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HomeMy WebLinkAboutPermit D2000-151 - FOSTERVIEW ESTATES - LOT 1 - NEW SINGLE FAMILY RESIDENCEFostervkw Estates- Lot 1 13602 42 Av S D2000 -151 r City of Tukwila DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE:,, APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 261200 -0010 Permit No: D2000-151 Address: 13602 42 AV S Status: ISSUED Suite No: Is_.ued: 07/28/2000 Location: Exrri-e::: 01/24/2001 Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas, /Elec.: GAS UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 1 Phone: 13602 42 AV S, TUKWILA WA 98188 OWNER DUJARDIN DEVELOPMENT CO PO BOX 5 EVERETT WA 98206 CONTACT `JOHN KAPPLER Phone: 425-641-5320 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR' DUJARDIN DEVELOPMENT CO Phone: 425 -324 -5018 PO BOX 1059, SNOHOMISH, WA 98291 k****k: l•• k• k: k k• k k k• k• k• k: k** A*• kk k• k****** k• k• k k***** *** ****** *kA.•kk•k:Lk•k :r:i• **A Permit Description: CONSTRUCTION OF A NEW 1,863 SO FT SINGLE FAMILY RESIDENCE, 637 SW FT ATTACHED GARAGE AND 117 SO FT COVERED DECK AREA.. (BASE PLAN #D2000-072). PUBLIC, WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTE RINGAND STORM DRAINAGE. PROJECT ON VALVUE SEWER AND WATER DISTRICT #125 WATER. kk***. k• k •k-k•k* ****k:.1 ** ****k•k.kk** ***.k**'k**k** kk•k* ** ******** ****:t*:4**** **k# Construction Valuation: $ 174,948.12 PUBLIC WORKS PERMITS - : *(Water Meter Permits Listed Separate) Eng. Appr•: JJS Curb Cut /Access /'Sidewalk /CSS: Y .Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hail N Start Time: End Time: Land Altering: Y Cut: 348 Fill: 133 Landscape Irrigation: N Moving Oversi -zed 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 :: 1k• k• k***• k• l* s***•k****.4k*k* k*:**k k** k******- k.k: Kkk k*k k•..k.k..k kk ** **J...•k•k.k.k.k•kkk:kkkk:1** ****kk*1 TOTAL DEVELOPMENT PERMIT FEES: $ 1,612.75 ** **** k• k- k• k• k• k• k• k******** tk• k• k• k*********: k• A' k• k: k kk• k* kk**** k• k•k• k *k*l*A'**k * Permit Center Authorized Signature: 'Signature: Print. Name:_ Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. Al 1 provisions of law and ordinances governing t h i s work w i 1 1 be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating con'str'uction the per or"m.nce of wor'... I am authorized to sign for and obtain this development p)tmi* Date: )R): EnD 4■44 This permit. shall become nui1 and void if the woi'i. is not Lommcn :cd within 180 days from tile date of • _sUa,:o , or if the w._ i. is suspended o abandoned for a period od . T 113:,C days from the last inspeoti U O N 0 W w LL w O LL Q ' = d ' LLI Z 1- W w 0 O N ',. O w IJJ' Us iii Z OA O CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR GREG VILLANUEVA @ (206) 433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. CITY OF TUKWILA ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99-00I8 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM-D 3034 ,PVC SANITARY SEWER PIPE WITH GASKETEDJOINTS OR ADS N•12 •PIPE. Address: 13602 42 AV S Permit No: D2000-151 Suite: lenant: Status: ISSUED , Type: DEVPERM Applied: 05/25/2000 Parcel #: 261200-0010 Issued: 07/28/2000 4.1 Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes, Documents shall bear the seal and signature of a Washington State Professional Engineer. 3. Any exposed'insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- 'fication showing the fire performance rating thereof, . 'All conStruction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 EditiOn) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). Notify the City 'of Tukwila Building DivisiOn prior to Pla'cing(any.concrete. This procedure is in addition to any reqUirements for special inspection, ',..1 6. Al3 wood to remain in placed concrete shall be treated wood. 7, Validity of Permit. The issuance of a permit approval of pl-ans , specifications, and Computations shall not be con stued to be sa permit for, Or an approval of any violation of any of the provisions of the building code or of any - (! other ordinance of the jurisdiction. No permit presuming to . > giVe,authority to violate or cancel the provisions of this code shall be valid. • Electrical permits shall be obtained through the Washington - State :DivisiOn of Labor and industries and all electrical (' work be inspected by that agency (248-6630). .. There sha 1 1 be no occupancy of the bui 1 ding(s) unti 1 the final inspection has been completed by the Tukwila Building Inspector, .- 10. All mechanical work shall be under separate permit issued by the City of Tukwila. f 1 11. All permits, inspection records, and approved plans shall be , • available at the job site prior to the start of any con- , struction. These documents are to be maintained and avail- able until final inspection approval is granted. ( 12. y APPLICANT SHALL FOi..LOW ALL riIE CONirITIONS OF FOSIERVIEW ESTATES PLAT L99••OO1 8-•SEE SIJI 4 OF4, WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. 13 . 'Temporary erosion control measures shall be implemented cis the first order of business to prevent sed i merrta t i on off- site or into existing storm drainage facilities . 114. the ite shall have pern nent erosion control measures in a place as soon es possible after final grading has been completed and prior to the Finial Inspection. 15. Driveways ;.:hall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet.. 1 16. The driveway shall be designed and sloped so that drainage from the driveway does not flow "onto the .existing road surface, 17. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans .:hall be submitted to the Inspector' for prior approval. 18 FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND`` STOCF PILES'., THAT ARE 1H:1V OR STEEPER AND HAVE A VERTICAL RISC OF . 10 FEET OR MORE AND WILL BE UNWORKEU FOR GREATER THAN 12 HOURS, 'DURING; THIS TIME PERIOD, COVER OR MULCH OTHER'' DISTl3RBED AREAS,, IF THEY WILL RE UNWORKED MORE THAN DAYS. COVERED' MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY ,' BEFORE, DURING; AND IMMEDIATELY "FOLLOWING STORMS. FROM MAY .1 THROUGH ; SEPTEMBER 30, : INSPECT AND MAINTAIN TEMPORARY ;,EROSION . :PREVENTION AND SEDIMENT AT LEAST MONTHLY. LL , UISIURBEDaAREAS OF "T E SITE SHALL BE PERMANENTLY !TABILI LED`'PRIOR TO FINAL CONSTRUCTION APPROVAL.. mo w. U O cn G w Uf J w O cn = Cl 1 w; o' U Oi O N o • w w = 0 • Z, 0 F " ` z Project Name/Tenant: C vltiW E` rI S L-cfr o 1 Value of Construction: Is this site served by: II Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Site Address: City State /Zip: K. I a taa ifar,d Ai c. cSothlk Tax Parcel Number: x 07la 1.260 -Dal D Property Owner: 'pWACCIt 1 DEVeI.O'P(t eor 03 . Phone: . 412..s.---3 412..s.---3 v. big Street Address: City State /Zip: te ?b 65X.6 EVeA Ll)fr 9 gib L Fax #: it 42.-S .. 334.51) y / • Contractor: totA3 AR -43 A Et3ltt,OP( i1 t✓a . Phone: >I Aged Street Address: City State /Zip: sw-ouC Fax #: Ac, Af4 uG Architect: • 1 Ptf P Pry-mi ', P .17 . Phone: 4's• k+1-52.e. t Street Address: City State /Zip: 1h SE lei c - ldoe, Wftcic0D1 Fax #: +es- 641 - S11 , Engineer: EP .�c, Ttc.- J4 -,ot; . Phone: dI y • 771-672.1 Z Street Address: �1 ' \ t Ciity State /Zip: (� J y � ��+ A _ , , 4 I8' o /(O" Ave / i . W & , . 1 k 5 r ' 71iYdS 1 4 9, 0 2 4 Fax # / : .. 7 2.c' 7?S O Z'J (. Contact Person: - mil AA __ let, F - \'R (. -- 7 S . Phone: P 14P,okE Street Address: City State /Zip: X424 Fax #: _ w, AreiOVE Description of work to be done: I ii 4000 -- 0 Type of work: 6 New Single- Family Residence ❑ Addition - Single-Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: II Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: m sq. ft. Dwelling , sq. ft. Covered Deck(s) ci sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: x 1 &A sq. ft. Dwelling r 117 sq. ft. Covered Deck(s) y (9 )1 sq. ft. Garage /Carport tJ sq. ft. Accessory Structure(s) , sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) N /A 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU' <WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 -' STAFF USE ONLY Project Numbert Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLIC FOR PUBLIC WORKSiSITE/CIVIL PLAN +;REVIEW OF THE ; FOLL'OWIN ", .:: ( Addltlonal :revlews'shall:be,determined by.the.PubIIc >Works Department):;: r t.��, ❑ Channelization /Striping Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant main to vault) #: Size(s): ❑ Flood Control Zone Hauling $Land Altering: • Cut ❑ 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 cubic yds. • Fill lie cubic yds. 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. Datlica;Mteddo a Dat piicat exp lt Lir A Ilcat oge(initlals) PLEASE SIGN BACK OF APPLICATION FORM 1 k1 Z ~ W cc 2 00 WI � w LQ I cn W Z I- F- t- 0 Z W W O • ( 0 1- Ww I u- W Z • (1) P I O � Z BUILDING OWNER..OR. AUTHORIZED` AGENT: . Signature: y ., :k_ Date::: • ' f. s Print na[ne: 401K C LAVA_ . K Phone: Fax #: Address: City/State/Zip: ALL SINGLE- FAMILY RESIDENT : L PERMIT APPLICATIONS MUST B. UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B . .4 REGISTERED ARCHITECT OR PR,.- ESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL •' -A . , 4 LL 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 ". • Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the S tate o f Washington, a, notarized letter from the property owner authorizing the agent to submit this permit application and obtainithe 'perrnit..will:be aspart of this submittal. 1 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. i..Yk�xt�eia.Ltuww z ~ • w re 0 O 0 0 W � w w 0 gj = W H = Z I — w w co w I— i L I O w z U N O �" z (100.'1 4:3,133 �iC�tt: 3.�1 .X1'10 t e)iJ13F.'3t 1.,612..1 5 4`` � y l( `�iH •.y:'.:p.�^'.ji.. F 4 I • Total I" r ta Tt:a1 (.11 „1:. Fist: 1421a11Cf1 0111(03:00 - RE:; P(Ar1. •(:liis(:1; A ES C1(ECK -• UTI.L1't'Y 81"Aa't'1 =, I311TLDI.W0 !DACHA UTT1.T VV :Citit51' I' 'f01:li C7i IN 1.X1140 (L1 EPI'r46. PEPM3'T •lFEE LAwly ALTEitIN PL (:111(_1; .t t :• A :t k i� is :h {c •:4 k. ,l kk •.1 A a. •i •l of ii it .'.. } fi •I k A k :4 k• : a• A * A r 4 fr •k P h ' A * 4 h :b :t 'r 1 •k :� it .t :+ :k & ;e •,t :4 :'c ':.1 �r Ct 1 f ' ll i;1+4 3: L. 41. 4•; i1 ;4.1..t,., 1.4.t•3.A*AA•h•�.4•ti1•h:lit fc 1 - )2„....r ) * . ; I ...1.t•k ' k : •. •:'cdt,t' 4 A, t i• /•A `.A - h 'A*!, AA 4 - T1t'il('(S1<(1T ?h,mbr.;r „ b $ ?•'0 32 Amaur,t%y 1.612.75 t:07!20i00 GC }; P;_r;,414:i1, 11e hod . .CHECK t4otatii n: l7(1Jt1R4 ?L'tt ISEt11iiOP :Cnit: •(L(1 Term i 1: No; 02000._151 T' li(.VPI:jtiti I }(Vl L0P14EN 4'EIU4 IT PI r c..e 1. No ': 261200-0010 a i h, ' : di^e=_.t. z .l JGci'? 42 stir 8 2.012 ?5 2,0i2.75 6350 07/31 9710 * 4 - •h t. nl• d.•h i '�' *.k S t .1...': •h • 4•:i•'' it •i * A 1%'k * «• -:; t. I L 'k . P . .k •,1. * A P ,1 Amottot 1....01.3,. 75 40 20,00H 1`i 0C' 1.07..00 .:37.;50 TPf?I'dSi41T r1�.'* iiri: 4a* .1�ir,,.Mw37+iata.rShviiiln's.x .x.^+h'>U ?5ts yv�;hiu:''•li.x kVrl.ai w,t 1 urn 2 - '�s�'�- �'�". p 'iLe i .di w �, . A•i9��8 1ri, z} ��1��; J .,.- r:.('.'(1j iF `e ?A '}�`: fj�i. ��� �•u� ��riFii;Ti: SIi.^� *l; ",�1 �i��+'Ii `ZV �.i �a; ?;' } 1�,'YK 9 %ihVi ************** st**** * * * * * *4- *slstst. * * *+ * * * * * *s1* * *4 * * * * * * *• *:k * * * * * * ** CIT'' or, TuKJ WA TRANSMIT *sk ** * ****** *** * ** ** * * * ***** A* * *:i> Ear * * * * * ** ** * ****A * * * * * *f TRANSMIT Number t 8010.0374 Amount: 47.00. 03/213/01 10:19 Payment Meth'adc CHECK Notation: D11J(it2D1N DLV lrrit: JTD Per'niit No D2000 -151 Type: DEVPERM DEVELOPMENT PERMIT Parcel No.. 261200 -0010 Site Address. 13602 42 AV 5 Total F eeu r 2.059. 75 47.00 Total ALL Pmts: 2,059.75 Balance: .00 **,***'***.****sV***************: k***** * ** ** * *sl * * * * *** * ** * * * * * *y* * * ** AcCount .Code Description Amount 000/322.'800 BUILDING INVESTIGATION 47.00 03129 97:1.0 TOT - • 0000 404144 pn40424h:4?+:' 4m.sk 1 3 ;at.'+aNrtl . rKrs" ."•V • '.,rtn. .777.77,747.77:7 4614 05/26 9717 TOTAL 2400.00 **************************************************************** CITY OF TUKWILA, WA * 2.J200-- 'SI TRANSMIT ********************** ** ********* *************************** TRANSMIT Number: R9800290 Amount: 400.00 05/25/00 10:50 Payment Method: CHECK Notation: DUJARDINE DEV Init: WER Permit No: D2000-151 Type: DEVPERM DEVELOPMENT PERMIT Total Fees: 1,818.25 This Payment. 400.00 Total ALL Pmts: 400.00 Balance: 1,418.25 Account Code Description Amount 000/322.100 BUILDING - RES 400.00 • . ttriv •••■ Proj t:' : .: "' L/ A . €. ype of Inspection: I C'' i _sue Address: D • instructions: Date wanted: 3' Special 3010) ; , Requesters G Phon : a , 3 3o -(p0 1 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 11 P2c.vo ' /5 PERMIT NO. (206)431 -3670 IS Approved per applicable codes. D Corrections required prior to approval. COMMENTS: L Ox'c i t0" `Vow e )'V r> roNlewj n YOUe d 1� ■ l . L. hGV,� 160r ".r. I (1 r r Date: "S_10...d \ . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: x:iimFii"�tFt lr ra+>44' ,b ruse r� I :44trua iLato•4 Project: OMMENTS: Type of Inspection: Address: l 2 . 1 37/8 ) � " ei x4 5. Date called: } y27/1 t f Special instructions: �A * ,0(4. w 2.d- 4,44. Ze L G LQ/• Date wanted: j t �/ a.m. P.m. Requester: S G6int- (brit[ 0 ( Phone: vv ol 7"w ? ;0 i' L Approveu per appncauie 1.1.31.1C D. U ...v....wila , Nnv. .v,arr"vvai. OMMENTS: $ ye a/ ' i' Aid- l .R- CA is L___ 1 .4......e i ...g.., 3 °r 41 1 - . eS ce p4 e/ I t4 . -�1 C ("A c,671d/C ' nn ,0(4. w 2.d- 4,44. Ze L G LQ/• Aw . 1,'q0/ z1 vv ol 7"w ? ;0 i' ( -r t-,: 3D w 3h/ 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Inspector: t1v Date: 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 'at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. Recejjt No: Date: FAr . r .1,14 A,iaS Project:......--- 1 I •ei..) of Inspection,: . ;iel Address: Date called:, \---) , Special instructions: Date wanted: -414/1-4 a.m. da> quester: • L..1 . ) Phone: 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Ei Approved per applicable codes. Ell Corrections required prior to approval. COMMENTS: OiL Inspector:Ai ( (1— Date: 3/ 1:1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' • ' ' "' *14W, 44,W44 d' 4 6'49).44 COMMENTS: l o } L t i h A04 k v SV'u4 <1 Type of Inspection: -•i r) a.R 2.) r ICA - ( 1 .so. 3) 4-- \(Oc-Q huw&rs Ov 4 roni Special instructions: Date wan d: ra.m. 3 aq /o/ ,, Request Phone: yas 330- % oy (el Pr ject: 'O V i e (A.) Type of Inspection: -•i r) a.R Address: 13c202. ya' .so. Date calle S /o1 Special instructions: Date wan d: ra.m. 3 aq /o/ ,, Request Phone: yas 330- % oy (el 8 INSPECTION RECORD 0 - 15'j Retain a copy with permit. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .98188' ' , �5 " ���ria�.•ari.:=x •,•:aw` ;. rrd�, iv:. a1 +,;�:�,:�..:u'�ic`i.z;N.C:ri.. PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Inspector:(1 fl t} g on 4 1., Date: O 1 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: :.r.��S.,c:atdh ":' _. d.�.!: °""G.2CS " . . ^.isA�•I!r +4u:t��,±� � t• ., f.:::s >:,e.u...9•xJs.. t'�. u:IN:1ln.,4i..1iY14J.1 F..*.�.1'�i.Lt64�. N`f°:,xitUriiW�'`6�(�' • H& t.