 2.01 3.58 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 7 s: Z599 F5i i- o07 Mu= 765' ,45: 0.474 465 d Ore , FWD ,V OE' A4Vosb /h 7 /I 675' NO SLONG Fcorin/G #oIzI, N Er ?Ass/VE JOB NAME JOB NO. BY DATE SHEET N0. 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 Xis 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 pct) Weight of wall -- Weight of footing 0 1 • 4 111 4o.c, . 4- LG- s'o.c' 4 u 3!OtI /O OrC. &)k el- cavr 31-Sao/Ts) 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 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 � - 25C0PS/ ors/ �0 or (3) Alp /3S3' 4631' 4 Oro/ htl L 5 90.c. ( FWD J tW"Foo . 4 e- 9''or `' AI r 4t7' l7= 77 / S (73141 For /A bP4;r' hlzl Z, Nor OF Pil v4 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft JOB NAME JOB NO. DATE SHEET NO. OF # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 # - ft # - ft # -ft ft ft ft ft Location of resultant force BY 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 walk Weight of footing p (0);Et. 4 rOP (11=11 f1ij 1"4.4 - &O' f o , c. s #4& f .46Le9'orct &2 &O x-O�G 03) lk 4- corm' r tt �, �t( io 4-0 (05) - Kappder Architects P.S. VERSION 97.9 INCLUDES) MAN Job No. Date Lateral Analysis for: Dujardin Plan #1843_A 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 wa locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 854 864 791 SF SF SF SF SAILABEA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +112 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 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xis Long Wall B 80 3 0.36 0 8 8 12 0 12 15 10 8 12.8 9.0 11.0 0.0 FT FT FT i +'V STAMPED" "B" Default 80 ' MPH Default 3 Default (sd) Default (table 16 0) 0 PSF Default i 37 Short Wall 7 l 12 1361 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default OokI1 28 0 8/21/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 145 0.00 0-15' P= 0.62 1.3 16.40 1 13.22 14.28 PSF PSF 20' P= 0.67 1.3 16.40 1 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 PER SECTION 1630 REDUNDANCY FACTOR (rho ") Reliability/Redundancy Factor. P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: As Ground floor area of structure As r max = Max element - story shear ratio square root r max = r / story shear r = element story shear x 10 / Fa element shear l« (LENGTH) P= WIND PER SECTI N 1618 VALUE USED Ce = Cq qs = Iw = 1 -9.49 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r) = re story shear r max = ( 504 1 10685 therefore use I 1 1 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 252 1 5 P= Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH 1361 37 5041 0.05 ( WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls PSF PLF SF # FT # FT #FT # FT 8/21/00 PAGE 2 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 264004ppi FEgeOR ITFf`T 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFC !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) Main Floor (Lower walls) 15 791 64 SF 12 5932.5 7680 S / S EX. WALLS 10 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 Ek. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 1613(1. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 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 PSFI LONG WALL (SHORT WAL I WEIGHT 23688 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT W= 76180.5 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 F(appg,iilt320 1975680 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls load reduced by half due to plan configuration of front wall being concrete Not included in total Vi 10685 (# 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) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 # FT 109 1 F 132 #FT 0 #FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE M= 18957335.76 T =C= 677047.7056 10.5 ; , ' 64480.73 ALOW.Ft= 16.5 ; 41 1.33 143.64 # /NAIL WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171.184 #FT 731.501 1050.71 #/BOLT 2,42; FT O.C. # /BOLT 3.47, FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 4713.50 NAILS 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA WIND FORCE (P) Roof (Upper walls) 208 # FT (P) Upper Floor (Main walls) 138 # FT (P) Main Floor (Lower walls) 145 # FT #NIA 0 # FT 525 1.33 Not included in total 140 109 132 0 • 208 • 346 Q 492 698.251 # FT # FT # FT # FT # FT I FT # FT OK 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) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 # FT 109 1 F 132 #FT 0 #FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE M= 18957335.76 T =C= 677047.7056 10.5 ; , ' 64480.73 ALOW.Ft= 16.5 ; 41 1.33 143.64 # /NAIL WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171.184 #FT 731.501 1050.71 #/BOLT 2,42; FT O.C. # /BOLT 3.47, FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 4713.50 NAILS 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA WIND FORCE (P) Roof (Upper walls) 208 # FT (P) Upper Floor (Main walls) 138 # FT (P) Main Floor (Lower walls) 145 # FT #NIA 0 # FT 525 1.33 Not included in total 140 109 132 0 • 208 • 346 Q 492 698.251 # FT # FT # FT # FT # FT I FT # FT OK 8/21/00 PAGE 4 8 4.5 4.5 3.5 2.25 113 I -.: P1.6 ~'.I Mo= WaII(DL) Roof (DO Mr= T =C REQUIRED 4060.24 4060.24 3157.97 2030.12 MIN PLATE NAILING 15 INC O.C. 360 360 280 180 170 170 1440 900 795.00 795.00 2006.67 810.00 725.61 725.81 328.94 542.28 NA NA NA NA I 12 11 5 0 0 156 - P1.6 ' Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS16 -30 CS16.30 #01V /0! #D1V /0! 8 3 5.5 11.5 0 83 I...t <P14 I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 •51.24 - 421,24 #DIV /01 NA NA NA #DIV /0! #N/A 0 0 0 0 #N /A tititt4N /I111C 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 #NIA #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 i 0 u. 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 208 2 /3DL REACTION HOLDDOWN 208 208 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 0 w U, 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c C d SHEAR V WALL TYPE TRIB.LENGT a b C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls 8/21/00 PAGE 5 16 28 0 0 0 119 • P.1-84 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 /0! #DIV /0! #DIV /0! I 16 27 0 0 0 123[.0 ; ii IR1$ 1 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 #NIA j- w,- iY #N /A tI Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A ~A #N /A #N /A #N /A I #N /A 0 0 0 0 #N /A . .,. #N/A1 ..'! 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 I #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 z 0 2/30L REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 208 208 2/30L REACTION HOLDDOWN UPPER FLOOR Load 208 Ht. 8 w 2/3DL z REACTION HOLDDOWN 208 0 w 1- 2/3DL z REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE 8/21/00 PAGE 6 I 8 4 3 5 3.5 1791 +::. P14 - I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 NA CS16 -30 I 12 12 9 3 0 1731:,,4P1 -8 1; -I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.40 124.40 824,40 #DIV /0! NA NA CS16 -30 #DIV /0! I 8 4 5 3.5 3 179) . P14 Mo= Wall(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 I #N /A 0 0 0 0 #N /A I .' ' #NtA : : 7': 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 #NIA #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 O u 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 w co 2/3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 I 16 12 5 5 0 2521 :. >:.P1- 4' =I MIN PLATE NAILING 7 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 960 400 400 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 0 205 ik,4 P1.6 .;; 4: Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! I #N /A 0 0 0 0 #N /A ...' #N /A .-:.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 #NIA #NIA #N /A #N /A #N /A _ #N /A #N /A #N /A 0 0 0 0 #N /A !-. ;- #N /A 4, ' I Mo WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #NIA #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N/A FRONT TO BACK MAIN FLOOR Load Ht. 8 MAIN FLOOR Load HL 8 w -J 346 s 0 EE 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 0 w 2 /3DL 0 REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c d SHEAR V WALL TYPE b b b c c C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d 8/21/00 PAGE 8 12 8 4 8 0 295J . P14 `1 .,.' Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0! HTT22 _ HTT22 HTT22 #DIV /0! I #N /A 0 0 0 0 #NIA (d,4 #NIA ; 1 Mo= WaII(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #N /A #N /A #N /A BELOW GRADE 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 0.00 #N /A 0.00 #N /A #N /A #N /A 0.00 #N /A I #N /A 0 0 0 0 #NIAa:=t. #N /A=�r Mo= WaII(DL) Floor,Root(DL Mr= T =C REQUIRED #N /A #NIA #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 #NIA #N /A #N /A #N /A #N /A _ #N /A _ #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load Ht. F- z 0 u . LOWER FLOOR Load Ht. 11 2 LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 TRIB.LENGT 492 11 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 492 2/3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN 492 2/30L REACTION HOLDDOWN a WALL SEGMENTS b c 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 1.75 9461.42 385 3048 2002.58 4262.19 ON CONC 0.00 0 0 0.00 #DIV /0! #DIV /0! SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 4921.ON•CONC . MIN PLATE NAILING 4 INC O.C. 8/21/00 PAGE 9 I #N /A 0 0 0 0 #N /A L .: #N /A= MIN PLATE NAILING #NIA INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0,00 #NIA #NIA #N /A #N /A #N /A #N /A #N /A #N /A #NIA 0 0 0 0 #NIA ;:6x4#N /Arr_ Mom WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0.00 0 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= z WaII(DL) 0 Floor,Roof(DL " 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load 492 Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 492 0 w 2 /3DL 0 REACTION HOLDDOWN 492 O w 2/30L 0 REACTION HOLDDOWN a WALL SEGMENTS b c 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIVIO! 0 0.00 0 0 0.00 #DIV /0! #DIVIO! TRIB.LENGT PORTION RESTS ON CONC. WALL TRIB.LENGT a b c 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0 0.00 0 0 0.00 #DIVIO! #DIVIO! 0 0.00 0 0 0.00 #DIVIO! #DIVIO! _ 0.00 0 0 0.00 #DIV /0! #DIV /0! 2911 P1.4 y PORTION RESTS ON CONC. WALL TRIB.LENGT a b C a b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheet1.xls c d d d d SHEAR V WALL TYPE 2811, MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. 8/21/00 PAGE 10 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 38 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences As requested, we reviewed architectural plans prepared by Kappler Architects, P.S., for Lot 38 of the Fosterview Estates project in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced report compilations and to provide additional recommendations, as required. PROJECT DESCRIPTION We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans, dated August 31, 2000 • Sheets P2.7 and P2.8, Architectural Plans, dated July 3, 2001 • Sheet P6.9, Site Section for Lot 38, dated July 3, 2001 The project plans we reviewed 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. 184. The garage level will be at approximately Elev. 172 and will be constructed with a slab -on -grade floor. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • fax (425) 821 -4334 • terra @terra- associates.com July 10, 2001 Project No. T- 1515 -2 / Mr. Bill Fowler July 10, 2001 - To construct the residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that any significant fills, other than the basement wall backfill, will be placed on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. A two- tiered concrete retaining wall is planned along the south property line to create the planned finish grades. Z The concrete walls will have a maximum height of three feet for the upper wall and four feet for the lower wall. UO � O • w DISCUSSION AND RECOMMENDATIONS U) u. Based on our review, it is our opinion that the plans are in general accordance with the geotechnical w O recommendations presented in the referenced reports. The following discussion and recommendations are based on our review of the current building plans and site conditions. U- 4( Ili z Excavation and Earthwork g tu w All excavations at the site associated with confined spaces, such as utility trenches and lower building walls, must be completed in accordance with local, state, or federal requirements. The site plan indicates that temporary p F _ excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the w w residence. Temporary slopes in native soils may be constructed at an inclination of 1:1 (Horizontal:Vertical). 0 Temporary slopes in existing fill soils should be no greater than I.5:1. it z U We expect that the majority of the excavation will be made through previously placed uncontrolled fill soils, and Z some native soils consisting of sandy silt and silty sand. The existing slope on the lot has an inclination of approximately 2:1. The slope was previously cut to 1:1 during construction of South 137th Avenue. After road construction, the toe of the slope was filled to create a 2:1 slope. The top of the slope was not altered. This resulted in the placement of up to approximately ten feet of fill along the slope. Review of the plans and proposed finish grades indicates that the foundations will extend through the fill layer. If any fill soils are found on the finished slope behind the house, they should be removed and replaced with competent structural fill benched into the slope. Detailed observations should be made by a representative from our firm during excavation to confirm that all existing fill soils have been removed from the slope and foundation areas. The on -site native and existing fill soils contain a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work with in wet weather. The excavated native soils should be removed from the site, or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed at other locations on -site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Project No. T- 1515 -2 Page No. 2 U.S. Sieve Size Percent Passing 3 inches 100 No. 4 75 maximum No. 200 5 maximum* Mr. Bill Fowler July 10, 2001 Retaining Walls A two- tiered concrete retaining wall is planned along the south side of the lot. These walls should have a minimum embedment depth of 18 inches and bear on firm, undisturbed native soil or compacted structural fill. We recommend designing the wall foundations for a net allowable bearing capacity of 2,000 pounds per square foot (psf). The walls should be provided with adequate drainage to prevent hydrostatic pressure development. Wall drainage can be provided by attaching prefabricated wall drainage panels, such as Miradrain 6000, to the inside of the wall, or by backfilling the wall with clean granular material, such as pea gravel. Behind the drainage layer, the wall backfill should be placed as structural fill and compacted to a minimum of 95 percent of its maximum dry unit weight, as determined by ASTM Test Designation D -698 (Standard Proctor). The backfill material should consist of a granular soil that meets the following grading requirements: *Based on the 3/4 -inch fraction Prior to use, Terra Associates, Inc. should examine and test all materials imported to the site for use as structural fill. With wall backfill placed and compacted as recommended and drainage properly installed, we recommend designing unrestrained walls for an active pressure equivalent to a fluid weighing 35 pounds per cubic foot (pcf). Passive earth pressures acting on the buried portion of the wall can also be considered. We recommend calculating this lateral resistance using an equivalent fluid weight of 300 pcf for the upper wall and 225 pcf for the lower wall. We recommend not including the upper 12 inches of soil in this computation because they can be affected by weather or disturbed by future grading activity. A coefficient of friction between soil and concrete of 0.40 can be used. No additional surcharge is expected on the concrete walls. Rockeries should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. Adjacent Lot Construction Construction of the residence is planned along both the east and west sides of Lot 38. To the west, the proposed residence location for Lot 37 comes within ten feet of the proposed residence for Lot 38. Due to the relative . proximity of the two residences, the foundation backfill along the west side of Lot 38 may have to be placed concurrently with backfilling the east side of Lot 37. Backfilling of the foundation walls on the east side of Lot 38 should not be affected by Lot 39 construction. Project No. T- 1515 -2 Page No. 3 I Mr. Bill Fowler July 10, 2001 Foundations The foundation excavation on this lot should extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials, such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced reports. The foundations should also be designed for an allowable bearing capacity of 2,000 psf. Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pcf, assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. 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 sides 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 12 inches of foundation penetration should be neglected in the passive pressure computation. Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.9, Site Sections for Lot 38, dated July 3, 2001. The retaining wall locations and finish grades are consistent with the recommendations presented in the referenced reports. Earthwork construction on this lot should be performed in dry weather. Erosion and sediment control measures should be in accordance with Section D.3 in the 1998 King County Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. A representative of Terra Associates, Inc. should observe excavation foundation subgrades, to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. additional information, please call. Sincerely TERR,.►'ja►SSOCI?ES, INC. rd P. E.i. ngine rn - Anil Butail ;P. Princ 726-7(0z/4 cc: Mr. John Kappler, Kappler Architects, P.S. and backfill operations, as well as If you have any questions or require Project No. T- 1515 -2 Page No. 4 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Dear Mr. Fowler: PROJECT DESCRIPTION We reviewed the following plans: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Subject: Plan Review Fosterview Estates, Lot 38 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Gcotechnical Issues, prepared by Terra Associates, Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 As requested, we reviewed architectural plans prepared by Kappler Architects, P.S., for Lot 38 of the Fosterview Estates project located in Tukwila. The purpose of our review was to verify that the plans arc in conformance with the geotechnical recommendations presented in the referenced report compilations and to provide additional recommendations, as required. • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P2.7 and P2.8, Architectural Plans • Sheet P6.9, Site Section for Lot 38 The project plans we reviewed indicate that a three- level, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 184. The garage level will be at approximately Elev. 172. The garage will be constructed with a slab -on -grade floor. To construct the residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that any significant fills, other than the basement wall backfill, will be placed on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. A two- tiered Keystone wall is planned along the south property line to create planned finish grades. The Keystone walls will have a maximum height of 4.5 feet. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 - 4334 • terra @terra associates.com February 15, 2001 Project No. T- 1515 -2 Mr. Bill Fowler February 15, 2001 DISCUSSION AND RECOMMENDATIONS Based on our review, it is our opinion that the plans arc in general accordance with the geotechnical recommendations presented in the referenced reports. The following discussion and recommendations are based on our review of the current building plans and current site conditions. Excavation and Earthwork All excavations at the site associated with confined spaces, such as utility trenches and lower building walls, must be completed in accordance with local, state, or federal requirements. The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the residence. Temporary slopes in native soils may be constructed at an inclination of 1:1 (Horizontal:Vertical). Temporary slopes in fill soils should be no greater than 1.5:1. It is expected that the majority of the excavation will be made through previously placed uncontrolled fill soils, and some native soils consisting of sandy silt and silty sand. The existing slope on the lot is approximately 2:1. The slope was previously cut to 1:1 during construction of South I 37th Avenue. After road construction, the toe of the slope was filled to create a 2 :1 slope. The top of the slope was not altered. This resulted in the placement of up to approximately ten feet of fill along the slope. Review of the plans and proposed finish grades indicates that the foundations will extend through the fill layer. Detailed observations should be made by a representative from our firm during excavation to confirm that all existing fill soils have been removed from foundation areas. The native soils and the existing fill soils on the site contain a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work with in wet weather. The excavated native soils should be removed from the site, or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete, which was previously placed at other locations on the site, be used to backfill all foundations and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Retaining Walls A two- tiered Keystone wall is planned along the south side of the lot. These walls should bear on firm, undisturbed native soil or compacted structural fill, and be designed to support the following pressures: • Soil Unit Weight: 115 pounds per cubic foot (pcf) • Soil Friction Angle (Phi): 30 degrees • Soil Cohesion: 100 pounds per square foot (psf) • Soil Bearing: 2,000 psf Project No. T- 1515 -2 Page No. 2 Mr. Bill Fowler February 15, 2001 No additional surcharge is expected on the Keystone walls. Rockeries should not be used as retaining structures. _ Rockeries up to 30 inches high may be used for landscaping purposes. Adjacent Lot Construction Residence construction is planned along both the cast and west sides of Lot 38. To the west, the proposed residence location for Lot 37 comes within 10 feet of the proposed residence for Lot 38. Due to the relative proximity of the two residences, the foundation backfill along the west side of Lot 38 may have to be placed concurrently with backfilling the cast side of Lot 37. Backfilling of the foundation walls on the east side of Lot 38 should not be affected by Lot 39 construction. Foundations The foundation excavation on this lot should extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced reports. The foundations should also be designed for an allowable bearing capacity of 2,000 psf. Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pcf, assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. 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 12 inches of foundation penetration should be neglected in the passive pressure computation. Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.9, Site Sections for Lot 38, dated August 22, 2000. The location of the retaining walls and finish grade are consistent with the recommendations presented in the referenced reports. Earthwork construction on this lot should be performed in dry weather. Erosion and sediment control measures should be in accordance with Section D.3 in the 1998 King County Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. Project No. T- 1515 -2 Page No. 3 w O o • O u w O z � �O U O — O % w u . U O z Mr. Bill Fowler February 15, 2001 A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. / f Bernard P. Knoll II, E.i.T. Staff Engineer y ' y� 1 :/t1 . 41111. 1 .4tk•- 1111-1.11 4 116, -5.01 ppler, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 4 'WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872B The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 414 9.31 Floor R19 vented Joist 16oc Glazing @12% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1855 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 395 Btu /hr -F 9.13 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 414.5 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Proposed UA 394.5 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 DO!' IV? HOUSE ID: 99083.24 Area = UA 891 36.5 278.3 180.9 56.0 21.8 2309 143.1 891 32.1 16867ft3( 108.0) X Area = UA 891 36.5 226.0 117.5 56.0 21.8 2010 164.8 351 21.8 891 32.1 16867ft3 (108.0) - WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt) : Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt) : System Size ( %Over) : Annual Cool Requirement: SUPPLY RETURN Solar Access: PROPOSED DUCT SYSTEM GLAZING ORIENTATION Location South 56.5ft2 Southeast : East 56.5 Northeast : Eff S Glz: 4.0% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 Light Frame, Sheetrock walls PROPOSED Gas Furnace DEFAULT 78 % 0 61 % 0 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 () Btu /hr tons(g)125%) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 M- 3.000 1855 Surface Area 371.0 ft2 74.2 ft2 PROPOSED PROPOSED North 56.5ft2 Northwest : West 56.5 Southwest : HOUSE ID: 99083.24 5565 Kappler JOB NAME: JOB NUMBER Associates Architects Dujardin Development Fosterview Estates Plan 1843B 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 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 BED_ ROOM #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 DOHSI 9908324 - Glazing.xls March 10, 2003 John Kappler 14311 SE 16th Street Bellevue, WA 98007 Dear Permit Holder: Sincerely, Xc: Permit File No. 001 -159 Bob Benedicto, Building Official city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -159 4287 S 137th Street In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to April 29, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. .. ) 4 €09ciere_ Stefania Spencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish. Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 38 Tukwila, Washington TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences References: 1. Plan Review, Fosterview Estates, Lot 38, prepared by Terra Associates, Inc.., dated July 10, 2001 Dear Mr. Bumstead: 2. Review of Drawings, Fosterview Estates, Lot 38, prepared by Terra Associates, Inc., dated April 18, 2002 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 38 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 letters, 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 • Retaining wall subgrades • Garage floor subgrades • Final surface stabilization 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com REGEIVED ILA CITY OF OCT 2 2 2002 PERMIT CENTER D01-159 October 16, 2002 Project No. T- 1515 -2 Mr. Gary Bumstead October 16, 2002 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 38 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letters. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed copies of our footing excavation examination reports delineating the foundation subgrade conditions noted during our site visit. At the time of our final site visit to the lot, the slopes behind the house were stable, the landscaping had been completed, and the grass was in its early stages of growth. 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. rea Bernard P. K Geotechnica Anil Butail, Principal lc BPK/AB:ae t XPIF s 12/9/ 03 End: Foote in" g Excavation xamination Reports (2) 1 cc: Mr. John Kappler, Kappler Architects .. Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 8-- /3 Of PROJECT NO. /5 2 PROJECT NAME: CONTRACTOR: Fo: 7Z'./1 c buzrrl ij( DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: I We' /1'l -57 Pe 7 nfr, AR e 4 - 1 A - ' SCJ L ( er F--c< 5v1�o2 OF' I 00o psi ,•tc_Arni6 Lrv40 S. A•+Nr 5 A - rte'? 02 AI. II. 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 tnun ation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE YClc1. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT LOCATION: �S Ct. REPRESENTATIVE 6r COPY TO: G FOOTING EXCAVATION FIELD CONDITIONS NOTED " i Q V S 6 : i T r! C, ./ .Cr✓ - s" r 7?/.(4 LJ 1 172 G G C�}L ✓S'lZ_'_ c.07- # 36. . Z 7Za Zo r n� Tt n,J-; 7 L.', Sit._' ° rra • it.:7 Z, OUC,) ,5 I i3c/rc d ARc L_ r•.• N rG 41a_ 4../&W.1 F R■ ✓ N O " N- saC'L./Jrf.e, FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 8-- /3 Of PROJECT NO. /5 2 PROJECT NAME: CONTRACTOR: Fo: 7Z'./1 c buzrrl ij( DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: I We' /1'l -57 Pe 7 nfr, AR e 4 - 1 A - ' SCJ L ( er F--c< 5v1�o2 OF' I 00o psi ,•tc_Arni6 Lrv40 S. A•+Nr 5 A - rte'? 02 AI. II. 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 tnun ation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE YClc1. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT LOCATION: �S Ct. REPRESENTATIVE 6r COPY TO: G FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 7/ / Q l PROJECT NO /575 PROJECT NAME �5. ' /'rii FL_s rs JCl s PROJECT LOCATION CONTRACTOR: �) t.�ct/• / DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE Fern • c." c t I TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE ■• r COPY TO: IN, • 9, „ / r.• Kc ✓, /l 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. FOOTING EXCAVATION FIELD CONDITIONS NOTED l 4 ' 1 4 r,tJ e' Lev :;.- -, /e7 s 12 1 .y6 in c.) iit 4 r-C•,, ,'74.4't' 3E' • . / 7 0 he :/ l ", .- y 0ctr 4) S'14•1.•t 4. --n / -. / / r,, 4 /6 ,. pi . ,.,7L - 7 ear > T , ht" 51 A /i , ie s /, ee-c -17 , r.,,:/ FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 7/ / Q l PROJECT NO /575 PROJECT NAME �5. ' /'rii FL_s rs JCl s PROJECT LOCATION CONTRACTOR: �) t.�ct/• / DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE Fern • c." c t I TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE ■• r COPY TO: IN, • 9, „ / r.• Kc ✓, /l 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. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354-4629 LEENDERS DRYWALL, Inc. 42-7t-re.5 Z-Or 4 1 , , zic0 re4.77.4 CP%) /,47i-zi a(_) 1.414-1. cd5 5'3 37 .715 Sa/1 (Air EViS1ONd1Y Dear Ms. Holt, June 4, 2002 City of Tukwila Attn: Brenda Holt 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Response to Correction Letter #2 – Revision #1 Development Permit Application #D01 -159 Fosterview Estates, Lot 38 4287 S 137 Street '.E Vi=ii J ! ' T41;<'NILA. 5 2002 :20ORREIC This letter is to confirm our resubmittal of the above- referenced project. We are providing you with the revised P2.8, P6.9, and P8.1 sheets (dated 3.7.02 – City Revisions), as well as a geotechnical letter dated June 4, 2002. I responded to Joanna Spencer's memo that is dated May 17 2002, which was faxed to our office on May 20 2002 and was included in the city's cover correction letter dated May 21 2002 and was received by our office on May 22", 2002. This is referenced in the geotechnical letter as dated May 22, 2002. Item #1: Revised site retaining wall has been added into the drawing set. See details 8 & 9 on sheet P8.1. We have included revised calculations for your review. Please note these footings do not need keys. Also, the footings can be placed on the existing structural till. Item #2: Terra Associates letter dated June 4, 2002 addresses the revised submittal. This should clarify the sheet dating reference. Item #3: Detail 9 on sheet P8 shows how drainage is to be installed against walls. Obviously, there will not be a need for the tight line for the site retaining walls. However, this is the typical detail that Anil Butail and Jim Morrow worked out. We, therefore, are referencing this detail. The prefab drainage panels, the gravel columns and filter fabric you refer to —have been clarified in the geotechnical letter. Either a prefab drainage panel or a gravel column can be installed. This will run the full length of the wall and from top to bottom. Details 8 & 9 on sheet P8.1 now clarify this. The question as to how the keying and benching relate to the gravel column has also been addressed by Anil in the geotechnical letter. Item #4: Sheet P8 has been revised per Item 1 of this letter. The drainage has been addressed per item 3 of this letter. The 4" drain line is sufficient for the site retaining wall (see geotechnical letter). The tight line identified in detail 9 on sheet P8 is not needed on the site retaining wall (see comment item #3). DO 15°1 14311 SE 16rli Street. Bel1cvue, 1V'A 08007 1.800.588.451; • (425)ci41.5;?0. fax: (425)(�41.5j1S CO502_54 Fosterview Estates, Lot 38 - Response to Correcti=4 tcypic1dg21►1k0/91PaAf �` U Item #5: We have added additional clean -outs, per your comments, as well as delineated the locations of the drain lines and locations of connections to the home tight lines. The home tight - line should be capable of handling the drainage from the wall. The roof runoff into the tight -line is immediate while the runoff collected from subsurface drainage takes time to percolate and drain providing a stagger in the discharge rate. Therefore it is not necessary to provide an independent system to the street catch basin. I hope this addresses the concerns that you had. Should you have any further questions or comments, please do not hesitate to call. Sin -rel • ; John K . p • r, President Kappler Architects, P.S. CO502_54 Fosterview Estates, Lot 38 - Response to Correction Letter #2 - rev. 1 (#98013).doc tE VISION N0,1 DOk159 SITE RETAINING WALLS FOR FOSTERVIEW ESTATES LOTS 38 & 39 A KAPPLER ARCHITECTS PLAN FILE COPY CORRE�ON LTR #_ _.�.- TUKWILA, WASHINGTON Jamieson Consulting Job No. 20181 F GENIEP 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 AIOTES: • - •4E.-T1•$ PONT. - • - • - -- • - - 15 GREATER -num iar-o. ON, • ••■•■• • •■■■•••• • ••••■•••• •■=mimi• • • • ••••••••••• • .•■•■•• • LOT 39 • • •■•••••• I, FoonG MAY 73.E. PLAcEt) cAl Exer/A)& ••• 5 ■.• a' — — 1 • F GRADE AT 'MIS PONT 15 GREATER IMAN 10'-0' V3 LOT 38 s7zacT6teAL F/GL 2, FogrinJ& mUsr as Aimi/mam F //O/5E CONC I - -MEM SEE Sill JC JAMIESON CONSULTING Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT 50 EFP 0.267 Cf 3.5 a 0 w4 0.67 w 0.83 t 0.00 toe 2.33 heel H 4.33 Lf 3.00 fs 1,074 fs2 1,077 Lf /3 1.00 X 1.05 2Lf /3 2.00 F 469 Fk 14 FS 3.649 Mot 677 Mr 2,469 Mu 607 W 1,702 w1 979 w2 350 w3 373 x1 1.83 x2 0.33 x3 1.50 x4 0.33 f c = 2500 psi fy = 40 ksi d= 4in Mu = 0.61 k -ft As = 0.151n # 4 16 "o.c. UNITS COMMENT # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft Location of resultant force ft Total horizontal force Net sliding force per foot 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 ft ft ft 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 Xis in mid 1/3 Soil bearing if X is not in mid 1/3 JOB NAME JOB NO. DATE 141 � FosrE EV1 O" 3" CLEAR e lf BY 7j, SHEET NO. Z- OF (z)4F * .10'b.C, . 4L @.l1o'o,c , CEIJiEE IIJ WAS! ( c) 4 COIN w 00 N CO u. w p grj u- ND Z �O w • 0 O • N O !— wW 1 L 0 w z Z C JASON CONSULTING C E ngineers 73:i 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 Fc = 2500 psi fy = 40 ksi d = 6 in Mu = 1.69 k -ft As= 0.151n #4c 16 "o.c. UNITS COMMENT JOB NAME It -g / S E V /E TYPICAL CANTILEVERED RETAINING WALL JOB NO 20 / 8 / BYJ L DATE " z-- SHEET NO OF 3 INPUT NAME OUTPUT 50 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 4.92 a ft Height of earth above "base" 0 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.83 t ft Footing thickness 0.00 toe ft Length of toe 3.34 heel ft Length of heel H 5.75 ft Overall height of equivalent fluid Lf 4.01 ft Total footing width fs 1,393 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,398 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.34 ft X 1.41 ft Location of resultant force 2Lf /3 2.67 ft F 827 # Total horizontal force Fk 35 # Net sliding force per foot G 5re, dK ) No 5L /V //vc FS 3.643 Net factor against overturning Mot 1,584 # - ft Overturning moment Mr 5,772 # - ft Resisting moment Mu 1,687 # - ft Ultimate moment for concrete design W 2,963 # Total weight on footing w1 1972 # Soil weight on h - el (120 pcf) w2 492 # Weight of wall A i l —II w3 499 # Weight of footin• x1 2.34 ft g � I I x2 0.33 ft ( 4ro P x3 2.00 ft � x4 0.33 ft Q 4i 4 /0 / Q,C IA • • a X0 0 • ccgAIZ -',1 8 /tC ri yz CLAl2- f 6)4 4 coAn; 3 , ►1 (ivr5 ) • Mr. Bill Fowler Dujardin Development P.O. Box 1059 Snohomish, Washington 98291 Subject: Geotechnical Review Fosterview Estates, Lot 38, Tukwila, Washington (' Dear Mr. Fowler: Item 1 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 1 -------- FILE COPY CORRE _ ON TR #_ :VISIC\ N01_k 1 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com June 4, 2002 Project No. T- 1515 -2 ?tl(? 'ERMIT CENTER As requested, we reviewed comments from Ms. Joanna Spencer of the City of Tukwila in a memo sent to Mr. John Kappler on May 22, 2002. Our response is as follows: The retaining wall should be designed and constructed in accordance with the recommendations provided in the plan review letter for Lot 38, dated July 10, 2001, with modifications provided in the retaining wall letter for Lots 36 to 40, dated October 3, 2001. We discussed these parameters with the structural engineer, Mr. Doug Jamieson, and he informed us that the parameters provided by us have been used in the deign. We also indicated that the surcharge on the existing house foundation wall, due to the new backyard retaining wall, will be the equivalent of less than five pounds per cubic foot. We understand this will not have an impact on the wall design. Item 2 We have reviewed the revised Sheets P2.8 from Kappler Architects, dated March 7, 2002. From a geotechnical perspective, these drawings are identical to the drawings dated February 26, 2002, which we previously reviewed. Consequently, all of the comments and recommendations presented in our letters dated April 18, 2002 continue to be valid. D01- 155 Mr. Bill Fowler June 4, 2002 Item 3a The retaining wall should be provided with adequate drainage to prevent hydrostatic pressure development. Wall drainage can be provided by attaching prefabricated wall drainage panels, such as Miradrain G100N, to the inside of the wall or by backfilling the wall with a clean granular material containing no fines, such as pea gravel. If drain panels are to be used, the wall should be backfilled with granular soil meeting the grading requirements provided in the Retaining Walls section of the plan review letter for Lot 38, dated July 10, 2001. Wall drainage should extend down from the top of the wall to the top of the footing; thereby, providing a conduit for collected water to reach the footing drain. For this wall, the tightline is not required. However, the footing drain, 2 -foot thick washed rock layer, and the strip of filter fabric should be placed according to Detail 9 on Sheet P 8.0. In our opinion, a four -inch diameter perforated pipe is suitable for carrying flows from this subsurface wall drain. Item 3b A typical detail of the benching of fills into native soils is shown on Sheet C -03.0 of the project civil drawings. When filling on a slope or against the toe of a slope, it is necessary to bench the fill into the slope. Fill materials should consist of granular soils with a maximum size of three inches, and no more than five percent fines passing the No. 200 sieve. All fills should be compacted to 95 percent relative compaction, as determined by the American Society for Testing and Materials (ASTM) Test Designation D -698. Item 4 We understand that you plan to provide a four -inch drain line for the retaining wall. In our opinion, a four -inch drain line is sufficient for the retaining wall footing drain and the tightline may be omitted. We trust these r ,, . i es are adequate. Please call if you have any questions. ti Sincerely TE Anil Bu President AB:ae cc: er Architects Project No. T- 1515 -2 Page No. 2 DATE: May 17, 2002 PROJECT: FOSTERVIEW ESTATES L Revision #1 PERRMIT NO: DO1 -159 , Doi- I co PUBLIC WORKS DEPARTMENT CO DIENTS PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) A retaining wall packet for Fosterview Estates lots 37 through 40 prepared by Jamieson Consulting consisting of a cover sheet and sheets 2 of 5 through 5 of 5 dated 6/27/01 was part of your revision submittal. None of these plans pertain to your revision submittal, since proposed wall in the back of the existing house will carry a surcharge due to 2.5 :1 grade inclination in the back of the wall. Please submit calculations and details for retaining wall with a surcharge. 2) Terra Assoc. Inc. drawings review letter dated April 18, 2002 states in the 1" paragraph states that the plan includes sheet P2.8 dated February 26, 2002 however submitted sheet P2.8 bears last revision dated March 7, 2002. 3) 3r paragraph calls for wall drainage to prevent hydrostatic pressure, but none of the plans show how it should be properly installed. How should the prefab drainage panels be installed, should they cover full heights of the wall continuously or be installed in strips. How it relates to Mirafi fabric on detail 9 sheet P3.0 and how does benching and keying relate to the gravel column behind the wall. 4) Sheet P8.1 (no date on the plan) show three site retaining wall details No. 5, 6, 7 with surcharge in the back and a key in the bottom of foundation, however Site Sections for Lots 33 and 39 show retaining wails with a flat foundation without a key. Please clarify and revise accordingly. The above details refer to detail 9 on sheet P8.0 for footing drain construction. however it's 4" rigid perforated pipe shall be upsized to 6 ". Is the tightline pipe needed or it should be eliminated. 5) PIN recommends a second cleanout at the other end of the wall. Please dimension the wall and show where wall drainage system ties to. Is the house drainage system capable of handling additional flow from wall drainage system of wall drainage system should have it's own separate system tying independently to the catch basin in the street. May 21, 2002 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 City of Tukwila Department of Community Development RE: CORRECTION LETTER #2 — Revision #1 Development Permit Application Number D01 -159 Fosterview Estates — Lot 38 4287 S 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Sincerely, ‚- Brenda Holt Permit Coordinator encl xc: File No. D0I -159 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206. 431 -3665 Steven M. Mullet, Mayor Steve Lancaster, Director Date LOT S8 CUT 2.6 v FILL 2)2.1 y. Document2 KAPPLER ARCHITECTS 14311 SE 16 Street M' Bellevue, WA 98007 Tel: (425) 641 -5320 Fax: (425) 641 -5318 THANKS. May 10, 2002 Number of pages including cover sheet 1 To: CITY OF TUKWILA Attn: JOANNA SPENCER Project Name FOSTERVIEW ESTATES Project # 98013 Phone Fax # 2.D.IP 4 / ,24045 cc: REMARKS: p Urgent 0 For your review Reply ASAP P -S. FACSIMILE From: SHAWNAN CRAWFORD Kappler Architects P.S. Phone J425) 641 -6320 Fax* (425) 641 -5318 Please comment p Hard copy to follow JOANNA, THIS IS THE REVISED CUT AND FILL QUANTITIES BASED ON THE CURRENT GRADING AS OF MARCH 2002, COMPARED TO THE FINAL GRADING AS SHOWN ON SHEET P2.8 DATED 3/6/02 FOT LOT 38. CONFIDENTIALITY NOTICE: The material contained in this FAX transmission is private and confidential and is Intended only for use by the individuals on this sheet. Use, disclosure. copying, distribution or reliance upon the information contained in this FAX by anyone other than the individuals named is prohibited. If you have received this FAX In error. please notify us Immediately by calling (425) 641-5320 and return the original transmission to us at the above address. Thank you. oar 159 - _ DOCUMENT TITLES) (or transactions contained therein) i I 1 A 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 (O ❑ Additional reference #s on • a: a 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 innrals) CHICAGO mt. uiStillArreE UMW has pieced the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY end accepts no liability for t t h o 6 gt 1 rrand�ry at ❑ Additional names on • a: a 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 Nat 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 45280499N3x1, *49V78cu C/0414 60,1 See Attached ❑ Assessor Tax # not et assi: ed t.ct 0 -ar N 0 N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y \WP'DUTARDCAFOSTER2NDAMZN D J MODOC 20020 II pHICRO TITLfi PC 0 8 / 14 //2002 F 14• 32 KING COUNTY, WA 1 This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this \ 5 day of 104.c.tl- , 2002 by Dulardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TM .E INSURANCE COIdPAMI has placed the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no lability for the accuracy Pr validity of lb OMANI A Declarant is the developer of the real property and improvements thereon legally crs described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The Property is comprised of all the real property shown on maps recorded with the King County ° under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First CN 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 1W? UJARDLMFOSTER2NDAM8N D JMO DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT 2 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 and 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be in the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 16 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y MIADU]ARDZV'OSTER2NDA.ti4Z7 D MG DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (PrinteokNam9 Its Ai /I, STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) Y1wPtDWARDRAFOSTERINDAMEV DJMGDOC �►Y1'}• ?oM )tSo (Print Name) Notary Public in and for the State of Washington, residing at Tt> My commission expires 3 -I S -0 3 4 CI I!CAGO 1111.E INSURANCE COMPANY has placed the document of record .1s a customer courtesy and accepts no liability for the accuracy or vandtty of the document. On this day personally appeared before me Nvo kket E to me known to be the ?12.G5 t0 Kr 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 yy, GIVEN under my hand and official seal this 13 day of �l /? AEGt 4 , 2002 Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y\ V DWARDDAEOSTER2NDA. i N D MO DOC EXHIBIT A LEGAL DESCRIPTION 5 CHOCO TALE INSURANCE COMPANY has placed the document of rccri d ,rs a customer courtesy and acccpts no liability for the accuracy or vQ idrty of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200- 0020 02 261200 - 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200 - 0060 - 03 261200 - 0070 - 01 261200 - 0080 - 09 261200 - 0090 - 07 261200 - 0100 - 05 261200 - 0110 - 03 261200 - 0120 - 01 261200 - 0130 - 09 261200- 0140 - 07 261200 - 0150 - 04 261200- 0160 - 02 261200 - 0170 - 00 261200- 0180 080 261200 - 0190 - 06 261200- 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TITLE INSURANCE COMPANY has p. crd the document of reced as 7 tustona2i courtesy and icccpts no hablty for tho accuracy or vabd>ty of the docummct. 261200 - 0210 - 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 - 0370 - 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 e1 10!2no2 12 7 rA: : 1_'• :1 0.11 nt"JARI:IN Dear Gary, kTAPPU4L ACfflT[CIS, P . S . January 9, 2002 Dujardin Development Co. Attn: Gary 13untstead P.O. Box 1059 Snohomish, WA 98291 ltE Fostcnricw Estates, Plan #1843 KAPS Job # 99083 7117 Our office has reviewed the above - referenced plan and we have determined that 16 linear feet of plywood sheathing needs to be added to the Dutch -hip gable, per the attached sketch. Our office has also reviewed the interior shear wall condition at the "mid "- gridline, faxed to our office on 1/9/2002. From this fax we have determined that shear transfer from the three (3) sheathed roof bays (per your attached sketch) and the P1-6 shear wall below can be achieved by using three (3) A3S clips, per our mark-ups to your fax. The total load being transferred through this P1-6 shear wall is 936 pounds. Each A35 clip can take 450 pounds. Thar fore, 3 clips can take 1350 pounds, which exceeds the maximum shear loading on this portion of the P1-6 wall. Should you have flnrther questions or comments, please do not hesitate to call. Sincerfly, G end S. Ste r Architect kappler Architects, P.S. R 1 .► 'r d(li 31.13►. 1 SU DEPARTMENT pT'Or110,51NIGTON RECEIVED) JAN 10 2002 14311 SF ir'rti Srreer ',fi:tlev. 10.41 .).:007 1.300.338.4511 (47_.)641.Sj.'i) jar: (4!5) 41.5.313 Z. 02 �.e . ; .,•; :'. •t ►t ►1 :tla r. s'u red • r • I I 4• . , } t ►t • 01;16 12:17 FAX 14253345041 DCJARDI': ik 01102002 12:17 FA 1 142!$3345041 RM ;DIJSARDIN • DUJARDIN FAX 147. Z062424197 Jan. OD 2022 12:07PM PI 0 .1 • t 4 A f‘ '1 1 November 8, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D01 -159 Fosterview Estates — Lot 38 4287 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your Revision 01 to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, 4uttakdie Brenda Holt Permit Coordinator encl xc: File No. DO1 -159 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 -431 -3665 DATE: PROJECT: City of Tukwila PUBLIC WORS DEPARTMENT COMMENT:: November 3, 2001 Foster View Estates Lots 35, 36. 37, 38. 39 and 40 PERMIT NOS.: 001 -162, 154, 161, 159. 160, 152 Steven M. Mullet, Mayor Department of Public Works James F Morrow, P.E., Director PLAN REVIEWER:,, Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) A separate Miscellaneous Permit MI01 -125 was issued for a two tier retaining wall along Lots 36, 27, 38, 39, and 40. Any proposed modifications to the retaining wall should be submitted as a Permit MI01 -125 revision before PW can proceed with review of revisions of the Development Permits for individual Lots 35 through 40. 2) PW staff has observed that the back slope of subject Lots was not graded per approved plans and houses are built lower than was originally intended. A letter dated October 24, 2001 from Terre Associates, Inc. containing a Retaining Wall Plan Review incorrectly describes the scope of new proposal. The second paragraph of the correspondence states that "The project plan indicates that the previously proposed upper wall has been deleted and the height of the lower wall has been increased." There has been no mention that applicant is proposing the new wall at a different location than the lower wall and therefore reducing the back yard significantly. 3) The proposed wall location is unacceptable to the City because it leaves the future homeowner with practically no backyard. Please revise the wall design and location. Wall location should match the lower first tier of the wall approved under permit MI01 -125. 4) Wall details on Sheet P. 8.1 call for DIV.3 Sheet A -1 for #4 horizontal and vertical bars, DIV. 7 Sheet A -1 for damp proofing and DIV. 2 Sheet A -1 for footing drain construction, however, sheet A -1 was not included in your submittal. Detail 9/P.8.0 was missing as well. 5) Please label the slope behind the wall on details 5, 6 and 7 on Sheet P.8.1 and explain the drainage system. Was it the designer's intention that the runoff from the slope behind the wall will sheet flow over the top of the wall and end up in the 6300 Southcenter Boulevard, Suite =100 • Tukwila, 6Vashington 9 8188 • Phone: 20o -433 -0179 • Fax: 20v- 431 -3o0 homeowner's backyard? Is the second drainage system in front of the wall needed to prevent ground saturation between the existing homes and proposed retaining wall? 6) Due to challenging soil conditions, the wall design will be peer reviewed at the applicant's expense. DATE: November 2, 2001 PROJECT NAME: Fosterview Estates PLAN CHECK NO.: D01 -159 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The revision to the rear yard retaining wall is not approved. The previously approved design created more pleasant and usable yards and was closer to the design shown at final plat approval. C:VNora's Files \LETTERS \FV vards.DOC PLANNING DIVISION COMMENTS RECEIVED AUG 29 2001 BUILDING DEPARTMENT FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 6"-- 0/ PROJECT NO /5 PROJECT NAME: F:J 5 PROJECT LOCATION r CONTRACTOR: REPRESENTATIVE , DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: I 1 1:".1 ). , 4 r / • , t r SIGNATUR TERRA ASSOCIATES REPRESENTATIVE r ) / 'DO I- 16c1 TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821-7777 • Fax (425) 821-4334 I t•- c r 9 v..; - - t I() I • •• - " ( ... 4 t) , • Y:s: 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 soilsOgertedialaundation areas due to construction activity or rainfall should be removed prior to concrete placement. -- _ COPY TO: FOOTING EXCAVATION FIELD CONDITIONS NOTED 1 A . 7 .•L 1 T IrIC r-1C, / 1 r t ' . . . ; ' A ! : <‘,0 / i ,.‘,' z • r .3"(f) /(• e'...' .0 ,' I ,, i rel (., , 1 r J r ' 4 -,- ' ./ ‘ , . ,--.'( c / 7 ' k ) re ...., , , . ,( - ..........,...;....... :,..,r , ■I',. , , / , f , . 4 , • t % " .•..J I ) A.) CI .', : WC( I 1/1 ,l •,, 1.■.... RECEIVED AUG 29 2001 BUILDING DEPARTMENT FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 6"-- 0/ PROJECT NO /5 PROJECT NAME: F:J 5 PROJECT LOCATION r CONTRACTOR: REPRESENTATIVE , DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: I 1 1:".1 ). , 4 r / • , t r SIGNATUR TERRA ASSOCIATES REPRESENTATIVE r ) / 'DO I- 16c1 TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821-7777 • Fax (425) 821-4334 I t•- c r 9 v..; - - t I() I • •• - " ( ... 4 t) , • Y:s: 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 soilsOgertedialaundation areas due to construction activity or rainfall should be removed prior to concrete placement. -- _ COPY TO: z 71 0 ts. 11 111i1T111111.4..”;.1tz41 wittintfitut . _ • t --------------- z ad LI 111TUSECOhlUtills AT anti Iii ttIVATION 1 I AM ( 1 ) SITE SECTION FROM SHEET PI,5 LOOKING_EAST 10f It - .111012 PUUNUAT1W1 SLV11111 (11‘41 ../NAL Vittle.S flIlt LOT 311/11)01 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2IJ 24 JW 14,V 214' .114 Itl ZIO 1W - tot /41 4' MI IN A/ 11,1 /JO LLZ 0 5 10 20 amer• SCALE : =.. DATE: PROJECT: PERMIT NO: City of Tukwila Department of Public Works James F Morrow, P.E., Director PUBLIC WORKS DEPARTMENT COMMENTS July 26, 2001 FOSTERVIEW ESTATES Lots 36, 37 38 39 and 40 D01 -154, D01 -161, (D01 -159 D01 -160, D01 -152 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following. comments. 1. A separate permit is required for retaining walls and its storm drainage system within lots 36 through 40. Applicant shall contact Tukwila Building Department for retaining wall permit requirements. According to the Planning Department, proposed retaining walls are classified as structures and are subject to a 10 ft rear and 5 ft side yard setback requirements. Revise your plans and sections showing the proper retaining wall locations and show setback dimensions. Your grading. plan shall be adjusted to reflect new location of the retaining walls. 3. Earthwork quantities shall be adjusted to incorporate land altering changes due to revised location of proposed retaining walls. Steven M. Mullet, Mayor 4. Provide call outs on your plans "Keystone retaining walls and associated wall drainage under a separate permit." 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206-431-3665 July 3, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -159 Fosterview Estates — Lot 38 4287 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at (206)43 1 -3672. Sincerely, 4 104dit Brenda Holt Permit Coordinator encl xc: File No. D01 -159 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431.3665 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Dear Mr. Fowler: PROJECT DESCRIPTION We reviewed the following plans: TERRA ASSOCIATES, Inc. pop6/e5 7?) Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences d al x x cca : k x 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terraterra- associJtes.com February 20, 2001 Project `o. T- 1515 -2 Subject: Plan Review Fosterview Estates, Lot 39 Tukwila, Washington References: I. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates. Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 As requested, we reviewed architectural plans prepared for Lot 39 of the Fosterview Estates project located in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. • Sheets PLO and PI.3, Architectural Site Plans r/ ,4, Siot.et dZ101. .e-e • Sheets P2.7 and P2.8, Architectural Plans fs'&eEis 19 et f / 7.0..4-e- (Q -'--L, • Sheet P6.9, Site Section for Lot 39 . The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three - level, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 178.5. The garage level will be at approximately Elev. 166.5. The garage will be constructed with a slab -on -grade floor. To construct the residence, temporary excavations of up to 15 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of the foundation walls, excavations will be back. Nvith structural fill. A two -tiered Keystone wall is planned along the south property line to create planned finish grades. The Keystone walls will have a maximum height of 4.5 feet. ACTIVITY NUMBER: D01 - 159 DATE: 06 -05 -02 PROJECT NAME: Fosterview Estates Lot 38 SITE ADDRESS: 4287 S 137 St Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # X. Revision # , After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 u PLAN REVIEW/ROUTING SLIP Fire Prevention Structural C ❑ Incomplete ❑ Not Applicable ❑ C No further Review Required Approved with Conditions ❑ Not Approved (attach comments) ❑ PERMIT COORD COPY Planning Division Permit Coordinator ❑ DUE DATE: 06-06-02 DUE DATE: 07 -09-02 cgf DEPARTMENTS: Build g Division ti1,UG 1 -2 - - o1 Public Wirks Complete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -159 DATE: 05 -24 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 38 SITE ADDRESS: 4287 SO 137 TH ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: I CORRECTION DETERMINATION: Approved 41iR()111I (7t,c 61L Fire w• Prevention fiS iW Structural Approved with Conditions ri n n REVIEWER'S INITIALS: � Plann ng Division Altfit s- ej-tir Permit Coordinator DUE DATE: 05-29-01 Not Applicable n No further Review Required DATE: DUE DATE 06-26-01 DATE: DUE DATE Not Approved (attach comments) n DATE: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D01 -159 PROJECT NAME: Fosterview Estates Lot 38 SITE ADDRESS: 4287 S 137 St Original Plan Submittal 1t Response to Correction Letter #, I Revision # After Permit Is Issued DEPARTMENTS: Build ingb'vision 5-4 -oti Public Works Fire Prevention TUES/THURS ROUT G: Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Li Incomplete S ❑ Please Route Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions El Response to Incomplete Letter # El c REVIEWER'S INITIALS: DATE: 04 -19 -02 Planning ivision .. 4 z 2 Permit Coordinator DUE DATE: 04 -23-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: No further Review Required ❑ DATE: DUE DATE: 05-21 -02 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 5 -21-v2 Bldg ❑ Fire ❑ Ping ❑ PW [ Staff Initials: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY DATE: ACTIVITY NUMBER: D01 -159 PROJECT NAME: Fosterview Lot 38 SITE ADDRESS: 4287 S. 137 St. Complete Comments: Please Route Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Buildir ,Division Fire Prevention Planing Division CO I/ a ig3 lic (NJ " kik 10- Ot r --- 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Fl Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved [ Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 PLAN REV SLIP Incomplete Fi Structural Review Required DATE: 10 -29 -01 SUITE # Response to Incomplete Letter # 1�. Revision # After Permit Is Issued n DUE DATE: 1 0-30-01 Not Applicable ri No further Review Required DATE: DUE DATE 11 -27 -01 Not Approved (attach comments) DEPARTMENTS: Building Division Pu Complete I'UOUTF DOC .. 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -159 DATE: 07 -11 -01 PROJECT NAME: FOSTER VIEW ESTATES SITE ADDRESS: 4287 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit is Issued APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUT! G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ri Approved with Conditions n n Planning Division Permit Coordinator n DUE DATE: 07 -12 -01 Not Applicable Comments: No further Review Required n DATE: DUE DATE 08-09 -01 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE CORRECTION DETERMINATION: Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT COORD COPY Revision No. Date Received ( Staff 1 Date Initials I Issued i Staff 1 Initials { { I Summary of Revision: I ' Summary of Revision: Received By: Revision No. Date Received j I Staff I Initials Date Issued I Initials • I ' Summary of Revision: Received By: PROJECT NAME: �z'rsd. `" ° y,l 2c-7 38' Site Address: 'S , z/ 7 S 1.37 S - - - -- Revision Date Staff No. ` Received I Initials Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: PERM' ,.10:. 1)0, -is9 Original Issue Date: 7-3'-'i Date Issued Ki9-s I cf;- /� n Summary of Revision: rrnit� � ied•V .e-••. ' ,4 4 1.106 •�xo ,�� y Received Bv: \ '441.111c ' Staff Initials Date Issued (please print) ' Staff Initials (please print) Revision No. Date Received I Staff I Initials I Received By: Date Issued Staff Initials Summary of Revision: (please print) City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 - • v Plan Check/Permit Number: - (5 Y 0 Response to Incomplete Letter # -J Response to Correction Letter # Z j Revision # 1 after Permit is Issued Project Name: r;rzv► arokiES Zar Project Address: W 2.533 13 I Ili. Styrze - Contact Person: .5t ? Phone Number: 67s) 6/ - S3 ZO Summary of Revision: C 64 a \E-xPmcrJ s rye. 1'lgy z I w'-) L t 210 Sheet Number(s): ?Z . ` 9 ?3. i "Cloud" or highlight all areas of rev i ncluding date of revision Received at the City of Tukwila Permit Center by: ; 4 ,�(�CG'?/ [( Entered in Sierra on (0 <" 0 n� fI 13REA4AA Wo.r Cfrt RECEIVED TUKWiLA 9 CFNTEP 08/30/00 Revision submittals must be submined in person at the Pennir Center. Revisions will not be accepted through the mail, fa , etc 0 Date: 8� Response to Incomplete Letter # Response to Correction Letter m I 123( Revision R 1 after Permit is Issued Project Name: Project Address: Contact Person. Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southc�nter n lvd, Suite .100 Tukwila, WA 98133' (206) 13670 • Received at the City of Tukwila Permit Center by: 0 Entered in Sierra on q-( Plan Check/Permit Number: 0/- -��j� le2,/ • LAITY OF TUKWILA APR 1 (;: ;'iv F--- p� ma CENTER G - 4/ 4* AT. 471 pi Po Fi/ rd �'fj / € c/ Sheet Number(s): • Or "Cloud" or highlight all areas of revision including date o — revision 3- 7 -42) 0sr_•0ro0 Date: /0-14-0/ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite..100 Tukwila, WA 98133' (206) • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa:, etc ❑ Response to Incomplete Letter ❑ Response to Correction Letter # 7`t Revision g I after Permit is Issued Plan Che :k/Permit Number: Poi - /'rf Project Name: A Ttra!//F�/ (5rd/ Project Address: Contact Person: Phone Number: Summary of Revision: S 7 n�e fy/ q ger4 hvPlrreV ( Dt Sheet Number(s): �� .PZ g , 9 pg./ "Cloud" or highlight all areas of rhision ihc!uding date of revision Received at the City of Tukwila Permit Center by: 4(/3/ ❑ Entered in Sierra on AECFIv CI i "y OF 7-UKWEp ILq PERMIT cpArren 03/:0 /CO Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail fa:, etc Date: 7 -9 -01 ❑ Response to Incomplete Letter T Response to Correction Letter T 1 ❑ Revision T after Permit is Issued Project Name: ralTelt Vise...) . C51,,97r.S. Project Address: 44 *). /J1.:L • •• ~r Contact Person: -�G'/t i /�CG ,1QL" " Phone Number: Summary of Revision: 704's A 'Y5Tb'7C w'rLL.. .die ftirg 7 VY 144 o Leer* 3S HAS 4- tr✓� lNGjL • co ,t 7r 7�CD9M)i•ui w 7Wc ?cU, rh 4r4 l.Lo co 7' City of Tukwila - Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, WA 98133' (206)431-3670 • SheetNumber(s): ? /.e, r1.3, nk. -1 P2.7) Pz.PA, P8.9 "Cloud" or highlight all areas of revision including date of revision Received at the CitvTukwila of Tukwila Permit Center bv: Entered in Sierra on Plan CheckfPe:mit Number: b01- /S9 R5 i r.soL.7 -is cowsisrin.rr w -r'/,t Raub c 7CEt o nob - . F z,6 4 hitt LI c osro1Oo Itit:) t , " 7.7 ,'.'. CEgTER Certificate of Water Availability PROJECT #: FoerterVietz &V #Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): ae 7 C ell) /3)-174-' e _ OW ier:litormation: ;'_' ' ; .y t itgent/Cbnt cttR Phone: Ltas - 554- ()CA This certificate is for the purposes of: fg Residential Building Permit ❑ Commercial/Industrial Building Permit Estimated number of service connections and meter size(s): Area is served by (Water utility district): Owner /Agent Signature: ( (Use separate sheet it more room is needed) CITY OF 'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 I hereby certify that the above information is true and 114,00 i as acgoio Agency /Phone Address: Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone WTRAVAILDOC 6/5/96 Name: K&p () er Phone: zS — (py 1—J 390 ❑ Preliminary Plat ❑ Rezone 5 / 3)( 3 1.9," Vehicular distance from nearest hydrant to the closest point of structure ft. The proposed project is located within TLLI.L6 \a-- 1 Yom (City/County) By El Short Subdivision ❑ Other a C. 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. By Date H-ha Date: • PART B: (To be completed by water utility district) The improvements required to upgrade the water system to bring . ' to compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: B sed upon the improvements listed above, water can be provided and will be av 'f able at the site with a flow of � gpm at 20 psi residual for a duration of 2 hours at a velocity of Id- fps as documented by the attached calculations. 22»a Date PART C: To be completed by governing jurisdiction) FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUM LOT 38 ADDRESS: 4287 SOUTH 137th STREET TA P I.D. #: 2 612 00 - 0380 OWNER / DEVELOPER DEVELOPER - !DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425- 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425- 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425- 641 -5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SKEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 P1.0 P1.3 P1.5 P1.6 P2.8 P6.9 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLAN - LOTS 35 - 40 SITE SPECIFIC SECTIONS - LOTS 37 - 40 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 38 STAIR DETAILS FOR PLAN 1843 A & B CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -071) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.I FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE t 001--15 I understand that the Plan Check approvals are su�iect to errors and omissions and approval of plan3 does nct authorize the violation of any adopted code or ordinance. Receipt of con- tractors 7..c ^v of approved plans acknowledged. Date P0rmit No. FiLE COPY SEPARATE PERMIT UIRED FOR: (� :CHANICAL (J ECTRICAL (I UMBING a, LS PIPING CITY OF TUKWILA SUP -DING DIVISION i_ BE MADE TO W ITHOUT PRIOR ` .: _ ING DIVISION- ,1_A BU I l0 SV`C,' . �� A U I Z d a 0 0 V a Q Z w w J U a 00 O cn w� > O A z o a U U z � Q = 0 CO T LC ? CD i n cc) , t X O Li • 4 � N (0c .) N Ln TITLE I i NO..: 00157 SHEET COVER SHEET = it - N N m c FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUM LOT 38 ADDRESS: 4287 SOUTH 137th STREET TA P I.D. #: 2 612 00 - 0380 OWNER / DEVELOPER DEVELOPER - !DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425- 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425- 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425- 641 -5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SKEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 P1.0 P1.3 P1.5 P1.6 P2.8 P6.9 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLAN - LOTS 35 - 40 SITE SPECIFIC SECTIONS - LOTS 37 - 40 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 38 STAIR DETAILS FOR PLAN 1843 A & B CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -071) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.I FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE t 001--15 I understand that the Plan Check approvals are su�iect to errors and omissions and approval of plan3 does nct authorize the violation of any adopted code or ordinance. Receipt of con- tractors 7..c ^v of approved plans acknowledged. Date P0rmit No. FiLE COPY SEPARATE PERMIT UIRED FOR: (� :CHANICAL (J ECTRICAL (I UMBING a, LS PIPING CITY OF TUKWILA SUP -DING DIVISION i_ BE MADE TO W ITHOUT PRIOR ` .: _ ING DIVISION- ,1_A BU I l0 SV`C,' . �� A U I Z d a 0 0 V a Q Z w w J U a 00 O cn w� > O A z o a U U z � Q = 0 CO T LC ? CD i n cc) , t X O Li • 4 � N (0c .) N Ln TITLE I i NO..: 00157 SHEET COVER SHEET = it AREA O1R£C71ON DISTANCE - Ai - �L1 N89' 9'WW 44.1255 __, ELZ NOC39 70. r3 EL3 N89`59'54`W 58.26 E14 '473'41'17 - w 102.70' E�; N7.34 2.62 _ a6 _ '41936 34 4.56' EL" N87 8'54 51.21 - a6 N09177'32"E 7244' N5 7 27.23 _ E_9 £.10 N8373'46'E 29.05 ELI 1 N1325'57E 22.55 EL12 N8936'1 4`w 46.42' EL13 147 4199'36"E 35.05' EL 14 N881 6'09'y1' 47.06' a/5 N8816'00W 5.1? a16 N1653 0'b 32.00' a17 N2120'45E 25.84 EL18 N82'40'23'w 14.36 EL19 N72 - 20.92 a20 N52 •02' 32.09 _ E121 N52•027 28.92' O.22 N8970 w 26.97' EL23 N8920'56'w 24.39 EL24 N8970 5 16.55' EL25 N60'4136 E 52.67 - E126 NO0'00 00 9.61 EL27 N8920`56`w 33.40 x28 57539 5.9• EL29 N8672 3 9 22.42 a30 N1938'54"W 38.71' E131 '43255'12 "W 33.44 EL32 N8522 -- - 49.06' EL-33 N51'57'351' 1582' EL34 N0845'04E 22.04' EL35 N41178 2w 22.68' E136 '40232' w 21.13 EL37 '46433'47'w 60.03' EL38 NO2"3 W 19.88' an N38'05'34 E 23.66' EL40 N6453'41 `W 41.66' 6141 N38135'34E 16.16' EL42 N 7479 41 E 26.99 r- a43 '40376 11Y 31.75 EL44 N34•9 32 25.95 _ EL 45 N0879'49`E 15.18' ` 246 N28 14.93' E. NO2'44'34" 17.08' EL4t N35t6 21 E 21.05' - _, N22•42'40E 16.28' a49 EL50 N87•48'28'W 20.74 - fL51 N87•48'28'w 10.83' EL52 N8 748'28'w 2.57' a53 - vol 3 7'4.J 50.0o Ei.54 -- R,1' 1 3 7'ST vf" - x. 74' EL55 S531k7'15E 80.93' AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B LOT 9 LOT 29 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT ! PHASE LOT 21 5 LOT 22 B LOT 2.3 LOT 24 6 LOT 25 C LOT 2E LOT 27 LOT 28 7 LOT 29 D LOT .30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 4C D 1 CONDITIONS 1. CONSTRUCTION OF INDI'rIDUAL HOMES, INCLUD'NG THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEW, OPUENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA /PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FiRM. 4. THESE GEOTECHNICAL RECOMMENDATION6 ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMIL Y HOME " 'ERMiTS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASE F. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDA 'IONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTTtiGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGA MEASURES FOR c all STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUND ATONS, 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 INCLiNA -ION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED ^ONCRETE OR MECHANICALLY STABILIZED EARTH RETAINIi IG WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THE/P SLOPE PROBLEMS CORREeTED 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 RECOMMENDA TiONS PRELIMINARY PLA T 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 CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B. IMPLEMENTATIONS OF FOOTINGS, FOUNDA RETAINING WALLS AND FLOOR SLAB 4ND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FiLL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. 8. THE GEOTECHNICAL ENGNEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT T1-::: WORK HAS BEEN ACCOMPLISHED IN 4CCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT. HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND iTS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERT` DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT, PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), iTS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANRMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCE 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 SITUATED 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 EA SEMEN TS ". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAiD ELECTRIC SYSTEM FROM SAiD LANDS. ALSO THE RIGHT TO THE GRANTEE, iTS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMI I TED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE iS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, TiTLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TiME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TiME ALL SUCH RIGHTS. TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. DOH09 OPEN SPACE EASEMENT LUTE TABLE OPEN SPACE EASEMENT CURVE TABLE • CURIE RADIUS LENGTH EC1 53.11' 5793" EC2 47.00' 17 23 EC3 33.27' 36.25' EC4 20.00' 49.81' DELTA 62'29'43 20•9'52" 6275'18' 142'41 5 FOSTERVIEI? ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. Ci TY OF TUKWILA, KING COUNTY, WASHINGTON R.L. McDUFFY & ASSOCIATES, INC. LAND USE CONSULTANTS ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT 3605 cater AW£MJE EWERETT WAS- 1N0113I 98201 (425) 258 -4438 FAX (425) 258 -1616 DATE 217/00 0WC By KMG ,Joe NO 96089 SH T 4 OF 4 LOT # PHASE PLAN PORCH AREA S LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 r-- LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 v,//,Z2 //%/ / % PHASE B rte/ f_// PHASE KEY A B A r PHASE A 1843B X X 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 , 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 4 2060 L -- H 2119 2060 �»— • r r r r r r r r / / / / / / / / / / /- / // / \,/\/ \ /\/ • - " � •✓ \/v vv ,. \/ v \/ \/ v v v v v.. \,..,./..„ v v v vvv ��� REA / vvv v; ,...,\,,,, \/ ', v v , ' v v v '' / \/ \/�/ `v'' ' ' \/ v \ / ✓\/\/\/\/' \/\i \ \/ \/ v•\/, \/\/vv\rvvvv\/ •/v \/ N./ 1/ \/ ' \/\/\/\/ \ \.,■\,. .: „ vv v\1\/ DED ILY UIPED v \ /\/v\/ • � \-1 \/ \j PHASE D r vvvv� N./ \/_\/_\/__ • 1 ._ PHASE C ,— -_ -' LOT # PHASE PLAN PORCH AREA LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 L LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 D A 1568A 1568B L 1843A 11843B 2060 '2108 X 2246 2119 2119 I mo._ B 2060 1568A 1568B C 1843A 1843B 1843A 1843B D j 843B I 1843A 2060 2119 2060 1 -- 2119 1843B 1843A 1843B 1843A 1843B 1843A USES I iLA'T 5 7 8 9 10 HOME PLAN MATRIX &SCHEDULE& (SEE SHEET C•I FOR STREET ADDRESS OF EACH LOTS) CONDITION CONSTRUCTION OF IND 'UAL HOMES, 4NCLOIN FOOTINGS, FOUNDATIO ETC. MUSI\BE PREFO IN ACCORDANCE WIT THE APPROVED HO DEVELOPMENT PLAN. \ 2. THE HOUSE DEVELOPM T PLAN WQU AREAS. EACH AREA IS TO : DEVELOPE CORRESPONDING CONS RUCTION 3. THE CONSTRUCTION AREAS SH L BE DE,EL PER THE GEOTECHNICAL REC MMEND>\T OF TERRA ASSOCIATES OR ANOTHE GEOTEC ENGINEERING FIRM AS APPROVED BY TH : CITY OF 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES. 5, THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: E TO BE E SINGL BASIS, G A. TEMPORARY EXCAVATION RECOMM : DATIO AREA TO ALLOW FOR THE INSTALLA e N OF H FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MITIGA I N MEASLES FOR SOIL STABILITY AND EROSION CONTRO BEFORE NDI, DURING HOME CONSTURCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEDIIEN• TATION OF ADJACENT HOME DEVELOPMENT CONSTRUCIIO AREAS. ' I D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B LOT BASIS' E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE L MATER SHALL BE OVER EXCAVATED DURING CON RUCTION F FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. 'DITION Y, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF , E UNSUIT LE w SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 'U PER PORTION' (SOUTH END) OF EACH LOT WILL BE PLATE N ED DURING LOT DEVELOPMENT OT ACHIEVE AN INCLINATIONO 25i ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVER 1 CONCRETE 0R MECHANICALLY STABILIZED RETAINING WALL THE I ' ER PORTION' ' (NORTH END) OF THE LOTS WILL HAVE THEIR S • PE PROBL1yMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF T EIR SINGLE FAMILY RESIDENCE PERMIT, THESE GEO ECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE EOTECHNICAL y ENGINEER THAT CERTIFIES ON A LOT BY LOT BASISIS,, GRO PED IN AR THAT THE HOME FOOTING AND FOUNDAT ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO MENDATIQNS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINE% IS TO OBSE VE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT' PLAN. Fl i t REPORTS ARE TO BE SUBMITTED TO THE CITY OF '�'UKWILA A D TO ADDRESS: A. TEMPORARY EXCAVATION OF CONSTRUCTI01N AREAS AID MITIGATION MEASURES. B. VERIFICATION OF FOOTING, FOUNDATION, R NING WILL AND FLOOR SLAB INSTALLATION METHODS D DRIVE AY PLACEMENTS ACCORDING TO GEOTECHNICAL REC MMENDATI NS. C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSTRU ON �. - IN ADJACENT HOME DEVELOPMENT CONSTR CTION AR gAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS. 1 ' 1 THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED t IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIQNS TRACT "A \‘ ♦ PROPERTY LAC - lYP (TRACT IVY) TRACT "B" PRt:FCRTY LIVE - T)P DOI' (TRACr avr) OME DEVELOPMENT PLAN. I 26 40 E : l KEY PLAN 0-- 80 1REC N - 40' 0# $' .Doi- Sc/ 160 • Z .4et 1-4 H U H •tt V Q CtS SHEET P1.0 TITLE )8,N0 9801321 MOD'F.D LOT # PHASE PLAN PORCH AREA LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 NOTE: 1. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C•2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 1843B X 1843A X A 1 2119 2246 2108 X a 2246 2246 2108 4 _ X 2 2108 2246 2108 1568A ! 2246 2108 I 2108 A MOD'F.D 0) - - 2108 MOD'FD (2) 2246 4 2060 2119 4 2060 MOD'F.D LOT # PHASE PLAN PORCH AREA L _LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 I— LOT 26 C LOT 27 LOT 28 LOT 29 D LOT 30 LOT 31 LOT 32 LOT 33 A 2060 LOT 34 2119 LOT 35 1843B LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 j. 0 PL J568A _1568B r 1843A 1843B ' 2246 j2119 1843A C 1843B 1843A 1843B D 1843A 2119 2060 1568A 1568B 1843A 1843 B 1843A 1843 B 1843B 1843A 2060 2119 USES INikI,AT S 5 (+2) 5 6 5 6 7 8 9 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) TRACT "A" PROPERTY LIVE - TYP (TRACT BOY) TRACT 3 PRCPERTY LIVE - TYP (TRACT WY) W-- 5I B PZ1 ; • " II r 12 -1 33 34 HOME DEVELOPMENT PLAN DETAIL PHASE C I !t 1 2 -- -4 KEY PLAN 6- —RAC 20 40 80 - 111101111 E : 1 ' = 40' 160 (43 NO.. 9801321 P1.3 TITLE SHEET •111111111.1■. I = J ----- 7` ----- 064 , o & 1 7T LA E 154 • m rr -4 r t . I ' rn ik l• • t _ z m , ;74 c.?(:-4c6%91 - Mil - 4411/ A WAVE S - — 7 - ■■■■•••■•••\ 1=11■11111■ Kappler Associates Architects 13400 Northup Way. Suite 33 Bellevue, Washington 98005 (206) 641 fi)320 * Fax (206) 641-5318 I , ) y ' ' 11 I ■ 'h ,p 0512-00 TIt PERMIT SET 06•30•00 SR .0 :CITY COM M ENW • CLOUDED / / . ,/ / / /' / . , / ' / , a - ,---' .,. IL. f4 ' ,l'k .- / A. ,/-\, 3 ../' / _ ,1 ' ' — ••■, 71 V / 0 \ • / . - - ‘' 7.1 • / > (4 • „ v , ,• , . • / , , i , .. ".\\ / ... '' \ ' f "N ! / , 17-.. \‘' , i , • ' ......– '''''''' ' , ..„,... ' ,..,' .i .•••• ••• , ,, , ■ ' ........'''' ., ...... I , ,/, .... ........"'''. 1 r - - I ..__............___..:,........--- \t--' , • ,- '/' /4 ‘ /1 _t I. , „„„... • ,.. ' - - ARCH PLAN FOSTERVIEW PLAT 4,111r • R 04. I / / / , / r . / / - - /. 1 / )1; I ,r. .4 V I (11••• •liF g J SU79 10.60,1011D Akt,1111iL k *it+1 AIL Ili iwAS■4■4,ION :12151714# MG orate 1111/7Y M */ ' il \-. Tar.? 1.20 77 • . • \ - ' • 1 - _ • '.. N. • ':.? N N , ( %-, • .. \ ---"---,..________ • • 1 ' ■ I ''''• - ---. _ • - --- -N , s.‘( • • ejf • \ 7;:7 ' . • • - --------_______ \ \ ,>•., • • \ \ • - - t 7 ,- • N .n.,... N \ ..... • "77 7_ i._-...; * - .„. - t... , , - - - • _- . . _ 1 • - ....., , • • ..„ - -c SOUTHGATE PARK N. EX 1/77L/TY •. R'OLE N. S. S. S. S. S. S. z ii5V5 4A0 ANC lattlY 14.2.keit • A MC -jt- TA 710N I FER 1 • • # # # r‘l FL** 1E470 4 Wawa ii'. THESE Ci.LCULATIONS ARE BEING PROVIDED TO THE CITY OF TuKwiLLA AS PART OF THE PERMITTING REQU CUT AND FILL 0 ARE GIVEN AS TWO SEPERATE NUMBERS R THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND . QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS. CRAWLSPACES, THE AREA UNDER THE GARAGES. BACKEIL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN 7 INAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. CUT FILL 1 133 0 0 1 77 ; 266 N/A N/A 35 37 0 4 60 114 N/A N/A 07 22 290 N/A N/A 08 40 227 N/A N/A 11 60 150 I N/A N/A t 12 • 87 , 30 N/A N/A 13 193 . 30 ; N/A , N/A • ,---- ____ _ . _ _L__ -I --L--. 14 41 150 1 N/A N/A 29 424 '---- ----. - - r - H 1 15 45 . , 150 ; N/A N/A 1_30 381 -- , _______. ______ --4---- -- I 16 45 , 85 ; N/A N/A ! 31 38 _4_ I-- - - ---- -1 17 56 36 • N/A N/A ! 32 35 18 76 I • 36 ! N/A N/A 33 38 I-- . . ---- ---- I 19 108 30 N/A N/A I 34 35 1 __ H- 20 _ _ 140 ! 25 N/A N/A 1 I 35 596 _ h 21 35 25 N/A N/A 1 ; 36 580 _ ____. _, I-- 22 40 : 38 ; N/A N/A H I 37 1 480 -- -_-_ - -- ___ 23 40 44 N/A N/A 38 446 ---- - - I--- 24 282 . 25 ; 35 0 39 395 25 266 38 35 0 r 40 TOTAL T ADJACENT TO LOT FILL WITHIN R.O CUT 40 45 0 40 55 0 40 N/A N/A 40 N/A N/A 40 N/A N/A 137 N/A N/A 81 0 83 122 0 66 37 3 7 40 N/A ▪ N/A 40 N/A N/A 40 N/A N/A ---] 40 N/A N/A 40 N/A i N/A 1 _I 40 N/A i__ I N/A EX 0T/LIT POLE .SPA TRACT "A" ; I ,• ( // IPEDESIRIM AAV Rale 1111/17 !A( N; • 1 . . - GRADE COMPARISION EX RCOrER Y Ex covc WALL a/Y Pat- N le' PRIM!! ( 17t) atitie a4� - stir ZWANAGI (SY • . - " FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT • - • k.rx , C) S. 0 20 , '. V • ,,, : . ; y • . 1 • . - • „ • ' ' ' • I 1 , A i- ' \ A - - A -., 5, x • ; 1 , . •I -X '. . •N , I ... % ■ • ,.. -- > ---- ----,-....A •,. \ .,.-.,. . x r . . N . \ '' :c - _RITA 5p411, \ \ \ ',, . •i, i 11 i ..„ . 4 _ . • ..', \ , \- , i' . ,% • S. , Au me - , 2' • , / ,,.• • , j / '.-. / , I % . t , it 1 . , . •.„ - , . 4!). I • , • ,.. ' •-'''.• ,., , /. . . : I , , i . '‘ • • et r . ; t - + 5 • 7ELE • OLcY _ PROPERTY VAC - (DUCT BOY) TRACT _r - ff 5 5 I L SCALE 1:40 40 60 80 160 YJ7TM STREET - i • - - - I kki • - • - • NI. I AC* 5 COVC. WALA' ••C 1 —4 NEW 5 ASP? WALK 1 1 1 4. T --- —RA TE F A5.0 SEE &WET A50 FOR SITE STEP I•FOmTICN • 4,1 1 7 r.n --. 0 0 .... . . . . . ,C 0 0 0 0 Ar CO (0 TITLE NO 98013 SHEET 1 • 6 gl•••=1. SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTIJNE& THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL. SITE TOPOGRAPHY IS SHOWN ON SHEET Pty. a AL!. FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE 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 FUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C -13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20x-0' MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. a CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS Pt0 , Ptt , Pt2 , Pt3 AND Pt4. 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. • I/ • 1 i . SEWER -r r8AC I •l ' DRI4EWAY t WID MAX. & j u ' MAX.) r III . 