{ rt��itw S'f,' �. iW B A•bitdtt i;4�yil z re • 00 ; to 0 W =! J CO u_ WO 2 u_ < N 3 1 Z 20 ui 0 O N 0 I- W W ' 1— -; _ p w Z 0 z Project: Type f- Inspection: 4 V Address: \ hvv t /Z.A \v Date called: 3f Special instructions: Date wanted: 3' 'YG 1 o ‘ a.m. p.m. Requ ter: Phone: , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Ei Approved per applicable codes. Corrections required prior to approval. COMMENTS: L Vl V1 I hr. ► v,4 I)C�il INSPECTION RECORD Retain a copy with permit F ;� y oIntr (1 OA Q 1 `E I roc, C1'9 0.9(44 i w ;1C \t 4Ivu, � 1 5 r` I oh sly y ) ( k -e PERMIT NO. (206)431 -36 C,4( Inspectors - �� Da 0 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: .7: 4a, Rt.4.ii" 'JAS" 1t'Si1lTiL LNF ,^44f t.�'•L4Z Ar( V N ".�i Projerfti. ` t 0s ien/ 10 w Type of Iwectio : ° j4 I a -h Address: 17, o '-L si- Date called: .. 7.0 I Special instructions: Date wanted: a.m. - ,zg -o t p.m. Requester: Phone: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 •1) r 0S -") 1 PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: LA) 1 - rsvLa`l %O .-- a p' Ve4 (h>r Su,u t 01n l� v c wt Inspector: z Date: l Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: � zvi: l.:'n� ":+�, •1,�' � *y 2 y�'„g � k4 -+�'> � � � p ����" �'n�k'S`;+• S'4' S . t� ,.c s" - L ,r�s �S.. s74,, v; 1!a�[1n +J.L.a't�sNK+ Y:O�C...w..�k:fST'aln�. R:��,cs, �i4� {?o-.r �. r?' f,:. ki��:. Yf tsiirr�� .�.�- • L.M- v.i1d+Rtt.+ls<.fink' , 4,114t, r■:.Ai .. iY.'S'e'fi4v dl(It ANkSY * aF7+'?i31-i •6Vi'n.''S+:J" ?x k16ti 14.` , .41 COMMENTS: ‘ A d e s: `��02 �2 t�G� / 1 l0A rck e 1, v14. Lt t ct4'70V Covrec. i a►� c. as V ^ Requester: � /'. Fn sitelk . 60 he - .1 4- r! i v 1,n C.t k" Peas d'r 7)U S , P Q .V..,, 'L p . r'i ,,, . A vv\ in .e 1 k: P Vied fsat, NatGn i A d e s: `��02 �2 t�G� � S' Date called: o� � I ID / Special Date wanted: /./c , p.ni. Requester: � /'. Phon (ZS ... 410 910 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Q Approved per applicable codes. i Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ---ti' itIvir ..i !'U' .ViCi i"+v'2 47f + `; i �.` 'ti$ i. :`..- �.�,' - .775' 4. fH�± =ysYL e: 't: argYitt r.�isSn�� COMMENTS: Type of Inspection: ( yt -„ (�fi itig I 11 J� . rSO( G�l trrn 1 h O' a VaCtt°C - k e V1 it 10-e .s n , ) J .c a/ik s lbv `---- Special instructions: -/ I -P r Cr 50 (--A1 ye_ c o -T-Ci -k- v v. c3/6/6 / p.m. Pcosi c► c\ e 04 0 to e o Phone• (J LfaS 330 -9 °10 q 1 0 C 1� sA //n1 ' h, (Ai St 7 Project: t � Type of Inspection: ( yt -„ (�fi itig Address: /670o1 ,� 42 0,14 3 v Date called: Special instructions: -/ I Date wanted: ( a.m.) c3/6/6 / p.m. Re ester: o Phone• (J LfaS 330 -9 °10 q I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. r INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -367 X rrections required prior to approval. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: op 4J- Date: ) 5 _ O 1 Receipt No: Date: " a' ? ri #rsrizl •.4Avta 1�} J.sust.uaktIr.h t'llar::f:-t nr7� i9 f�i3e t+t1�.� s �v.c. r'LlG..d2 : stuAtd&l?': -.0 r /tof,44,464 UkI.V 0,V i g6 Project: t 4 .1 1 a ierUtrly Type. Inspection: tl'awtte Address: 1 1oOJ Date called: ;' )4.1 Special instructions: Date wanted: r` D- IS`Ut p.m.' Requester: r l!7 r■ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 EKpproved per applicable codes. COMMENTS: F rr v (k( • C Inn k o Icei app _ p r l?,r("C ( i7 I 4 7 t V‘ r — G r r 1I r�/� Inspector: c 'R onsiv i ir Date: S F O INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -36170 Corrections required prior to approval. $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: ^ .a9alr0 -4)th ." '•. -"� ,w..cau c&Sob,.w.tw.�,a..a., ..... . aR.� +r�i�aC�ae ✓6- i..i2i�ravw,ac .` x:. 4 ta... asf;, 5a. ww.= ?'. iiSd .a�.t".:Yrd�tiiia, +xa,ia±v%`efl' ;tie' ' i" ldfrt . ° �nK.m434'� s **isi v w:JtiAR f; ;. ` :. FfnxrSe t.ciJ!`7V �'e {w'il tli ::;us'+.u..a L„ n1r,R.z.36r,aaraY' t ?.(c�,.:k COMMENTS: Corr' 't; UInS 4 0 W\ h( P f4 / 0 a.-1,„. L 4 4- (n \-e4-C_ ` I� AjeA -Q. t ►v bo \ -\- of o J .(a) V\ )-• s \\ INN s c t r c 0 1L , 1Y,suiu1 -( Special instructions: Date anted: c:: 0 /. n No-k-p P : � C - +e- 1 h -} 0,...\- G? k c,( r' h-P " ) \ \ pcf C M R este 7uy1, r 6 Project: Type of Inspection: ` I� Address: r�� /3 oa �Z a� Date called: •a / /D Special instructions: Date anted: c:: 0 /. m. p.m. R este 7uy1, r 6 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORF Retain a copy with permit PERMIT NO. (206)431 -3 Approved per applicable codes. Corrections required prior to approval. InspectorrIA n Date: ^3 1 2 _ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: R3 <l r:.t u.ra,s 1;n tar«J :4 41 Cr M - hl,�*.L1✓ �ti.?i .sw5*1,a�:srsYUa4!!?.ns,t. 'v,J;. mo t,, c.) 0 mu) N LL w0 N C O ! H t1J z O : z l- no 0 co 0 = W• LL t� j w Z 0 z COMMENTS: e O rv'?ca inv■ 5 'crr)wk ,Mole *L 10 I ? p 3 .4- -s co ws 4t A d re s: I 2 L42i t1A ve . • ' 1-'i'P 1m S -- i el- to S-4 n U i.S-Gh ti ; hy Special instructions: Lor , A ..) P: low- Lrk-2, 0 va .S'1- o'4 At o c S u e 4 \- t �!`f U 1 I tit -YrGlmth ∎h ec to>1, Phone: `/ZS 1 .>o - 9 ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit r. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .) I / PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Inspector s' ! - Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • cr.Isrb I :a:w:afc•.ASd"r ' k:xssra;3. `w �Xte�:: }yr,;:4«csuSaa fxtsK« �.,11'uuZ'"i:CHb?+w1U%�? !?zlri,: i"f ?.:.ta( .4t? 4e�'K rk+i,J:fih% L'> a. '�5'iGX lravM+'`i' `'4�fdAtitaAt.. n aw: ``1:r+1r� Z Q fi U O N a CO w CO LL W O g 5 u_ co d W uj U 0 I— W W U ! LL ~0 W Z , CO I— _ O ~ Type -f Inspection: 1 A d re s: I 2 L42i t1A ve . • ' Date, called: .2/2/0/ Special instructions: Lor , Date wanted: 215 ' a.m. ( /01 p.m. Requester: ) - - ..0 (1 Phone: `/ZS 1 .>o - 9 ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit r. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .) I / PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Inspector s' ! - Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • cr.Isrb I :a:w:afc•.ASd"r ' k:xssra;3. `w �Xte�:: }yr,;:4«csuSaa fxtsK« �.,11'uuZ'"i:CHb?+w1U%�? !?zlri,: i"f ?.:.ta( .4t? 4e�'K rk+i,J:fih% L'> a. '�5'iGX lravM+'`i' `'4�fdAtitaAt.. n aw: ``1:r+1r� Z Q fi U O N a CO w CO LL W O g 5 u_ co d W uj U 0 I— W W U ! LL ~0 W Z , CO I— _ O ~ COMMENTS: ,/) 9 /) ,( . -' 1 - Type of Inspection: + '7i F77-t,.6.49/ ,,,A- � i zit F r1,e+ ./2he4f< Date called : 3 f/j2-01 ,g/Ait 1--itf.17.. ce... eZ—e4 ,‘,-, Special instructions: . 4../ ` ,) /y, is 4 ,�iel./ . ,4 at�^ PiY �I'7 33) p.m. Requ ster: L� w � 6,-9-e- /vA f 5) F-, e_,, hl0(.G� M 1 A,- C A-- - wu 0 6) f , t.6lt A« /ls 's ? i;4,1 „,� Project: f:I)57fO�'VU� Type of Inspection: Address:( , (.12 � Date called : Special instructions: //25/ I 33) p.m. Requ ster: L� / J i'►S 'kf: Phone: Approved per applicable codes. Inspector: ■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to ap Date El $47.00 REINSPECTIc FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: a' a t . hh i � 4 4 d c ' ‘ 8 ! 4 . 6tp, til '. UO Nom; NW J. W0 g Ji ry — 0 tu z F ( H0 ▪ tu p ILI O N ; = V w z 1- Z Project: �"+erv1��,) Lod- pe o In ecti * I + � 1 _ _ _ tT' I`�` Address: X3(002_ H2 AV S Date c lied: 11 /24 00 Special instructions: Date w • nted: c ' a• � 1 ?P 6 6 Reque ter: Phone: ,. .3 31q-52z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (200431 -670 Approved per,ipplicable codes. COMMENTS: PERMIT NO. Corrections required prior to approval.:; 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: jL#$iC1 - _ n tars. =_ oL izziataisd YW. rLC��ux+ �� t= �+a'i:m7ir'�t ��331�+Yi tC3Z ...�.., : are s,LL' tS�i...v,F.F.uu.l4'.;h ^N1r; r,� {ir tilc 4�C `T4Y,.�Y 1 if{vc +u�.h 4+JFr'"� 4,.'s41.,w f) & .,Y,�6eu�L21�Hk'/h4TeF ,cite, �.1 -. J U', co N O W W' J W O c o 3 = O' W HO . Z F-! 2 j O N' 0 1- =0 IL 1 - —0 Z' c' i=ce' Project: F7151c�f N I t e �a - t om Lu�� ► Type of Inspection: c j 1 e L o O A - 1r4 / k , ► ,. , Address: 1310 0 Z 42 ,- r .,, � —.) V 7' bate called: I I - -3U' OD Special instructions: Date wanted: a.m. quester: (, DVA._ one: D )1 C I' ‘57-.7.9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval COMMENTS: JVnY -�In 51c \f w,t rvVr 1- ST-1-P-1 L) j r �v-1or Se1,r �r,, 11 \ K)o,► ov' v, e tS , c�aaci 1 ! I 10) GiArcirr \,roe - mt551h 2V( Tn r 1 z 2 , k>dY -- Yv115S 1 r`c C S c r v, A C S 11,9 1 c U F I�r — 'm‘55!ri i 2 2 0;11' C 51(0 )1 ell I s } Date: I 1_00 Inspector:'$A9 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 1 .iteAVel:.'tii 't+lor. +'atZW.C»tamaual tt. sue -.urtaka-r ;.44±4 ''i1MfitE+J.ic :' siii$ t7 �i:,' 44. 44:ikldabw47iitvi.P4 #37 ry um 2 JV ! 0 N0 : • W • 0 W u. Q 52 d W ' Z �! 1- 0 Z 1- 11.1 uj 0 I— W W '- U. 6 O ' .. z U N; O Z Pro' ct: . 0 °V W 00A) Type of Inspection: r907 Addr P Date az 4Z AV- called: Special instructions: Date w ed: 4 9.0 a.m p.m. Requester: ' LTAICAVCIPie Phone: INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Gci ,t? c.7 f J1 k4 //‘16.97 Insp r: 4P1,17 ‘111404 PERMIT NO. (206)431 -3670 Corrections required prior.to approval. Date• Q /1 �o El $47.00 REINSPECTION FEE REQUIRED. Prior to inspe lion, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Luw.n .e. ":7 ,.,,r1. _u., .a.rJ«.wv u.: KV/.'. f`. Y': C4. itF lFnSLU:�+its.53zNa1 «3.:�.i+ia� sidbfL64.xdi " alra al,a,§';, 4'di'� , Wi:46ti1r•?a.r�&w ''x+ Fad:, dsn�G., uifi t. rJ,0 aB. atd'44 w}.140.44ke kt Project: l ''Ns-fes —L-hr l Type of Inspection: -- -. , 1"c Ix) (tech on I +i vleL.. Address: a 2._ 4•1r 6I 4./ s Date called: • ( 0 - 3 r , - 0 � Special Instructions: Date wanted: in- l' a.m. % / r/ // ....1 GZ S er: Pone: � c� SI 1 I INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 61 � S PERMIT NO. (206)431 -3670 COMMENTS: Date: /O ? / Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: .�, '4 s *44e i4;4,V.). arts. ,.k: �,; ...�.�. Zc• ;-. , oi,.04." a`ew, i4iyaG{!1a'1diAaa +1: ''dxelaw+x ,4'i':2fanS@wrU;x'� CC ILI D C) v O co CI W ' W 0 ti . 0 w z 0 01- z prpoge.,4 VAIA4) of InsP Qr /tro Rio I F- r 4>ipt Da te called: ! p instructions: r G��k. re---1/07e �f�- l eG �A__ Date wanted: f 1 7 m� Requester: C Ju r . f ) Q� Phone 4).5_3% _. 7/ o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: PERMIT NO, (206)431 -3670 Corrections required prior to approval. Date)/ / 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: Oh" saciac...4.3.04.44i...6.152.4,46a.a.a.r..ratuldestailfatitti410,kwdclualeAktiOns.oiritaatardatlarA. .nca3.1.le , kt ud.,f .liiy�(. ,�ni i+t;zict'+ rrtiva;a°iduina'eiti�G a akl.tPac:k ..a FRA4AS X5,, : +$41. k6-y. trhtr?,, ' `;41X A10,;4tii'k' M 'j rJi ti of Inspection: � A - (nt v ►c bra l 1 - A a s: I 00V— L Al,' Date c I led: { � `-� Special instructions: l t D � � anted '� a.m. p.m. stsylter: lri -./ a Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /, � b<9( I /// . ' 1_ 1.1%71 ,- / 7L e '?- u' /''P C �� 00 el u, ry '4 b 4 , 7 $47.00 REINSPECTION VEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ca11ttz — agAzt1 YfCIaY ~} S7 tealSt e.,. t e atituvAZ rtii yV1Qrr -J.mLY1 :4 h.eiru:K.+.il �} i}TIMAJ`+u7M1a1 �.t,. h!�iwY "•ilaai��¢'A•IL�w4.d' '�Sli3.d:`e z o o • N O V) U1 W z. I-- w 0 g Q � d w z � H O W ui rte 0 w F U. 8- Ii z : U u) O Project: Fc,rs+ r Vick,) Lu+ Project: , Type of Inspection: o,cre-Fe- 5\c b r�/ Address: 1 "1r 0a y2 c ,4- S Date called: 10--0_ (- ) Special instructions: Date wanted: 10 — 12- - D ` ii a.m. Re uester: ,...) cl LSOO Pone: 11 t f `''l �cj-- "I Lo (� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 15 PERMIT NO. (206)431 - 3670 Approved per applicable codes. El Corrections required prior to approval, COMMENTS: s PE.Au r- CAS 5be, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r i p0,. ,± a Ke r• q... j Je la `.'. 4 4 zz R' . i...... o3E �e► �c. �' ai'' ��4t31.�Y,�J��Bc�'a2diu�u:�k��' Mika ,ei.sai$�i�u�tw.i.G.i�aSz�c..4" xnwzrai �bwc..iE44'�w 4xsal:7�.''mA .w. a `iaxi zmr�:�d °a���rrinkl< G , 1:41 :41. Doject: 1 err we e ( -J — Low 1 Type of Inspeetio0: rt-- L�r,(fctr- lvn 1 firSS Address: Itn2_ t42nc.. A VS Date called: '> 1t' -1_ Special instructions: Date wanted: : [Q.m. Requester: 4— 'T Phone: 1--(3 S- .1SL LIUSS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 COMMENTS: o , (or ge-6(7/0 06744,66 76 �C �o / 4/..e Jam'. -.►e -� ,� /,r�tnr' Approved per applicable codes. 1rCorrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; �'..��'Y�Ki�ie�M,�.i�, "y -9Z air � 4a ..� • _. 3ini i stuff., eCa�S31 :::e�a.bYCr:u�.t13Y11�.ai+�:K .;$�� �13fif:, �il:'6 kv7 �itrtxlma(tsrt • Projteet Type of Inspection: Add rt: 602. 42o Date called: Special f.. Date wante : /0 I/(0 07) p.m. Requ ter: a Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -367 pproved per applicable codes. Corrections required prior to approval. COMMENTS: • .► El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ,h�a:.M,u..:.r... �i�L..Y.a..sraru.ldfC,t�z:�wiu - ..x••,. ,. LJ;��t'uicei!- h.2.=ta; • ,u+x.nv1S: ,.z1- oa�4_J;UA� ab'✓i(H; �:INtELSC 9 U : 00 ; rn ct (n W N � W 0 tu 0 z L u 0 DI 0 I_ LU ll. 0, ll• I . 0 ~ z Project: .ectla,.. 4-1 Typ of Inspection: FO c/u, rro1J Ad�re 2 92 I S Date called: Special instructions: Date wanted: a.m. p.m. Requester: 0... Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 South enter Blvd, #100, Tukwila, WA 98188 Approved pe, plicable codes. Corrections required prior to approval. COMMENTS: 416 - /f,( / Y /'•-1 -1e-)L Pe Ao r2) Qv�,E�S '6x36`, -rya ro''1c30y 0 $47.00 REINSPECTION F REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 :44A- 1 ":r`tiover:i4 wi4:., {? acito.v.44;, :ki444,1 a�k1� '2.,vfu s!d�15;ttifr9�" ,iW.'S.Lci 4di, Project: TC7Stf rvIeLN C Sici-iC.s -LL.± I Type of Insppcti9n: I _ . L•L)nC l ttl CA f_C:Ctuys Address: 1 C2_ L\ � A S Date called: ` 1I`0c, Special instructions: .� i Date wanted: c l_ t 2 - 00 a.m. p . i Requester: �Ct SG( Phone: L-1) ,— 1 -- k- - X 11 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. (206)431-3670 Corrections required prior to approval. COMMENTS: ' & e5 -nom (e —P7 w1 p4P/sGrf_ i:7-eP_ B ;t(C y Insp Date: 1 C)Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: A:;ale:trr..&Y,1 i��;ish'WeJ�r.�s,:,tii�3�Nw : "".. ` ■;.§4, ' ty ls;$> "iti,?i''4 Test No. Test Location D�Dth dt.t sell Type McIHU,n Contuntt%) ON D. nutv,PCFt Aettl'v. coo,c�'. mcu Remarks '1 t11 3 3 3 . e cc. cm...,,,,, 1.4,1 »r . L.,yr r• t ` 6 FF K 1.4 1 r 4 ., T71. 3 . . . ) ; : , , I S w 3 s $ Cao,..c,. I - kutk LT " f - FP K 11.1 113? 9 d' /. , a't . S w 31s SW (-)",-Er 14virt 1 oT ` l - it'F>` AO 11. 11/. s 96 Y ,Si) 1 "; J 3 s S t C.n,,.t.„ N,,.rr, L+, " f - S r"F K la. S 114.,) 9 't _J weather: ey Pro)ect: I-- rzy �,• g n uz�.Of /1,J Locatlor •S • /36 4 —6W. �vt S, f I tnt<ur t.� ,Contractor C.L0 vr7� i. i 76t.n S r'ri• " 7 v 01304n44. A - rE..��' figl1/4 C-4/1 I 4c7 4 L �' G I4 t F � 440 Lt.-1' t^r'�ti L�� r` I ,1r f�AGL, r Lt_ ,4R���� i � t - ��� 4 1perr.) A LL A Attar\ TES^r& j,in i Ar LL JT 9S' _ .2r !if• l-Ar NMA X,,-1,I, - l�r rs, ry TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821.7777 Present At Site: aM00sitM elletttnt nt! usr tiollm vISsttpMrd'7'Pi. M01111i Su bject: GARS l Dal '�a,a Ti+o Cr,: r..i Field Density Test Data Copies To: "'f'; (S Daily Field Memo Protect No. ISI -,Z Memo No. 13Z Oate LOT 7± I AG) <rert. v . tO 0 cn W u. W o q J: LL Q ' =0 iu Z 1- Z H 11J ui 2 p ' 0 I- W W`. Z I- O ; IL i Z � =f o f Z Project: -Fc s-f r '/ w eSfiu eS T e of Inspection:6011lCX .LC i ,n..