11112101% "11"41 - �i. TOE = 1 95' SETBACK• 11111""111111 ►— — — — �•� Tor = 1 TOP Er TOE 207 --- ` ----- -- - - - - -- Top = »a'j TOE = 193' �0p TOE ` c t ~T' T /fie R67/AI (, R 6 e S E-P/ re !T D 0 1 These plans have been reviewed by the 'Public Works Department for conformance with current standards. Acceptance is subject to MOTS and omissions City which de woe authorin violations of b or �Qoestbility adopted e ft d die dew totally with the for r the wit*** Of 1011 to these desk' drawir>ds #er this Ea WI void this occeptence and will require a tesnbndtbl of wised mss' for subsequent appwrial' Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: of By ,4cc 55 (__ 4.to ° crEp 06 SrR.44 ORA , N R 0 5 10 20 SCALE : 1" = 10' 40 • •II ca 0 lu 18 0 z • z Z 0 Z u a . 'xzzx X 0000 L. m o$ ae � e_ ;o ; 004, s cb cc Co t.9 I CD Cn c o co co Qi N m TIT 98013 SHEET P2.4 , , '' .4 ill tiVi■:) 1 \ i URA1 Kappler Architects P 143115E Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 UTILIT WALK / EASEMENT "\------ STORM 0 I NOUT C. I D D R TH IVELAY . a ' I SLOPE MAX.) r SEWER ." W • CLEANOUT THIS WALL & DRAIN LINE IS EXISTING AND N, WAS PART OF LAND TERING w eekDUCT 1 20 FRO SETBACK - WIDTH -SLOPE AT AX. & AX.) 20' • S(TBAC • . D 0' MDT _SLOP AY MAX. & MAX.) 20' FRONT SETBACK DETAIL PLAN SHEET D = 50d R= 1 = ON 37TH 7TH.S (CLEANOUT 4) EDGE OF WATER ,'COURSE BUFFER / 2' FROM PROPE 3.0) EXIST EDGE OF WATER COURSE BUFFER I TRACT I f" • PROPERTY L /NE TYP (TRACT BOY) j ,/ " • • I I I 4_ P1 YLIGHTS AT---' ESMT 'FRO R.O.W. ED E OF WATO COURSE BtIFFE 2' F OM R.O.W. R • I • • P ( ✓ f/ TTPIS4.:arOSCAPE uA sECTi4►4 STA*C. W - rr:'tli sursacx 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 P15. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8D 4. STORM DRAIN - SEE CIVL SHEET C-8. TIGHTUNE FOR HOME SHALL BE 4' NON- PERFORATED P.V.C. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE 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 8. WATER SUPPLY FROM METER TO HOUSE IS 3/e TYPE K COOPPER WATER METER IS FOGTICHT St CONNECT WATER SUPPLY TO WATER METER SETTER SEE CML SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20' -0'. MAXIMUM SLOPE ALLOWED IS 15 %. LOTS2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL. DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , P11, P1.2 , P1.3 AND PL4. 9! EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. 10 CUT AND FILL CALCULATED FROM SHEET PL6. n NOTE 11 IS NOT APPLICABLE TO THIS 12. INSTALL FOOTING DRAIN UNE IN LOCATION SHOWN ON DRAWING INSTALL 4' RIGID PERFORATED PVC PIPE IN WELL DRAINING MATERIAL COVERED WITH FABRIC PER DETAIL 9/P8. PROVIDE 4% POSITIVE GRADIANT. TIE DRAIN UNE TO HOUSE TIGHTUNE VIA A 'Y' CONNECTION. PROVIDE CLEANOUT AT JUNCTION. Fl E COPY otiaratond thspl the Plan Check approvals are 41b)ect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's :, od plans ark i,)wledged. :.' ,lp Date Permit No. —1111 . . REVISIO HALL. BE MADE TO NO CHANGES $ SCOPE OF W ORK WtTM puT PRIOR u BuII,DlNG DIVISION . � uAL WILL A t mss. RECIONE t • 117 4///v(• J47-A Works Ikpatunest ortaforrnaprx inch City stssaude. Aftessrece Is Wiwi se awes and I Q, sal stendsed' or othassca The seuremagIn fez the ede ieec! d the eles>t s seas so* with the Ji&Stiom dation er 1L.;UIU t te acme dr;witgs dies this time will void Ibis accept ace and wiD rapine a tusubasitni it revised jai c. for s+VflsoguiDat gyms!. Find aooeptmoe is subject to field inspection by :rat Public Works utilities ',sweat. �( ' :?ate: ' ' By: , l7 /az Y 1 ' RECEIVED CIT OF TUKWILA I(', PERMIT CENTER CORRE )111 LTR # � � REVISION NO1 • cD NOON N N N e••■ .+. a NO 98013 CO Li ? • . 1 -0 Ch OD NI" air x OCS U ° – 5 c �r o .� – • w `� 15 `L i n. U 'l< ▪ 0 — > a ) Li o CX ICL yaliC TITLE DETAIL PLAN SHEET 0 5 10 20 40 r 2 SCALE : 1' = 10' 15q • 0 Exisr c8 # 37 ftCc i✓s 671712-11 DC 4 I N 4 I a 5.15(1" 5qpET is yap. D Ore Kg TWO TI EQ R.ETh I N INtt Wi Ott. Lt.MDE A SEPRRA P&gM IT. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which de trot authorize violations of adopted Mloii sr anlill•Iooaa. The reopsouldity for the othqoup es *atm y � widons 1e dm droving w mid kr w����1i Ir WNW bake dig Ma eal OM. arla 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 P1.5. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% NATIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER. WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C -13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK. MAXIMUM WIDTH TO BE 20' -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 P1.0,PU,P12,P1.3AND P1.4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P1.6. 0 5 10 LOE SCALE :1" = 10' 0 4� (n -z co c N ti) o Ca U Z .1" (4") co L ° o �Q I mo TITLE JOB NO. 98013 DETAIL PLAN SHEET P2.8 Pi. P.P511 I L L S137thAVEN ` REVISED ORIGINAL GRADE - -�� FINAL ORADE PER FINAL PLAT APPROVAL [ REVISED ORIGINAL 3RADE FINAL GRADE PER FINAL NAT APPROVAL SIDEWALK - - • S 137th AVENUE • I } i IP - iIDOE r r _ ir 1 1 5' -0' SITE SECTIONS FOR LOT 37 i I : 4S• A 44. / GRADE Tr BELOW TOP OF WALL / GRADE AT DOTTOM OF WALL _.- _ _ ROT7OM OF FOOTING _,, _,, !-_____________., RETAINING WALLLEv. E FOR LOT 39 - il - ' _______.\\,_____________ — .— . — — — . — —. —. —. —. — - - - I 5' - 0• GRADE AT T POM i5 G RE A TER TM iW Ip' -Q' 12 i POR DRAINAGE • . \ $EE SETAIL RIPS 1 _ .... t S' -O' I (BADE At T* pOlgt — 4 — f - 15 GREATER SITE SECTIONS FOR LOT 39 . K we - .— .— .— .— . —. — -� - ter FINAL GRADE FOR LOT SUILDOUT I we EXISTING NOW AS OF MARCH 2152 M MT or - - - - - - - - - - - - - -- - -- - -- or • to — KETINO- ANLITENCIEMTCOMSTRUCTION-- OF SLOPE SHALL SE DONE IN ACCORDANCE WITH GEOTECHNICAL \ _ REQUIREMENTS. - RT - j FINAL GRADE FOR LOT SUILDOUT EXISTING NOW AS OF MARCH 2002 Pr av Sr r r C WALL ELEV. FOR LOT 38 \� !REVISED ORIGINAL GRADE FINAL GRADE PER FINAL PLAT APPROVAL - Thr S 137th AVENUE • SIDEWALL REVISED ORIGINAL GRADE [FINAL GRADE PER FINAL PLAT APPROVAL S 137th AVENUE SITE SECTIONS FOR LOT 38 r-� / .•- - -MADE F BELOW TOP Of WALL sr / 4. *0SATIOTTSNOS WALL t _ _ _ - i _ TroTIal Of MOTU. Or 4 5 0. 4 I 5 0 GRADE 15 CEA E R TT AN PONT SITE SECTIONS FOR LOT 40 Scale I' . 10' t ` POR DRAINAGE F SEE DETAIL WIN a► I 'IT - Immo AND BENCH/MO CONSTRUCT'ON st OP SLOPE SHALL SE DONE IN - ACcDE ►NCP WITH GEOTECHNICAL - - • ! RDQUIRPMEN T1 ar -- - - -- - 1 -FINAL GRADE POE LOT IUILDOUT a, "EXw[INO NOW AS OF MARCH 21/02 ra Y — _ er 1 'Er 23 nrilf rxr FINAL GRADE POE LOT BUILDOUT EXISTING NOW AS OF MARCH 2502 ns I« —• — — — - g .® GRADE ::471 FONT 4 f IS GRfAT M( • or - fM i i EIVED co T!;KWILA PERMIT CENTER n /2,002. � � N C - zz ■ i z TITLE `B NO. • SHEET P6.9 • 4, DUJAR DI N r)Eite 1 By Desorption i , 1 116t kAn ,, KAll'i 1.1t Slitt t VIAStritreuli r. 1. s 'st ....... _ , ..............- --....... 05-12.00 7/3/01 '11( 1811 ....., PERMIT SET COMENTS Kappler Architects, P.S. , . 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPER TY OF THE ARCHITECT . *NW E P I ; i • a . i I a t ; ; ; i i I ; i • I i 1 • • t... I i 1 : t Iriiil l : I , , , • • ff C) iI , , 1 • : 1 . , • (11 C6 oili I a i a -.: ; ; ' • I i I KW 'i I • 1/40 I 7 7 I ! 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FLOOR FRAMING I RIM BOARD PER FLAN bxiD PT BEAM ECC66 TO POSTS ABOvE ANC BELOW 2x FACIA BOARD (2' GREATER DEPTH THAN JOISTS) (1)3,4' LAG BOLT AT EACH END KNEE BRAZE TYP tub .7 POST • CB66 • GRADE (4) 44 BAR vERT 511113 INTO FOOTING • 4 BAR WRAF • 12' MN. TOP ANC BOTTOM 36'.36.10' CONC. PAD e V (4) '4 BAR EACH WAY CN SOLID SUBSTRATE FOOT NG DEPTH PER ciE0TEcH ENGINEER TYP. DECK CROSS SECTION 3/4'4-0' 08200-19LN "5 ; KaL. FOOTING DOE5 NOT 5E N 1415 CONDITION. FOOTPG SPANS HORIZONTALLY ‘s NOTE. FOOT N6 DOES NOT SLIDE IN THIS CONDITION, FOOTING HoRIZONTALLY. FOOTING DRAIN DETAIL 3/4'=1'-r 4.. OUNDATION DETAIL 4" • TOP CF SLAB TOP OF J BAR I54. GRADE NOTE: FOOT NG DOES Notot N T1415 CCNDIT1ON, FOOTNISP HORIZONTALLY • .0.1110- " I T s 3 -8' FOUNDATION DETAIL 3/4'4-0' FABRIC - hIRAF 50e. o EaJAL ntpiTLPIE IMASWED 1'V .1 A'EfreA, 2 -0' MIN FOOT DRAIN GRAKLAR STIIIC111 FILL SEE SITE SPECIFIC FC4AIDATION DETAL FOR FOO'•Cs CONVRLICTiOk 4•• MC:0 PEFFCRA PIPE (AS MN. SLOPE 5/8'4x10• AB. 5.(2 STEEL PLATE R5 • D.G. (Div. 3 5 A- .) ExCEPT AS NOTED prskEARiu4LL 504ED4107"1 kEtieEr • 1.4 BAR • •4 rERT BAR • 16' OC, RILL HEIGHT OF WALL (DN/ 3 54€F A •4 VERT . BAR • 8' oc (DIv 3 SHEET A-1) •4 s-10R BAR • IV oc ",\. (DIV 3 SHEET A-11 DAPTP PROCFING + Div 1 SHT TIGHTLNE •4 HORZ_ BAR 3 -0' • 10' oc (DIv. 3 SNEE' A-i) -- (5) '4 BAR C.CNT (Div. 3 54-EET A-I) SOLID SUBSTRATE SEE DETAIL 9/1.81) FOR FOOT N6 DRAIN CONSTRUCTION (Div. 2 SWEET A-I) 5/8 Aa WI 252)(3116 5.Q_ STEEL PLATE WAS/ORS • 4 D.G. (DIv. 3 544E57 A-I) EXCEPT AS NOTED CN SOIEARWALL SCHEDULE 1)41 IN. EMBED. 40' (2).4 • TOP 4 4 vERT. BAR • 10• 00 RILL HEIGHT CF WALL (DIv. 3 SHEET A-1) •4 vERT J BAR • 5' oc (Div 3 SWEET A-1) 1/2• CLEAR „. / HORZ_ BAR • 10• oc (DIv 3 SHEET A-I / , DAMP PROOFING ( Div $14T 41) 4 us TIGI ',,TOP OF FT'G -•4 +40RZ. BAR 3'-0' • 10' oc (Div. 3 SHEET A-I) - (6)• BAR CONT (DIv. 3 SWEET A-!) SOLID SUBSTRATE SEE DETAIL S/P80.FOR FOOTING DRAIN CONSTRUCTION (Div. 2 SHEET A-i) 03300-0 4ir -- '/8•x10• AB. 5/ l SQ. STEEL PLATE #4ERS • 4'-0' 0.C. (D1v 3 ET A-I) EXCEPT AS NOTED_ 544EASSUALL SCHEDULE T MIN. EMBED. 42) BAR • TOP 44 vERT. BAR • 5' CC. FULL HEIGHT OF WALL (DIv 3 SHEET A-I) 4 5 VERT J BAR GR 60 • 5' oc (DIV. 3 514EET A-1) HORZ BAR • EV oc (Div 3 SHEET A-1) DAMP PROOFING ( DIv 1 BHT 41) ‘‘) au TIGHTLINE CIL - HORZ BAR 4'-0' • oc (DM 3 SHEET A-1) - (8).4 BAIR CONT. (DIY. 3 SHEET A-I) SOLID SW:LSI/RATE *E DETAIL S/P8.0 FOR Isti. 4' -8' FOOTING DRAIN CONSTRUCTION N T.S NTS (DIv. 2 SHEET A-I) FOUNDATION DETAIL 03300-12 4 4 Rbilbe (PAX 1-; rgit pF Top c• L Tff_CF z OF TOP of NOTE SOG MIST BE hi PLAGE PROR TO MA, BACKFCL OF FOUNDATION DETAIL 3/4=f-O' 5o48 t u.1 Ice OF - *NSW GRADE ; No 5L h1J 8E z PLACE PRIOR TO FULL BACKFILL OF WALL FOUNDATION DETAIL FOUNDATION DETAIL 03300-10 3/4'=T-0 FR1514 GRAPE oF z `,? NOTE SO6 MUST BE IN z PLACE PRIOR TO FULL - BACKFILL OF WALL 3/•=•-Cr frr J _AAR 1• j:1. I 8* I 8* N'S 2'-3' NT5 NTS. • 7 CLEAR 3 1 - -/ - NTS srrs FOUNDATION DETAIL ster•ur An a. A,' St: MEL PLATE =bee • 4 OC 'Mr Spiff Es1GBP• AS NOTE, ON WEN:se.... 004112,-LE "IN E"EIC •4 BAR • 'OF •• AR' BAR • 2" ac, RSA. MIKA.' OF IssALL Spiv 3 5st9ET A-!/ •4 ART . BAR • 6' cc (DI/ 3 SHEET • 0 1400FING Ds" • Se Al • ..CRZ. BAR • ir oc I-6• OVERLAP •Ihs.) (Dv 3 A-• TX.14 is, .4 BAR DrAr (OW 3 SHEET 4-1) -- SEE DETAIL SA FOR FOOTING DRAIN CCNSTR.CTION (DIv 2 SHEET A- SOLV 51E6TRATE A' 0:114C SLAB OVER 4 RCOC OVER VAPOR BARRoR 518 A.B. 2' 16' Sa. STEEL PLATE • 4 - 0' OC (Div 3 A EXCEPT AS NOTED SsEARLIA_L SCi-EDULLE EMBED (2 ' 4 4-BAR • TOP /ERT BAR • )7 ' oc. Fuu, IGHT CF 1..2' CLEAR (I, v. 3 SHEET A-1) 1 12 CLEAR VEHICULAR I 1/2' CLEAR 1 5 ART. BAR GR60 • S' oc • SURCHARGE J (Div 3 5+-6E7' 4 TIGHTL NE •4 s4ORZ_ BAR 2'-� • 16'oc (DT.. 3 514EET A-1 ) SEE DETAIL SiPt3s0 FOR FOOTING DRAIN CONSTRUCTION ▪ 2 54ET A-i; (6) •4 BAR CONY (DI/ 3 SHEET A SOLID SUBSTRATE 4 SLAB O /ER 4• ROCK OvER VAPOR BARROR TIGHTLINE '4 HORZ BAR • 8' oc (Div 3 SHEET A-1) DAM. PROCFNG (Div 1 Ss-)T 41) 0330G-06 4 4 14ORZ BAR 3:-0' • 12' oc (01v. 3 SHEET A-I) 5(13••x10' AB. W/ 2' 3/16' sa STEEL PLATE R5 • 4'-0' OC. (DIV. 3 T 4-1) EXCEPT AS NOTED ON SHEARWALL SCHED131,e1• MIN. EMBEC. 051/4 BAR • TOP vERT BAR • 10' oc, FULL HEIGHT CF WALL (Div 3 SHEET A-I) VERT. J BAR GR60 • 5' oc (DIV. 3 SHEET A-I) - - 4 4 HORZ. 3'-0' BAR • 10' oc (DI/ 3 SWEET A-1) - 4 VC (1) *4 BAR CCNT '11cDIV 3 SHEET A-1) SOLITYli 4• CONC SkAB CvER 4' ROCK OVER vAPOIILBARRIOR LIHIED GRADE. X 4 SCHE T M DULE N. ET1BED. (2) 4 BAR • TOP vERT BAR ;5'-0• MIN) • 12' oc (DIv. 3 SHEET 4 .5 vERT. J BAR GRfie • b' oc (DIv. 3 SHEET 4-1 DAMP PROOFING ( Div 1 514T A)) 4 4 HORZ. BAR • 8' oc OVERLAP (TIN) (DIv. 3 SWEET A-I) SEE DETAIL S/P8.0 FOR +761 FOOTNG DRAIN CONSTRUCTION (DIv. 2 SHEET A-)) (6) 4 4 BAR C.CNT (DIv. 3 SHEET A-)) SOLID SUBSTRATE 4• COW SLAB OVER 4' ROCK OVER vAPOR E3ARRIOR 4-- 1 2 TOP 461 DAMP PRY SHT Alhis •4 140Rz. BAR • oc OVERLAP MIN ) (Div 3 WEE' A OP OF FT'C's i4CRIZ.NTALLY 5/8 AB 11)/ rx STEEL PLATE WASHERS • 4'-0' O.G. (Div 3 SHEET A-1) EXCEPT TOF OF st_Ae AS NOTED ON 544EAFILIALL ILOP OF J BAR "?1 0 NOTE: S. MUST BE N di PLAGE PRIOR TO FULL ZD BACKFILL OF WALL 1 TCP OF 111..=_ 3/40 111111Ell + 3'.4• 10' 1 NTs FOUNDATION DETAIL 0 42_Mi TOP OF J BAR r FNI * 8• 8• i t, 8' t FOUNDATION DETAIL 3/4%-r-o• 3/ 4 3/4•=1-0' OF SL N1a._ FOOTING DOES NOT SLIDE N C.04DIT ON FOOTING SPANS I - ul fY Zu PP - • sse _ • FOOTING DOE8NOT SLIDE N THIS ODNDTION, FOOTING SPANS HORIZONTALLY N, SOLID s435 13) •4 BAR SON" Div 3 MEE A) SEE DETAIL 5/1 FOR FOOTING DRAN CONSTRJC Div 2 5€E 44) • SEE DETAIL 5/P FOR FODTINE.: DRAIN OGIeTRJOTIGN (Div. 2 SHEET A-1) SOLID SUBSTRATE •s. (3) •4 BAR SOW (DIV 3 Si-RET A-1) YEI-IICULAR SURCHAE' (2) '4 BAR • TOP 1/2• CLEAk 2 ) 0' 8' 10' - FOUNDATION DETAIL 2 FOUNDATION DETAIL v•inur Aa • rxrxwib• sa sTEet. PLATE SASN3R5 • 4 i OC II 3 EACEPT AS NOTW SwEAllibAL_ 50-EDILE r E•13M (2)% BAR • - ap 04 HORZ EAR C OL. 6' COMER OvERIAP 1D- +, 3 %BET 4 4 4 /ER' BAR '4+ • C.7.C. AL TERNA S&LS 'Dn. 3 51€E' A-.) TIGHT:. NE DAPIPPROIDFNG .T..)!, 1 51+.7 A-4.) I "2*.xle' J114*X3 5 'STEEL WASHERS •4 -0' D v 3 SHEET ExCEF1 45 NOTED Ch 5i4EARW4 LL 50-4E.4ULE T 12).4 BAR • TOP 4 4 HCR12 BAR e. or. ; -b' CORKER OVERLAP 'Div 3 SEE A-1} .4 VERT BAR '6' OL, ALTERNAT BENDS (Div 3 SHEE• A-)) TIGHTLNE D/411. (DIv. SHEET A- ) i+11+4++1 •• VERT . BAR * 16' Q RJLL • HEIGHT CF WALL (Div. 3 SHEET A-)) 03300-02 5/8••),10' AB. al/ 2'›O'X3/16` 5.Q. STEEL PLATE WASHERS • 4'-0' O.G. (Div. 3 SHEET A-)) EXCEPT A5 NOTED ON SHEARLIALL SCHEDULE 1' MIN. EMBF_D. 4 4 vERT. J BAR • Es' oc (Div. 3 SHEET A-)) I4ORZ BAR • 10' oc (Div. 3 SHEET A-)) DAMPPROOFING ( DIv 1 SHT A)) • .pCii-ITLINE (5) •4 BAR CONT (2) AT TOE (DIv: 3 SHEET A-1) 03300 SOLID SuESTRA\ SEE DETAIL t/P8.0 FOOTING DRAIN CONSNIJCTION (Div 2 SHEET 4 03300 5/8'•x10' 45 W/ 2x2x316' SO STEEL PLATE WASI-ERS • 4'-0' OC. (Iv 3 54-BET 4-1) EXCEPT AS NOTED CN •EARSSALL SCHEDULE 1' MIN. ET1BED - (2) '4 BAR • TOP •4 vERT BAR • X, FULL HEIGHT OF WALL ())Iv 3 SHEET 4 4 4 /ER? BAR • (Div 3 SHEET A-)) Ns HOW_ BAR • 10' oc (Div 3 SHEET A-)) DAMP PROOF/NG ( Div 1 SHT A)) TIGHTLINE 4 HORZ BAR 3 -0' • 10' oc DIv. 3 SHEET A-4+ - (1) 4 4 .194R CCNT (3) AT TOP (DIv 3 54.1EERA-)) SOLID SUBSTROS, FOOTING PRA) CONhic JON SEE DETAIL 3/P13.0 (D)V 2 NEE* A-I) 03300-04 , M Z > 7.1 0 La n 0 0 DO E/ J w 1__ �LjJO <<LUCC J- a " 0 CC -J CL Cn f z z w 0 X C° 0 a 0 LU CE < 0 CO _J C .7 t J 0_ Q co r-wE LiJ co w cn 0 ' 1-- -1-7- , Luoz< 00cc CIC C) 0 COZ, <Z00 0 0 z < D 0m, Z COL.14 fj< WC 0(1)Z C 0 0 ° I )CD Z- <wW > CC Lu Z m M_ZUJO0 0>-11-11:CD - C3 .10B NO.; TITLE SHEET P8.0 2 4 C co w co ui > cc 0 LL L •J co tri ti () i t,.i L.' 0 Q C_) C) LL LLJ Th • U EQTTR'1 OF 1 sLo E 'OP Oi Ft G FO .-65 1" BE S$T JC D TLRAL FILL • • • / 1 a (S; •4 BAR ZW'r (Dlv 3 SWEET A - 1 3 -4' fros2aRicAntr • 1F•AGE PAEL I 'SCRAM/UN GIOP/ OR E..& CIPUI+tLA*ET BACK. OR �-- Q' SC .r« OF PEA GRA- . - - t1IR.* Saps OR FOUL (V'4 BAR • TOP SITE RETAINING WALL 0 3/4" =f-0f '4 NORLZ BAR IC OC. r -b' CORNER O'vERLAP'Dt. 3 %EV A -I? '4 ART . BAR •' OC ALTERNATE BEMS s (Div 3 5►EET A -I) FABFaC - -RAF; 500. OR EQUAL ` r T•• 2 -0 MPt 0.1R I f FOOTta rR:h 4 RIGC PERFORATED PIPE / .p 4% *4 SLOPE' 0 SITE RETAINING WALL 3/4 "=f-0' X E 0 0 u CLR I ' -4 . - 1 1 4 1' 8' f, AP*4 Safi •TOF SITE RETAINING WALL 3/4 "=f-O' ✓ rlJRZ SalliCQC.'b' ER OVERLAP Dix 3 SST A - 1 '4 ART BAR IC' 7C —. L .4 4:R' , BAR 5' OC (,t 3 SP4U _ -r !— •4 ART J BAR 10' O.C. (DIV. 3 SHEET a -I, -t: - -D APIPPIICCIFING DIV 1 SWEET A -U •SEE DEAL Woe cop cooTIG DRAIN CONSTRUCTION : Dry 2 SHEET A - 1) 5O_c SUBSTRATE (1)•4 BAR CONT 1DIV 3 SHEET A -U (2 % •4 BAR • TOP •A •OR" BAR 2' -6' C JRN_R OVERLAP (Div 3 SHEET 4 - •4 :ER BAR Ib' CC. FULL NEC.' WALL •4 ART _ BAR 8' OC (01v.3 SHEET A -I) .4 ART : BAR c'( (DN. 3 SEET A -U - DAWPPRO •NG (DIV -1 SWEET A -Ii SEE 9P.S.0 =OR'✓OT - NG DRAIN CONSTRUCTION , DIV. 2 SHEET A -I) SOLID SUBSTRATr_ n).4 BAR C(-NT -Div 3 SWEET A -I) ( ?) •4 BAR • TOP •4 NORIZ BAR 10' CC 1 CORNER OVERLAP (Div. 3 SWEET A -U CENTER IN WALL '4 VERT. J BAR Ib' O.C. CENTER IN WALL (Div. • vER'�ET A - I U O.C. -- DA"1PPROOFING (DIV. 154)EE- A -1) SEE DETAIL 9)P8.0 FOR FOOTING DRAM CONSTRUCTION SDly. 2 SWEET A -I) SOLID SUBSTRATE (4) •4 BAR CONT. (DIV 3 SWEET A -I) (2)'4 BAR • TOP ' 4 HORIZ. PAR 10' O.C.. I' -6' CORNER OVERLAP (Div 3 SWEET A -I) •4 vERT J BAR 16' OC. ALTERNATE BENDS (DIV. 3 SHEET A - b SITE RETAINING WALL 3/4"=f-0" FIN SITE RETAINING WALL 3/4'=f -01' FII GRADE I- u) Sn u ±? I� r -b. 2 -el SITE RETAINING WALL ®SITE RETAINING WALL 8/4 "4-O'' <aT 3/4'=r -0' PREFABRICATED WALL DRAINAGE PANEL MICRADRAIN G100• CR EQUAL UV GRANULATED BACKFILL OR 12' COLUhN OF PE GRAVEL FABRIC - MIRAFI 500x OR EQUAL SITE RETAINING WALL 3/4•-? -O' -- (?, •4 BAR • TOP '4 ■+CRI2 3.:R 10' C C. -b' CORI OvERLAF DI': 3 SHEET A- '4 ART - BAR 6' 'C- ALTERNATE_ BENT t. (Div. 3 54EET Ii 7— HORZ. BAR 2' -0' • 16' oc (DTI- 3 STET A -i) DAI'1PPROOFNJG (DIV -S SWEET A -I SEE DETAIL 9iP80 FOR FOOTING DRAM CONSTRUCTION ) Dlv. 2 SHEET A -1 SOLID SUBSTRATE (4).4 BAR CANT (DIV. 3 SWEET A-I �— •4 Wk.. * BAR 3'-0' • 16' oc DAMPFR06 (DIV. 1 SHEET A -I) 05300 -os 2' •4 BAR • TOP .4 HORIZ. BAR 10' CC !' -6' CORNER OVERLAP • DI'v. 3 SHEET A -I) .4 ART. J BAR 16' O.C. ALTERNATE BENDS (Div. 3 SHEET A - I' �'-- SEE DETAIL 9/P80 FOR FOOTING DRAM CONSTRUCTION (DIv. 2 5WEET A -I) BOTTOM OF SLOPE rI .D� FOOTINGS MAT BE ACE CN >3 RUCTURAL FILL 3/4 ".'f-C' SURCHARGED SLOPE _ FABRIC - MIRAFI 500x OR EQUAL - WASHED 1/8' MATERIAL 2' -0' MIN. OvER FOOT'G DRAM 4" RIGID PERFORATED PIPE 4% MIN. SLOPE' i/2' CLIR 1 8r7A .4 BAR •TOP HORIZ. BAR l0' DC. I' -b' CORNER OVERLAP (DIV 3 SWEET 4 -I) •4 ART J BAR 16' O.C. . ALTERNATE BENDS (DIv. 3 SWEET A -.I �— •4 HORZ BAR 3 -V • 16' oc (DIv. 3 SHEET A -') `-- SEE DETAIL 9/P8.0 FOR FOOTNG DRAM CONSTRUCTION (DIv. 2 SHEET A -I) • SOLID SUBSTRATE (4).4 BAR CONT. (DIv. 3 SHEET A -I) RECEIVED CITY CF TUKWILA JUN 002 PERMIT CENTER DAMPPROCFMG (Div. 1 SHEET A -I) SOLID SUBSTRATE (4 ) •4 BAR CON'. (Div. 3 5'€E 4 - I) w.0Snrw ql7/ ()I-1s UB NO rc CIS szt. TITLE CO M LC) CO co X C C� C ((I) C� (Z CO '0 a) L o CV (I) SHEET P8.1 CO W I— < H CO W co co W M W � CO 0 LL / DUJAR DIN Hate By , Desaptol . i.0.1 Ott D '..) AitCesiitLi , JOHN kAPPLER SIM 01 11•Ms041014 . FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITEC1 . - . a 0,1 • • I ' co rn m —4 MAtilASTEP,:;\;KflEir \PROTO 09-29 '1928 11:11:07 Sheet, LL Workstation: Patulkil In fiytfiliel a:N.' Oil 044:0 Kappler Architects, P.S. 14311 6L 16th &T. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 ---- 1 -• • •■•••••=.• ■ • • ■ ■ • ■ ■■■■• • • =8.1... PP W/ L UM /NA /RE 20 PUBLIC UAL /T) /— PEDESTRAN EASEMENT CONC. WALK PP Wj SASKE BALL HOOP CGWC. M PLAN7FR BOX EX ROCKERY EX. ROCKERY CONC Giei 'A TEL frE SOUTHGATE PARK EDGE OF EX ASF'/7'AL T 8 /GAF /L TRMT7ON SWALE SEED 41 /X RE7 s it s PLON7Y Z mP IA911X,10 /E400_ fut7AC Alfelve 1.410. S PlPA1176:6' X N17 APPLY 7615 MARNE AT A RA7F Or SO L8!1/ACCE M 7 ( AAGVngVAL S°141= OR' 811121 1E5* OF NAM" 6 71,107 RANTS SUCH 4.5 S6L'L ASH (:Q tft .40/1US MAWS OR Adl:Wer-AacKi QP1EPAC SAT AtiS' (E1.E00,64/LS' PALILSDRS) .201.19I SE 162E (CARIEX 011WP1A4 uP o7FIERS AS A'F17NAlPLD Or ilE are IVVAS2IE PLANTS 211 AS CA7TAC (r?PNA LA7 /MED CANARY OPASS (AVALARICS AiVAMOYAl d(4 AM? PIMPLE LOOS SAPiF SAGC'AAVA) SNALI NOT EL USED IOW ANY LyPL7'it'STA CES EDGE OF EX. ASPHALT �., 40' ACCE 5 i u4G"lY E9� CA rc LINE ALL TYPE // CATCH BASINS SHALL HA b£ LADDERS AND SAFETY STEPS 5' WALK/ UTILITY EASEMENT CATCH BASIN INLETS SHALL BE VANED CRATES MYTH 7HRLi -CURB FRAME FOP Y£R77CAL CURBS (SEE KING COUNTY DWG NO 2 -017, SHT C -18) OR ROLLED CURB FRAME AND GRATE (SEE K/NG COUNTY DWC NO. 2 -020, Sh7 0 -18), AS APPROPR/A IF CURB FRAME AND GRATE (SEE K /NC COUNTY DWC NO. 2 -020, SHT C -18), AS APPROPR /ATE. ALL »VRX SHALL BE IN CONFORMANCE MTh' WS DOT (APWA) STANDARD PLANS AND SPEC/FIXATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND CITY OF 11/KM7LA STORM DRA /NAGE STANDARDS CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED. TYPE // CATCH BASINS SHALL BE 54 - /NCH D/A. DRAINAGE PIPE SHALL BE PQ YETHYZE7VE, SMOOTH WALL INTER/OR (N -12 BY ADS OR EQUAL) UNLESS OTHERWISE NOTE0 PVC PIPE SHALL BE 45541 D -3034 SOP 35 CAW' SHALL BE ALUM /NUM, 16 GAUGE. UNLESS 01h'ERMI.2 N01E0. ( NOTE EX GAS L OCA TEC � ON WEST EDGE OF FA VE- ' 1 MEN I EDGE OF EX. ASPHAL T 1 J 5 WALK/ CS 1 UT/L/TY EASEMEN A � / l2 " co 15' PRYVAIF SEWER ct DRAINAGE ESVT 5' U17L /TY EASEMENT R?' /r,R' AC L . , T . r? e` 1lP►►.6N aASEME,4 " I£ 171.43 TRACT " CO 27 - MPOPE77Y LI1f - 7>* (TRACT 601) IVR) '^• a*Sr. NOT. AS—BUILT /NF WA/A 770N is AS OF 9/30/99. MANHOLE L /DS AND DRAANACE ACCESS LIDS IN PA DEMENT AoT AN A77 RIM ELEVA77ONS MAY CHANCE AF7ER FINAL LA 47? Gig` ASPHALT PA L fMENT HAS BEEN APPLIED. AK7 sat. £91 4" R /DC /D PERFORATED P /PE SEE WALL DET.4 /LS � — A DRAIN Av7LET AT BASF OF WALL DA r /GHTED INTO GUARR" SPALL SPLASH BLOCKS 5' WALK/1111[17Y EASEMENT SEE - ail FOR RETA /N /NG WALL. I (DRAINAGE SHOWN "HERE FOR CLARITY) 5' U TY : S GRAPHIC SCALE 20 40 1' +* 40' PIPE /N EX. ROADSIDE DITCH COPERED W /6" OF 2" TO 4` QUARRY SPALLS WATER COURSE EX 18" CMP 8" SO 12 ">D 5 4014 C8 39 e EDGF or AsP#14 � (Aa4A4'O1ED) AtnE P#E F LO %:: L9:; Alf ACOESS a' .,tave. - "Cw S7141'Icizofir ► NO.' hit £TS r ie /4424;E: SAID C O ER�T le&+, iL1IL' 29 2914 4C 40,4 18 41 46 ROA0.90( WIN AN ALLEGRE ENTERPRISE CS 4; . 