�t Address: ISeD 1 -12 14- ' A \is Date c alled: d - 16 - 06 Special instructions: Date wanted: S Co p.m. Requester: C'le Q.r Phone: 2.06 - a.sS -9203 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (J Approved per applicable codes. 1 PERMIT NO. (206)431 -3670 COMMENTS: Na — J." _Owe..., 0f > 1 /1c7e' f- /a 5 ID 6-, / / � 4.I,0m e r r 4 14 sof 'T 4444-4/ J2 //I Inspector: Corrections required prior to approval. Date: /7 0 $47.00 REINSPECTIONYEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,.•1..� +.: G.,N.u....a:r �:i....tY+�A�wcr.�ifiw d...'.tiJdi Project: V / Type of Inspection: Address: /31202- 6.2 S. Date called: i eco Special instructions: Id Date wanted: t `� a.m. P.m. Requester: �, S.7:1 l..d CQ y Phone: e INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. /Pill 1L-/ /00 iA6/7/ / �f ff)..5 771/x ( I C ti i COMMENTS: 1 !.i _� A_ 1. l !. Pau ,ck i win S f , Aeym 044 ich = 70 s'a cc4 i iith. tA g.lg. Ste Inspector: AU Date: 8/4,/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: tu�d�sS.R ae• l�+Ci`ccu3n:.nw.c: "..�...:.� s.._.. i .d: a.�rrm..._�,»�.r:.: --�rY ._.Lti..���l vua..+... iait�ri'sr r5' fJPa uSC:iGia� h4.i.r(i.`'•61.CM. E144111S50tf i1 c. a , W • 00 00 to u i V) W H! u OI g J' u_ j = W z � 111 uj 0 0 I— W W 1— IL. Es w z > O ~ z Project.• _ it,-(A) � Type of Inspection: L Address: Date called: / 306 Special instructions: // �,, -- L c. / y . / Date wanted: 81 V a.m. P.m. Requester: / C0 Phone: 4 / 2 -3 // 75 Vcir INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: // 3/00 1L • Inspector: O�V Date: 7 / 3 // $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: L 9s+: aL �s y }?5 �3 , .'���f+t yet +f :ti'• +,:'nj; i r1` +Yr_. '.`. �:cr.' u,...,r•. xi4W atibil+k.r.(si >'cif:i+ " midu - r•.�v:.� � _ ��,�.�; � 4e+J •if�3D.th`�•Si =J+f�' .. T , ., .. t Y7 {n:r�t ry .i�it +^' .,. f + ifJY ..tJY1`�ala!F ..,r•^r�..�.. Z4rrir�j' i" �:. t1id 'tii� +•.;Farya.e.��.l+'iv �'... -y.,,, .a ,:w':� Project Name Address FINALAPP.FRM City of Tukwila Fire Department 1 3(002 4 7 e. .5 TUKWILA FIRE•.DEPARTMENT FINAL APPROVAL FORM 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: John W. Rants, Mayor Thomas P. Keefe, Are Chief , Permit No. De J-17) Date T.F.D. Form F.P. 85 Suite # \ ? ∎101 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57.5-4439 2000 1 1 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 U O' 0 � w O 2 q J CO 3 ` F. Z W V 0 O ff' . 0 1- w O r •Z Z JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 � ' ° 5) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT 35 EFP 0.267 Cf 4.67 a 50 w4 0.67 w 0.67 t 0.67 toe 0.67 heel (2)#4 d =l & �- ,D3(7 lulu= UNITS COMMENT # /ft3 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 # - ft Mr 1,349 # - ft Mu 1,010 #- ft W 1,094 # w1 375 # w2 467 # w3 202 # x1 1.67 ft x2 1.00 ft x3 1.00 ft x4 1.00 ft ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft - 41= Z500 1:5 ¢0 ,rs/ /4= 1,0K' d= C K T/4/ spAks WnelZ. , 002 3 14.102 ,7(207) ' 21 JCS NAME F ✓/ • =W SW EV ,0E. NC. zO l el OAT: 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 6 t l CO o EV SHEET NO., ' s 8 8 "DJZ 1 (?&c . )#4- 70F 0 CE z (41 WAL. • 5E/0DS (3) # 4 co J? C JAMIESON CONS. jTING Consulting Engineering & Project Management ,1901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 ./= 0503 40 K$/ Mu= /, 5 MA) STEEL_ CIAZe $P4) r-Oz OL/D /4& K� INPUT 35 0,267 5.33 50 0.67 0.67 0.50 1.33 NAME OUTPUT EFP Cf UNITS # /ft3 a w4 w toe heel H 6.00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1.66 F 630 Fk 180 FS 1.871 Mot 1,260 # - ft Mr 2,358 # - ft Mu 1,502 # - ft W 1,685 # w1 851 # w2 533 # w3 251 # x1 1.83 ft x2 0.83 ft x3 1.25 ft x4 0.83 ft ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft JOB NAME Th V iEW JOB NO. 2.0 e/ DATE TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Len th of heel Overall height of equivalent fluid Total footing width Soil bearing if X Is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3 "a2 BY >4 SHEET NO. - OF 2(16.0 Cief— roP • I( tl J -/b'c1 A-t-T 13E/0;5 1 1 /2 11 C -Az 'C) i4co ,Jr _1_421 u) uJ co IL w O ° w o 0 E— ww 1 -- U 1 O '; , • Z' U. O ' JC JAMIESON CONSL,,fING Consulting Engineering & Project Management 401 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 '"c) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 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 1,246 # / 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 c ncrete 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 x1 3.08 ft x2 2.33 ft x3 1.75 ft -P C- 25co pf , 6zr. ¢D K5 ! lulu= 3,G7 G� =lO'' 4= D,3 /,4) 4e 8 -, o , c. /friu = 1 //=-475' .S mko - roomt// S PA , ./t/5 JOB NAME F0571 vf i( JOB NO. ZO ( BY 1% DATE SHEET NO. 4, OF N S it '11I =r iEuu IPb.O (2)444- -rvi rrI1/z ik4Je_s" O, c (5)044 col (2) @ Tom 8 /D UJ re 2 W J N LL' w 0 g -j u- < U o., w W± 2 ID a 0 N. w W �: H v! ALI on O F JC INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSL Consulting Engineering & Project Management x901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w toe heel H 8.00 Lf 4.00 fs 1 ,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # /ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME FODTE M y /E JOB NO. DATE SHEET NO. 4 OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing - ,4-- z5co psi .6/ gsi �, z'' V( 6 1 ' 45-0,37 1�u FWD tl1 " g0g- * 4 Gr /2'ta, e, Ya. 2,65 6 5' rcrrhtl 5P4X1s f/0glz, G =22/ ^ 4e,4-g/ h 11 d-- 42/l " 2 y / � = p�53 �/V (3)4 - (3) �� @ - rte ,1 C-4" 0 • BY . 7 , J t- 3' 'cLrz z i • Z Q: U O; w w, 9 LL w 0; u_ a (0 d . Z O ': Z W w 2 Uy' O — O F_ W w F-- V g_ O '. Z` UN JC .1901 KIRKLAND AVE STE B4 • KIRKLAND WA 98033 �' ^5) 803 -2581 • FAX (425) 803.3289 INPUT 35 8 0.67 0.67 2.08 0.67 JAMIESON CONSL STING Consulting Engineering & Project Management CANTILEVERED RETAINING WALL W/ BASE SLAB 5 /p o NAME OUTPUT EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft c- 25C0 ?! , 40 Ks/ 5 O7 K d 4ht 376' -1 C 6 aor C , /I / " / - :z 44s tZno,C, 0,&5 JOB NAME F057. 4 /«Vk/ JOB NO. C DATE SHEET NO. 1 , OF COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 6Y " DJ 1 11- 4I1- 4 /2 ' or c, Jl ,t G /D or C, .4J c 4'ot c, (). 4 c JT "CLrz JAMIESON CONS _TING Consulting Engineering & Project Management J 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 10 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.83 t ft Footing thickness 2.25 toe ft Length of toe 1.25 heel ft Length of heel H 10.00 ft Overall height of equivalent fluid Lf 4,17 ft Total footing width fs 1,811 # / ft2 Soil bearing If Xis in mid 1/3 fs2 1,932 # / ft2 Soli bearing if X Is not in mid 1/3 Lf /3 1.39 ft X 1.04 ft Location of resultant force 2Lf /3 2.78 ft F 1,750 # Total horizontal force FS 1.539 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 8,979 # - ft Resisting moment Mu 9,917 # - ft Ultimate moment for concrete design W 3,019 # Total weight on footing w1 1500 # Soil weight on heel (120 pcf) w2 1001 # Weight of wall w3 519 # Weight of footing x1 3.54 ft — x2 2.58 ft x3 2.08 ft 2500 40 Ks( 44 Ks1 .#5 4=9z'' 4 JOB NAME _ T • F v !EW JOS NO. Ze / BY 9Y .12)01! DATE SHEET NO. 0'r • CI) ToP (wEili . fa �4 t , 105_igoo orC, 14x20" .&)04- C � cavr 1'4 ,tltt 8 (L JC JAMIESON CONS L. STING Consulting Engineering & Project Management 4 901 KIRKI.AND AVE STE B -1 • KIRKLAND WA 98033 ' ^5) 803.2581 • FAX (425) 803.3289 INPUT 35 12 0.83 0.83 3.17 1.25 W s. &'OrC, G ( /ND //' Fcg r l2 "Ov C. 8 g 3,54- 07. 172 , NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 OUTPUT UNITS # / ft3 ft ft ft ft ft 12.00 ft 5.25 ft 1,850 # / ft2 1,954 # / ft2 1.75 ft 1.35 ft 3.50 ft 2,520 # 1.527 10,080 # - ft 15,397 # - ft 17,136 # - ft 3,948 # 1800 # 1494 # 654 # 4.63 ft 3.59 ft 2.63 ft 4 -4o g-5/ . 4 gs( *5 de" 4.0,53 „A / Id' Location of resultant force • 20181 JOB NAME JOB NO. DATE SHEET NO., 7 OF CANTILEVERED RETAINING WALL W/ BASE SLAB �T'1'6.O 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 (12Q pcf) Weight of wall Weight of footing N • I ll 7 g 60 L rr 1114 /Z'O,G, cow; • ....�- 3 'cLr- /D / 1 62 � CO o' W W ` 1 W O 2 uJ Z ' uj 3 p o � H U' • -o ui Z wN. JC JAMIESON CONS�..,TING Consulting Engineering & Project Management 4 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 • CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge ,e51 .� Ast Ale 23 d 8'! 4 =0,744 F4 5s 5 do, c, p /4/D 4 pog 4@ %'0,c -c INPUT 35 12 0.83 0.83 3.33 1.83 z- Ps/ NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3,75 x3 3.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft # ft ft ft ter: - 'z- v i«I� JOE NAME JOB NO. DATE SHEET OF _5 COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 Weight of wall Weight of footing Ze 1St BY �J� Vn 0 t 5"Glie V-4-" NT5 • 8 ri 5 "O,C, -(7) ; ¢ car • /0 0 �` / 1� �' Nr5 JC INPUT 35 0.267 JAMIESON CONS....XING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft z. psr 4 c 5 1 t 3,9K' d.---6 4s- e/e_sifoce, F/ND 40/6/b,C #=5.75 N� /tErSLED /NG !"�.4./l Mt SP4 /./0 1 z. NET or PAs/V ks 0.3 //II z- JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing W Ng 5 ife 5 n (*i 4- ra7 • 1o/ m e t - Le i brCI <3/-0 1 ( 5 )'#4 Calt177 4 ,„ C JAMIESON CONSL...TING Consulting Engineering & Project Management 1 901 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 # / ft3 Equivalent fluid pressure 0.267 Cf 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 9.17 a 50 w4 0.67 w 0.83 t 1.00 toe 3.67 heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 ft ft ft ft ft 10.00 ft 5.34 ft 1,854 # /ft2 1,885 # / ft2 1.78 ft 2,01 ft 3.56 ft 1,750 # 236 # 2.950 5,833 # - ft 17,206 # - ft 7,647 # - ft 5,670 # 4038 # 917 # 664 # 3.50 ft 1.33 ft 2.67 ft 1.33 ft Location of resultant force IZ..- z5oF , '6i =40 11a= 7 65 "`' 45:: 0 PAR ,e0g 4-V0 317 K' 7 iU0 XE sL(D Fc T GPA -III #01z/Z, 10 " NET 0 PA' it JOB NAME JOB NO. BY DATE SHEET NO. OF Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall - Weight of footing 3 "CLg /-0 11 l?&o (2.)4 1( ( & I � tl. C , r( IV ao.12_ . 4'L& S tp,C, u 3 r0 "r; o'brc, (» 4 co , &ir • 3 8 (NTs 00: coo N w CO w 0 '. tL Q ; w . Z uj z 0 O u ) 0 H. w Ui kJ . z 0 H z JC JAMIESON CONSL...2ING Consulting Engineering & Project Management 4 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS 35 EFP #/ ft3 0.267 Cf 11.17 62 0,83 0.83 1.50 4.67 a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft COMMENT 25X PS/ 4-4 gs/ K5/ 4 Ida= /3,s3K' d=8 " ' 041 m l 5 c9�o.c, (e'6a) PAID I / F,z -/ 4 d-9"ore 47 1-/= 775 �D 41E7 SG(V(()G ; 774J SPAN5 #0z1z, (0 3 CLg JOB NAME JOB NO. DATE Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soli 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 • 4 • /o. BY SHEET NO. OF iili'& .b • (44 70f' 4- 8 (Nr5) ce M JU: 0) la W= Lu 2 tn W i H Z al p. O IJ O y . w w • ti • ▪ Z Uc 0 �; WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 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 s9. 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 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) 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 X Area = UA Proposed UA 394.5 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 891 36.5 226.0 117.5 56.0 21.8 2010 164.8 351 21.8 891 32.1 16867ft3 (108.0) co CI w W W; W O a a' ' J' LL < CO D = 0 Hid Z w Dca p O ff ' . O H+ W W IL F-t 111 Z j 0 I" Z • WATTSUN 5.6 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Heating System Type: Make: System Efficiency: Modified Efficiency: 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 PROPOSED South 56.5ft2 Southeast : East 56.5 Northeast : Eff S Glz: 4.0% 1997 WA STATE ENERGY CODE COMPLIANCE REPORT Light Frame, Sheetrock walls Location PROPOSED Gas Furnace DEFAULT Vented crawlspace Attic or garage 78 % 0 61 % 0 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 ( ®125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 North Northwest : West Southwest : M- 3.000 Surface Area 371.0 ft2 74.2 ft2 PROPOSED 56.5ft2 56.5 1855 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 07/12/80 HOUSE ID: 99083.24 5565 L) 9, u . W? W O J4 LL 4 Z ? 0 o' O N U. 0 air Z U N O Kappler Associat Architects JOB NAME: JOB NUMBER Dujardin Development Fosterview Estates Plan 1843B 99083.24 DATE: 5/22/00 BY: SRU WINDOW TOTALS ROOM NAME 1 WIDTH (IN FEET) 1 HEIGHT (IN FEET) AREA I QUANTITY I TOTAL AREA TOTALS (IN SQUARE FEET) (HOW MANY) (IN SQUARE FEET) (IN SQUARE FEET) LOWER FLOOR Office TOTAL LOWER MAIN FLOOR KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY TOTAL UPPER MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 2.50 3.00 7.50 4.00 5.00 7.00 3.00 6.00 6.00 1.00 5.00 2.00 5.00 5.00 2.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 4.00 4.00 4.00 4.00 4.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 20.00 8.00 20.00 20.00 8.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 40.00 8.00 20.00 20.00 8.00 7.50 156.17 PPER FLOC 96.00 U.MMAR 259.665 1,863.00 13.9% 7/12/00 9908324 - Glazing.xls TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review _ Fosterview Estates, Lot 1 Tukwila, Washington April 24, 2000 Project No. T- 1515 -2 • Reference: Fosterview Estate's Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: - As requested, we reviewed architectural plans prepared for Lot 1 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the, referenced report compilation, and to provide additional recommendations as required. Project Description We reviewed the following plans: • Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.0, Architectural Plan • Sheet P6.1, Site Section for Lots 1 and 2 The project plans we reviewed, 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 will be at Elev. 180. The garage level will be at approximate Elev. 167. The garage will be constructed with a slab -on -grade floor. To achieve the planned finish - grades, it is anticipated that temporary excavations of up to 12 feet will be required. It is not anticipated that any significant fills will be placed on the lot. After completion of foundation walls, excavations will be backfilled.- Discussion and Recommendations :. Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com t Y w, rn w co L w o g J; Q : U � wj I o ui V o 0 m' uj N !. Mr. Bill Fowler April 24, 2000 Excavations and Earthwork The site pla indicates that significant temporary excavation will be required to construct foundations for the lower level of the residence. It is expected that the excavation will be made through recently placed recycled concrete materials and native soils consisting of sandy silts and silty sands. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on 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. 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 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per square foot (psf) should be added for restrained conditions. Foundations The foundation excavation on this lot is expected to extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. • The foundations should be designed and constructed in accordance with thq recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf. 