8 5D ALAl2 Y A1ATL El& 5 V 2 2 1 8 46' 2348 B :4; Si ,3r 2 1 2 0 0 2 1 0 61 fB "S,.. 21Q 4 2C4 75 Zoo '' (875',) 20005 5 185 7 3 18 '85;? 16'' 13 (12 "vat; 6 18969 18609 '1227' 7 17477 :71/3 (11 171.66 (12710) 8 174 43 /71.40 (8 ? w',' 9 174 53 171.7? ('8 S( 10 /L 915 18.154 x '12 27T 11 18.210 /7579 (12 - it',; 17569 (1s' S£) 12 17.9 JO 175 41 ' /!" SE '7533 (12 7WM,' SS". 13 188 35 !84 42 , 12 Mt') 14 18120 176 84 (12 SE, VE,' 15 17785 174 11 (12 1 74109 ( 227 16 175 81 17.155 (12 NNj /7336 (12 17 17455 17050 (8 174 97 170 04 ' VfERF :.OM' REV, 175.00 (8 NM.' i57. 89 E), 160 67(36 NM':Wf! 160 67(8'0W) 18A 17545 166 45 (8"5)V,, '65.95 (12 i%WYj 160 65 (36 Nit SE NE), 160 54,'8 NE 01/7) • 7 z2a . ^ , M , , - , ^ 5S .-' - 874 - 7 "Vii!,: 188 1J5 77 72 5 'Z 74. " '2E. 131.24 e SW) 22 23 ' 2x - ,: , 2A(T)P %) .30(TYP I/) 7 VAULT 304 Ti? 31(, - //,, 1 3/A 31B 31C(TYPE 1 /,) 3; 55 54 55 56 37 57A 38 39 40 0 Of OO 12 "SYI .'2' SD CATCH RASA' DATA iv mar ar wet NIP011r WOW ARE PRESENZ) 77r 95 121 71 '5 .1 'T.. 74 _94 149 22 144 14:226 14.6; '44 07 P. ;7 /,E/dOVE 15490 15555 156. 15. 62 14869 15C 33 145 45 17653 17/.21 159..97 15269 15267 40A 153. \ 4, 15/72 \ 42(TYR //) \146.49 \ t -� M£.T 43(TYP //) 106.26 VAIIL 44 220 64 \ i Ale 1 \ c a5 46 RE 5 50 I Th /E 141.36 (125; 1\ 1' 14131(12' i I ARO RA � L R49 — 169 71 13006 12-44 '/ Clz .d/i T 00116''! EX PilfR75) EDGE OF EX ASPHAL T W '/; r' ,'72 W 1/955 f121yE; 255 .'LC • /5254 / tff! U WA TER COURSE S 137TH STREET I EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY EVERETT PHONE 334 -50 SEATTLE PHONE 715 -6140 / 36 :9 , L V£,. 145 24 %12 131.44 !.J6 vIt 7.1 /2 (36 NW,.! . 77 (36 SE' /4.'. 61 (- VE.?FL OW ELEVJ 7 34. - (12 NWJ 150 31 (8" NE OUT) 131. 96 (56 S2;) (N ACCESS (M/C•25LE ACCESS) /S CCESS) '35 2 136.72 152 80 (12 NS 151.80 (12E' 150.0(12 10", 148 5 2 EXI571NC) 14749 (12 145 74 /12 'it"), 14f 64 ('2 E) 14531 (12 "27 W) CBJ,'5 RIM 175 74 (12E) 166 58 ( ''2 ° N„ 166 3' (121V, 16626 (12 E) 168.10 (72 S) 15737 (12 ), 157.27 (12 1 149 59 (72 Sif}, 149 14 ( NW) 150 43 (JVEWFL OW LEVJ 140.9.3 (8 AlE OUTJ 14082 (56 SE,SW) 148 50 (12 SE, 8 VEJ 141.45 (36 SW) 14 1. 35 (56 442 14868 (8'514! 139 85 (12 "E), 139.77 (8 158 07 (15 %V) 105 76 (72 Sift; 10100 (15 SEJ 102.91 (15 217 85 (W) 165 12 (8 SIV • 128 17(1575E) 128I.4Rr15VW) 4 et3 PI) I �oo R/W ' i tk.vk SI� 4.• 1/41 C 18! 62 (12'6' ) 13815 (8 51#9, 5' U11L /TY EASEMENT 15' POW IF C? it ORAAVAGE ESA/T AN 1f4ZS lo' UTML /TY EASEMENT \�/ 5' UTIL /TY EASEMENT \ `\ \\ \ \ •\ \ \ 1#1a5 33 3.7 5' unL /TV EASEMENT WA TER COURSE N N SOUTHGATE PARK % "� EX. SAA M/ If9 - 39 RE 187 7 /E 181.6 EDGE OF EX. ASP//AL T SPEC /FRCA770NS ALL Now SNAIL SE AV CairDWANCE M►1H MS DOT (APMw) STAAVARD FUNS' AML' .SPED R1CA IAGNCS ADP Ra4o, 9 , AM 4 t4Wt PAL 6121571 PUCTAX car La' TarM[A PUBLIC moors SE"MER COKS7RUCTION AND LeifZA°I NT STAA4'ARDS AAV VAL KC SFMER GKS7RCT STA VAIRD .SP17. P CA! AGWS A/AAPA2E3 .SWALL BE 48 - AVOY zukri 1P, 1l 1 MN Ea:MI IC AMES 11,E AU.CMA & Itfl 1 /T Lip' THE AMER ASOar 1?E COVE S VALL 6F 24 AVfAS= 6%a101 %' 'RAW AAV WIER BASS" SErizw SHALL CW/TA/N APR FA61141lt"N11ID IOW? A!AS:S SUPPOPTED PLASM' LIVER Sr 6;/ LAMES? LID OP FOIJAL. ALL 414AM2ES .9/ALL 6F QSIA/1 WWZED Ja 1I,LC CROW/ OF 175E .SEMERS 1fAE' RI ERT OF ME LX/1ZE T SEWER .SHALL BE A ANN11 1/ L al FrEr %iZOM' 77,F al/cavity MEW" EZEVA1OAM ALL MA SZVES SVALL HAWS LAZI IPS AM SAFETY STEPS SEMEIP PIPE 9/ALL SE PK ASIA/ D -X?4 SVR NOTE AS -BU /L T /NFORMA li N IS AS OF 9/30/99. MANHOLE LIDS IN PA 1'E"A/ENT ARE IN ATP R /A/ ELEVATIONS MAY CHANGE AFTER FINAL LAYER Or ASPHALT PA 1111ENT HAS BEEN APPLIED £X. SAN MHf9 -31 RE 2084 /E2O2.2(8 "N, Sc! W) EX SAN MH f9- 32 RE 2371 It 2301 EX Sole Yd /0--12 — • 10846 1!r , v 90 (s ' Sf a .1 E 10024 (s' GMT NJ Ex cac ..� -..r kt 6N6'POPTr LAZE - T)P !RACY Sr) NOTE ,SEE SH1S C -15 41 C -16 FAR AY /LES \\ \ 1s" (114 ,64,7 I A \ \ MD 27110 E3rT . \ \\ \ \\ ' \\ \ � • \\ `Y \\ ZG \\ N 1/4P TRACT "A" t NORTH GRAPHIC SCALE 0 20 40 1" a 40' 130 DI VE EX A PHAt. (A8 i WATER COURSE 6" S /)r - --4 PIPE CA TA WA 1FR C Z#'SE 2 955M EX 11712' 4 5 5 5 6 1 73' 7 2 61,E 11 10.30A' 19 1055.: 9 884X 10 3.352' 11 11 98X 12 14 95X : B 662 14 529X 15 724' 18 152012' 17 5.452' 15 2 242 EX 14 46X 19 15 '32' 20 1222' EDGE D>< EX. ASPHAL T 4/Ahr'OiErA,'4 4 4 .5 6 7 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN :; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE 334 -5018 SEATTLE PHONE. 743 -8140 B I'R; 9 118 117 10 17227 76 17 1 4C 18 12090 1.9 186 C9 20 EX. SAN MN /10 -31 _ — W STREET 1461 /E 1341 (8" /N) /E 1333.8 (8' Our) EX SAN MH /1D -32 RE 14985 /E 14211 (8" IV) /E 741.45 (8 "S) #L 14135 (8" E) R/!Y W QRT EIE' 17169 15.9 77 159.55 18141 17304 17287 17129 171 19 169.63 16955 166.96 16672 18720 /7042 170 13 16372 16542 '5922 r1POM MH 15922 CROW MH 'C% 15872 ("UV 147 9) 1 45 142 95 142 6' 15548 135 '8 131.90 (A MH 14) :'177 7FR')M MH 17) 13141 (OUT) 146 73 13547 13532 11750 110.95 17563 (FROM MH 20) 17554 (F1?0~! MH 8) 17514 "OUT) 19758 C -12 7) 4,....u.s CE, NITER N O CO 4 0 0 0 w 5' 1114LA'AT1ITY EASEMENT STANDARD NOTES ASP& If" 'WY STARE,/ 917' 6 CONTRACT SMALL FLIRNSH ALL MAMMALS - 4r see (At x m0 COAVEVE 10ORN6 1-rxriE(111xR) 1 - f4� IMF x R) 1 - r NEJE (111 x 47112,7£ 81.01XNS 1 CONTRACTOR IS RESPOMME F CINTROL AT Mar ac" STAXIM 5 02WRACT4' SNAIL i%6141 EVIIIPME7VT iV ACCORDAACE MTH MANUFACTURERS RECOMMENDATIONS D 025 SPECA9CATIONg AND I2TY O' 111101R.A STANDARDS a AU GATE VAL ICS 10 BE ANARLER. AU HYMAN TS 1 V & ARA2LER cAsr eav MCCRAW& zwr ant cvapaggs Rativaw. 2 CONTRACTOR SNAIL NOTIFY ASTRICT &AWED? A MAINIRIal OF 48 HOURS PI A0101412 Or ALL RBZESTS ADP SE4A14/4 1E37Na 619 hieFEDROV • CXWTRACTUR SNAIL FLOW/ SWF MAIIINVS ID? APPROVAL IIIIERE REWIRED BY 1NE LIFTAIL ..SFFOFICATR218 AAV FDY VARIATION MOM Re I7■12111EITS LeSISAC 11. TAPPM SUE .9IAU BE" A/LaLER CAST PM CV EPDXY CVATED STEM CV? ROVAC SST MIT?? STAMM STER FLANGE: 12 CVNITTACTOR s6 RESPONSME RAP kfTark1NG ALL EXTTPIG PPE 7)fte3 AND WES F C01/11AMS COAWECTIOACS WT-i% S AND L/W TAPS 21 ALL VAL 14 AWE IOWAN'S AND MMUS 10 TM" AArTE7? STD° 10 BE A2L/0ED AS PART t7 4L AND PI/APTY TESTS NO EXCEPTIONS 24t TRAATV CVN1PCE SHALL BE RI ACCORDAACE 1110/ C OF tuntizA RECII4P1711EN1S IA AU PIPE Mn APARTEWANCES 10 BE TESTED TV RIMY 10 FEET ar ANY 02•9%E7$ P2W1 4 MUSS OTHERNISE APPROWD BY ENGINEER. 211 ATE "MAST &OWNS SHALL Etc PROMED AT AU BEAM 712"4 VAL hf M OTHER APPOTTINAACES NHERE RITERNAL POWYS REDLINE RESTRAWT: *COMO SHALL dr kV ACCOPDAAa" MIN g, 025 STANDARDS 27 Tar 1FSTTIVC AM DASOWEDTION OF Thr WATER SYSTEM SHALL BE IIIReSSED BY 1. APPROXIMA 7E LOCATIONS or LUSTING UTRITES HAW BEEN OBTAAIED FROM A VAAAlkE Reams Amy ARE SAVVY/ AZif? CCW11574191M 02V7RAVVR .9 BE RESPONSIBLE Ft7R If7P072A1TCW OF LOCARON SHOWV AAV i ADISSZE A2DI1ADNAL LITILI1E3' AVT SHORN .92 AS ID A WV DAMAGE M D57LIa94NCE liir COVTRACTM SHALL CONTACT THE 1111_11E7 IINDERGROLPAD LOCA 12W CENTER (/-800-424-5555) AMP 717 LUNGS THE 010 REPRE3E711:41714 soma & CONTACTED F r A URL/TY Cl2WZ/CT EXISTS 7 AU WATERMAIN APE SNAIL BE DUCTTLE PON aASS .5Z fl'?-71 .A2WT OR MECTIAWCAL CEIA71T-Lher (AN g A?!. 41 EXTE)M ca41ED 034L TAR MITAKSil A6TALIA1At2V 712 BE A' ACCORDAMar MTH MAMArACTUVERS RECOMAEAVATTOMS ALL R771 .SWAU BE CAST APCW AND SHAU CtIAR21741 TD APPLICABLE PORTA:WS Or AA19 STANDARD A21.14 A21.11, 8182 816.4 AAV A21.53 ON A A0PW6441/ PRESSTArE RATING Or 150 PS AAV ITC BE CEME7VT-LAWSD 1..1 1/2 FOOT MAVAIRIM OMR Of' ALL OPITERMAIN APES 14 PEWIOPETT 10 PAY FD? STA1E C01.6 AA49 Q'TY ASPECT/ON FEES 15 ALL ME LOCA 710AS 10 SE COMMUTED MIN INTER DISTRICT 1725 SZAPE/?avinizevr 16 ALL EXISITNO FRE MVITAN7S AND MANS 10 EC OPE/TATIOAAL PR/OR 10 COMAILWCEieNT OF cassmucncw. 1Z NO OUNCES ARE TV BE MAX' IIITHOUT Illfr77EN APPROVAL BY 1Tir « j1125 57.4°ERIV11742- 17VT OR &STRICT ENCIWEER AAV 7M WY OF wormtA PIA9IJC ROWS EM2IVEZ7P. 22 AA221967 PROCTM 02IAPACTICW AAV MOSTIAPE CONTROL TEST REZIEAFTEV AAI9 COW'S Or MST REAM TS ..SU51#7w 717 OSTRICT ENGINEER ALL COI/PALI/ON WV? PA&ED AND TRAFFIC AREAS SHALL 6V" 95V MAAIRAV DEMSYTY 4,122rAED PROCTIN PER Aso,/ 0-1557 ALL 0771•? AREAS 117 90X MAXIM/ armor AA2511rE9 PROCTOR. ALL REMOkED HYDRANTS SHAU BE OE7.11 10 1M DISTRICT YAW BY 7HE CONTRACTOR 1 - A•/WICIAW REIIE• ASSDAY 015 IETAI 1 -S225 "lel rm�JJw ar 2s. XVIT IP /•OWN OIFSET OF WATER ^00RSE NOTE GEFLECT 114TERMAW MAX OF 25' P49? •CIWT AS M227E9 1D LOCATE 10147ERMA4V AS avaccw av PLANS WA 7E, cat sz I W 5 CONCRE 1F OR/ frE; CONCY?Eir irALL CONCRETE WA L CONCRETE STEPS REIIIITIE a leo CONCRETE DRIVE COMIC,' EX S' I/ MEI, 8 a 1 /1 1 - r x x ft) Male #1 CMCRETE ROOMS 1 - I/WIRNIT AMWAY Air 1010 NORA ORAPH/C SCALE 20 40 1" -= 40' D 151 80 A '%‘ \,,/ , r cAr 1 - rail miti 1 - r X S REIXCER (AV x - MDRANT ASZKEY (57:5' CONCRETE items • 50' LOSE OF EX ASPHALT I EXPIRES 3-15-00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALL EGRE E N1 ERP RI SE EVERETT PHONE 334 - 5018 SEATTLE PHONE 74.3-8140 .44 0 z W N 0 d z V." is) REC ENE° '41r 96152.00 0- 13 • Side Elevation Rear Elevation Side Elevation El 0 - � ...-- - `- may,...... fi r... ,�, .. -•F- -• �--• rte. ., _ - c 1,1 r t v 1 M -.. ,s....M --mow -- .w • '►'�>'" -j ' w' af+° ^Y'. - F';1 •-tr , t t • : , sr .. �_•'�".'# �,� IiI Ih�i'IIIII�ii I I NN ' I , i r amnesia ��,��61 I.a OlINGIGHO ea IR • ■ U UR SS ■ MU • S A 111111111111116 S!e ■ ORS NO a ram u i as sea 'a s..-.. a ail a'41446 r u uia poor HI ` I +�- --- ', ) h�, ;' ' 1- 1 71 f / `� ' i , , , e; _„.„, , _ _ 1/, \ i I 1 • \.j 4 � t l 11�. ``�' 1sL5 / X - - v li. 1. . `� : �`• -_- 1 , � \ \. , `� ,\\ . I.. -,. y ..,; st, . r „ • • a 7 . tf J; -- 1 DUJARDIN Garage 18'5'x26 0' © COPYRIGHT WORMING WORK CI Storage oporms c iiii l Office Office Lower Floor Plan Kitchen f=� Dining 11'0'x10'0 32' -0" Dty' • Porch 19'6'x6'0' UN ,� (0) OOPYIMGR GHINOUMrp WORT( KAMM AMOCIAT!{ MCIRTICTG Family 15'4 Foyer; _. - Livin§ 12'0'x 11'0 • Main Floor Plan 1 1 1 1 1 T t I ! ' f,,: i 3 - i I \ 1 : ,,\J Y� 1 • rt- - �� ' \ \# '� -' - i= I - ------ F . ,1! t ----------'''' 4- I V „� \� -' ( I 0 PLAN #1843B FOSTERVIEW ESTATES UP i SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL i • - t. 835 SF 866 SF 1b2 SF 1863 SF GARAGE 637 SF DECK / PATIO 117 SF SQUARE =DOT AGE iS 'IE- »SURE- - O - .,E OU'5IDE FACE OF STAIR: ARE COUNTED ONCE -N CAL.DJLA - IONS OPEN TO BELOW SPACES AND GARAC.E5 ARE NOT !NCLuDED IN CAL DULATiONS. M. Bdrm. 1T0'x13'7” DDi 6i COPYRIGHT UNP ILISHED WORK KAPPLER ARCFUT!C'TS P.Q. i 1-J Bath Bdrm #3 107x10'1' Bdrm. #2 13'11'x12'0' DRAWING INDEX Al. CODE NOTES A2.1 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 Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALT SCHEDULE Upper Floor Plan • ,1 Vi W} W w V1 e9 0 r , 0 Z 4 a U 0) 0) z 0 cb w CD C co ( co co t(B NO. : 9908324 BASE PLN B ?00 -072 SHEE r COVER SHEET 99083., 4 rCCE0VEo p<WILA ,, n n t - ER r STANDARD CODE NOTES Date By Desaipti� I / _ _ __ S079 kr '%) tOSILRED ANCl1ll1 tl JOHN KAi'PU:tt L A11 Oi WASmN410M �"''_---'— THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS CO COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT = ego ; PP b J A 1 =i 6 -s it : s1tiq u i s f jij 1 41 "41:4 11 111i ii ii § a 1 1 WIZ; 1 Vit7114 Tlill 1 ; 1 1 :1 1 i . ill ;11111111111111111111 NO s 11fl R I I o pign 1 q qr !POI 1 1111 b 11 i. `k i s o ii S S A slq W WI iffil/F-To! g--1411_ (P q r W P eti F 14; 1 1 4 1 1 1 4 14 i y fo j 1 10 A „.15 ; 0 0 11 W; 3 r V a V' ! a- - V 2 8 Y r I 1911 1; ilyll 11111 Tt ll'§ �a g i! I OnmVOM 4 § 4t ',134 ;Q 1 1 441 I I e tr U Kappler Architects, P.S 1,-;11: iitiliiguliti I 0' I!. 1I !Ia i N Q 9 11, 1 h Ia I _e ii li" '' 4 " 3 - 9 J J Jfl i ps i q j i t 4! 1(,: ! Ili i !PI 1 4 - 101i:it+ R, J1 1 w . .$ ,", i 1 6g !I I!' i le 0 1 i !.16 Jiliii ,al 141; 1 '1g iv : ; 4 ! 0 4 !Ili! P4111 I a i 1 it 1! i * 4 U li tj t H g 111 g li % Q 6 s g 3 11! I R ii I re 1) o i; it IdtsI_ /1 A 11: a Ji XW * V 1 1 li r 1: ! q 1 ; 1 V 1 1 11 a 1 l 1 1!,44 a_ 9 i i 4 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641-5318 i N t to P p i o 2-t1.4 i 10i ! It qi c [IP Iu La I ti '0910 1 401 = V Eli :� a� ig dw S 4ta 14( 0 !Hi a J g S I lqi I 3 a 1 A I le 4 . PD ►N 01-0 I g a I t:ft Mt Iiii i -- 1 q - " -i o > v nv il:411 I` i t i ai 01 0 1;11 'hi 411, 0 191010 v fp i iti i a 1 1 4 i 1 II b V gir I ir 1 i l 1! i 114 I 4 cli 11 1 H i i 5 12 i Li 1 gg !g ° A. ✓ if 2m IS 14 DI D1 J DI r L (FP -1) SITE DETiR tINED r I 1/2, 1 r- I r I I DECK LINE ABOVE - I66i r 19, -6 ••' Garage GONG (FP -3 16' -9' 19' -6 1/2' ( F -6 ) ( F -8 (P -16) UN P- IT SYMBOLS AND LEGEND "VW - C A C -C E . e c '- -u►t:LE OUSE FAN Ar C> 'T*K ✓ �.-E .01.e SE E a+..5 FAN CO C•D *! T 4E}Z'•OS -LT • 30• tix /E F IC/ SMOKE DETECTOR P ER C w T- BA•TEIr" SACIC..P NI-EI ONINECTED "*r :4 - 'ER - O _I-C_= '"EG• -4r: G.: 1.....1"• 113 AND E-EC RC,r:.,. 15`'5'E' FOR .NITS: F"ER 15* 5E'E S+EE .41 I I A. PIRO /!'DE 6' D .:YE ER -RES. A'R ':AKt FRO CX'S D:E "C JR. .:i'R ESL: F+.RN..CE '. oi-oR - ED B •'RC / 'E " - EXF'ANSiON T.:I 4644.TE}E 5 •..ATER .:E..TrR -^ PR-17 SEC' 0`.4 6283 D °RG /-7E _ NE A _ mI � 1 47! 32'-0' 3 , _ 2 . P -2 FP -16 Storage GONG II' -9 IT 12'-5 P -15 12' -5 1/2' P401-16V FOUNDATION /LOWER FLOOR PLAN Seals I /4'.I' -0' 5'-2 1/2' 5 1/2' •� —HOLD EXXITERIOR STEP m/ SLAB I/2' BELOW PLANTER BIM PLATE. K in � — + T.O C. AT 51-1 ' "i,' I BELOW MF 1 MOTE: SITE SPECIFIC FOUNDATION PLAN TO BE MCLUDED WIN EACH LOT SPECIFIC PERMIT PACKAGE (SEE SITE PLAN' FOR SITE SPECIFIC STAIR CCNSTRCJICN SEE SITE PLAN 4 SHEET D4 4 ' 8 DI 1 GENERAL FRAMING NOTES FOUNDATION KEYNOTES � -L CF -a SEE COVER 5-EE' FOR GENEF'c NOTES ANC RE""ENTS 2. SEE '"pG MATER -15 _ S' Oh SECT•Q'Y Ss•EET 3. SEE Cc r£RS -€E r!JR : __ NOES WO* RE'-'EN CONCERN '‘,G NG hL E_E : - rR A- .t TL55 D£5iGh SEED 6'02 S.-€E' s. -. - SEE r 2'0 C • - - - TR..55 S°-:.\ °Esc - - SS -- oCR Roof c_.:.N 5 i c v :4' Jh.0 R;/,.7c ° -- Ex - ER DR P ER E. - EVA - 'a . i IN OR °ER SEC' Ov q:. -_ ER _ 2x4 ✓E+2' e RCCr T ' _ :.K OVERr+.:.G °cR ROOF AND :2, TR."" - ER a . DS O1 R - -C' .h0 5_E / �� a _ _ -- CONCRE E S __ 8 Foc NG. SEE .. E' . 1FFGR-.: �.. SEE_ r 3 5.-E='" --- CONCt E E -ALL 6 • E m \. '2'x6' FOC 7 .S- SEE _5 sDR ADD:T O SEED ✓. 3 5-.EE .:- CvCR "E SLAB. ON GRADE S- __ BE 4' --+ STEEL - R. LED =iti'5- 6.6 - 4xi:: „A.F PRO CGr - tEJ E-.CsE - DCOR SEE ✓ 3 S-EE 6x6 PCS ON DB66 I 413CVE 5_ •o ^,+.; 36' 36 ON 5C-•D SLABS - E L.: 4) '4 3 -R SEE .. / 3 5.--EE CRAWL 5° -GE /EN 5EE CA-C-2.-4 ON BE_OW. SEE v ' Al 2,42 DR 3,4 s !E' UA.0 '4' 1"'N ST ▪ _ENG- - - °Etc - x 5EE ✓ 6 5-'EE- .+- 4x10 BE.. _;NE. \. f. 20t CONCRETE -T END SEE D. v 6 S--EE 4x4 c'05 'SC.;S °05' AND SEAM wIT■ 2.4; ON 30• cE_• ON G0T'NG ...N.C. 4.6 .CST s SEAM S °. CE 1 O5:' `/` CON - NECT CN ' .CS - o = 0C "VG. °=R DETAIL ' D1 SEE D /. 6 6 ^'iA B'_.+CK ° O."E'-" _ E' E C C...ND COVER ON GRADE. SE_ DI /. 5iIEE -- =__ECTR'_ AL SER✓ CE PRO ✓ DE . c SC- ■ED:._E GONDu'T -OR E_ES - R'CAL SER/ CE AND i 5.8'c2E CN s s - ✓AN'ZE D ROD 'OR ELEC'R C ' _ .:sRC..ND'NG. SEE D•v '.6 AND /ER . S'TE COND ` ONE ▪ BOCK Ou !N S - Em FOR DOORS, L 4 vAC E - C `5 REG -RED 18'x::4' CRAW_ 5 °ACE ACCESS. INSUL -'E AND Uj - -ER 5 SEE C v 0'002.2 S -EET A -121 PRE: SURE 3LOCK'NG O= SAmE SIZE AS AI:,;ALENT JOIST 24'x24'x • ",' =GO - ING ON SOLD SUBS L W :2) '4 5 -R _ CH ..,AY OR :2' STRI°' FCC "NG PER DE - AI._ ( Fp_ ISS 30')(30'x-' 'i :- .0C - LNG ON SOLID SUBSTRATE :2; BAR OR 'S' STRIP FOOT'NG °ER DE 16 36'x36'x12' ~.;' = CCT :NG ON SOLID SUBSTRATE W. (2) •4 BAR E.: C- L FP -11 STUB STEE_ '2' 'NTO SLAB 6 !2 FLOOR ..;01S SEE DIY 6 S1-EET 4x8 BEAM _ NE, 50_ .^ BLOCKING BETWEEN OVER S4P °CR SEE D vSION 06 ;00 Se-SET A -1 PROVIDE SOLID BLOCKING TI -.Rl, S`'S -E- 'C PROVDE SAFE ABEL Cc SEAM SUP °OR - AS -ABOVE AND BELOW SEE Div, 6 SHEET =_! MIN. CLEARANCE =RC"'' CONCRETE AT END Ot= BEAMS EXTEND PIER ^ +!N '8' BELOW SURROUNDING GR4DE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND F'O!NT LOAD FROM ABOVE Q� POINT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TR,"NSFER!NCs nowt.; Q POINT LOAD TRANSgER'NG DOWN UJ LOADING Lze r Le 1-IOLD DOWN WITIA SIZE DESIGNATION Qv 3Txx WANNER POINT LOAD TRANSFERED KCKER VERTICAL STR.:,F WITI.. SIZE DESIGNATION TO BE USED ON FL OOR BELOW HORIZONTAL STRJ° WITU SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDExED NUMBER -- EXTENT OF 5«IE,R WALL T Dt= S.IEAR WALL WALL ABOVE f•• WALL BELOW NOTE, UNLESS OTUERW'SE 'VOTED ENG!NEERING AND = 2JLG..LAT Ch8 ARE NO '-'ROV DED IN -.+ESE RWiNGS. • 4 cis - ) 003. 4 CO V J CO C LC CD CV 00 d C3) C LL 0) u co j N Lf TITLE B NO 9908324 BASE PLN 6200 -072 SHEET A2.1 1 �F.c-'vso .r\! 2,, 4 �>7 r - r! HANGER \ OPTION D + ij — USE 2x811t'SILL • DEAR RCN WALL. MAIN FLOOR FRAMING PLAN Scala I /4'.l' -0' r F -8 I ALL FLOOR JGIST ARE: f' ii8' TJ1 1SP 5 . 19.2 o.C. SEE Div. 00102` {I S FRA1'11NG HERE G ATE NG IL. DOt 16'1 I GENERAL FRAMING NOTES I F J C F -5 l F F -14 L GEE CC , =R 5•-EE' =OFR GENER.:. Vo'E5 REJ. 2 SEE ' =._ �A'ER . 5 .. S' ON SEC - '0.. SHE;`' 3- 5E= SCvER5HEE = OR - -_ NOES -7-NC IZGQ...MIEN'�S CONCERN ("'ECHA;:' :. :_ N 4 'R:.5s DES C P" "�j -4 0 AN 5-OwN SEE ✓. 6 :22 SHEE - TR;55 _ Q Cs SEE ' oCeC - - rE - 1.Esc occ es_ .J�,S - "q:.SS '"PE PER RCJC.J= :►r[a a �. 5 = R.."'YsSP-1.0 Vs :- -- - C. 6. R - EX OR PER =_E IVT =_R C.: QER SEc , c* R^-'= q '-`'L 2x4 vsc•=` AN: RAKE O.J 1Q. -`."Cs PER RCS P. AN. 4x10 °q ^ /':,E -o ER 57-7: c 4 -e• S='.:\ .Nr; '2. -R - .ER - -2' .hC SEE D ✓. e'6'O[' SHEET I FRAMING PLAN KEYNOTES —� a C= K =R ::I VG . x:, 5Cs - ARE _ A5 SEE D /.•S r-i: R_ ,ED 'TON • L. - -- ✓1 ''Jo is - O �R ROOF VG -POE �c FR' ALIGN EDGF c - O: °` -In- =ACE OF ;iiAL_ VS+DE =-:GE 0= BE-." :,'•. OUTS'_^.E F- CE O= •=Li UPSET - SOTTO'" cc BE-="" E /E\ ;., BO - '0' O f JC'S' L' 'OF O= BED =_x =NDS ,:P .=SO JUSTE F -6 JC E _ NO - C° ° .. E FR .z. W NE'-ES \"C ESE_:..`^ =OR 5UFP0R - . - C Sc'_CE /E \` SEE C- +LC:_A' CN SEE D / 2'222 SHEET ( — F,_pOR 0 - SEE SC- HED..LE DWCs. l F 8 J SEE D I v 26'0e' S-EE_ = ��1 SEE ELE /.+- ON5 AN 5EC - ION5 FOR SEE °RESSuRE B_OCKC�,G ` / 06 5-IEE' F -;;Su - 5C OE BEAD- E /E\ W BC'TO"" tr F _I' J OF .:pisTe I F -I ` EX = C5 EA! L-.5 -O FD „0 AND' BE=-"" - - o C RE r j ' ESE —.7ui —cC .,0�5 v _ , 3 ) AL. CU, 'OR 7 ' 7 /AC OVER 5 AND SEAT' i3u1 DOLIN BE_C',., 2X6 C ✓ERFR._. - NG ■2 4'CC 2X6 CE'_'NG JOIE'S € 2z' CC l SYMBOLS & LEGEND POINT LOAD FROI"' ABOVE • POINT LOAD FROt'' ABOVE w' LOADING POINT LOAD TRANSFER!NG DOWN Q POINT SFER!NG DOWN Wi LOADING HANGER 1 -- POINT LOAD TR.ANSFEREr. BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION Qv' DESIGNATION OBE USED ON = OOR BELOW Styx— HORIZONTAL STRAP WITH SIZE DE91GNA 1 INDICATES BEAT CALCULATION WITH fNDEXED NUMBE'Z EXTENT O= SHEAR WAI. L TYPE OF SHEAR WALL r - WALL ABOVE 'WALL BELOW NOM UNLESS C? 'VOTED ENGINEER'NG AND CALCUi.A - IONS ARE NOT PRCViDE: N `+ESE DRAWINGS SHEET z V/ W rn (T O 1+1 C oo o Z C Z w -T - < 0-1 a U O z a C) .1) (C) CD C'J ▪ (0 S LL OD C6 x CO V _ ▪ n _ _ o 1 - _t3 CO ▪ ll r D Q. TITLE )B NO.. 99083.24 BASE PLN B200 -072 A2.2 NO. EE t r 1i<,A11.A 1IT r':NTCR 1 lr i it II V2' GLt, r L �I r lr lr j lr -- - -- lr - - - -- ''',:::::%)' I �fi1=. j 4 l r lr l it lr it JLDBL'L 1 - - ' . - - o - • ' i .... . J n J ,/ 5 '\ .: ':...:.:::., 6 2✓4'x28 5 1i9'x191R' L B L J L 1 1610 N ' GLB _ I - ... a. 1 r i'r Tr PL 6 Tr 12 IT lT i r i r ?0.91• 19r l d 8xl r i %41 :30 x•/4 All r l r 1 1:7-\ re I ` EXPOSED AGGA C CONCRETE LANG ANZ Is/ 4 BAR AT6' EAcw war, 2' Al TOP OF WALL. - __1 ..- �>7 r - r! HANGER \ OPTION D + ij — USE 2x811t'SILL • DEAR RCN WALL. MAIN FLOOR FRAMING PLAN Scala I /4'.l' -0' r F -8 I ALL FLOOR JGIST ARE: f' ii8' TJ1 1SP 5 . 19.2 o.C. SEE Div. 00102` {I S FRA1'11NG HERE G ATE NG IL. DOt 16'1 I GENERAL FRAMING NOTES I F J C F -5 l F F -14 L GEE CC , =R 5•-EE' =OFR GENER.:. Vo'E5 REJ. 2 SEE ' =._ �A'ER . 5 .. S' ON SEC - '0.. SHE;`' 3- 5E= SCvER5HEE = OR - -_ NOES -7-NC IZGQ...MIEN'�S CONCERN ("'ECHA;:' :. :_ N 4 'R:.5s DES C P" "�j -4 0 AN 5-OwN SEE ✓. 