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. Costa Philippides Engineer • Anil Butail, P.E. t. /00 President CP /AB:dvp p it s 1?J9101 cc: Mr. John Kappler, Kappler Architects, P.S. • Project No. T- 1515 -2 Page No. 2 ' u4 i•+i'.S4`.'.:iL':ir'l'f'Aft�tn r 1 a: U O , CO CO 0 LU J N LL. WO d : �w g. o Z 0 1- w w` �v O t .. z` O ~: z - Kappler Architects P.S. • VERSION 070 INCLUDES 3 STORY Job No. 99083 -23 Date 2/29/00 SPM Lateral Analysis for: Dujardin Plan #1843 City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis Long Wall ;x;1381 „ 12.8', 11.0, r• :0. 0;' :«n+A MUITT.NZrm,,,. w .,,....,,....._...... �arae.+ M• n, rawNra9nnirmwarwx�trvntV !�..,.,nx NOT VALID UNLESS STAMPED” "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default "WET 7/12/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 145 0.00 0-15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 - REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 1 -9.49 1 DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = qs = Iw = VALUE USED Ce = Cq = qs = Iw = therefore use Method Factor Wind Stagnation Pressure Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) n= r story shear r max = 1 504 1 10685 1 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis 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 PSF 1361 37 504) o.os J PLF SF # FT # FT # FT # FT 7/12/00 PAGE 2 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S I S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 VAPPLP494111.9iITECq65040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI Ilt,1 WA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 FIB EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 - DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 TOTAL. ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL (SHORT WAL J WEIGHT) TOTAL WEIGHT W= 23688 # 76180.5 TOTAL FLOOR FQ¢ €d11t320 1975680 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 I 10685 I# Wihl / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 # 7/12/00 PAGE 3 W gam: 7 U� O O to 0 ' N uJ CO W 0 ; g J ' tl. N = O H 1— 0 Z iH r= 0 I— W W`. • iH III z UN 0 ` 2 SEISMIC EQUALENT UNIFORM LOADING F= V(VV)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM SHEAR AT BASE - ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A 140 109 132 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT @ 346 # FT @ 492 # FT CHECK TOP CHORD M= T =C= 2 -2X4 10.5 s 6,4480 },93 2 -2X6 16.5 `` 4,1033;: - 16d 1.33 # FT # FT # FT # FT SEISMIC FORCE 31711841 #FT 18957335.76 677047.7056 ALOW.Ft= 525 1.331 698.2510K 143.64 # /NAIL 4713.50 NAILS KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 550 1.33 731.501#/BOLT MIN BOLT SPACING , a" ''0 2 ;421 FT 0.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ' 3474 FT O.C. 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 azaav Z W • V V 0 fn 0 co w , to LL WO g 7-1 LL Q ` cs H O Z I—; UJ j 0 to 0 — 0 Hr u j J. U LL rm' - 0 til U N O f' 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(VV)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM SHEAR AT BASE - ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A 140 109 132 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT @ 346 # FT @ 492 # FT CHECK TOP CHORD M= T =C= 2 -2X4 10.5 s 6,4480 },93 2 -2X6 16.5 `` 4,1033;: - 16d 1.33 # FT # FT # FT # FT SEISMIC FORCE 31711841 #FT 18957335.76 677047.7056 ALOW.Ft= 525 1.331 698.2510K 143.64 # /NAIL 4713.50 NAILS KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 550 1.33 731.501#/BOLT MIN BOLT SPACING , a" ''0 2 ;421 FT 0.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ' 3474 FT O.C. 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 azaav Z W • V V 0 fn 0 co w , to LL WO g 7-1 LL Q ` cs H O Z I—; UJ j 0 to 0 — 0 Hr u j J. U LL rm' - 0 til U N O f' 8 3.5 3.5 3.5 2.25 130 P1 " . . Mo= 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 11 INC O.C. Wall(DL) 280 280 280 180 0 Roof(DL) 170 170 1440 900 0.00 Mr= 525.00 525.00 2006.67 810.00 CS16 -30 T =C 893.81 893.81 470.48 683.81 MIN PLATE NAILING REQUIRED CS16 -30 CS16 -30 NA NA 13 INC O.C. 12 11 5 0 0 156 ;'r t 1 1. s,, Mo= Wall(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 /01 #DIV /01 CS16 -30 CS16 -30 #DIV /01 , #DIV /01 8 3 5.5 11.5 0 83 wai R11 1~ 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 /0l #N /A 0 0 0 0 #N /A f A Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A - SHEAR WALLS RIGHT TO LEFT UPPER FLOOR • Load Ht. 8 0 u_ 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls c c c d d d d SHEAR V WALL TYPE 7/12/00 PAGE 5 16 28 0 0 0 119 II P;1,'3 Mo= Wail(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 /01 #DIV /01 #DIV /01 NA #DIV /0! #DIV /01 _ #DIV /01 16 27 0 0 0 123 Ll tkf•'` Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0! #DIV /01 #DIV /0! NA #DIV /0! #DIV /01 #DIV /0! I #N /A _ 0 0 0 0 #N /A IlaillNiAlitStiVI MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Roof (DL) Mr T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A 0 0 0 0 #N /A I ,NN/ _ l Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A FRONT TO BACK UPPER FLOOR Load C7 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c d SHEAR V WALL TYPE TRIB.LENGT TRIB.LENGT a a b b TRIB.LENGT a b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls c c c d d d 7/12/00 PAGE 6 2 s rn 10 : N w; LL. w 0: g CO _. I- w ,. 1-0` Z D; 0 , 'CI I—) Ill W'. Ha, LL H' Z; 0 Z 8 4 3 5 3.5 179' Pi4' . 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 12 1 12 9 9 3 3 0 0 1 1731 r d`= P1' 8 4 5 3.5 3 179ts + ^,, Mo= 5716.23 7145.29 5001.70 4287.18 Wall(DL) 640 800 560 480 Floor,Roof(DL 1260 1980 1920 1200 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 STHD 14 #N /A ' 0 0 0 0 #N /A ( , ,. #WA ya Mo= #N /A #N /A #N /A #N /A WaII(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N /A #N /A #N /A #N /A #N /A INC O.C. REQUIRED #N /A #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 O u_ 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 346 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 0 w 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c d d d SHEAR V WALL TYPE TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d 7/12/00 PAGE 7 091,d:11,. r. " emseM!I+RNWVtttsVVVICKVIM ,,,M ; w., yn nc. rn P.. r..r+.t1 °' ^""'rmim.w+..M.... -.. #N /A ' 0 0 0 0 #N /A ( , ,. #WA ya Mo= #N /A #N /A #N /A #N /A WaII(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N /A #N /A #N /A #N /A #N /A INC O.C. REQUIRED #N /A #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 O u_ 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 346 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 0 w 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c d d d SHEAR V WALL TYPE TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d 7/12/00 PAGE 7 091,d:11,. r. " emseM!I+RNWVtttsVVVICKVIM ,,,M ; w., yn nc. rn P.. r..r+.t1 °' ^""'rmim.w+..M.... -.. RIGHT TO LEFT MAIN FLOOR Load Ht. 8 O u_ 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 346 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 0 w 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c d d d SHEAR V WALL TYPE TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d 7/12/00 PAGE 7 091,d:11,. r. " emseM!I+RNWVtttsVVVICKVIM ,,,M ; w., yn nc. rn P.. r..r+.t1 °' ^""'rmim.w+..M.... -.. 16 12 5 5 0 252 IM Ys1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /01 STHD 14 STHD 14 STHD 14 #DIV /01 16 _ 27 0 0 0 2051 1,14 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 /01 #DIV /01 #DIV /0l NA #DIV /0! #DIV /0! _ #DIV /01 #N /A 0 0 0 0 #N /A OW Mo= WaII(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #N /A #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 #N /A 0.00 #N /A 0.00 #N /A #N /A #N /A #N /A #NIA #N /A #N /A #N /A . FRONT TO BACK MAIN FLOOR • Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 346 w cn 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT LENGT MAIN FLOOR TRIB.LENGT Load 3461 #N /A Ht. 8 Mo= Wall(DL) u Floor,Roof(DL 2 /3DL Mr- z REACTION T =C HOLDDOWN REQUIRED a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. 7/12/00 PAGE 8 � _10 U u N r w w i+ w' w 0 N D w� z F ` 0 z H; ILI Lit O t'd w w ' 1— 01 i p #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #NIA #N /A . FRONT TO BACK MAIN FLOOR • Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 346 w cn 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT LENGT MAIN FLOOR TRIB.LENGT Load 3461 #N /A Ht. 8 Mo= Wall(DL) u Floor,Roof(DL 2 /3DL Mr- z REACTION T =C HOLDDOWN REQUIRED a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. 7/12/00 PAGE 8 � _10 U u N r w w i+ w' w 0 N D w� z F ` 0 z H; ILI Lit O t'd w w ' 1— 01 i p 8 4.5 1.75 1.75 0 492 ctOWCONC4 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 24329.37 9461.42 9461.42 0.00 MIN PLATE NAILING 4 INC O.C. 990 385 385 0 1430 1430 3048 0 3630.00 1058.75 2002.58 0.00 4599.86 4801.53 4262.19 #DIV /0I ON CONC ON CONC ON CONC #DIV /01 12 8 4 8 0 295 Pf1rr4 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0! HTT22 HTT22 HTT22 #DIV /0! #N /A 0 0 0 0 0 0 #N /A I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #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 0 0 0.00 0.00 0 0.00 0.00 0.00 #N /A #N /A #N /A 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 0 #N/A Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load - O u 2 /3DL LOWER FLOOR Load Ht. 11 2 LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 Ht. 11 492 REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c SITS ON CONCRETE STEM WALL TRIB.LENGT a b c b b M M.�VMw +Nw.io. c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 9 Y1FK"'!f?TaYfWU ( tKNA:iW At.!.tw,.5,rwr++s'..w...,., ,.�.. •xw.w..w+ +r'...nrv... -<,._ FRONT TO BACK WALL SEGMENTS LOWER FLOOR TRIB.LENGT a b c Load 492 16 28j 0 Ht. 11 Mo= WaII(DL) • 0 Floor,Roof(DL re 2 /3DL Mr— REACTION T =C HOLDDOWN REQUIRED PORTION RESTS ON CONC. WALL TRIB.LENGT a b c 0 LOWER FLOOR Load 492 Ht. 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED PORTION RESTS ON CONC. WALL LOWER FLOOR TRIB.LENGT a b c Load 4921 #N /A Ht. 11 Mo= p Wall(DL) u) w Floor,Roof(DL i- 2 /3DL Mr= z REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= p WaII(DL) W Floor,Roof(DL i- 2 /3DL Mr= z REACTION T =C HOLDDOWN REQUIRED 1776 0 86504.43 0.00 3080 0 45322.67 0.00 1470.781 #DIV /01 STHD 14 # DIV /0 0 0.00 0 0 0.00 # /0 # / 0! p 281Wasplw 0.00 0 0 0.00 #DIV /0! #DIV /0l 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0.00 0 0 0.00 #DI / # / 0 0 0 0.00 0.00 01 0 0.001 0.00 # /01 1 # /0 #D I #DI /01 291 tetweiwasj #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A _ #N /A 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A VAtIONIA116 I #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #NIA 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 0.00 #N /A #N /A #N /A r MW. .1 a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB)_ 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING #N /A INC O.C. 7/12/00 PAGE 10 tats . 'hvitim itila � � ' ' cc Lc )i n &i4nS�t lYti « 'e�Y3't ov u u� E L Dear Gary, Dujardin Development Gary Bumstead Project Manager PO Box 1059 Snohomish, WA 98291 Sincei iy, f � l v enntl`Irter,� chttect Kappler Architects P.S. cc: Dujardin , ) 1 11l .. II I l RE: A35 clips not needed at overlapped plywood shear walls. If you have any questions regarding this matter, please don't hesitate to call. :(.'[1 i 0 W C I: 0 1' !!f +' ; t February 28, 2001 The A -35 clips shown on our lateral detail sheets are not required as long as the plywood sheathing joins at a common member. These common members are between the mudsill and the rim joist above, the top plate, and in the rim joist between floors. I understand the plywood diaphragm joins at these common members. The lateral forces travel through the plywood diaphragm into the common member at the plywood edges and then back into the adjacent plywood diaphragm. Therefore, there is no need for an additional transfer of lateral loads through the A35 clip. See the attached revised details showing these conditions. 2tittWit4)1111... 14511 SE SEi6tfi Street . Bellevue, WA 9600; 1.600.568.451; . (425)641.5320. jiix (425)641.5318 xmnv.kapyrer(wntey:ans.com GSS NOTES: 3/4' =1' -0' TOP PLATE NAILING PER SHEARI'ALL SCHEDULE BOTTOM PLATE NAILING p:R SHEARWALL 9CI+EDULB Kappler Architect P.S. 14311 SE 161n ST. Bal we, Wfl8lirgtR1 98007 (425) 841. 5320 0, Fax (425) 641.531a 10 d • e' ot. PL7WD. TO RIM JOIDT 17610- 06100-02 JON PANEL EDGE ON COMMON MEMBER. / PANEL EDGE NAILING INTO CO11ON MEMBER PER SCHEDULE. TYP. ExtERIOR WALL CONSTRUCTION WITH WALL SWATHING PER SO-IEDULE TTP. TJI FLOOR CONSTRJCTION BLOCK PANEL EDGE PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 1110- 06100-02TJI 2 -13 -01 .1 DATE Z -1-01 CERT. NO. ljl0l-77 PROJECT Fosi-e-Q V ►e-w s+a+s LOCATION w s i3 Pi. BLDG. PER IT NO. OWNER WEATHER `Uge.( 'ta TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR T TO: AS REQUESTED BY: THE FOLLOWING Wf1S N�O t- ;� f , COPIES TO: CASCADE TEST; i LABORATORY, INC. TESTING & INSPECTIOI .. ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT Zv se-D iu Wit.ELicribuT P O 13 ox. S3O8 E,1�10 UJA SS2o( , T . Lut /// (206) 823 -9800 (206) 259.0817 ATTN: PREVIOUS REPORT No._ No. 64792 aQ.Pi► v1A.ek .air off► .00.;*4 , P JtJOAA Pi i.L (2 Ake) al tZ ‘11a1, 01W D, C ,11 _CA _ . v,4mA ,.1ao Um ,. tat, OLUiI J , �1� s, si kVA . \AA\ litirve‘ 1M v \IrtAlZ , !i4tJ Li r1l (�1 a‘ 0,5LxG, J1, A I .UrLt O M1) .. � ..J J l ksA..\ 9 k rxA ox-kAQ. Sua emattlAsil INSPECTOR: FIELD REPOR SIGNED• tTjrpie»r!tio !i'.]°�'p,Y ^^ryNP'i�$ip at • C• (.2 i 'Cao y co R6,97/ Z „ V O . co w :. uw _ I.. w . Z O F ui p ' o— , 0 mi.. ' H ! .z F - _, 0 I- Z RETURN ADDRESS 20020314001964 Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) DOCUMENT TITLE(S) (or transactions contained therein) * ~—' SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: /^ N/A t0 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO lirtt triSURANCE COMPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accepts no liability for tit do spit,! r validity at • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, townsfup, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER • Assessor Tax # not yet assigned SECOND AMENDMENT TO DECLARATION OF z PROTECTIVE COVENANTS, RESTRICTIONS, t' EASEMENTS AND RESERVATIONS re 6 FOR FOSTERVIEW ESTATES, a • A PLANNED RESIDENTIAL DEVELOPMENT "o W I 1 1 -- Wo This Second Amendment to Declaration of Protective Covenants, Restrictions, 2 1 and Agreements for Fosterview Estates, a Planned Residential Development (the u_ a "Second Amendment ") is made this l day of 10,42.t....0. , 2002 by Dujardin N v ' Z Development Company, a Washington corporation ( "Declarant ") w ; CHICAGO TITLE INSURANCE COMPANY has pland the document of . z p; record as a customer courtesy z 1- and accepts no liability for W W RECITALS AND DECLARATION the acSuraCy br validity of tho (411111M ht A Declarant is the developer of the real property and improvements thereon legally o i- o described in Exhibit A (the "Property") commonly known as the Plat of Fosterview Estates The = w ' Property is compnsed of all the real property shown on maps recorded with the King County 1- - ' c under Recording No 20000505000735, Volume 194, Pages 062 -065 u. z ....1,- iii CO U- B Declarant previously recorded that certain Declaration of Protective Covenants, - x a Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The o Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Penod (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 ‘WP \DWARDWTOSTER2NDAMEN D JMODOC 2 CC$ cs c=I crsq and 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 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 mamtenance, 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 16. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 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 \WPDUTARDRNNOS IER2NDAMEN D JMO DOC 3 .vn9N.il'Gl9L ;a'T%.µ :.'IRT:tYuve'RY ,WaS &j.) t:h ilLf:4M YK Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal condition any area of the adjacent lot (mcluding, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Punted Name) Its A, t$, /e s,^ STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Num 'Weutes, to me known to be the 1 %OS rcr of Dujardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therem mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of o �� y�ss raN F +\ NOt1 0 3. -2003 WASO Y ‘ WPtDWARDIMFOSTER2NDAMEN AJMG DOC off i.I`% ture) CI IICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or valyddy of the document, . / li iect4 , 2002 t h o t1 t'}"rN kie et So i (Print Name) Notary Public in and for the State of Washington, residing at 'R-a My commission expires 3 -I S -0 3 4 Y %WI DWARDIN FOSTER2NDAMEND IMO DOC EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CHICACO TIRE INSURANCE COMPAhrl has p the document of recnrd as a customer courtesy and accepts no habihty for the accuracy or vandrty of the document. J U Nu V) W i v) w a W; HO Z I- W M v o y' . W ' � Vs 111 Z ` F O Z 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 CHICA.G0 PTLE INSURANCE COMPANY has pkcrd the document of record its a customei courtesy and dcrepts no liahibty for tho accuracy or validity of tho document, •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 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: s7(V) e5-4144)-es Location: L41 / / 0 2 au.d 3 File #:' .D 2000 -151 b20oo -15a 4 `J 2 oo -163 Action: del/z'/e- Date: - 7//87 0 4 Reviewed By: JOP-e112% 5 GPI (02a) 4i3? -O) 7? PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS 4,0 iae, 4-tAx- e41 t , f , a C- pit(2-wl- w ee) tA,' ?t/t) � s► off Ple424R, GG�Q.e, c�ia - - ii-e-L , i reAta,;44.;,fo 1 , s wry o__ s 'rirt '/ �v�`de eemildAioirk .E 4. jot. Ph) neeci5 r ( e (91 v 2IA t s ,. Y, :a:wi..ki.;�t::oi�+ M3AM' ,. n ;,ex:.ezy:e6;LZrkuwd Lmt.:[a.�e��f h. vtiztiii4e.: C 6 g u 9 co w � LL < • CO o; n ;o co w w H V' ,: - Z Ilia SA: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences pZDOO —151 Mr. Bill Fowler' Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 1 Tukwila, Washington RECETUKW ILA CIT OF o Zoos PER MIT CENTER Reference: Plan Review, Fosterview Estates, Lot 1, Terra Associates, Inc., dated April 24, 2000 Dear Mr. Fowler: February 26, 2001 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 1 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services, on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Retaining wall installation • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 1 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com 4 Mr. Bill Fowler February 26, 2001 This work was performed and this letter was 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. Bemard4 Staff EfiieK..� ,� �5 Ili‘ilL 10 BK/AB ;ts . " 1 4 , A , ., f 7. X2 / En 1 Footing- xcavation Examination Reports (2) Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION FIELD CONDITIONS NOTED W.-Mar-111N/ FON.. . (lk)n,0A.TI 5011 S E YPJSE0 Ali DEnISE FT/P... . .$ /Ntr, LF F AMi L.! � E 5 10< , .4 4 P✓ ATt ✓F SD A N Leh MATEo.rAL -ry gE g F_Mo,JA 0 Few ro0-r/NG c )6 GzMA: P CLrarL Tc- Paj2. CONTRACTOR: D�1SA20)N FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED !-1 VG U I , 2 one PROJECT NO 15 S ' Z PROJECT NAME: f OST rt.,l PROJECT LOCATION• I UKI.�i W DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: BAS 6 t)P)tu CJnJOi'n C2851E2✓E0 ` 1Dt7A/ p-s ^I f- 3 C;f �HAI TIE (_ isiO,T) OnJS K1 E0 /n) - 706 x001 - 7n)6i Or / ()T 4 I A2u [-+0E C7J A d iCi7(L TNf_ zoo() PSI^ 847 M-/46 CAPALr r7 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE PrOi/P /io.6.r TERRA ASSOCIATES REPRESENTATIVE r ^ �l TERRA ASSOCIA1 LS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821 -7777 • FAX (206) 821 -4334 LQ T REPRESENTATIVE: (2/ EP' 576. O 4 COPY TO: GA S /Srir_ FOOTING EXCAVATION FIELD CONDITIONS NOTED i V .T1 Ong On_ (� xCLA A r gE, Alnl G G .�i?11 .s C xv -, fD An-6_ Comonc.,F-,A PA F b - 1-7i3 M I & * 2 RF c. -fc. f_tit o (v)�cr6 7 NAT1 ✓r= Sat L .s. S.Jr"-E • inn E a Arm MO /P roarip..)6i OJ E -r, 14)w> IeR /,✓, 511 0.p-9 Sif f2t;N))J Prti o,-.. 77a Par et. DATE FOOTINGS EXAMINED QLTO ZD 2.00Dt PROJECT NAME: FoSTg .eJ, E t.) CONTRACTOR: DV Sir' -Pt n1 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: 2000 P, n,AL, ft SIGNATURE C ✓ST/ PIlLi TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATLa, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO. 1 SiS -L PROJECT LOCATION: J tfht <uI to 4,IA REPRESENTATIVE: Cdr 1Jrv.5 - rF_A i TAtn11hiG /-)A LL F ors NOTES: B B D uPJrJ I M E Conlq, -n DIJ-5 Og EA. & Tow? ■ Oft r ..9n) (HA i - 11-1 E S ug6r1 -W GK ( Th), U � NPasE/� )tJ �TIIF_ 1T5 ^ TERM S 26 Awo.16 /..-)•1I I s Aa6 Ac oiNrr. 1' Tr-b4 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change In the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: 6 /S,-re) 141:4 � 11 Dujardin Development Company Attn: Gary B PO Box 1059 Snohomish, WA 98291 r_,1 � ° � . , .It ti . I-4 J � •. . I A.: ., .110 11 I• 'li I (e 1 t 11 t III i 1' tl li 11 : Ii ) !' i • 2i . i August 30, 2000 RE: Parabolt Option in Place of Anchor Bolt for Concrete Foundation Wall Dear Gary: I understand that you would like to substitute parabolts for the specified anchor bolts as shown on detail 5/D1. This is to facilitate construction sequencing for finishing the flatwork. This office has determined that a %' diameter mechanically fastened parabolt with a minimum embedment of 3 'i4" can be substituted equally for the h" diameter anchor bolt called out in detail 5 on detail sheet I)1. The shear capacity of a 1/2" diameter parabolt is equal to the shear capacity of the '/2" diameter anchor bolt and therefore can be placed with the same on center spacing called out on the plans. The parabolt does not need to work in tension as we have design hold downs to work with the shear walls. If you have any further questions or concerns, please do not hesitate to call. 14311 SE 16th Street . Bellevue, WA 98007 1.800.888.45.17 . (425)641.5320 .fax: (42 5)641.5318 C0006� yqu.com RECEIVED FEB - 5 2001 BUILDING DEPARTMENT W, cC 2, Ur Nu V) Wt. I- W 0 a Q LU Z I-- 0 Z 2 D? D 0 0 ,w w� _ C.), _ U N ;. 1 O - • Dear. Gary, Gary Bumstead Construction Manager Dujardin Development P.O. Box 1059 Snohomish, WA 98291 January 22, 2001 RE: STHD hold -down replacement at Fosterview Estates. Please find for your use, the following information on the retrofit hold -down conditions of the above referenced project. Our construction drawings specify the hold -downs required and locates them on the plan. We understand in some cases these hold -downs have not been placed properly or have been miss- located or not installed at all. The retrofit condition for a STHD 14, STHD 14 RJ, HTT 22 and HTT 22 w /SSTB 24 is a HTT 22 with 5/8" all thread. The 5 /8 "dia. all thread must have a minimum embcdrncnt of 5" into the concrete below. The all thread is to be set into the concrete via a 3 /4" hole and anchored with an epoxy based adhesive, per Manufacturer's specifications. The length of the all thread up to the HTT 22 is not relevant. Therefore, when needed the HTT 22 may be installed on main floor studs and the all thread may extend down through the floor joist and continue through the cripple wall studs to the concrete below. This retrofit condition will resist the same load capacity of the above - mentioned hold- downs. Please provide this letter to the jurisdiction that we have reviewed and approved this condition. Should you have any questions, do not hesitate to call. sthd retrofit.doc 4 o I I I t t l V 1. i i 11 ;' 111 e' . 1 1 1 .,f 11 i i 1' i r' i 1. t Steiner, Architect Production Manager t 14311 Si 16t6 street . 'Belrevue, W. 9600' 1.800.888.45i7 , (425)641.5320. fax: (425)6.0.531S ww►v,kn RECEIVED FEB - 5 2001 BUILDING DEPARTMENT DATE 2 - 1 - 0 1 CERT. NO. C) 1 0 1 - 7 7 PROJECT FO% - i - E- 1 . V le\ X) ES+q+OES LOCATION 11 - 1.- 1 2 -S L I S , 1 -- i'L.. BLDG. PERMIT NO. OWNER WEATHER (:)UaNCI)S1-- TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR • TO: CASCADE TEST(Th LABORATORY, INC. TESTING & INSPECTION . ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT tvi MAllscprolazi Z, cnc. 5308 coui Wet cinou ATTN: AS REQUESTED BY: THE FOLLirING csixi " cAltrika wow. Q cmatz xi cisalmAA At-ksi.)% er"INDAVei Ci.0 OA \IMP. 1)1.,‘.1.1k \ssfikt 0,17toN ‘tX Ak— I MbA l i P ' tittA \ct-rx v )t-tr9P\ M AA.D \ art. ,joitefnt ". \k)t ` X \ ) " IN-1Q7A-9A- COPIES TO• (206) 823-9800 (206) 259.0817 SIGNED: PREVIOUS /- REPORT No. BUILDING IDEPARTMhN 64792 No. Lo+ \:) CPI 3 .1• ‘1. • " 0 A\ SZ t\t, cr;■\\ rksA),0A OJ ci)\\A \.k.a\\ C.t.A.11.6sta \- 7 Atli \ \\t. 5 \ Nsf\l'w•APAi\-WAA XA 1 Anh CO+ ' fOt \ RECEIVED FEB 5 2001 • INSPECTOR: \ .) , \' !r ..J / FIELD REPORT) Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. Dear Duane: KAPPITIR ARC This letter is to request a substitution specified in our drawings. Our drawings callout in the garage and basement concrete flatwork, 6X6 welded wire fabric. We feel that substituting this welded wire fabric with fiberglass fibers will provide a..sp.perior product. We .would therefore like to request this substitution in all of Fosterview Estates. Additionally, we callout a capillary break in the form of crushed rock underneath the concrete flatwork. Our site has an abundance of recycled concrete which is crushed to about the same level as crushed rock. We therefore plan on using the recycled concrete as an equal product to crushed rock. I would appreciate your consideration in the above matters and look forward to your response. Should you have any questions or comments, please do not hesitate to call. Si erely, John Kappler � q I rr President c/ r ICI ('��� ►1� P„r l'(:/y� 7GIl ) N • G•11 1i t.�nl r 'T }1 ?pa , 1 i � ? 5 IL')� f✓ Ol,a�1 f r)LAJ€ 't. -11y p 'r/t Cl)Irh � 5 f i ft�r' �, zY • �:t'•` t �er,; tc� V( 1 � � r i ro5k.c l'cc_Li L.IS iL � �h 11U u (' S }t� 0.1)00' ` �- S ulx } - , �� yo�� L;�rylc (= � . l ap 1 ry �1`r�1'� , c�Sl r�� llt-►rL 1c 11 � 1/4 42.0 {c ?.c )1 ���� t,' 1'1 y r�k Ohct1 a-1/ dP tl`j S•c'1 1q 1 .% Cc ft.ck pp 147- ✓ci,d /7F c,:dL1)cJ oto 4htt+, 1 J �J QPf1 14311 SE iGtii Street . Bellevue, W 98007 1.800.888.4517. (425)641.5320 . fax: (425)641.53 www.kapy(er(omep(aus.com a+vvMbY!enenww�.v a..+en«..«,r..vsmew.+kwwareu + e. August 18, 2000 I TILOS, - 1) your compl to 110n►e p(anuin8 resource . CITY OF TUKWILA AUG 2 1 2000 :'PERMIT CENTER z 2 �. 0 U O ' 0 N w co IL w O w Q; = d : I w _ ' z � 0 2 V CI 10 of w — 0 w z ' U CO 0 H z 11./07/000 10:57 FAX 425 821 "54 • . • • M.Oat Butistead • Dujardin Developraent • •• • P. 0: Box' 1059' • . • Snehornish,Washiniton 98%91 . . . • Subject: • Pocking Drains • Fostervievi, Estate's Tukwila, Washington. • TERRA ASSOCIATES • . . • .• . • • . . TERRA ASSOCIATES, Inc e. torisultants in GeoteChnicalEnsineering, GoIog , . and ' . • • EnvirorimentJI Urth Stiinces • ' Q1 f•loyember 7, 2000 • Project No, T-1515-2 • RECEIVED. • CITY Of TUKWILA NOV 8:2000 • ' PERMIT CENTER • • ,12515•Willciws.Road, Suite 101, Kirkland, Washington 98034 Phone.(425) 821-7777 • Fax (425) 821 • terra Dear Mr:Burnsted: 2 . This. letteristinunaiizei:our discussions regaiding the exterior Rioting drains for the residences to be constructal at . ---- thc.Toi'egcrview,Estates project: In our.bpiniort; to-f:.:^,tt..'..iraint:.yray.cion.F.t...r.lf_tir-fellowin.:„ • - . ., ...._.. , • ... ; , • • kfour-inehpecfbratedi'VC drainpipe shouidte placed alongside the base of the exteribifootingt.' . . . . •. The drain should then be covered with oneisi.18 inches of.pea,gfayor One-inc minus washed rock ' ' with a strip of separation fatbriepliced over the top • . . . .. . . . , • On the downhill side of building's, thedepth of washed rock may I:16 teduced•te 12.inches. • , The pipe should be sloped to promote positive flow to the downhill point Where it will be transported • . . . away . frcint the stnieture. We. understand the:prOject. drawings . show a fonr-perbent slope, this slope is . . . not necessary to promote.flow. . . . . , . . . .• . . • . • .. . 6 . . , . • • • . . , We .tatst the informaiioh.presented is . suf5dient for your 'euir'ent .needs. If .you have any questions or require Priditional inform ' br.4.60 • .;•%; Z UJ: Ct 2 . C) 0: 111 u.: w 0; u . Z — Z UJ 2 a a C.) ,0 —I 'U.1 I 0. t" Z. LLI ; 0 I— ' 2 AUG -16 -99 17:51 FROM :TERRA ASSOCIATES /7775 : „. 4 , 7 :1\ 0 ,,,,,1",... i.. 1..,..',4\,,.. " °".1..."4 �� " Project: i . ' S7 'v /..,1 Location: S . 137 s 77A ke"'A- By: TERRA ASSOCIATES, Inc, Weather: P Ci _ 4_1 Present At Site; 4 r eA7 , �J / hr ' / ro. As5ccic. t . 4uk5 art .S rZt )) j izn, O b SU`v`�. TY1v.f? -� !, P s.i � 1 « -4-.•t r�SL 7'; n !Gi ! 'ts .cam i c;rr' p ays Of 6-44 Uri IC) /1 S t. P. r ,o S r s y es erc�cr�iS Y� Geotechnical Consultants (425) 821.7777 Kirkland, Washington Sid ID:2066214334 PAG 3/3 Subjec C :to F:'l/ / f • 1 r / / t / - � c9 `t - e rrntcv W a S CI reZ I 'i - I 141I C.A. w! / Gv d _ 'rG'PCCe Daily Field Memo Project No /575'2- Memo No. Date V — t 7- 7 RECEIVED APR - 4 2001 l3uu WING DEPARTMENT Copies To: Du . ve Lek IA- (•s-OrcYGa-, 1 Nv i 0 N W N LL W 0 ` u_ Qi W 1 zz p ' Z o 2 0 V 0 '. 0 W 0 H' W W! l iJ Z ' , wo_ 0 AUG -23 -99 �9�9 FROM :TERRA ASSOCIATES • \\ 1 L�t -: 3r G Project: rd5'I"64Ji r ,J Location: Weather: 5-+NMi _ By: TERRA ASSOCIATES, �C I ( Rata ' - P I Sr rr r7F 0 N 4/.. t✓�:(AvAt'I7oiJ En- KFi./ss- o`../4 2,F ,✓ii./ Jel"Bd- •-rb)6. ALL. An on (�xc..'r-n - Sr/ (24d I4.0✓5 _ 6F ., f 1.p I•J tea F ins hIPC vf,_ 6 L1/1_L 5iJ nrk... tkrxn (3P -4i.) (IF w a/ pa LA C,,aSnwe...rro,✓- Geotechnical Consultants (425) 821 - 7777 Memo No. Kirkland, Washington 1D:206E1214334 PAGE: Daily Field Memo Project No. f a/,s'_,e I\En' V /r./ /NG 4C F?rGC JP,77 na Contractor: Present At Site: Subjec!: Date Gk Ilex ., a..- l✓ / ;4 ,F.y_I ,.fir • Copies To. 8- 20 -`t�> •_ RECEIVED APR - 4 2001 BUILDING DEPARTMEN 1 V AUG-24 -99 10 =02 FROM :TERRA ASSOCIATES Project: OSZCQ4t e t. Location: Weather: -54.44W1 OF TERRA ASSOCIATES, h c. KF dSTu,.lt= Geotechnical Consultants (425) 821 -7777 Kirkland, Washington Subject ��sr f wf4t_ Contractor: Present At Site: - - - IF eft R ft NLlSap n 5r 7E (' A Or" Q F; i A 1..1 4 \L 1 , ?n1'I r G1:)n k P.5 QL?(- - n • .- r: Grh t-`. H R.5 1 aNY ID :2068214334 PAGE Daily Field Memo Project No. 15/5 Memo No. Date S - T I L A ; N ./f? - S!-'O 01 nA N G fb cK "To ?LINO, g1✓u,ao i t•1E L)t L Ai 43 r+,N.0 wr cc, PJ^ _ OA+4a1 L)Ik _ Q Seise (,)1-s (Rol fta � -•^.-- A BOUT C�r°i(? 1�l.raGl�Mi �r 1 IZA ; ,LC"- -° S ..re. 'TQ N w rv+1/4 y - ^n' s a E. 1 l- (2 6:,./ •,rwr 4'4 , 7 ,.. (-I AA Ow," F214.0ti O. - -- Test No. I imirwromor Test Location ocah lit .1 — So: Tvos - . . -..- -- 1 p, 'Aor.wre Contently'. a Iry 7.5 Or, 7rn: rtq,PCF) lit .7. gelauv2 n Comvactr, s 9 0' Remari s ■Newrranzr.._.. 1.h..0 Z. 5. w•r 40ti,�. E. .0 wn... �. * z Zs4 sv s N1..,w Eva, 1Jnt4 ' i j, 7 -5 I Jg .7 is-j., _. R ° E __..._ -- — _ ---- — . – L�+ BUILDIIk pzllAT -N YEN'S' G AUG -27 -99 06:45 FROM =TERRA ASSOCIATES 1D =2066214334 By: Project: I OSTE QNtt: LOCat SF G N TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821.7777 Cu :ect Co actor: Weather: I . 5444 1 Present Al Site: G' -' (-I. �fZO (Z v. vI I En St �� _10 c 1' c ( J . C,01.1� �tit�c 0,J s ?tom l`*xTN . f jene P.�p �nrrr� �'7. R.16P49- r..) . \t,t- P(1 ai f-de I wo�rA f F A i 1 �as ° 151. 71i�01v - i ./ s* L SK/ - ,-.• lJ •gs r-7 _t bmA aa LA L. . 2(•; On& •0 S,' r, ` o.- 114 f 8.9..cV ' i,aJ Coc es 7c Field Density Test Data K - 4s r o r.) E '_jC,[YP1N J .r Daily Field Memo Project No. /- 5- / 6.- Z Memo No. Date 1-) PAGE r + &d Ole ED A- 411:4•'&0 I L < .,% ) fi r • • AUG-27-SS 06 46 FROM ASSOCIATES : :;4; TERRA ASSOCIATES, Project: Location: Weather: �osrvfcGy /e .r ,a. 614,4 y Present At Site: �✓ C ID 2066214334 PAGE. Contrz ctor: Arc X/ C Daily Field 1Vierno Project No. 43/3" Gr Geotechnical Consultants (425) 821 -7777 Memo No. Kirkland, Washington Date z6 13'" Subjec t: / s• � we-1( •& , r"!/ Fir 44 r , I -Cr•rr Agsed a S y' Jas 71y � e,t as - op s;4C. �a .._ 6�Pr / v C. � � s : G oh D - Yew.cs'.. `ti < ice. 2 -t. G•titt l facre.C. r h / �/ / . �? 7 L I. e. 1.✓ ,d 41: / . wk. / 4 wa s c. � a�.�c•.� �d �/� c� �in se u.�, � F� S i ��� v s� A � q .�, � A A. A r 4 -x.1 ,^ Gt c. oisar� mac- f' ref,s+,'rr~ �'1ru 07 •if/ ,lr, 1 e Sct -/ a o-t /.,dr %h L-c E.40_5 O t iat /' f77' k /[9a�c_. //g .y, .-f oIC s4'rucJc.rrd. /// in 1 di; s parr -/ovv a ' • i'Ae, lie , 4r d'or 'i , 1 // rr �' � /' � P ge s i - -5 +Q c�� J th C / �+ cb 74 Y•� •�tiC . �r,V .74 e- (-p L tc• aA pa re- Z, — s / 1.5, T ars --- RECEIVE? APR - 4 2001 BUILDING . } /� ¢ / cam , By: � Copies To: F vz� /.w r iJ (�I�!` �r.,n,,::.. � V 0 ID J F- co u . wO 2 Ea, I— I" o ILI ID U 0' O N' 0 I— W =U • �Z ` I D O Z Dujardin Development Co. At Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 RE: Lot 1, Fosterview Estates Keystone Landscape Wall AP P L 1 TII l Ri ' k T 1 J 111 I y,'u C.CIIllhlCtr lit' Ill l p i- i)Irni►r rI' March 29, 2001 Dear Gary, Per your request, 1 am enclosing all of the documentation in our office's possession regarding the installation of the keystone walls on Lot 1. This documentation is provided by Terra Associates geo- technical Engineer and includes their site visitation and monitoring reports of the wall. Please copy this documentation to the jurisdiction as 1 understandthey have requested to get it. Should you have any questions or comments, please do not hesitate to call. RECEIVED APR - 4 2001 BUILDING DEPARTMENT 14311 SE 2 6th Street . Peffevue,1V`A 98007 1,800.888.4517 (425)641.5320 .fax: (425)641.5318 CO301_191.ot 1 Landscape wall- Fosterview www.kayyferkomeyfans.com Micro Com Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. > 4 Other: t -- tc - C_;■► - moo www.microcomsys.com 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248-3191 FAX (206) 248-3313 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ;_. Dujardin Development Co. Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 9S291 RE: Lot 1, Fosterview Estates Keystone Landscape Wall Dear Gary, Per your request, 1 am enclosing all of the documentation in our office's possession regarding the installation of the keystone walls on Lot 1. This documentation is provided by Terra Associates geo-technical Engineer and includes their site visitation and monitoring reports of the wall. Please copy this documentation to the jurisdiction as I understandthey bave requested to get it. Should you have any questions or comments, please do not hesitate to call, rifirm 11-1 A TA 1 ,, i t it rin rirf ti il • o I7l . 1L t p It 11 1 1 S 111 • March 29, 2001 RECEIVED APR -42001 BUILDING DEPARTMENT 14311 &E 16th. Street . Bellevue, "Wril 96007 1.800.866,4517 • (425)641.632o .fax: (4z5)641.5318 CO301_19Lot 1 Landscape wall- Fosterview uww.kayyferftome.prans.com • Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 1 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 1, Terra Associates, Inc., dated April 24, 2000 Dear Mr. Fowler: M requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 1 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services. on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Retaining wall installation • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 1 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our site visit. TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821-4334 • terratoterra- associates.com February 26, 2001 Project No. T- 1515.2 RECEIVED APR - 4 2001 BUILDING DEPARTMENT 0 U QQ u' ) W' 1- r W 0 . u.: a, _ ° H W z p g ; ' W W r: G F W W; ti.i 0 I— z Mr, Bill Fowler February 26, 2001 This work was performed and this letter was prepared specifically for the and their authorized representatives We trust the information presented is sufficient for your current needs. additional information, please call. Sincerely yours, TERRA ASSOCIATES. INC, Pri BK/AB: Enc �'{� ��t "t : .. Fdot ttg- xeAVatio Examination Reports (2) cc: Mr. John Kappler, Kappler Architects use of Dujardin Development Company If you have any questions or require Project No, T- 1515 -2 Page No. 2 RECEIVED APR - 4 2001 r U1LDtNG DEPARTMENT }1iWC...:wa N g' W w N LL OC J N 3. I-W Z 0 - !0 F- = id LL U. 0 z • TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 8214334 DATE FOOTINGS EXAMINED O4TQBEPL PROJECT NAME: NOTES: ;.),T7 CIS FOOTING EXCAVATION EXAMINATION REPORT F i° a CONTRACTOR: Dtyr wwolx! DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: A P�rJ i -1 2000 Psi 66.Arvr,J (I, A . r, Our representative has examined only the fooling excavations listed above. Tne results of this examination are only valid fora period of 40 hours. If any change In the subgradeconditions occurs, wo should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or ralnfell should be removed prior to concrete placement. SIGNATURE TERRA ASSOCIATES REPRESENTATIVE ZD ZOO PROJECT NO. f S'"/ 5"-2. nn 2E , Ar I 1 1 PROJECT LOCATION: 1 ►�i< t-R+ REPRESENTATIVE: &I BirASTEACI R I..r J16. L F00'r r.11,5 1 g r� COPY TO Paida And AC a r.- T4 ( ' ,arh /5• rE ' HA : . APR .. jf 2.bUI icsUiLDtNC EPARTMEM' ;aass;umn• Qkke:4 U O ; (1) W= CO u- W co I— ul Z ; ■ UJ U� O — W W` O : li t Z U N 0 FOOTING EXCAVATION FIELOCONDITIONS NOTED _ Xr AJA-TI 0n 6:11N. `! erfitAljpJ to a An.f C.orinn -nto AL 1 _ .,J} & & �j 4.1.74 r? • " ' # t:, n,... ./r.-t,E. • tJApse Ar+o Mud 1 h r .M D J a MI 14414 ;atria. 5cr,,,1 -.) 3t 2rea.t-o Pr, e..•... . Po,n_ - • TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 8214334 DATE FOOTINGS EXAMINED O4TQBEPL PROJECT NAME: NOTES: ;.),T7 CIS FOOTING EXCAVATION EXAMINATION REPORT F i° a CONTRACTOR: Dtyr wwolx! DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: A P�rJ i -1 2000 Psi 66.Arvr,J (I, A . r, Our representative has examined only the fooling excavations listed above. Tne results of this examination are only valid fora period of 40 hours. If any change In the subgradeconditions occurs, wo should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or ralnfell should be removed prior to concrete placement. SIGNATURE TERRA ASSOCIATES REPRESENTATIVE ZD ZOO PROJECT NO. f S'"/ 5"-2. nn 2E , Ar I 1 1 PROJECT LOCATION: 1 ►�i< t-R+ REPRESENTATIVE: &I BirASTEACI R I..r J16. L F00'r r.11,5 1 g r� COPY TO Paida And AC a r.- T4 ( ' ,arh /5• rE ' HA : . APR .. jf 2.bUI icsUiLDtNC EPARTMEM' ;aass;umn• Qkke:4 U O ; (1) W= CO u- W co I— ul Z ; ■ UJ U� O — W W` O : li t Z U N 0 FOOTING EXCAVATION FIELD CONDITIONS NOTED FON.- tlh as, 0.'.17.,n1C SO1!1 EXPD5E./n _pcRA D6 _ExT..,A4P.-11 F,1 t. 504e E FAM11._1 ke$10c..JC.6 /wntr1J6 S.,1t • A 1...,OSt4. MATVLIAL To 66 —,. QFM*JJD FO1en_ R- ^nING S A4rtml f _rtizn_ ■n PalIL. TERRA ASSOCIATES, Inc. DATE FOOTINGS EXAMINED ACAGtjSr 1 t ' Q00 PROJECT NO I 5 s PROJECT NAME: for EQJIEij PROJECT LOCATION. 1 - » Le % \'J CONTRACTOR: I tATArtGnnJ FOOTING EXCAVATION EXAMINATION REPORT DESCRIPTION OF FOOTINGS COVERED SYTHIS REPORT: Geotechnical Consultants 12523 Willows Road. Suite 101. Kirkland. Washington 98034 Phone: (2061 821.7777 • FAX (206) 821.433-1 L 0 T REPRESENTATIVE: cAJLI EN.P. :AO p NOTES: a 1) ) t) [ ,�n►or77�,��, s"6:1' �t>pA�1 ITS 'T1�22E15 GP /NIJn1 r l HA I -- F s,>RCartPoie c In10 i-rl oAJ 3 EXPOS 60 6(..r7444 Or / 07 $ I Art4 / Aid 44.. '%off_ Z000 PSF 86 – evLoJ CAPP 1 y 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 rain tall should be removed prior to concrete placement SIGNATURE 40'M A/• 1/igf•r TERRA ASSOCIATES REPRESENTATIVE COPY TO GA S 4 -6. RECEIVED APR - 4 2001 3UiLDtNG DEPARTMENT' UO i coo L ow W gQ - d '. H 1: Z t--: ►-0 Z � 0 I— U. 00 i W Z ` = O I Z • +'1.%,13,41`1 414......40 y •. "Mr. Bill Fowler ' • Dujardin Development Company P.O. Box. 1059 Snohomish, Washington 98291' • •.' Garage floor subgrades '• ,Reiainidg'vrall installation. Foundation sutigrades ER�RA;ASSO Consultant&in Ceotechn caI Engineering, Geology . • and • • ;Environmental Earth.Scierices ' • • • Subject: F'usal• Report• • • • • •' • ` •• • , . Earthwork'Observation and Testing. • Fosterview Estates; Lot 1 • • Tukwila, Washington • • , 'Reference`. Plan Review, Fosterview Estates, Lot 1, Terra•Associates, Inc., dated•Apri1 :24, 2' 000. •' Dear. Mr. Fowler: ' As rcgueited, we provided •intermittent earthwork • observation• and • testing. .services during' .grading. and' ' • construction of foundations for Lot 1 of Fosterview Estates in Tukwila. The purpose of our work was to.verify ' 'that the,•geoteehnical• engineering: aspects of :the 'project were, completed, in accordance ,with recommendations outlined in the refecenced,pla4 review letter, and Kappler Architects' construction • Our services on the project consisted of observation and testing of the followutg . . • Structural fillplaeement and compaction • RECEIVED • • MAR 2 9 2001 BUIi_DING • Pavemenddriveway'subecades D EPARTMENT ' Based on our field observations and test•results, it is our opinion .that. earthwork and, fo construction on. Lot '1'has been prepared in general accordance with project specifications and recommendations provided in,the ' • referenced plan review letter. Foundation subgrades observed by .our firm Will• provide satisfactory support for .. footings .using a•bearing capacity of 2,000 pounds per square foot (psf)' We have enclosed a copv•of our 6'eld • d •memo delineating•the foundation subgrade conditions noted•during our'site.visit.. • • •• 12525 Willows Road; Suite 1A1, Kirkland, Washington 98034 Phone (425) 821.7777, ! Fax (425) 821 -4334 . terraeterra- associates.com •• • • , February 26, 2001 • Project No. T- 151 -2 UL / Ay/ A.VV•,- /, £A.► +rV 1.1. +VV• • } Mr. B Fowler • ' February 26, 2001. This work was' performed and this letter was prepared:specipca11y"fof the use of Dujardin Development Company • • and their authorized representatives; • ' • • I ' We trust the information : presentedis sufficient for yoiu current needi• If you' have any questions or, require ' additional information, please call:. .. Sincerely yours ''' ' TERRAASSOCIATES; INC • .. • BK/AB. /"`` • Erieal7F°- Fb3t9ingEKCavation Examination Reports (2). 0. co: • • • Mr. John Kappler, Kappler Architects : • • •W,”•. •• NVV••• • •• •••M • • to • ILA V V V• V• V • Project No. • T- 1515 -2 . • Page No. 2 • ' aces.R , M* axnx.: w' �s3..: �TM«— aS•:>,. xiAU2 v� ,.'�.1._._"..:.:._" NOTICE' IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE . QUALITY OF THE DOCUMENT, • • • FOOTING EXCAVATION • FIECC\CON0ITIONS NOTED . ' • • •F -)&• • Sc F FAfr. Rs t o <,•x,4 ' .. j • Ss ' . c • _ . POW ' L -aos.: gF MoJF'n ("ruin- , 1" - lira rr1t 70. BE • • F4ar'1/4. r • S AGrt/YJ: 'P a12. • • ; • -� . VL/ LV� kuUL ale VU &A.+ •••■ •,irs• •vv• •+•■•••• 4.11,4 •I•+No • ••• TERRA : AS'SOCIATES, Inc. • • • ' ' • Geotechnicat'Con • 12523 Willows Road, Suite 101, Kirkland, Washington 98034 • • , •Phone: (Z$) 621- 7777,• , FAX (2061.521.4334' • • FOOTF EX S PORT DATE FOOTINGS EXAMINED a n _ PROJECT,NC,' (Sl S • PROJECT NAM=_ FOSYf°t2J1.6431--,-.7:7._. -- :PROJECT LO„4T10N :• JfAt-IiLk -% WA '' •• CONTRACTOR: ' •0�'S ' REPRESENTATIVE: .(a1' Y6 bO • DESCRIPTION OF FOOTINGS COVERED BY TH:S REPORT: (•. • • I / QT I A26.. P0647J Ale — rLd_ 2_000 P5 1 3644,�16 C" PAC.17 Our representative has examined only-the footing'excavat ons listed above. The results oi•this examination are only valid for a period of Ed hours. If any change in the subgrade condiilons occurs. we st1ouid be promptly notilied. Any loosened soils observed In foundation areas due to construction activity or rainlalt should be removed prior to concrete placement. G■r• -J (s 1 SIGNATURE , TERRA ASSOCIATES REPRESENTATIVE feaah COPY TO: 'h9mperaetiwU^v x�m ,v,nw r mawNwrwr '�tk • U.# rut .VV aa. vv •/..• •••• ..r. .vv. ... ........ ..... I .. • • .; ...• s:: ' « -.:.. TERRA ASSOCIATES Inc. `. ;, � ' , Geotechnical Consultants. ' ' , M 12525 WHIows Road; Stlita 101', ..Kirkland, Washington 98034 • Phone (425) 821.7777 •' Fax.(423) 8214334 , . FOOTING, EXCAVATION :EXAMINATION REPORT DATE FOOTINGS EXAMINED U�-'i e ' �,.T?� PROJECT NO, • 5 : Z . ' • PROJECT NAME' F06TIL61 F i.1 PROJECT LOCATION: • I ltil <uI .M • , gyp' CONTRACTOR' Dkrs •'REPRESE &r Jr^.S� O DESGRIPTIOf■ O'r' FOOTINGS COVERED BY THIS REPORT: pc I ' ". . • T •A��;a c • ()n t_ . F ∎a b� Lars ' NOTES: ' SE :D • 11 P ,,rJ 1 E ���� „� ��� OBs�n.�eo TOOT • 091ri /o.1 7n -tF11 74 E. s A4evlS/ig,_ rJ • Abe rNi(_' Cr-- ).)r, /J6s Fir. �aT1 (E,�I>.I��f, �Jnc� s Pa • 2000 .P51 66.iwi,.1 /1 SIGNATURE • ' .e957' Pro iL.,Peic&,• TERRA ASSOCIATES REPRESENTATIVE 1713 - TEM 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 ba prompuy'notilied. Any loosened • sods observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. • COPY TO • FOOTING EXCAVATION' FIELD CONDITION NOTED • ' OOr■. '. I .'` • -MN,A J11.-; .. & l' . 2' . • ' :' Its t *P - .a_O _ _Anti' • C.DmOnc.,-;.S.0 . 171 ..• •R,..e.,-, A0 .J /rfr,<• ' f • ' •)euzvX.•T70n1-) AU,S GI^• . • 5.)& • IJA la MVO I A.! ;4Yr /w76J • • OJ t 'T� k) w P.,,,eJ. S J Jlt-D L RFrl�. so PMo .: - ro P�,.t . . • U.# rut .VV aa. vv •/..• •••• ..r. .vv. ... ........ ..... I .. • • .; ...• s:: ' « -.:.. TERRA ASSOCIATES Inc. `. ;, � ' , Geotechnical Consultants. ' ' , M 12525 WHIows Road; Stlita 101', ..Kirkland, Washington 98034 • Phone (425) 821.7777 •' Fax.(423) 8214334 , . FOOTING, EXCAVATION :EXAMINATION REPORT DATE FOOTINGS EXAMINED U�-'i e ' �,.T?� PROJECT NO, • 5 : Z . ' • PROJECT NAME' F06TIL61 F i.1 PROJECT LOCATION: • I ltil <uI .M • , gyp' CONTRACTOR' Dkrs •'REPRESE &r Jr^.S� O DESGRIPTIOf■ O'r' FOOTINGS COVERED BY THIS REPORT: pc I ' ". . • T •A��;a c • ()n t_ . F ∎a b� Lars ' NOTES: ' SE :D • 11 P ,,rJ 1 E ���� „� ��� OBs�n.