6 :22 SHEE - TR;55 _ Q Cs SEE ' oCeC - - rE - 1.Esc occ es_ .J�,S - "q:.SS '"PE PER RCJC.J= :►r[a a �. 5 = R.."'YsSP-1.0 Vs :- -- - C. 6. R - EX OR PER =_E IVT =_R C.: QER SEc , c* R^-'= q '-`'L 2x4 vsc•=` AN: RAKE O.J 1Q. -`."Cs PER RCS P. AN. 4x10 °q ^ /':,E -o ER 57-7: c 4 -e• S='.:\ .Nr; '2. -R - .ER - -2' .hC SEE D ✓. e'6'O[' SHEET I FRAMING PLAN KEYNOTES —� a C= K =R ::I VG . x:, 5Cs - ARE _ A5 SEE D /.•S r-i: R_ ,ED 'TON • L. - -- ✓1 ''Jo is - O �R ROOF VG -POE �c FR' ALIGN EDGF c - O: °` -In- =ACE OF ;iiAL_ VS+DE =-:GE 0= BE-." :,'•. OUTS'_^.E F- CE O= •=Li UPSET - SOTTO'" cc BE-="" E /E\ ;., BO - '0' O f JC'S' L' 'OF O= BED =_x =NDS ,:P .=SO JUSTE F -6 JC E _ NO - C° ° .. E FR .z. W NE'-ES \"C ESE_:..`^ =OR 5UFP0R - . - C Sc'_CE /E \` SEE C- +LC:_A' CN SEE D / 2'222 SHEET ( — F,_pOR 0 - SEE SC- HED..LE DWCs. l F 8 J SEE D I v 26'0e' S-EE_ = ��1 SEE ELE /.+- ON5 AN 5EC - ION5 FOR SEE °RESSuRE B_OCKC�,G ` / 06 5-IEE' F -;;Su - 5C OE BEAD- E /E\ W BC'TO"" tr F _I' J OF .:pisTe I F -I ` EX = C5 EA! L-.5 -O FD „0 AND' BE=-"" - - o C RE r j ' ESE —.7ui —cC .,0�5 v _ , 3 ) AL. CU, 'OR 7 ' 7 /AC OVER 5 AND SEAT' i3u1 DOLIN BE_C',., 2X6 C ✓ERFR._. - NG ■2 4'CC 2X6 CE'_'NG JOIE'S € 2z' CC l SYMBOLS & LEGEND POINT LOAD FROI"' ABOVE • POINT LOAD FROt'' ABOVE w' LOADING POINT LOAD TRANSFER!NG DOWN Q POINT SFER!NG DOWN Wi LOADING HANGER 1 -- POINT LOAD TR.ANSFEREr. BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION Qv' DESIGNATION OBE USED ON = OOR BELOW Styx— HORIZONTAL STRAP WITH SIZE DE91GNA 1 INDICATES BEAT CALCULATION WITH fNDEXED NUMBE'Z EXTENT O= SHEAR WAI. L TYPE OF SHEAR WALL r - WALL ABOVE 'WALL BELOW NOM UNLESS C? 'VOTED ENGINEER'NG AND CALCUi.A - IONS ARE NOT PRCViDE: N `+ESE DRAWINGS SHEET z V/ W rn (T O 1+1 C oo o Z C Z w -T - < 0-1 a U O z a C) .1) (C) CD C'J ▪ (0 S LL OD C6 x CO V _ ▪ n _ _ o 1 - _t3 CO ▪ ll r D Q. TITLE )B NO.. 99083.24 BASE PLN B200 -072 A2.2 NO. EE t r 1i<,A11.A 1IT r':NTCR • • r r a 01 GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1855 SF ;22033 SF 11.8 % SF 5 :7ALCULATEC .s51wiG T1-E REGLIRETENTS SET FORTH P Ti.E :4454-tWGTIQ4.1 STATE ENERCs"• CODE REFER TO A:C'TIONA DOCL •E*f'A O•. TO SUPPORT M'1ETkODOLOIGY OF cE c - ANGE COt"IPL ALICE ill 4 1/2' i. 5 - 0' 4040 50610 SC:D. _ i ti ki IKitchen VINY 1?: -3 1/[' 8-3 . - -L=: REFER Patio co'vc 6' -!' 1/4' Covered Porch WOOD 11 -3' VINYL II P -9 DESK 1 1x6 srN PED!sTAL K , itPwdr. it)wc 4 ( P _112 1 Dining CARPET 3' -9' I' . * 2 C P -12 4 - 0 . FAN- D /N - c c., -a= -5 _:•.rte - Se c - - K.'D...EN oC c - --r -uI H OLE -.O E 'F.. 00 Cam '-' ti /TM 111 -o..SE Ex.. -..5 FAh CONINEC"ED - .::4 -.CUR -*ER - 00 '.ER►' - •:.T • 50' .480/E FLOOR IQiv SMOKE :.E - EC - OR PER ..BC - _ - •'Y_ E -0 FAN a 1'19 C -Nt3 SY5 _OR .,e. PER D / :5,6 SEE Si.EET A 4F RO / DE 6' ✓ AmE .R FRES- A-R ''.T:.Klr =Ram R - sr2. :.Rc c E\,^' - Rt.'RN4mac -- " OTOR ZED c_'1.. DAMPERS B PR..,' /'::E THERMA_ E7rP.7AS .1 Ti... 4‹ - :T -.:TER c STR ATER - .EATER - 0 iR,:."^:WG AT - OF .;M ec - ot•'- °E' ./PC SECTION 6085 PRO/ DE ° 2 SSAIE RE. 'EP LINE D„s DE 32 ' -0' I P-4 ■ ! m 4' -10 1 /4' ( F-12 SYMBOLS AND LEGEND 32' -0' OUT FOR [ SOX S -vENT 1050 - 81D1A. DOLLS* ON .18' 4-4Ka1-i HALF WALL 2x6 WALL ,RETURN AIR DN CLG TO BOTTOM OF STAIR r 6x6 POST i 1 I 1 1 - T 13' - 1 /2 . -, b !/2• ' i' -6' Family HALF WALL Living P -121 CARPE - -1 - �' - ------9 12' - 11' 71.1 / ' Entry ' OPT. WALL +t PR OF 24t ' I L -4DtLD _ C DOORS w/ OPT. DEN 3E 1 N. P -12 12' -10 1;2' , ' -!I MAIN FLOOR PLAN P -15 Landing CONC. P -16 DOWN TO GRADE kale 1/4'.I' -0' 9 e ' I 9 c, 1 FLOOR PLAN KEY NOTES I rP i GENERAL PLAN NOTES P -2 l I P -3 -4 P -'2 P -'3 P -15 LF-T) rP -241 1" SEE SO /ER ...EE =OR . CaENE�c.. NOTES AN, REQ.. RE\ - 5 ERG'" Ar.0 w -_• oki SEED ./ ._ SHE E" - 3. SEE . NG =.E /AT a FOR -.NCO.. f' _R.:T•ON SEE ^• / e S-€E ...- 4 SEE TY"P!CGL r_ ER 4...5 _-5 ON SECT S--E 5 SEE DOER 5.:=E" FOR __ .4C•E5 - sc. 'RE CONCERN `G "'ED....A•ti :-a:. o -4me mss, AND ELEC - R CAL S=PAR.:. ON- CE _ tiG5 .:R~ -= _ 5•E ;2C"'"" Fc,� �. - C 5.4E = 5 -'5 -PP_ _ I _ _Rr T'4...S5ES AND T, =_OOR ,O,'5'. , _ SEE SEE J ✓. ?+OEL5. 5.•`c .. 1 3 8' *"'^ c_ C' '7 F ".... - ^ S=_ 7_05ER TO `a : _ G- P • c SEE 27.. ✓. C1QG' S E - a'A -35E ` \0 E5: PER. SEA Oh ' ":0.1 E. F. SEE - EE-..DROOm' t. -'27 "' N. 3 -2' ;Q . M:N. DE° - _ R SE ' '.. 3 - C "'Ax 3E -'' -:: NOS'!3. - 4\DR4:_ • 2' •.,. "O 2' m-x DROSS SEC' ON D!" -N5 0\ 4N7. • 1 . „_E::.G =<^ __. -.'� Rr - ENDS. yS - RE B_✓ K �1Cs S - R'NGE 'OP \D 5.0- _.� AD , -CE\ DOVER -SABLE SPACE -iNDE.R S-' R .., 5 8' -"°E ' <' * CE _ iN'ER"'!ED _-c n - _ ,-Erb 5 -..__ BE SPACED ,., _E 55 ` -- BETWEEN 8:•_..5' = RS /. ozo2s, 5.-EE" -- . SAFE" !s_A` \G PER SC SEC` ON 2406 e..:: NDO S - . _ : -• 4RD OF O RS C....ND0..J5 .: - ,.ES - *1D S-^t ERE, C GL DING- '\ DOORS E F. 5 O= - OP OR 5C - TOM OF S-A RS SEE D! v. OE800 5. 4-* EGRESS 1,, NDO;., PER 3C SED 310 -- 1 SEE D 2860E +EE - -- ( P -6 !GN "=RS =0R SAS - ' :°OL �ICES N GARAGE TO EE 8' "'N, 4B^. /E TOP OF SL-.° SEE / '5 51 -+EE" -:._' CO'✓ER _ Ai_S 4.^, 4CEN `C - ,BS - C i 5■- .0..ERS --. NON- AESORBEN` "^=a'ER'::.i - C 72' ABOVE DR4:N 4_ETS SE_ D../ 09250 S+ -IEE' 4-• • LAYERS OF =LOOK 5,+E=-7%--ING OVER R � :'� ,0' N , N . RUN _ ''IORE - \ : 3- RISE! - NDR-:'_ REQUIRED °ER UBC, SECT'ON '006 S ACCESS. NSLLATE AND wE4 - �ER ST R Q. SEE D'v. 0'0022 5••EE' 22'x3C' -'- C SP4CE 4CDESS ..■ 3C' - 'E4.^. CLEARANCE. 'NS.L.A'E »ND WE4T STRIP. SEE D' ✓. 0 5+--EE" ..- FLOOR `*A. ' =R -._ BREAK LINE WALL LINE 4E,' ✓E WAL_ L'NE BE_OL FIREPLACE_ 455E"'i8_'% NOTES: A. DIRECT VEN` =!RE -_ =ICES PER ^ r-G. SPED.'-1C--.TONS S•- __ CONFORM `0 UBC RE "::J SEE D v 01002.8 S.-.EE • 4 -' B.:ERG E -RANGE F''2EP_ ES S+•4LL CONFORM" `C UBC RE u.'R` ENTS. SEE D'v. 01002.8 S-.EE c. 1 iE +RT -. S - : _ CCNFOR7' TO USG REQUIRE - TEN - . SEE D1v. 01002E .4ND 9 S+ -.EE" A D. 5/2' T`'•PE 'x' .:su-E ON --OUSE S1DE OF C4445E DLCSuRE ^- FR/2:0F SHEAT-»ING. SEE 61TE PLAN FOR EXTENT OF •,,.;LKS 4ND DR ✓ELF,.=. - Te 3' DIAMETER STEEL POST 36' GUARDRA - PER LBC 509.2 A. 4` STAIRS SLOPES A 36' ABOVE 5 •7AIR \OS.NG5. 'B YEN FOR CLEARANCE ALL SIDES PER LBC SEE DIV. 15 SHEET 4 - PLANT SUELF UPPER `-ND LOWER LINEN CABINETS SOFA'" AREA INTEGRATED MAKE UP 41R 2x6 STUDS w, R -19 INSUL 4TION MIN. SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 866 SF BASEMENT 162 SF TOTAL 1863 SF GARAGE 637 SF DECK / PATIO 117 SF SQUARE Foot AGE :g MEASURED 'O '•+E OUTSIDE 'ACE OF WALLS. STARS ARE COUNTED ONCE IN CALCULAT GINS OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS M ■ ■ z 1:4 Q ■ CO C r,. Co o i•. ‘gr." c L_ U E CD .. C • c !) CV V L.1 1111 ' 17-7 TITLE { TT : 99083.24 »2� SHEET A3 99083., 4 RECF NE° Uri C V' hrl `Z 4 I('1; PERMIT CENTER a • • 0 "7 I 2x L SOLID B.K'G BTIW JOST5 - 11/16u9_I12'p5L AR Irb UAL • ROOF LflE - 9 A i d A I- 1/41x11 -1/8' - IVG L VL IJALL UPPER FLOOR /LOWER ROOF FRAMING PLAN *Nulls I/4'.I' -0' r -8 ALL FLOOR JO15T GRE: II 1i8' T.)! 150'° * 192 o c. SEE DIY. 06,00 START / FRAI ZING :4ERE J 2x6 EafTRS Wi 2x4 CEILIN's JSTS DDl -15q I GENERAL FRAMING NOTES I C_ 5E_= c rER 6 =OR - __ : R~ NO ANC 2 SEE '`"°" rte.. r.A 5 _ 5' OR SEC - O►. Si-EE 3. SEE : /EIRE r-OR -t NC .rC 'R SS D>c5c#. a.. '".\.F - R.55 PLAN S. -0.1. 5 FOR CsENER _.: .�.T ?•L� SEE D r 6'eC 5-EE' SEE -. r. 0re22' 5.€E "R-55 5C.:N PER =_C - 'R 5S ocR ROB NG °_ :►. 5 RO'c= ="'*Cs 5° -': NS 24' o c. uN C 6 ROOF = 'C•+- EX ER CR PER = _.E1/:] JN \zR C t °ER EC 0N R =-E - -:,:L 2,4 8- R ✓JF '.:'i dti: E_+� O'✓ER..• +NG- ° ER R^ - EA:;ERS ARE 1 ORC /OE "R"--"ER c- - r -C 4 _2' ..\ . \D • - R.,+ ER 5 . .:<.5 Or ER - 2 • .h SEE a".' r. e‘'.2 S-EE A-' I FRAMING PLAN KEYNOTES , SEE D ✓. S. - <- C F - ` ( r E_5 l F - 4 t5 DE `.0 =_ SE :r' - E.. - TO- - Or BE.:" E � C= BEA"" EX JO!5T5 F - TC� ^- 5c.:.'.' BC CL A -- C SPACE 7r-_ 5.c D ~ ✓ P; CN 5 - == - - • C!-8 FLOOR ;C 5' - SEE SC.,-.ED:-,LE DWG. SE E �' ✓. ?i6' = = -o l SEE ELE ✓A ON5 SEC - ':DNS FOR P_A - E -E :,_ l F - PRESSURE BLCC< G ` , 5_E Df ✓. 06 - CO 6.-E = FLJS++ - 5C - OM OF BE :J- EVEN ;:J/ 50 - ' - C" Qc .i0!S'S ..CIST AND B = AM Ex'ENDS :.OWN BE_OL...,CS - S BE._:'• 5' BELO. 'O° O= _O'c 'C AL-OW FOR -✓AC C`✓ER SEAM AND BEA". 5U1" DOtiN BELC .:C - 5 - ., 2X6 C ✓ER.R. "ING • OC 2X6 E _.'NG JO1Sr5 c 24' DC SYMBOLS & LEGEND PO'•4T LOAD FROt*" ASCVE POINT LOAD FROM ABOvE W/ LOADING °DINT LOAD TRANSFERINa DOWN Q� POINT LOAD TRANSFER Ncs DOWN Li LOADING r of t� �QY j�i� P� i t vs' * -- ' °'' HOLD DOWN WITH SIZE DESIGNATION �� VERTICAL STRAP Witµ SI DE DESIGNATION _z*?' TO BE USED ON FLOOR BELOW 5txx 14ORIZONTAL STRA° WITI.. SIZE DESIGNATION INDICATES BEAM CALCULATION W!T.J INDEXED NUMBER HANGER POINT LOAD TRANSFERS: Bl KICKER EXTENT O= 54-4EAR .ALL r,-PE OF SHEAR WALL ABC'✓E I ""'fir .ALL BELOW VOTE: UNLESS OT- ERW'SE 'C'EC ENGINEERING ANC CALCULATIONS ARE NOT PRCvIDED iN TNE5E DR.+WINGS. w I SHEET A4 99083..4 RECEIVED nr n rhWl! A n A ') Il I I t r VT I \ SO7 � WEGIS1ENlU `� ANCMiIECI I , x; 1i '',4, I AH DUJARI 1T • 1T 111(141 Ts I Kappler Architects P.S ibtrl beuevue, vvasnington 98007 (425) 641 -5320 * Fax (425) 641-5318 S � TITLE )8 NO.: 9108.3.24 —� B ASE PLN B ?00 -072 a • • 0 "7 I 2x L SOLID B.K'G BTIW JOST5 - 11/16u9_I12'p5L AR Irb UAL • ROOF LflE - 9 A i d A I- 1/41x11 -1/8' - IVG L VL IJALL UPPER FLOOR /LOWER ROOF FRAMING PLAN *Nulls I/4'.I' -0' r -8 ALL FLOOR JO15T GRE: II 1i8' T.)! 150'° * 192 o c. SEE DIY. 06,00 START / FRAI ZING :4ERE J 2x6 EafTRS Wi 2x4 CEILIN's JSTS DDl -15q I GENERAL FRAMING NOTES I C_ 5E_= c rER 6 =OR - __ : R~ NO ANC 2 SEE '`"°" rte.. r.A 5 _ 5' OR SEC - O►. Si-EE 3. SEE : /EIRE r-OR -t NC .rC 'R SS D>c5c#. a.. '".\.F - R.55 PLAN S. -0.1. 5 FOR CsENER _.: .�.T ?•L� SEE D r 6'eC 5-EE' SEE -. r. 0re22' 5.€E "R-55 5C.:N PER =_C - 'R 5S ocR ROB NG °_ :►. 5 RO'c= ="'*Cs 5° -': NS 24' o c. uN C 6 ROOF = 'C•+- EX ER CR PER = _.E1/:] JN \zR C t °ER EC 0N R =-E - -:,:L 2,4 8- R ✓JF '.:'i dti: E_+� O'✓ER..• +NG- ° ER R^ - EA:;ERS ARE 1 ORC /OE "R"--"ER c- - r -C 4 _2' ..\ . \D • - R.,+ ER 5 . .:<.5 Or ER - 2 • .h SEE a".' r. e‘'.2 S-EE A-' I FRAMING PLAN KEYNOTES , SEE D ✓. S. - <- C F - ` ( r E_5 l F - 4 t5 DE `.0 =_ SE :r' - E.. - TO- - Or BE.:" E � C= BEA"" EX JO!5T5 F - TC� ^- 5c.:.'.' BC CL A -- C SPACE 7r-_ 5.c D ~ ✓ P; CN 5 - == - - • C!-8 FLOOR ;C 5' - SEE SC.,-.ED:-,LE DWG. SE E �' ✓. ?i6' = = -o l SEE ELE ✓A ON5 SEC - ':DNS FOR P_A - E -E :,_ l F - PRESSURE BLCC< G ` , 5_E Df ✓. 06 - CO 6.-E = FLJS++ - 5C - OM OF BE :J- EVEN ;:J/ 50 - ' - C" Qc .i0!S'S ..CIST AND B = AM Ex'ENDS :.OWN BE_OL...,CS - S BE._:'• 5' BELO. 'O° O= _O'c 'C AL-OW FOR -✓AC C`✓ER SEAM AND BEA". 5U1" DOtiN BELC .:C - 5 - ., 2X6 C ✓ER.R. "ING • OC 2X6 E _.'NG JO1Sr5 c 24' DC SYMBOLS & LEGEND PO'•4T LOAD FROt*" ASCVE POINT LOAD FROM ABOvE W/ LOADING °DINT LOAD TRANSFERINa DOWN Q� POINT LOAD TRANSFER Ncs DOWN Li LOADING r of t� �QY j�i� P� i t vs' * -- ' °'' HOLD DOWN WITH SIZE DESIGNATION �� VERTICAL STRAP Witµ SI DE DESIGNATION _z*?' TO BE USED ON FLOOR BELOW 5txx 14ORIZONTAL STRA° WITI.. SIZE DESIGNATION INDICATES BEAM CALCULATION W!T.J INDEXED NUMBER HANGER POINT LOAD TRANSFERS: Bl KICKER EXTENT O= 54-4EAR .ALL r,-PE OF SHEAR WALL ABC'✓E I ""'fir .ALL BELOW VOTE: UNLESS OT- ERW'SE 'C'EC ENGINEERING ANC CALCULATIONS ARE NOT PRCvIDED iN TNE5E DR.+WINGS. w I SHEET A4 99083..4 RECEIVED nr n rhWl! A n A ') Il I I t r VT I C_ L: C. • 3 4. 5 3' -'! &2 r � LJ 2040 ROOF LINE BLOW 5 -4' 4' -l12' S' -412' Ii' -6' 1 I 1 1 - 9.- - ►+'Jr'�5 _•.I 5C -< ' . \ 'OC !•"'`. -00.0LE ..OUSE AN 100 CF*" P"sf v*06 d►+0.£ - OwE Ex...:.5' c,% cad4EC'ED . 2 4 i - . ' - - .►R" ""'h. TC 1- +.4EIR - CSTA' • 50' .04/30 0£ FT-00 tl?v sr-OKE DETECTOR F'ER .Bc "4 H G:) 5" FOR s'` °'S. ° !ER r +5.86 5EE 5..'EE" =. A . R'RC r DE 6'r. _...E "ER =RE a...: R P0201- 0 - 5 :JF_ - C - Q. -. R ° Eti..^' F42.- -CE .y T � -1 0•0 4 ¢ F-0. =4.' B. F i'C= Ex°_'S ON T.'.'VC :.T LIJATER C - OF --NV BC--O• PER ..AC SECT'?v 606 °RG /^.E °RESJUsE FE_EF A 32 - x' 2040 `A CARPET C r P -3 SD MI) 2/ mi I { $0 SYMBOLS AND LEGEND • ' 3 '! 1;2 5._5 1 5 -5 ; 2` r - I LJ 7 2x8 WALL FOR H -VENT 1=� 0 r 8 -9' Hall ( F-18-1 P (P-5 P -11 1 Bdrm #3 CAPE' 6@ BP. Bdrm #2 CARPET 2 -6 ' ,r 12'-0' T -3 1 R4S '- UPPER FLOOR PLAN 5' - -9 8 m '9. f 2 SLOPE J \ STAIR _- / i C' • I FLOOR PLAN KEY NOTES C 1 AN' - :E _ NG S GARAGE 5 DE T = _coR 5EE D v. 0•222B --E - (- P- 3-e "' N 50_ C ; DOOR C..CSER BE SEE D'v E �c _ 3 DOi-sq I GENERAL PLAN NOTES F - G FP-16 1 C P ( P - IS 1 g ) 0 _ _ _J [P -22 ( - 3 ( - 24 t ' - • t SEE CO /ER 5-e = OR AY. GENER. "40!E5 GL 0 E•Q.. 00E '- - -5 2 . P ERG` -NC :. R O . c _ = .FOAr° SEE ♦ °S- E_-E .. 3. SEE E.E /G7 ON FOR _ OFER.:. ON SE=_ D` r 9 b-€E- . 4 SEE '" °'c& "G'1:Q 4-5 - 5' ON SEC' On 5• -€€E" 5. SEE CO S-€=' FOR zL "C'=$ =ht REQ. R \'S :.rOFRN NG FC•r.'J�:G1.L °....w "G -:\ E_E ='R S'A R =6SE"+43_.. • SEC' (023 - E_--DRCf'- ` E -3 _ _ -- . '\ ; -0' B. -47 FA 75 2 ^"'!r ° - R SERE, 8' "- x C ,Gc "' \ 34' - :0 ".:.x 38' =BZ'/E '-JS VCs - -:-NDRA _ ' "^ N. "0 2' *"Ax CROSS. SEC 01 • .2• D. \S -.- =;RE 5_^C< NG .:.- S'R'ti 3tt 'OF E. CC.E.R ..54B_• S° -GE .ER ST4', R 5 -, (PE • BE SF.:C =• - -E55 _.:.\ - _ -. \ SEE /. 0:002k .SC SEC ON :406 C. • WI- 7.0,...S S•40WER£ D. GL :'NG \ D 302 ° • \ 5 OF - OP OF E3C S =E D V 088 ^ /' S--EE EGRESS . (NDO °ER :SC SEC''CN 3'04 5EE D v. 08600 5-4EE .i- IGN 'FRS =OR - -5 'RED .-°OL AVCES \ GAR.4C3E TC BE 8" ^" ABOVE 'OP OF SLAB. SEE D /. '5 SE=_ CO /ER - 0 5 --- \O\ - _BSORBE \' TC '0' -+5CvE DR \ !VLE'S. SEE D'/.09250 S -EE C2 .• - _>'!EQS OF =_OOR 3- 4E::T: -.-NC OVER "'Ax. RISER •O' ""\. RUN 'F ^^ORE :3; R SER •■ - \ci.R Q.1 RE °ER USC, SEC ON '006 S4EE' A- E'x: -' CR. °ACS - GGE55. 1N564...4TE AND WE- -+ER S'R'. SEE v. 010022 S- 22'x30' -' C SP -CE ACCESS W 30' AE:-D CLEARANCE. NS„_ATE AND •WEB TAER S`RIF SEE D r'. 0 S-1EE7 C C R L E R S R E A K N _'N=_ WALL NE ' +SC /E WALL LANE 5E._Oil; FIREPLACE ASSE""B.."' \('E5: A. DRECT './ENT = RE°'_ACES ' \S - ALL aER '"PCs. SPEC :-'CA O''v5, S+-4L- CONFOR"' ?C JB:.- REQ'L:RE TENTS. SEED v. 0 E' E3. ZERO C-E -RANGE FR= aLACES SI AL CONFCR^' `C UBC REQ;..RE" IEN'S. 5EE D v. 010028 5.-EE A -1 C. ■E -:R - A S--A_L CCNFOR^' `O UBC REQL'REMENT. SEE D v. 0 N.^. 9 S 4E A - D. 5 %8' TYPE ') ' Cs..ue ON . -ICuSE SIDE OF CASE CLOSURE T: ROOF S-'EL 4NG. SEE SITE PLAN =0R ExTENT 'J= LALKS ANC DR: /EWA''S 3' DiAME STEEL t'OS 36' G,.ARDRA PER uBC 50'12 A. A` STAIRS SLOPES AT 36' ALSO -/E 6"4•R NCSINGS. B ' VEr SC "!E ! .+L CLEARANCE 5iCES P'ER uSC SE EDI'i.15 5 + -EE °LAN' 5:4EL. liF AND LOWER _ NEN CABINETS SOFFIT AREA INTEGRATED MAKE OF 4:R 2x6 STUDS w.' R- q INSULATION i z Q ti TITLE n9 NO. 900E4324 B ASE PLN B200 -072 SHEET A5 990, 3., 4 S ROOF VENT CALCULATION BASED ON 3 2 -VT WILES PER VENT BLOCK ROOF VENT CALL= BASED ; weC SECTION 15053 TOTAL ROOF AREA 862 EF /300 .87 SF OF VENT AREA REQ 50 % AT EA 7E . 144 eF REQUIRED 50 % 4 36' (MIN) ABOVE EAYE • '44 SF REQUIRED 5 ROOF JACKS AT 50 SQ. IN. EACH =250 SQ. IN.. 174 SF 49S LF. OF EAVE VENTS AT 52 SQ. IN/ LF. 257.4 SQ. IN. =179 SF 1 GABLE END VENTS AT 18DIA x s 24 SQ. IN...17 SF _ GABLE END VENTS AT x • 50. IN..O $F 2 GABLE END VENT AT 24 DIA. . 58 SQ. IN...81 SF TOTAL VENTS PROVIDED ROOF JACKS s 174 SF EAVE vENTS s 179 SF GABLE END VENT$ s .97 s TOTAL SF CF VENTS PROVIDED . 450 SF • AREA MAY SE 11300 IF A vAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 15053.2 • EFFECTIVE VENT AREA BASED ON A 30. REDUCTION DUE TJ 14' MESH CO C) • • 2 ; f' 1 L. .J ROOF LINE BELOW D2 Ad A r okI6 q D2 UPPER ROOF FRAMING PLAN 1.:1 112' I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I --- BACK =RA" ,• -E _ =.5 i . - C 4__ =OR - /AC SEE D /.B ( _ RAKED °C*. - ON - OP C _ C'1ER ROOF n.r. vG JP°ER F -6 L C J F-:1 F -12 F.1 l SEE :C /ER •-. FOR A GE'ER NOTES AND RED 4E- 1E...TS 2. SEE Tvp ,.A -ER, __ S _ °ST ON SECT , ON S►•EE 3. SEE CC /E2 -EE FOR NOTES ANC" REQ_ lE""E•. 7 CONCERN '+Ca "= CHAN%C -_. G J" •G AND E_Ev'R �.4._ 4 '4.55 DES CO. p„ --4N.s 5 H•tJ. S .OR GENERA_ _.1 0 SEE /. 6'02' - 'R SS _C Ys SEE D .. 0000T - SHEET -- C - T R-55 5°A\ .ER =_COR CANS - T YPS. PER R.^.OF�2A "NC,�!.J. 5 RO FR `C3 5°._!' `G :4' c c. 6 ROOF o - - E,r C .ER __,E /. -TtOh .LATER OR °ER SE .ST 2,4 YEW B ROOF _ RAKE OVER- A ` G PER ROOF oA.N. y 9. A__ uE -D:E. A 4 .0 .= % FR^ / DE , 'R `"" =R S -° TO 4-0' SPAN AND 2 . TR wER ET-De O" R .- - • SEE D /. Cr. C2 E--EE - �-_ !sN NE DE =ACE OF BE " J" Ol. 5 E FACE UPSET- 5C - 'J' Or 3E.:. E./EN� 5C O" JOTS -N^ •Oo O= 5E_ • =_xTENDS 1P 4BO`/f JCS' TO= OF BE=" S BC' - C" J0 • ' 7T :,''- \O - ^O _AT=_ ' I ~'..- ,� CcNT ER `y!S mEYE.ERE \TG BE-, =OR ADEQUATE - SEED C.. _' CN SEE D • /. 2'022 5--EE 4-• = ,;C S' - SEE SC.aED ._E D .mss. SEE D' 06:00 EE- SEE __ E / - ON° AND SEC` O' G FOR °_...'E r E'er °RESS&RE 5LOC <)N• SEE ✓ 06!0■ SHEET 4.- FLLIS -• - BC Or"' 0^- BEAM EVEN .r/ SOTTO*" OF Jc s C° O. SE-."' =_JS -- _ TOP OF JOIST ..ND BEAM EXTENDS SOLI. SE-Cw JO'S'S O.° OF °E 5' Sc�O4. '.^.a '0c )C 5' - C AL _OW FOR - /AC OVER BEAI`" AND BEA" BUMPS COW 5E_CL 2x6 OvERFR.:." NCs :4' OC l =_ 2x6 CEILING JOIST'S 24' OC 0 POINT LOAD PROW •=4:30, SYMBOLS & LEGEND Q POINT LOAD FRO" ABOVE W." LOADING 43 POINT LOAD TR..'aNSFERING DOWN ti / ' POINT LOAD TRANSFERING DOWN u;' LOADING � HANGER POINT LOAD TR.-1NSFERED BY KICKER ra � . Q HOLD DOWN WITH SIZE DESIGNATION 1 Q VERTICAL STRAP WtT+ -1 SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION � INDICATES BEAM CALCULATION WITH INDEXED NUMBER . _ -- EXTENT OF SHE.:.R l:•.+LL TYPE OF SHEAR ,CALL WALL ABOVE Y J w4LL BELOW NOTE: UNLESS OTUERWSE NOTED, ENG'NEER!NG AND CALCULATIONS ARE NOT PROv'DED IN T HESE DRAWINGS 4. z ti c w ai r �i _ LL - CD • Ci ;n N ✓ � '� ▪ n > L(3 ti -- -,:i- CV CD C TITLE n9 NO 9908324 BA SE PLN B200 -072 SHEET A6 99083., CO C) LCD RECEIVED - • <:rT W).' May 2 4. PERMIT CENTER 24' D+A GABLE @1C rEN' 12 11 SIDE ELEVATION 0�0 b' EXPOSED +4ORZ. 31C INCs 12 11 - 1:12 *14N FLOOR SIDE ELEVATION TOP PLATE __U11N 142R. I - 6T_ L ' � � UPPER FLOOR TOP PLATE ` UIN. 4pg I �r_-�k REAR ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. SHINGLES (DIV. 010005) BUILDING PAPER: (DN. 7) 30# BUILDING PAPER SHEATHING: (DIV. )6 7/16' OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN SOFFIT: (DIV. 1/2' RE -SAWN PLYWOOD OWB: (DIV. 9) S/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) WOOD SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) 15# BUILDING PAPER SHEATHING: `DIV. 6) 7/16' OSB OR EQUAL FRAMING: (DIV 6) 2 x 4 STUDS AT 16' OC INSULATION: (DIV. 7) R•13 BATT W/ INTEORAL VAPOR BARRIER OWB: (DIV. 9) ur GWB FLOOR CONSTRUCTION FLOORING: DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: FINISH PER PLANS (DIV. 01003) 3/4' T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2' RE-SAWN PLYWOOD HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE: 2x2 OUTSIDE: 2x4,2x3 24 UNO D2� I N .1 Bdrm. #2 Foyer (DINING BEYOND) TRUSSES PER PLAN Hall FLOOR JOISTS PER PLAN Garage BEAM PER PLAN FOUNDATION INFORMATION FRONT ELEVATION Bath SEE SITE PLAN FOR SITE SPECIFIC Kitchen (BE` OND: W.I.C. BUILDING SECTION A-A scale l/4'.I' -0' TOP OF PLATE WIN LIOR NW- so UPPER FLOOR TOP OF PLATE MAN FLOOR GARAGE FLOOR TOP OF PLATE Scale I/4'.I' -0' poi -! 4. W= d H = W h 00 0 1 Z Q 0 1 : 1 - j - O (1) 0 z 0 0 TITLE '3 NO. : 9(83.24 BASE PLN B200 -072 SHEET A7 4908 ; 4 X Rim Z ml `\ APA LATERAL RESTRAINT PANEL 1 I ) 3 /8' =1-0' FINISH GRACE TOP OF DOWE. FOUNDATION DETAIL 3/4• =1-0' ►40 BASEMENT SLAB MUST BE PLACE PROR TC FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB ]2' CLEAR 2 -2x4 o LTES NAL SHTG TO EA o_ATE 5'8'•AB al, MN. "" 0 u_h.0 ON SNP SG+EE) 1 _1� III =, ,= I 2' CLEAR X E T TOP OF J -BAR ' F 9iz z p E Olz 0 SL ►11 TOP OF FT'G c lp de = li ."- .M. -7: •Y 7*-• I / o' ,r - -0' FOUNDATION DETAIL 3/4' =1 -0' 2x N • • 2X4 'OP oL.L'r GARAGE DOOR -Pk MN ARM PLAN NAL SEL'N•rI 'C • CE y. ea NA.S • 3 CC • SAN :_.._ _OC IIk•C a s4R / `. Wh P 2 244 5 '.G'S -NAK SHEATHING _ ed RAILS • 3' C: 'D EACH SAC MO ON Sic SCt4ED NAL 80 N4.S • OC • A... PETS, •CRS 1 51105 UNO Sic ..:,LL 5OEi 2 2.4 Al' AIVY SHEATHING JOINT 46 OS ° 5HEAT•:NG `+ 1 STHD34 5'R: ° " E ANCHOR : TO BOA1C F/ ' 6€'C -P AFTER CONCRETE CJES LSE 38- 16c0C V8 NAILS EAC, LAO 5'8'•xi0 AB. ; k :5D'X.116' S.Q. STEEL PLATE LiA5HERS • 4 -0' OC_ ' Dw. 3 S+ -+EEE -: EXCEPT AS NOTED ON 51- EAtdUA�L SCHEDULE EMBED '2)'4 B4R • TOP '4 vER' E.AR • .' oc FULL WEIGHT OF WALL (Div 3 SHEET A -I, '4 vERT .; -BAR • 6' oc 'DIV 3 SHEET A -I) DAMP "ROOFING DIV. 1 5HT 41) '4HOR:_ BAR •10' OVERLAP (MN) (DIv 3 SHEET 4 -I) TIGHTLNE STEPPED FOUNDATION DETAIL 17000- 0elo0-12 4' PEW. FIG_ DRAIN W /FILTER IN 24' GRA'✓EL BED. (DIv. 2 SHEET A -i) (4) •4 BAR CONT. (Div. 3 SWEET A -.) 501_ D SUBSTRATE 4' GONG SLAB OVER 4' ROCK OVER vAPOR BARRIOR 42)•4 BAR • TOP '4 vERT. BAR • 10' oc, FULL HEIG4 -IT OF WALL (DIV. 3 54-EET 4-!) VERT. J -BAR • 5' oc (DIv 3 SHEET 4 - •4 HORZ. BAR • 10' oc (DIv. 3 SHEET A -I) •4 BAR • 12' oc (DIv. 3 SHEET A -i) DAMP PROOFING ' Div. 1 5NT Al) 2' CLEAR (5) •4 BAR CONT (DIv. 3 SHEET SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OvER VAPOR BARRIOR 1tIINKIB $ tHIII1l lIIH III — EIIIIII= u nQ 1 1 M111 11 -= ililil li : � ill 111MSEIWIlr3 ll? III1Mlin III'�IIIIIIIIIIII II • A 5 /8'•xiO' AB. U✓ 2'X2'X3/I6' 5A STEEL PLATE WASHERS • 4 OC. DIv. 3 SHEET A -') EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. ---ADD BARS TO MATCH REINFORCING PER PLANS •• e • LINE OF EXCAVATION 03300-00000-23 N.T.S. 03300 - 00000 -26 11111 11_ cam: II CRIPPLE WALL ® FOUNDATION 3/4' =1 _Ti CRIPPLE WALL ® FOUNDATION 3/4• =1-0' PER PLAN I -31` - LOCL't SEETHING .OKT • GOrr'tON , IB BEIR y _ _ CRIPPLE °ER p'..AN CANTILEVER FRM'G AT FOUNDATION 3/4' =1-0' TJI TYP. FLOOR FRAMING PER PLAN (Div. • SHEET A -u BLOCKING OVER BEAM BEAM PER PLAN SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN -- - -- MAT FOOTING PER PLAN (2) CONT •4 BAR Rx" 90•10 RIM BOARD 1.3 I' CONT. SOFFIT VENT 1/2' RESAILN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS A35 RAMSET TO FOOTING FOR POSITIVE CONNECTION. PER JURISDICTIONAL REQUIREMENTS. T`'° E- TERM IrL.IL C ©6' RLC TON PER F_ tk . D b 5•fE' A- - LO ATE 5/€4TI* ..0•4T • COOPION 'E!'EBR SEE FCUJlD4TION DET AE(5) 1 06100 TYP- EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 SHEET A -I) TYP FLOOR FRAMING PER PLAN (DIv. 6 SHEET 4 -I) SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT • COMMON MEMBER 1A 69 POST /FOOTING CONNECTION 3/4•4-0' 08100- 03300- 10_7J1 L T 3/4• =T-0' • _ . • I I � y ( PER I PLAN iLAN i FOUNDATION DETAIL FOUNDATION DETAIL 3/4' =T-0' FURRING DETAIL SLAB ® STEM WALL 3/4• =T-0' *TP EXTERIOR t.6._ C•ONa'RL'A RN 0_4* 'ON bS V A - t 4' CQNC OVER 4' ROOK OVER vAPOR aARRTA C IiNGC *WATT*. TX10 TREA• PLATE OFFSET 3A4' SEE FOUNDATION DETAILS B'' BUILDING PAPER HOOKED END MA50N7`•vENEER TIE TO FRAMING Ev. 2 501 FT. (DIv 4 5i -eet Al, MASONRY vE1EER SEE FOUNDATION DETAILS RIM BOARD 'EE FOUNDATION DETAILS 03300 - 00000 - 18 TYPO.:. EXTERIOR W! CONSTRICTION PER PLAN 'Div • SLEET A -1) r AIR SPACE GOVT FLASHING WIEEP -IDLES • 4' -0' OC -- TREATED 1 W SILL (Div • SHEET A -1) 6' M VERF u1/ GRADE CONTOURS r - 3 I/2' 1 I NOTE- THIS OPTION CAN NOT BE USED R AT 5HEAR WALLS. PLAN 04200 00100 TYP FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -I) TYP EXTERIOR WALL CONSTRUCTION PER PLAN (Dlv 6 SHEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER BLOCKING OR JOIST • WALL VAPOR BARRIER DAMP PROOFING (DIv. 1 5HT Al , SEE FOUNDATION DETAILS 08100 03300 21_T.11 TYP EXTERIOR WALL CONSTRUCTION PER PLAN (Div 6 SHEET A -I) 4' CONC. SLAB OVER 4' GRAvEL BED (DIV. 3 SHEET A -I) TREATED MUD SILL (DIV 6 SHEET A -I) 08100-03300-03 3/4• =1-O' HANGER OPTION f b' )b0000 FOUNDATION/FRAMING CONNECTION FOUNDATION DETAIL 3/4' 4-0' 1 3/4' =1-o' EXT DOOR AND FRAME Di'✓ 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REAL (Div 1 SHEET 4 -I) NER✓ESTRAL FLASHINL, - — 4' CONC. SLAB OvER 4' GRAVEL BED (Div_ 4 5.•)EET A t) 2x 2 TREATED 'RESNOLD TRR' RIM JOIST TREATED '1D SILL (DIV. b 54-EET A -I) '4 "ER' RE - SAR , R - T STEM WALL STUBBE: N'^ S_4C TYP. FLOOR FRAMING PER PLAN. (DIv.6 SHEET A -I) EXT. DOOR THRESHOLD DETAIL FULL WIDTH TREATED MUD SILL HANGER PER "1FG TYP. FLOOR FRAMING PER PLAN (DIv 6 51-1EET A -I) EXT. DOOR AND FRAME , DIv .8 SHEET A -I) DOOR THRESHOLD FLASHING AS REQ'D 'DIv. 1 SHEET A -I) NERVESTRAL FLASHING . _— 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A -I) TREATED MUD SILL (DIV. • SHEET A -I) I AIRSPACE TYP. •4 VERT RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3 /4• =1-O• _T,11 TYP. FLOOR FRAMING PER PLAN (Div. 6 SHEET A -U TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) TREATED MUD SILL - — SEE FO 1DATION DETAILS 06100-03300-04_TJI FRAMING /FOUNDATION CONNECTION 3/4' =1-0' ._ TJI FOOTING DOES VOT SLIDE IN ':115 CONCIT)ON FCCOTNG SPANS HORI ZONT AL L7 L_ FOUNDATION DETAIL 3/4' =T-0' FLAM P?R TO _S TE I M !UAALL ITN FRAMING PERPENDICULAR TO STEM WALL • 1 4 tr 2x2 Jf3A6' EII FEE_ PLATE RASHERS • 4 -t OC Dr/ 3 SEE A - E#EP AS VOTED ?. 7Edfii, . 50- *&1 r - p. c_!- 't :OR: BAR C' OC -6' CORNER OI AP D / 3 SEE' A- •4 .ER" BAR SAYE AS STUB STEEL SPACING (Dr/ 3 S-+EE' A-!) ...'1'P°4YP44 / ' S►€E E -I ) •4 S'E STEEL MO F"G • 6' DC. (Div 3 SHEET A -I) 4' PER' FTG DRAIN WATER I :4' GRA /EL BED D / 2 5 G ) SOLID SUBSTRATE (2) '4 BAR LOW ) DIY 3 SFEE' 4 - 1 U'•vlT• AB. W/ 2' "X3,16' 5Q STEEL PLATE WASHERS • 4 -0' CC. ' D v 3 SHEET -- EXCEPT AS NOTED ON SHEAR,A ., SCHEDULE ' MIN EMBED '4 BAR • TOF •4 ✓ERT BAR • 7' a. FILL HEIGHT OF wALL (Div 3 SHEET 4 -') DAMP ° ROOFING ! DI / 544T Ai' •4 vERT -BAR • 2' oc (DIV. 3 SHEET •4 HORZ. BAR • 0' oc f- 6'OvERLAP MN (Di ' /- 3 SHEET A -I) T1GNTL rE 4' PERF. FT B DRAIN .;FILTER IN 24' GRAVEL BED (D' /. 2 SHEET A (4 •4 BAR CON' (DIv 3 SHEET A SOLID SUBSTRATE CANTILEVERED RETAINING WALL 3/4• =1-0' 03300 - 00000 -22 1 5/8'•x10' AB. Wi 2'X2'X3/I6' S.Q. STEEL °LATE WASHERS • 4' -0' O.G. (DIv. 3 SHEET A -1) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MIN. EMBED. 2) .4 BAR • TOP •4 ART BAR • 12' cc, FULL HEIGHT OF WALL (DIv 3 SHEET A -I, VERY ,i -BAR • 8' oc (DIv 3 SHEET A -I) •4 HORZ. BAR •10' (DIV. 3 SHEET A -I) •4 BAR • 12' a (DIV. 3 SHEET A -I) TIGHTLINE DAMP PROOFING C DIv 1 SHT Al) 2' CLEAR (4) '4 BAR CONT (DIV. 3 SHEET A - 1) SOLID SUBSTRATE 4' PERF FT'G. DRAIN al/FILTER IN 24' GRAVEL BED. (Div. 2 S-IEE' A -I) TYP EXTERIOR WALL CONSTRICTION PER PLAN (DIv. 6 SHEET A -! LOCATE SHEATHING JOINT • COMMON MEMBER RIM BOARD TYP FLOOR FRAI'1INCs PER PLAN. (DIV. 6 SHEET A -I) TREATED MUD SILL SEE FOUNDATI IN DETAIL(S' 03300- 00000 -26 1 TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOTS' • ExT. WALL POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAIL(5) TYP FLOOR FRAMING PER PL (Ply 6 SHEET A -II FRAMING /FOUNDATION DETAIL 3/4' =T-0' 08100- 03300-01_TJl 1 O /1� • z it I' ,N Q _ W LLI O 0 S = O Q Z 5 CC Ili � w r _ I-i- I 0 ZZ = CmO 0 O • >�a_ OQQ W - r - tl o_ U W Lill-- j 0- a <(0 W T W W �F- z� f)z0 Q o o� W0ZQ QCCO0 O <ZZ C) 01-6 Q z(n 0 — QQZ�a 20 IZ -1U(n ~ > W Lu Z W Z t O O v Q. ( O N 00 X C 0 LL. O C/) N U) - O CO > N N sI m TITLE !r NO : SHEET D1 • aECEroE� A 1111V 4 2 ?MN MAY 2 ' " PERMIT C NTFR • if) G 0 0 . • I TYP. DECK CROSS SECTION 3/4' =T-0' W2M. DE°..E"E It t WHEN F ti 3re'D DEAL ELEVATION S 3C' OR _$SO - ASON/E FTNIASH/ED CGRA E 24 • S I/2' OC a CLR DIST s'u NOT •C ExCEEC 4' SOLD BL00(NCa OvER SUPPORTS 5 TIC COQ DCKG "TT..,,,... LEDGER .i. 2 ROk6 OF E sours TYP T. FLOOR FR:."!VG PER PLAN 2. PON tLhLLL 4x BEG S '0 RE: LICE NUI'eER OF PCS • 2 5TOR` cONDIT OR :Y£A POSTS EXCEED 4' N LENGTH SCAB :x4 EC SIDE 2x (2' GREATER -LW J0 FP 5►4 LAND GRA' E TOP OF PIER WIT1r FIN- SUB GRACE t 3' BELOW FINISH LAN ON SOLID SUBS'R.A'E 08200 -0S O -1o__T M FRAME OVER WALL DETAIL 3/4' =T-O' SECTION ® BEAM 3/4' =T-0' SKYLIGHT FLARE WELL DETAIL 3/4' =T-0' L HEADROOM MIN. 6' -8', WIDTH MN. 3' -0' PER UBC 1006.15 1. TREADS 9' MIN. DEPTH, RISERS 8' MAX. HEIGHT 3. HANDRAIL MIN. 34' TO MAX. 38' ABOVE TREAD NOSING. HANDRAIL I I/1' MN. TO 1' MAX. CROSS SECTION DIMENSION 4 I I/2' MM. CLEAR FROM WALL RETURN RAIL ENDS PER UBC SEC 1006.9 STAIR SECTION DETAIL 3/4' =T-0' "`P ROOF SONSTRUCTION FRAMING PER PLAN NI • 48' OC. AT OUTSIDE FACE OF WALL 2' MM CLR FOR vENTELATfON BLOCKING BEAM PER PLAN RAFTERS PER PLAN 1x BLOCKING 2.6. CURB TIP GWB. • CEILING ROOF FRAMING PER PLAN I t 5/8' TYPE 'x' GWB. AS REQUIRED mo: SEE NOTES BELOW 2 KICKER PLATE 08100-07300 - 16 SKYLIGHT. 517E PER PLAN. PROVIDE FLASHING AS RECOMMENDED BY MFG Ii- 2x4 • ROOF AND FRAMING MEMBERS TYP. 07300 - 06100 - 01 WALL STUDS BEYOND DBL. JST, BLOCK 46 NEEDED SEE PLAN SEE PLAN FOR TYP. RISE 4 RUN DIMENSIONS 3/ a YWOOD RISER I 143' HARDBOARD TREAD WITH EASED NOSING 4 INSTALL FIRE BLOCKING • STRINGERS TOP 4 BOTTOM 4 ADJACENT WALL(5) PER UDC SEC 1082 COvER USABLE SPACE UNDER STAIR WITH 5/8' TYPE 'X' GLUE, USE 2 LAYERS • CEILING AREA - PER UBC 1003339 6 NTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5093 08200- oeloo -o1 3 - 2. STRINGERS T. UNO CENTER STRINGER ` y WITH 2 - 2x4 STRONG BACK TYP NAIL WALL STRINGERS W' (2) 16d TO WALL STNS EAVE DETAIL 3/4' =t-0" T 3/4' =T-0' GABLE END DETAIL ;)none I >/ 3/4' =T-O' OVERHANG PER PLAN OVERHANG PER PLAN GABLE END DETAIL TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION NI • 48' OC. AT OUTSIDE FACE OF WALL WO ON SIEAR WALL SCHEDULE 2x BLOCKING WIT- ::3)2' • HOLES WITH SCREEN SEE , ELEv. A35 EXPOSED RAFTER 'AIL TYP. GUTTER OVEWANG PER ALAN 'FASCIA PER ELEVATI TYP. EXTERIOR WALL CONSTR'ICTIC TYPICAL ROOF CONSTRUCTION 08100 - 0730006 TRIM PER ELEvATION BAWsE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SKIP SHEATHING WITH 16a • OC. TYP 2x4 OUTRIGGERS • 4' O.C. WITH 2x2 BETWEEN FOR TRIM TYP EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION 06100 07300 - 12 TRIM PER ELEvATIO 45 BARGE TYP SEE ELEvATION 2X4 BACKER FOR BARGE - NAIL T14RU SHEATHING WITH Ibd • O.C. TYP 2x4 OUTRIGGERS • 4' OC. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER • NT CEILING LINE (TYP EXTERIOR WALL CONSTRUCTION' BALLOON FRAME GABLE END WALL L EAVE DETAIL 3/4' =T-0r EAVE DETAIL 3/4' =T-0" OVERHANG PER PLAN / SEE I ELEV. EAVE DETAIL 3/4' =T-0" EAVE DETAIL moo-07300-13 3/4' =1 12 SEE ELEv. BUT-E_ - EXTENC 6' ABOVE BATT NSUL. OR '2 ABOVE BLOWN INSUL. (TYF ROOF CONSTRUCTION) 2' MN. C. R. FOR vEN'ING HI • 48' O.0 AT OUTSIDE FAC: OF WAL_ UNO ON 54-EA0 WAL_ SCHEDULE 2X BLOCKING Wi'- '3) 2' • HOLES WITH SCREE, EXPOSED TRUSS TAIL l ITYP. GUTTER' FASCIA PER ELEVATION 06100 (TYP. EXTERIOR WALL CONSTRUCTION) 1 1)01-- 66/ 061° __OVERHANG PER PLAN TYPICAL ROOF CONSTRUCTION 2' MIN CLR. FOR VENTING NI • 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' o HOLES WITH SCREEN SEE ELEv — 1X8 BLOCKING TY° EXPOSED RAFTER TAIL M f TYP GUTTER `FASCIA PER ELEVATION TYP. EXTERIOR WAL_ CONSTRUCTION 06100-07300-04 `7'Q `-,ow X0 2 _I-' } p > Q J L ,,, �Z Q QwC ( O O I- I a g20 lCE . O D ww i 7 11 Q Q w .J_; = r- U I in w L- -J Q=J C)U 0 w X Lill- J IZ W a_ w Q (n T co -wC 1-- WzI 0) I 0 JZOZ Q Q oR2 a 0�occ CD 0 <z a_ CO ZOOZU) OO c Q © J < O -} (n ! Oc 0 (QO0 Z 7;1ww 5. w w wzCD 0 0 -9 .1.4 'L - I -C"dib I I- C I 0 cc w I I- w 0 co Co Cfj Lf� D C144: C\J C) LCJ CO w x f3 C L! V - CD * n o - C CO 9 Ln n CD ' Q > 08 NO TITLE SHEET D2 MAY 2 PERI/!T CTM1 0 6' top ""An ti,L1G ▪ 5.60 6,04.... SCALIAILE ao— r* Ri.s tactic . SCMED4LE F'JYEi. DX* a F _D MAUL. PER Saimu..1 TYP TJ1 FLOOR CON5'R.0 i STANDARD SHEAR DETAILS & SCHEDULE TYP IMJ i CONSTRJC 6lTM saLL SHEATHING PER SC+fDtLE SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS . PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS TO FLOOR JOISTS ® FOUNDATION 3/4' =f-0' 17010- oe17o- 3/4' =1-0' nnra-oe,m -ai 3/4' =1-0' 1070- 06170-01 \ ' ) 3 /4•=f-0' BO'TO' PLATE NAILNG PER S-EARLAL. SCHEDULE PANEL EDGE 4 FIELD NAILING PER 5CIEDULE TJI FLOOR JOISTS PER PLAN ALICIN TJI FLOOR JOIST W WALL TOP PLATE NAILING PER SHEAR..ALL SCHEDULE TYP. TJI FLOOR CONSTRUCTION TYP. WALL CO1.ST1434T.ON WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =1-0' NAIL FLOOR SHEATHING THIS AREA WITH 10 d • b' oc. EDGES 10 d • 0' o: FIELD BLOCK ALL EDGES e PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILNC- PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP WALL CON' ,RUCTION WITI- WALL SHEATHNG PER SCHEDULE NAIL FLOOR SHEATHING THIS AREA WITH 10 d • b' oc. EDGES 10 d • 10' oc. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHIEARWALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TA FLOOR JOISTS PER PLAN TJI BLC'XNG • ALL PANEL EDGES PANEL EDGE I FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 17070 - 0e170-0e SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/4' =T-0' _ 17070.06TM-10 EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =1-0' NAI FLOOR SHEATHING THIS AREA WITH: 1E d • 6' oc. EDGES 10d•10' oz. FIELD BLOCK ALL EDGES - 3/4' =T-0' DOUBLE STUDS AT HOLDOUN - v " CONDITION — TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SIMPSON HOLDOWN PER PLAN AND SHEARWALL SCHEDULE 51MPSON HOLDOUN STRAP PER PLAN AND SHEAR WALL SCHEDULE — - — SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL HOLDOWN TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE r=. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SI-EARWALL SCHEDULE 10 d NA .L • b' oc. PLYUD TO RIM JOIST PANEL EDGE 4 FIELD NAILING PER SCHEDULE 10 d NAIL • o' o.c. PLYWD TO TJI BLOCKING TOP PLATE NA LING PER SHIEARWALL SCHEDULE L. - '1 " P WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 0 CANTILEVERED FLOOR JOIST 3/4' =1-0' TOTaoe17o -o9 3/4' =1-0' 17070- Oe170 -02 17070- 06170 -11 17070 - 06170 -24 101 -151 rPIC& _ C JNGTR c WALL 514EAT-AING PER SGHEDL_c TYP FLOOR Tr,..:%,14 BC" ' _. - E NAI_ PER SHE - RR61-__ SCHEDL E IC. PLATE N L'_NG PER SIEAR..A_L SCHEDULE ANCHOR BOLT PER SG- IEDJLE SEE ARCH. DETAILS FOR FOIN^ATION GOND 'T SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4' =1-0' T P. TJI FLOOR :ONSTRUCTiON SHEAR WALL ® CRIPPLE WALL 3/4' =1-0' CRIPPLE WALL 'Div 6) SHEATHING PER SCHEDULE PANEL EDGE t °IELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE (2).4 BAR CONT. (Dlv. 3) SHEAR WALL ® CRIPPLE WALL - INTERIOR 3/4' =T-0' NOTE. ALL INFORMATION ON TuIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WIN PLANS. +ti 17070-03306-03 7 1' 11000- 03306-0s J Z wQ H D U D ° ° �Q W } Q X - fzwo CC L CL- 71 CA CC G 8 _i Q_(n0 Z Z = 0 L!! U ▪ O�'-0 �� OLLI�� LL Q 1 0 vJ t — LL CC _J 0U d J LLI W 5 W J C !) A F - - i1J oT a' co • W CO =z° wz0— < Q O�0 0 W O • Z Q F._ ODOcc 0 o cEwz a � Q 0C O w,__. JQO QQz c? g C� c� 0 Uw0 Z zZ -J0CD F > Q< w L.L1 < Lu ww Ii F ZWCn O� rt�M (n Ln Os: O CV o w c ,V o (I) 0 o v) ▪ I_p co s 2 ILI (1) 711 cp a t SHEET Si TJI JOIST DETAILS • 0 STRAP PER PLAN- AC Sita AN- AC4'EA SCEIOLE DOUBLE ST,C BO ^OM RATE KAL.MG PER SEARJAL.L SCHEDULE Ti BL JGC14G BEAT PER ? AA HOLDOWN STRAP AT CRAWL SPACE 3/4' 4-0' 17010- 0e170-29 TYP. WALL CON5TRUC" WTr+ UAL_ SHEATHING PER SCHEDULE DOUBLE 5rc BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE BLOCKING AND FILLER BLOCK DOUB_E JOIST OR BEAM PER PLAN L SII1PSON CS16 STRAP x18'_ONG _AP 4' ,INTO WALL OR BEAM AND NAIL WITH 8d COMMA • 4' oc 1 4 2x4 FLAT BLOCKING NAIL STRAP LW 8d CO1't" HON • 8' oc. 1 HOLDOWN STRAP AT FLOORS 0 DRAG STRUT CONNECTION 3/4' =1-0" noio Deno -2s =1 1 0 3!4' -0' 54-1EATHING AND NAILING PER 5I-EARWALL SCHEDULE 2X6 BLOCKING ROOF SHEATHING AND NAILINCr PER PLAN AND SrIEARWALL SCHEDULE 2X4 LEDGER (2) Ib d EACH STUD (2)16 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4' =T-O' STANDARD SHEAR DETAILS & SCHEDULE 4' -0' NTS 17070- 0e170 -31 17000 - 08100 -30 4` INTERIOR SHEARWALL TO ROOF COND. 3/4' =14' 17000- 0e100 -08 3/4' =T-0' PLYWOOD ROOF CONDITION 7 3/4'=1 -0' r • OVERHANG PER PLAN I SHEAR WALL ® GABLE END NOTE. USE 056 ON ROOF (2)ISd 8 d NAIL • 4' oc. • EA OUTRIGGER 8 d NAIL • 6' oc. TO TOP CHORD I BLOCKING 2x BARGE . Ix3 TRIM q -- 2.4 B -.CKER FOR BARGE NAIL THROUGH SKIP SHEATHING WIN 16d 2X4 OUTRIGGERS • 4' OC. WITH JOIST HANGER • TRUSS GABLE END TRUSS A35 CUP PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE (2) Ib d 8 d NAIL • 4' oc. • EA OUTRIGGER 8 d NAIL • b' oc. TO TOP PLATES 4 BLOCKING- 2X4 OUTRIGGERS • 4' OG. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE HOLDOWN STRAP ® FLOORS 3/4'=1 -O' 1- 161 17000 - 08100 -18 V 3/4•=T-0" PLYWOOD ROOF CONDITION I2 17000-06100-19 3/4•4-0' 1_ SEE ELEv SHEAR WALL ® EAVE 2 MIDIS AT EIci+ gaup Hwy PATE NAILING STRAP PER PLAN a SyEAR SONBALE 144 TIMERS LSI. Qr• Bo.RG PANE_ MJCAE • Pew MAILMG PER SC.EDLLE Ty. ExTBROR si._ SCNSTRLC'Y,4 lr 11141.: SHEATU G PER SC4EDLE TYP TA POOR CONSTBL - TYPICAL RoOF CONSTRUCTION 142.5 TIE • EA TRUSS L530 • 8 d•b' oc •BLOCKING BLOCKING PER ARCH DETAILS 435 CUP PER SHEARWALL SCHEDULE TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDUILE NOTE ALL INFORMIATION ON TNIS SHEET IS NOT NECESSARIL' INCORPORATED INTO PROJECT COORDINATE WIN PLANS. w 4 110 - 08170 -20 17000- oe100 -06 I LI 6::-7-- i LO r C o O LQ CD C\I w 0) CO C LL IV O 0 .�, 43) r_ O -C • O N L.() t • ( 1 5 - • ct) in � m � )B NO TITLE SHEET S2 TJI JOIST DETAILS PERMIT CENTE a SHEARWALL SCHEDULE z: Cil cip 0...-- 3r.. ,,..T V .4 7 41 _ , , .. ONO )00'1.4 v, x a(0r 91910e 9w 11rN 'L, .O1 0. Ow "a 1.dCi . 9000 9N('i�ti ;:)% 71C a711C13b • Cq 4 • I: " .! .'32-4 sy...64 .._6 =•-• = _3 .... -310 \ --- 1 .2-4 .2-3 1' GuE 5DE 'It 5V Cite OvE 5 r a r .r 41 Y tl .n r r v m I r• r V 0 E D 1$LY p 0 t u S5 -S 1-_S - ES ''''E5 yr=".:, ,. t yES 'E •-•.-= 'Et'. "... 5 a' • 4S' 5 a• • 4e. 5 V • AS' 5 a' • -se• 5 a' • 4e• 5 8' * AS 5 • 32' 5 V • '-'4• 5 V • 6 • 51: • '4,* 5 e' 6 2' 5 • AV A35 .,_ • 42' 435 33' 20 20• 4 7 h35 c:._ . •--. 3C5 •. 12• isa • 2' td • ir 6xs • t!' o • b 6.0 • 3 6cs • 5' 60 • h 60 • 3 : - 74...t:.= 4,-, • 4' 2. ROLS 60 • 3' - 6o • :i ts.o • !I' 6•o • Iso • 6' lao • 5' 4,c • = ibc • 5' ‘C 6 • . .2 6 3...5 '60 f 4' ,: RC:Lk 16o • 3' '6o • 5 CO ....F 50 ..._. 240 452 ...=- .. 300 ...... 222 .._F .2 GIME ...IC SIDES OR ... a' fs...E '''.:.0 5'0ES 6,•.: c..00._,:_,:z =OR 5 V 716' OSEI, 0 SVE - -LSE 3, PANEL. EDGEs -USE 3x Sr.:DS 1 '16' ^SE - 4,C 5,0E5 S 5 ..;00r5 '...:(2) 5 • ... -GS , •r "eczo. SONCs OR EQ-4. .-,- :-..;_.'.- .F.OFC ")" C-. 0.1 CD CD Co CD ZY.) C.D cx) C) , SEE moUNDATION S.EAR WALLS FOR ALL cc!4cRE 14OLDDOUNS. I LOWER SHEAR WALLS Scale 1 flAk MID WHILEIONT FOUNDATION SHEAR WALLS NUL_ 7•171018MONX SYMBOLS & LEGEND 1•0•4T ..e z PONT LOA:: na.4•46FER.NG 006K "0 t STxx 4 . -1150,05 _oec DCXAN 1 LOADING < oL:l Dalt.; ur4.. s a o5S&4. 1 c VEIGr 5 -•= DEszir Arsons TC e LISEO al. =LCOIR SE-04. 44OR ZON ...fr.. 5 ZE 0ES Cassi.:. INC CA SEA'-' OF Tu. JN_ESS SE NC ENn'NEER ..RC N. - -ESE i a - ,- --- f - t - I , i L SHEAR NOTES .14.1 :, , C1 - .7.7. , pEsIGN cRITER! A ' SEF 7 .;:_.:. rC ES.GN - E 0 z , 4 GENERAL NOTE 5 "...E ..AN ARE ;;oR 0'4 -E S..4,DED 2. ANC.-C•Zz.SE 5 r-'0 ONL.' Rogr 0%5 OF ARE N,CT DES.GNATED -LS eix•e-5. NAL5 5..: D .CE • •5 C PF..•2 23 3_ ..4 °OR' ONS OF NO' APPL. 4. oF2C /,DE _OCAT'0•45. 5. SEE ^ RE ,..‘;;••• DE. _5 =OR E.L. OF -0,..Z.2 IAND ::=OR • `'_`'....CCD OR BE 44 0 ock "'ER' ON EDGES SE 5 SEV'ER CF F.ER 5C •• DC NC' 5",6 S S.ES O SCRE-6 L.RE NC =1.' /E ' C N-L- ES 5-+EAR =ANE_ - 4.0 /E.7.', S _7, V= ROOF 4 FLOOR 54-4EAT4ING I RC-0F "5' 05B 4°4 R.4 5-€4 (24 •0: -A" S' CL.EAR BE' 'ArEEN. ME& "C: AL-au F-OR. E.xl.ANEON. BE go 6' oc =-NE _ EDGES 4N27. '2' cc 4 4 S0cR'''s EDGE • 24' O.G. • EDGES. 8cx0.82 2. FLooR 3 A •G -E 4 4. NA LED -NC GED . AD VE S•44_- CONF-ORt' 4.°4 AFG 0'. = /IDE 4G EDGES AT La., °4NEL. EDGES. NAL_'N6 ESE 'Oo • cc A ANL_ EES oc N A TE SUP D 54.4E r , 5,,c132 r 3. .1." B E LAID FACE GRAN +=EfR - 0 St.:Pc:DORI AND END MAIN FLOOR SHEAR WALLS 1701- 16‘q MID 11101CL____ LUMILIIIDNT UPPER FLOOR SHEAR WALLS Scale 1/8'.1'-0' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 7 RECF: !VC D MAY 2 4 2001 DUJARI Kappler Architects, P.S. ;4..31! be tri be' vu €, vvdsrlingtor? 98007 (425) 641 -5320 * Fax (425) 641 -5318 TITLE :, 43 NO : 9908324 BASE PLN B204 012 1997 LT BC SHEET S3 99C8.:', 4 C-. 0.1 CD CD Co CD ZY.) C.D cx) C) , SEE moUNDATION S.EAR WALLS FOR ALL cc!4cRE 14OLDDOUNS. I LOWER SHEAR WALLS Scale 1 flAk MID WHILEIONT FOUNDATION SHEAR WALLS NUL_ 7•171018MONX SYMBOLS & LEGEND 1•0•4T ..e z PONT LOA:: na.4•46FER.NG 006K "0 t STxx 4 . -1150,05 _oec DCXAN 1 LOADING < oL:l Dalt.; ur4.. s a o5S&4. 1 c VEIGr 5 -•= DEszir Arsons TC e LISEO al. =LCOIR SE-04. 44OR ZON ...fr.. 5 ZE 0ES Cassi.:. INC CA SEA'-' OF Tu. JN_ESS SE NC ENn'NEER ..RC N. - -ESE i a - ,- --- f - t - I , i L SHEAR NOTES .14.1 :, , C1 - .7.7. , pEsIGN cRITER! A ' SEF 7 .;:_.:. rC ES.GN - E 0 z , 4 GENERAL NOTE 5 "...E ..AN ARE ;;oR 0'4 -E S..4,DED 2. ANC.-C•Zz.SE 5 r-'0 ONL.' Rogr 0%5 OF ARE N,CT DES.GNATED -LS eix•e-5. NAL5 5..: D .CE • •5 C PF..•2 23 3_ ..4 °OR' ONS OF NO' APPL. 4. oF2C /,DE _OCAT'0•45. 5. SEE ^ RE ,..‘;;••• DE. _5 =OR E.L. OF -0,..Z.2 IAND ::=OR • `'_`'....CCD OR BE 44 0 ock "'ER' ON EDGES SE 5 SEV'ER CF F.ER 5C •• DC NC' 5",6 S S.ES O SCRE-6 L.RE NC =1.' /E ' C N-L- ES 5-+EAR =ANE_ - 4.0 /E.7.', S _7, V= ROOF 4 FLOOR 54-4EAT4ING I RC-0F "5' 05B 4°4 R.4 5-€4 (24 •0: -A" S' CL.EAR BE' 'ArEEN. ME& "C: AL-au F-OR. E.xl.ANEON. BE go 6' oc =-NE _ EDGES 4N27. '2' cc 4 4 S0cR'''s EDGE • 24' O.G. • EDGES. 8cx0.82 2. FLooR 3 A •G -E 4 4. NA LED -NC GED . AD VE S•44_- CONF-ORt' 4.°4 AFG 0'. = /IDE 4G EDGES AT La., °4NEL. EDGES. NAL_'N6 ESE 'Oo • cc A ANL_ EES oc N A TE SUP D 54.4E r , 5,,c132 r 3. .1." B E LAID FACE GRAN +=EfR - 0 St.:Pc:DORI AND END MAIN FLOOR SHEAR WALLS 1701- 16‘q MID 11101CL____ LUMILIIIDNT UPPER FLOOR SHEAR WALLS Scale 1/8'.1'-0' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 7 RECF: !VC D MAY 2 4 2001