�eo TOOT • 091ri /o.1 7n -tF11 74 E. s A4evlS/ig,_ rJ • Abe rNi(_' Cr-- ).)r, /J6s Fir. �aT1 (E,�I>.I��f, �Jnc� s Pa • 2000 .P51 66.iwi,.1 /1 SIGNATURE • ' .e957' Pro iL.,Peic&,• TERRA ASSOCIATES REPRESENTATIVE 1713 - TEM 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 ba prompuy'notilied. Any loosened • sods observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. • COPY TO • y (AP Ken Nelson City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Foundation and Retaining Walls Fosterview Lots 1 & 2 Dear Ken: July 27, 2000 ER ARC 1 tiCTS your co (.omcyfannince resourc Per our phone conversation, the retaining walls that protrude beyond the foundation of the home for the above referenced lots will be poured as part of the home foundation construction. It is not necessary that this construction be followed methodically. The retaining walls could be of completely separate construction from the foundation. We believe a monolithic pour will be cheaper for us and for construction. I hope this addresses your questions. Please call if you have anything further. Sincerely, John Kappler President p b'CF1VF€D JUL 31 2000 COMM (UNITY DEVELOPMEN ; Dzco° 1(52- 14311 SE 161 ft Street . Bellevue, 'WA 98007 1.800.888.4517. (425)641.5320 . fax: (425)641.53i8 C0700167,Vn tvt rttt jians.com :Dear Ken: z• r. Ken Nelson City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 ?'Vila, WA 98188 RE: Foundation and Retaining Walls Fosterview Lots 1 & 2 1 hope this addresses your questions. Please call if yoti have anything further. Sincerely, Y John Kappler President KLDLp• P cffliciS T.I. ..7 i. i 11 �' 11! C' i. i i: I T : ' RECEIVED July 27 2000 AUG 01 2000 PUBLIC WORKS Job, File .' Per our phone conversation, the retaining walls that . protrude beyond the foundation of the ho 'for the above referenced lots will be poured as part of the home foundation construction. : me It is not necessary that this :construction be followed' methodically. The retaining of completely separate construction from the foundation. We believe a monolitg walls could be cheaper for us and for construction. hi pour Will be • 1 4311 SE i 6rf Srreer . BeL vue, 'WA 9Soo7 1.SO4,1.8S8.4517 • (4;25)641.532u ,lax: (4 CO700437.Vo vreenrt541 ls.co»1 Wo W W ( CO LL W o: g f U. a CO w? z p , 11J v > i0 N' = v I LL 17 6; iii z z TO : JOHN k• • , �e� DATE: - 7 3 / Nuu U I LUUU TUKWILA TITLE: FROM: i ' o4 - 'MI: ' -L.1‘.., 5PPAJC " • " —: COMPANY: /C g, ii � 4,js, p 5 DEPARTMENT: DIVISION: Org iNecril..ety // FAX NO. CALLED: (4 . /— 53/8 • SUBJECT: 7 /e4 s /0A / 2 COMMENTS /MESSAGE: 0 25:34PM TUE ;a DCD'PW P.1 /1 CITE OF TUKWILA, — PUBLIC WORKS DEPT. d4"s FAX NUMBER (206) 431-3665 FAX TRANSMITTAL deka 1 ew st P8,0 i s 44 h J d- i s ;t C . sea, MAL NUMBER OF PAGES TTiANsMIr ZD. INCLUDING ?KIS COVER =En oK ‘ C.PA. Joc2Akia2, (A- RECEIVED • SENT BY (INITIAL : Jj L) L.-Mat •221412 40 -- lezts di 5o for (-158.V . LOT 2-quiSol s dive . 01 , 4 . f � fk t1 Pis j; (¢e / Na i% cell I( - 4;a 01cras . �� (41 cu,(1 / `el f s c do via f- vu.4 • IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED. PLEASE CALL: TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenier Blvd. Tukwila WA 98188 - (206) 433 - 01 7 9 y µsVYxJDftt'!�l 4Plf le NK. 9451 s9seC L K1! torofoi,,. r...r.,w ,.. 130 .. om ee,, N on M,rt?•En , m=Mwrrk,mpr , r:nno r ,M! Atil gOMP IIIM!?P V1 z c)0 too tu -J J w 0 2 g Q = 0 ' � z � W ° U 0 -' 0F_ w w . F tL F" w z o � z July 19, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -151 Fosterview Estates — Lot 1 13602 — 42nd Avenue S 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 accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000-151 City of Tukwila Department of Community Development Steve Lancaster, Director M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 1/100 • Tukwila, Washington 98/88 • Phone: 206-431-3670 • Fax: 206 - 431.3665 rt 0 CO 0 CO `N U_ w0 u. N n ! p w' z L 2 D i O u 0 1—` w , H V ' 0 t o Z t) _CO. O z PERMIT NO.: 2000 ° 15 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential Er 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines a 00090 Rested a 00095 Footing Drains Eit 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing a 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 00610 Chimney Installation /AII Types p 00700 Framing 00750 Roof /Ceiling Insulation R 00800 Floor Insulation 00801 Wall lnsulation 00802 Exterior Roof Insulation E' 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling (i' 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 01400 Final -Fire Er Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: FOSI - e > ► V C0C 1eS 4-0* CONDITIONS a 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment a, 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 'g" 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected iir 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit tg' 0003 Electrical permits obtained through L & I ' - 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces Er0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 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 be anchored...." ❑ " Reroot" Plan Reviewer: v E/ V Date: Permit Tech: CJ E 6& Date: lD -0400 oo Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET TDZOOO-15I RECEIVED CITY OF TUKWILA 2 5 2: J PERMIT CENTER c6 • 0 N 0 ' W W' u. W 0' 2 44 ¢ —J IL Q co d , Z H; 1 U 111 0 H W — r = W `. H V ' - O tii Z U F O , Z ACTIVITY NUMBER: D2000 -151 DATE: 5-25-2000 PROJECT NAME: FOSTER VIEW ESTATES LOT 1 SITE ADDRESS: 13602 42 " AVE S SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bu ing Division II Aug 24.C° Public Works it (Y011wl -1- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention 1-.0 Structural Incomplete ri TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Planning Civision 4..4 -' Permit Coordinator DUE DATE: 5 -30 -2000 Not Applicable No further Review Required DATE: DUE DATE: 6 -27 -2000 Approved with Conditions I 1 Not Approved (attach comments) REVIEWER'S INITIALS: ATE: !o4' ,or, INITIALS:,_, ( nuallvd 1- l4cO DUE DATE Not Approved (attach comments) ri DATE: rA) DEPARTMENTS: Building Division Public Works 1,zeo Complete Approved voto PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -151 DATE: 7 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 1 SITE ADDRESS: 13602 42 " AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 n n Planning Division Permit Coordinator ■ DUE DATE: 7-25 -2000 Not Applicable DUE DATE: 8-22-00 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: Date: 7 1q City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: t7'%4t2) - 1 ` ' 1 ❑ Response to Incomplete Letter # a Response to Correction Letter # I ❑ Revision # after Permit is Issued Project Name: �� U Project address: 1 C9 42 • � Jp, . lU Contact Person: C ye Phone Number. Summary of Revision: ¶RkI L L) V()'› CO\AAA1QAJS, k)eA) MOW a 1 gi-OD Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: i311.4- ' fVl Entered in Sierra on 1 - 1 0 7-01) 4,300,So �1 4 John W. Rants, Mayor - 604'9320 W RECEIVED ILA JUL 1 9 2000 PERMIT CENTER 06/29/99 . • �S 100 • Tukwila, Washington 98188 • (206) 431-3670 • Fay (206) 4313665 U O '. N 0 ': cn w w O 2 gQ ( 12 a w 2 n p co o 1— ww IL O Ili Z ' co z _ city of Tukwila Fire Department Fire Department Review Control #D2000 -151 (510) Re: Fosterview Estates - lot 1 - Dear Sir: June 1, 2000 13602 42nd Avenue South have been reviewed by acceptable with the Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief The attached set of building plans The Fire Prevention Bureau and are following concerns: 1. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 0 CO � !: W wi J pt c u. W O g uj = Cy mo w : F W j . � p O 0 H 1- W O : w z U co Part A: (To Be Completed by Applicant) Purpose of Certificate: II Building Permit ❑ Preliminary Plat or PUD ❑ Other • ❑ Short Subdivision ❑ Rezone Proposed Use: 19 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: K Pr ro k - ..9,4, Phone: 4 - _ (04)7 5-02.4t; . II 1 Property Address or Approximate Location: x !t u - Legal Description(Attach Map and Legal Description if necessary): . VOW - MACIA) VA L O'� � L Ab,X 1 - v • *' 1 o? Qv. - 00/0 Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing ( size sewer re feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 6 b • O SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ❑ May be Required c. Other: Ih- = fr L'WORKINO TOWARD A METTER ENVIRONMENT LJ SEWER DISTRICT Lb Certificate of Sewer Availability Title 14816 M/lltary Road South P.O. Box 69550 Tukwlla, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 DzooO - I51 H-Il CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY OR ❑ Certificate of Sewer Non - Availability by certify that the above sewer agency information is true. This certification shall be valid for one year the date of sign.tur LS to '7 ©rte RECEIVED D CITY OF TUICW { ILA 1. + 5 PERMIT CENTER r: r z Z w o 0 co w ! u. w 0 g Q CO O w ' H = Z � I- O Z W O N 0 1— w w ' 1-U IL 1—, U N ' 0 Z CITY OI :UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-lla Certificate of Water Availability PROJECT #: F 7Ie rVleeA) (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 13(atec L ► \( iv . and size of main): Lo+ ` OWnCr Inrl imattion: ' •w f`�� ''. Name: O % C12)( Address: Name: Kap F ) ter ar l.t -4.e e_it Address: Phone: Ltas . 334 Phone: -S - (OLI _50 This certificate is for the purposes of: f Residential Building Permit ❑ CommerciaVIndustrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /8x 3 14 t' D Y'Q . L( Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): r , o , Q t l,(1.-} t , WQ ir D t s r ' R. o. GS Owner /Agent Signature: --. C� r ' , „ (a-- Date: Za -c-o • PART B: (To be completed by water utility district) The proposed project is located within c t Lui let , 14, i r (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the inimum flow requirements of the project before connection: g (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of pm at 20 psi residual for a duration of 2 hours at a velocity of / Z fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k.G kAla+rek- !/1 i •a / Z$ Agency /Phone 206 -141 -e — 9 Sze By L Z - -furl Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) Agency /Phone n=..ci CITY OF TUKWILA Date z w QQ Y � JU 00 W H W 2 g Q co _ ° � z = f- O w ~ w 0 ON C3 H w w z ui = O z I Detach And Display Cenitcate PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD .... , n nnt„nn„n n %/ 1 1■,• . ... -- 1 F625- 052.000 (8/97) F625.052.000 (8/97) :r: DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONY GENERAL. REG IST $' ' + EXP ;, rt,.F,,.DUJARD *2'04 12: ,,16/20 T sri. ter' �ah::iSfid TE nr , l.C..i A — DUJARDIN DEVELOPMENT' CO PO• BOX 1059` SNOHOMISH. WA. 98291 -1059 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. #•. EXP. DATE CCO1 DUJARD *204L0 /16/2000 EFFECTIVE • DATE : 06/20/1980 DUJARDIN- DEVELOPMENT. CO PO BOX' 1059 • SNOHOMISH WA. 98291 -1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES L DETACH TO DISPLAY CEP' ,CATE_.t Please Remove And Sign Identification Card Before Placing In Billfold F625 -052. 000(3.92) ah DUJARDIN OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S -E. EVERETT WA. 98026 425- 743-6140 CONTACT - BILL FOWLER TAX PARCEL I.D. PERMIT SU ADDRESS: FOSTER CONSULTANTS CIVIL - ARCHITECT - SURVEY - STRUCTURAL - ERIC TIETZE & ASSOC. 18530 78TH AVE W. SUITE B EDMONDS WA 98026 425- 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE KAPPLER ARCHITECTS 14311 SE 18th St. BELLEVUE WA, 98007 425 - 641 -5320 FAX: 425 - 641 -5318 CONTACT JOHN KAPPLER B.L McDUFFY 3605 COLBEY AVE EVERETT WA. 98021 425- 258 -4438 CONTACT - BUD CONDREY 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 DEVEL �z000 ILA WA P ME NT COMPANY SHEET INDEX L ARCHITECTURAL PLANS OWL ENGISTERRI C•8 C-12 C.13 (5/ Sht 4 of 4 APPROVED PLAT DRAWING P1.0 MASITII HOME DEVELOPMENT PLAN P1.1 PHASE A - HOME DEVELOPMENT PLAN PIS MASTER ARCHITECTURAL GRADING PLAN P1.6 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs FINAL GRADES FOR P2.0 ARCHITECTURAL SITE PLANS -, LOT 1 & 2 P6.1 SITE SPECIFIC; SECTIONS',- LOT 1 - 4 & 17 P &0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 01 P40 STAIR DETAILS FOR PLAN 1843 A & B FOSTERV ` ESTATES DRAINAGE PLAN AS - BUILT: SEWER PLAN FOSTERVIEW ESTATES AS - BUILT ''• WATER EXTENTION PLAN ARCHITECTURAL- ROAM PLANS (FROM BASE PLAN ARCHTTECTLJRAL COVERSHEET Al. CODE NOTES A21 FOUNDATION & LOWER FLOOR PLAN A22 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 S LOT #: 261200 -0010 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE. ADDITIONAL PLAN REVIEW. FEES. B2000 LOT BUILD OUT 01 SEPARATE PERMIT RE RED FOR: CHANICAL ��� CTRICAL Jar PIPiNG PIPiN13 CITY OF TIIKWILA BUILDING DIVISION Ivr,Fj�ll,J� JUL 2 BQR BUIL D t I FILE COPY I understand that the Plan Checkapprovals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or. ordinarre.' Receipt of con - tractor'sco,yof approved plan :cknow red. .1. � �r � r .r!1ee.a By Da Permit No These plans' have been reviewed by the PubIIO Works Department for 'conformance with current City standards: Acceptance is subject to error: and Omissions which do not authorize violations of adopted standards'' orOldnances The reaaancibirity for the adequacy of thededgn rests tot- t . t the designer. Additions, dead= or revisicy; o these drawings after this ON ad void this cc ptcnce and will require a reetiliallad of reviscd drawings for subsequent approval. Final acceptance Is subject to field inspectionby the Public Works utilities inspector. Dete: /7412€1 -s B Y' L VD * -L7 4 57D.CP1 A€ ,N46O RECEIVED CRY OF TUKWILA JUL 1 g 2th^ PERMIT CENTER X2000- 157 JOE NO .120 COVER SHEET AREA LOT F PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 LOT 34 . LOT 14 LOT 35 3 LOT 15 A LOT 16 LOT 37` C LOT 17 LOT 38 _ LOT 18 LOT 39 4 LOT f9 C LOT 20 AREA LOT # , ; PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 ' - C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT 30 °' LOT 31 : r LOT 32 8 LOT33 LOT 34 . LOT 35 LOT 36 9 LOT 37` C LOT 38 _ LOT 39 10 LOT 46 tyQDO 15 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING 774EIR FOOTINGS FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. D. HOUSE p,DEVELOPMENT s PLAN p 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY .4PPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINOLt FAMILY HOVE" PEr VFM MI A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION; C GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE_ NEXT HOUSE CONSTRUCTION PHASE. CONSTRUCTION DESIGN PERIMETERS ON A. LOT BY LOT BASIS FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED WRING CONSTRUCTION OF FOUNDATIONS, FOOTINGS AND ' FL001? SLABS. ADDITIONALLY, THERE WWII. : BE UNITED 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 INCUNATTON OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS 'ILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. 774E APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GE07E'CHN,CAL ENGINEER THAT CERTIFIES ON A LOT 81' LOT BASIS, GROUPED IN PHASES THA T THE HOME FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7_ DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTAT1fNY 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. a IMPL TATITAT1ONS'OF FOO17NGS, FOUNDATIONS RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C BACK FILL AND PREPARATION Or 1MPLE.MEI4TA1ION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL .: RECGINMENDATIONS THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOY'BASIS THAT THE' WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9'. ,EACH OWNER: IN RS PURCHASE 0E'A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW.ESTATES, AS APPROVED BY THE CITY OF PJKWlLA, _ coNTA1NS AREAS OF STEEP SLOPES. EAC'i OWNER HEREBY RELEASES WE CITY OF ;TLUCWTLA AND 17S OFFICERS AGENTS AND EMPLOYEES'FRON ALL CLAIMS, ACTIONS,' CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS ttts OR PROPERTY DAMAGE ARISING FROM THE PRESENCE _OF STEEP' SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS FEES AND PROPERTY DAMAGE RESULTING FROM THE `SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS' AGENTS AND EMPLOYEES. CITY OF SE& "R7s.: UTILITY CASEMENT P.M.- #230415- 1 -01 1 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE) ITS, SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT ALTER, IMPROVE, REPAIR, ENERGIZE OPERATE' AND - MAINTAIN ELECTRIC. UNDERGROUND DISTRIBUTION FACILITIES. TRANSFORMERS DUCTS WJL7S MANHOLES, CABINETS CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR - CONVENIENT APPURTENANCES TO MAKE SAID UNOERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED TN THE COUNTY OF KING STATE OF WASHINGTON, TO WIT• THOSE AREAS HEREIN WITHIN 114E PLAT OF FOSIERVIEW ESTA TES DESIGNATED AS 'UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS". TOGETHER WITH THE RIGHT AT ALL 77MES 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 OPERAI1NG SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY T7ME 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,TRIAI 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 09 OPERATION OF THE SYSTEM,' OR CONSTITUTE A MENACE OR DANGER' TO SAID ELECTRIC SYSTEM.. _ :.. IT 18 FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED' WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT 99109 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 FACILITIES OR THEIR SOLIDITY. OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED 97111/71 FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY. OF SEATTLE IS TO BE RESPONSIBLE AS. PROVIDED BY LAW, FOR ANY' DAMAGE 181 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 T11L6 PRIVILEGE'S 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, HIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM AT WHICH TIME ALL SUCH RIGHTS. TITLE PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE LINE EL! E1.2 EL3 EL4 al 81.6 ELT EL8 DIRECIIOO I DISTANCE N8959'54 °W 40.25' 00029'04 *E 10.13' 08959 5 E 58.26' 07341'S7 10270' 07341'17 2.62' N1936'34E 4.56' N8718'54 ° E 51.21' 0092732 ° E 72.44' N5720'04E 27.23' 08373'48"E 29.05' N1375'572 .. 22.55 198936'14-W - 46.42' N14V936'E- 35.05' 05516'09"W N8816 0914'-'-7- 471'6' N8816 099 5.12. N165305E 3200 0.9 0110 EL11 0.12 `EL13 034 1115 0.16 0.17 0.18 N /7,, 20 E ' 25.x4' 082 40 23 W 14.86' 0119 1972'41'47T 20.92 N52'0247"W .32.09' EL21 052 28.92' 0122 N892056 w 26.97 EL23 08950. 42 3 EL24 498920'5616 .16.55' EL25 N60'4136E: 5287 EL26 N86•16'00'E 9.61' 1127 N8970'SI' W 33,40' ET28 S7529'14'2 45.97' 0.29 11882239"E 22.42' EL30 01918'5411 38.71' 0131 N3255'12'W 33.44' EL32 0852256 11.33 N515Y35E 18.82 0134 008'45 (1W 22.04' E135 041175'.35 - 22.68' 0.36 NO2 21.13' E137 06453'41'W 60.03' 0138 NO252 46 61 19.88 E139 N ,78t 34 - 2568 EL40 N6453`41 �EL41 N38V5'341 16.16' E1.42 07429'41'E 26.99' E143. 05358'32'W 31. _ 91.44 03459'32E 25.95' _445 N0879 49� E T 75.18' E146 N26 42 1493' 0.47 60744341 1708 EL48 N35V5211' 21.05' 1149 022 16.28' E1.50 N8748'28"W : 20.74 -6151' 0874828 * W .70.83' 11.52 N8T48'28'W 2.57' 0,53 .0073743E 50.00 1154 N35575t'W 74.34' 01.55 5535715E 80.83' OPEN SPACE EASEMENT CURVE TABLE CURIO I RADIUS 1 LENGTH -I DELTA 111 - 53.11' 57.93 6279'43' EC2 47.1 - 7 3' 2059'52' E1.3 3327' 36.25' 6275'18° 114 20.00' - '• 49.81' 142'41'51' ECENED CITY .1111. PERMIT CENTER FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, 71 23 N., R. 4 E., WM. CITY OF TUKWILA, KING COUNTY, WASHINGTON R 1 R.L. Mc C ONSULTANTS DUFFY & A. SSOCIATES, INC. L LAND USE ENGINEERS e SURVEYORS o PLANNERS 0 MANAGEMENT 3605 CYEOT 9t011)1 E7£FE1 ,, 195751179 98207 ( 258 -4438 FAX .(425)258 -1616 DATE 2/7/00 DWG 81 KMG jog 70. 96069 ' 5HT 4 OF $, LOT # PHASE PLAN MOD'F.DT PORCH AREA LOT # PHASE PLAN MOD ED PaecH AREA LOT 1 1843B X LOT 21 2119 LOT 2 1843A X LOT 22 B 2060 5 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B LOT 5 2108 X LOT 25 c I843A 6 LOT 6 2246 LOT 26 1843B LOT 7 , 2246 LOT 27 1843A LOT 8 ; 2108 x LOT 28 1843B -- B 2 2108 LOT 29 LOT 9 D 1843B 7 LOT 10 2246 LOT 30 1843A LOT II 2108 LOT 31 2060 LOT 12 : I568A — LOT 32 2119 LOT 13 2108 LOT 33 A 2060 8 LOT 14 !; 2108 LOT 34 2119 LOT 15 A MOD'F.D (t) 3 LOT 35 1843B LOT 16 ' 2108 YF MOD F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 C 1843B 9 LOT 18 ! 2060 LOT 38 1843A LOT 19 '; C 2119 4 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 C F. PT.AN MATRIX gr. SCI- TPT)ITT.F ag PLAN- USES IN PL -PROPERTY LINE - 77P (TRACT 6V 2 TRACT " B" NOTE: 1. FOR EROSION CONTROL • EXISTING SILT FENCE (-3S SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 1568A 1568B 1843A 1843B 2060 5 2108 5 ( +2) 2246 5 2119 6 (SEE SHEET C1 FOR STREET ADDRESS OF EACH LOTS) PROPERTY LINE -TYP (TRACT 6oYJ TRACT "A" r OME DEVELOPMENT PLAN DETAI I, PHASE-A- KEY PLAN i \ r RECENED c11YCFTUKWRA PERMTCENTER 0 20 40 80 160 1111111L71 71111111111/111 E : 1 =40' h CO 0 (1.) JI IEE P1.1 PROPERTY 1../NE - TYP ("TRACT ROY) TRACT "A" D') N< SOUTHGATE PARK N umin POLE 1 EX. URITY POLE 15' NA PIE ' 1E0E14770N BUFFD, UPLLTY POL EX RCf/(ERY EX CONC WALL EX GUY POLE r GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 • - ...... PROPERT Y L/NE TYP ORA,' BOY) TRACT ........... . . . ...... • • • .... . ... . . N,417PE 1 BUFFER 20 40 60 SO KEY LAN \ SCALE 1:40 0 0 POLE -rELE - SEE SHEET .0 FOR SITE STEP INFORMATION r E STEPS EE.450 I (ei I i I j j NEW 5' CONC. \\\ , I WALK RECEIVED CITY OF TUKWILA PERMIT CENTER TITLE JOE NO 98013 SHEET P 1 e 1 --- LOT TOTAL CUT TOTAL FILL ADJACENT TO LOT WITHIN R.O.W. • \ , \ CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A ' 08 N/A N/A TOTAL TOTAL ADJACENT TO LOT 0 9 N/A N/A LOT FILL WITHIN R.O.W. 10 N/A N/A CUT CUT FILL 11 N/A N/A 26 ' 12 N/A N/A 27 13 N/A N/A 28 N/A - N/A 14 N/A N/A 29 N/A N/A 15 N/A N/A 30 N/A N/A 16 N/A N/A 31 N/A N/A 17 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 • 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A ' Ay, 10' PRWAIE INAWAGETSVI 17L/TY POLE --I PRai - Rrravr 1:7RAor spy,' ,. SCALE -_-_-_-_-__ \.„ SOUTHGATE PARK CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED 10 THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATF. NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. .2E5,7/AN AND /MC Ur,' 1A211.50 EX C/17L/TY POLE • • EX 077LI POLE IRE/2E50W .4,112 PlIBL/C D. , 22 . 10271 =71 • EX ROCKEFY Ex. CONC /ma EX WY POLE PDX3V,W We Plea' 10' /WAIF 11WPWL/C 1/17111,421 E ESV11 relt4MAGE KATI - 140 ‘ 4" PPM IKOWAW/W s,410.'gk7 esvr 'A. \ 1/4r \ •\ \ \ ( • \ i /RE H , L.0" POLE e -STREET PE STEPS A5.0 NEW 5' CONC. WALK NEW 5 ASPH. WALK SEE SWEET ASO FOR VIE STEP SrrORMATION RECEIVED CITY OF TUKWILA ,PP!. PERMIT CENTER JOB NO 9801, SHEET P1.6 TOP 17024 - - TOP 1bP SE as 3A TO Set, X r. DRI WIDTH +^ RESIDENTIAL ALL -OTHER DRIVES TO H IN TIGHTLINDED • STORM 0 vE SIDE SL6" GsRAPIANT. TION 5.'QUENCING AND TE - R EROSION C STRUCTIO► DU':NGF� r- •, ,r e PIDi,P.I,P12, BASEMENT - 9. EROSION CONTROL AFTER SACKFI b F FOUNE 5EF IMPLEMENTATION OF LANEi�CAPiNG P REGYJI ALL BE 5T(AW4BR K .G; DESIGN M ENDIX D. T AND FILL _ D F RSHEET Pi. / " 'fo c_ +.•e'.- - ' +iii drl� NO60,9 4 E 15.76 NEW /KEYSTONE WALL / :w 1 156 -- Alf/ 16 - 6. WATER SUPPLY FROM METER TO WATE: ri ECT WATER 5 METER SETTER. "SEE CiV}L SHE -13. "n « IVEWAYS SHALL 5' :' C9RETE EXPO D ''+ • 2' OF 5/6' MIN - °'SH . RoCK. • SLOP OWED 15 5%. 1 N N / \ N / N. UT /L /TY POLE N N ' S 89d2016' E T39 EX UT /L /TY POLE 17 2 NOdJ9 4 'E 125' These plans have been reviewed by the Pub% Works Department for conformance with current City standard:,. Acceptance is sub',- ' do not authori- adopt°' c:_r•dards or ordinances. forth° cf'= of thedeaign design_: deletions or drawing, ier this data will vc'. and will require a =Omaha ci for subec;ucnt approval. Final acceptance is subject to the Public Works utilities inspec._ Ogle 2 14 7,0OO By. Prpp rz,e, d 26'4' ...In by La oh) L r SITE PLAN NOTES I. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES, THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE HOUSE PLAN - 2. OVERALL SITE TOPOGRAPHY 15 SHOWN ON SHEET PI.5. 3. ALL FOOTING- DRAINS ARE PER PETAL 9 /P& 4. • STORM DRAIN" - SEE CIVIL 51-15ET C -8. TIGHTLINE FOR HOME SHALL 55 4' NON - PERFORATED ADS N -R PROVIDE 4% POSITIvE - - GRADIANT. TIE TIGHTLINE AND FOOTING DR/N TOGETHER AT — . — — . 'i 11JEBfiPOIN7 PROVIDE. Ek. JUI N- — 156.17 '— THEN CONTINUE TIGHTLINE TO STORM DRAIN. \o 5. SANITARY SEWER - - SEE CIVIL SHEET C- 12.,64*iRY SEWER SHALL 5E - .- 35 WITH A MINIMUM OF 2% POSITIVADIANT C OUTS TROL - cn ov 75 co U 2 u • c 9- L Pt U �_ Q r'm;y to ▪ RECENED a CITY OF TUKWILA PERMIT CENTER. TITLE JOB NO 98013 DETAIL PLAN SHEET P2.0 n m z 0 0 LJ I M I PP 1 �^ I L 0 I 1 $ g. g) S 1 s ?BEATER THAN 10 II I T L PRTg uNr : r LOT 7 PROPS Ilt LINE 4 464 41 6444414314 Slit 4 44 4i 44114 I I I I 1 1 1 1 1 1 1 1 1 1 1 PROPERTY LINE ' P6.1 L SHEET — JOB NO K appler Architects P S 14311 SE 16th ST, Bei!evue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 4 e ) , } � � � 1 ��1 V L�j� 1 Date O Date By Oescr�tion PERMIT ^ ' A C iIiEGT —V T KaYP ea STAI. F WASHINGTON 07•(7.00 =CITY COMMENTS •CLOUDED FOSTERVIEW ESTATES' THIS - IS COPYR GHTED AND IS THE EXCWS1iE PROPERTY OF THE ARCHITECT n m z 0 0 LJ I M I PP 1 �^ I L 0 I 1 $ g. g) S 1 s ?BEATER THAN 10 II I T L PRTg uNr : r LOT 7 PROPS Ilt LINE 4 464 41 6444414314 Slit 4 44 4i 44114 I I I I 1 1 1 1 1 1 1 1 1 1 1 PROPERTY LINE NOE: ENO D.S NOT SLOE 54 NIS iTION FCOTNG SPRLS NOPECNTALLT. L W / OUNDATION DETAIL 3/4"•-0' 0' FCCN S NOT SLOE P4 TEE CaNDI NOIRZONTAL 10 5 cao 4opizoor f3' FOUNDATION DETAIL 3/4" P• DOES NOT SLIDE IN TIES FOOTED $P TOP OF 1/2 CLEAR • Er CLEAR , r IRE I lir CLE ••.„ T 54PPAOT 4.14 OP 2,214344, STEEL PLATE &54 Ci.C. (OM 3 SLUT A- AS T55TED OH SE L SCAEDULE OP / .4 VERT-BAR • IV OC. PILL sou cc WALL - NEV. 3 S:EET A•V • 4 tR.J5AR R2 Wn.tte 3 BEET 4-17 14042_ BAR 3 EY cc (2,4 EAR • TOP 03E0040 vERT. BAR GR PO • (Cilv. $4 A-U Nopz, BAR (DM 3 SLEET AO( OP OF t4011 5,0e...MST BE IN PLACE 5 ELWELL CP ROLL • wielv, 4.,..IIMEM it- ____,„_„.• ;SF2 i•CA0E Tom. et NOR. BAR • 155 oc 14 e 1440111 of tual.1_, _ (Div. 3 BEET 4 in4 ex 91 DAM PRIOR. , OW 1 SE AU :(1 • 5 . , -UMW:3 • EAR OC. CP BALL SLEET A•U - Div 3 StliCkl 41/ won EAR , 5.0 . • s ToP • • il"11111 "qtlAWLIMIg OAri. FROMM ( 131 AE 11014TUNE --' ;■6 111116 3.2. FOUNDATION DETAIL et FOUNDATION D L /4.44r 0 = 6- or 3,4 fion, SO6. MET se 4, PtAtE PiaoR To gga, .85oxsiu. emu, 1 VT CLEAR • 402; *to. A.Extyzal..r. 'Ia '- T=1ExCET , P gerflIN IN yr cLeAR 700.,T,7*DM:iv,,,,v,i tm., 06 ; 11 :: . 41: ." ,:, z D T AD DAPPPRO;P:1 AT , N E ot, , SWEET Al) 4. •3 VET:(4 JJ3AR 'oERSO • S .4 5.0.2413AR .i.13 cc • , ' - ' • ...4 1 sc, •4 1.. :409.j.: 8 : T 4.1) „..:.: ..3: 4115:0 12, , I , 3BEE .. e coN4. eLAES C A I i f e .S PIOCX 0•ER vAPOR BARRI.' 5 • JO A. A.1 4T AI) .0A. PROOFING tom , •4 :ORE W.C• 04.1P• 10 oc (DI, 3 eNEET (1,•4 BAR COO. 3114EET A. 4''CONC OVER, 7E • 3 4 VERT, (DIV 3 BEET vER4, BARER., • OO (OEE4 %RV A. • was. FILL =No 2_14■1 DETAIL • N3 oQE S NOT eure 4 we mat POOH. SPANS - 444 1114 .7,1 1141 lio kit• armor= " omit, Not ium.. POOT116 SPANS P PE,40.04$ SOLID SLIESTRATE (3)T4 BAR CONT. (Div, sob:um 6U4ENAIRE AR ..K-- .14111 lawsumns SOLI FOOT.43 (Div. 2 BRET A T 4.11 5,8140• A.E, 2 21%DITI.E"317 It 4 5 ruidi 0 10 4 FOUNDATION DETAIL 3/r.4-0' 5TFALCTURAL F.L SEA ADZ fin5:.F °ETA, FOR FOOT,. 0.9731CTION. FAENACC - 1.2.01 ...EQUAL noir/14R \ FOOTING DRAIN DETAIL tilAV:ED TR' I 1 OAP TO' 'O RNA 4 101D PE•FoRAISc (poem. BRAD WV a% MIN. SLOPE. SiN*410• 2 fro. STEEL PLATE EASERS e 45 0.C., (DM 3 SLEET A., ExcEPT , AS TOTED SLEAREALL SCVECutE "1 1 EMBED. (2, 0,..2 • TcP vERT. BAR * E P.L: 1T OIV G S:EET 11/ T4 LER, J BAR • 8' oc. (Div. 3 SLEET A-0 NC147. BAR • O oc (NW. 3 BEET A-u (-9( .4 BAR CC•R (cilv, 5 SLEET A•U SOLID SUBSTRATE seE DETAU. WSJ. FOR FOOTNa MAN COISICUCTION (OW 2..SWEI (6,4 BAR I'DPv. 3 SEE SOLO SUBSTRATE SEE mat s,pao FOOT.. CR. CO* (OW. SNEET 4,0 (VMS SOLE2 SUER GEE bETAk ' FOOTE* ORA) • 10E5 2 SLEET TOP OF LTG DAM PRXPINS Div T TIGHTLINE .4 NOR £5.4R 3'.0 • kV oc ecilv. 3 SWEET A.1( ti4 2° $ t2 p t OUNDATION DETAIL 3/r=1-0' FOUNDATION DETAIL 3/4•4-0" AIL 543,40 As. UV 2 P NOTE0 iv SC14ED(4 (2/ . BAR • ed oc. RILL (D 3 fr4E 1-4/ <0.. 3 BEET A-1.) .0A MONO OM 1 SET AD M NOP. BAR • 10'oc r... OvERLAP MIN/ ITN, SI.T A-T/ Ticufit. (). BOCCE, )01v 3 BEET A-1, SEE DETAIL SPED POR DRAW CCNSTMC 0, SHEET tD SUBSTRATE SLAB OAR 40 RoCK. SAPIROR sa 1ES 44) EXCEPT ATEALL EIVED. o TOP ,..4 AS ON 7 YERrLSAR ;3 E• RXL j ar SIEVA,, 5 VEF5t. OAR *WO • fr r (ply 4-))- OAtIP PROM. OM 1 SWT st NOM BAR 1,...0yERLAP 04.1) (0E53 SWEET 44( - NOM SAP 2 • Woe (ON. 3 T&1 A4) RE DETAIL Erpik0foR POOTING DI5AIN CONSTRUCT. eorv. 2 %Err A. (13, et BAN COE. 4C4v. 3 Sal AA/ soLEE TE SUBSTRA • 4 CCNC. SUB OVER 4' Rom o)))4 4))4 )r)•+_ 4.a ,0 2,3/1s 6.0,0_TEEL P LATE suAsi4ER9 . vERT. J BRE OC. ALTERNATE BENDS 3 SLEET AO) TIGHTLINE DAPPPROOFING (Div. 1 SNEET 4-0 SEE DETAIL 'IPSO FOR FOOT.. DRAIN CONSTRUCTION (D)v. 2 BE )c40 suESTRATE 04)'. 3 SWEET A.1) FOUNDATION DETAIL 3/4".1-0' 7 Ticu•ITL.E DAMPPROCF.43 (Div 1 SWEET A•il Ir1)2• CLEAR 2,77 FOUNDATION DETAIL 3/4W-0 urws• A, le 2,0,3AS' S.O. STEEL PLATE MASERS 4 OZ. (Div. 3 Si4EET A-0 ExCEP• NOTE0 SEARUALL SO.ECULE T rISED. •4 EAR • TGP . 4 NOR17- BAR JO' OC., I,. COWER OVERLAP (0), 3 SHEET 4.0 VEI* T J BAR 4 ALTEIKATE 8))D6 (D)v. 3 SLEET 4-11 FOR FOOTTNO TICE (Div 2 SLEET 4-1, • Top 44 ART. ISAR • IV cc. KU WEISE CP ILIALL (Div. SLEET 4-1( 2,0,3/16 SO. STEELVLAIEELASRERS • 4 TatLT 0 3 SREET EXCEPT OWARIIALL. 111K EMEED. 12,4 BAR • TOP *4 VERT. BAR • 12' OC, NILL giv. 3 STEET ILO BAR,CoNt. (3) AT 1 CAV. B 6E I 5 EET A4 VG.4.114,19.11.119/91t SEE OETAIL %IPSO FOR FCCTIKE DRAIN CONSTRUCTION tolv.2 siatr A. 08300.01 99019419 OAPPPROCFS.3.1 Olv Rca+T. 1 SLIT AP 41••c) (o).415A t eoR A. of 54 NCR. BAR • 1,25 • - "AN: c '? ) , ) ••• u_ 1/4 vERT. BAR • e (Div, u NEW A.1/ .4 QOM SAAA • Ift oc - (D543 SHEET A.)) 1 SYNte1C111.• h 4.4 411. :ERZ, BAR 3LOT • kV ot (PIV. 3 SHEET A-Li TTTLE J08 NO.. 98013 I SilEE r crnroF KvoLA - PERmit CENT:. a LLI to 0 LL IIIIIII■ 1■I °1111111 ■I®I■I■ ■I ■IIW111■ ■It! Mitt in . LIM ■I ■I ■I ■I ■1 1111 ' ' 11 ■1■ " 471-1 CO DRIVEUtAY 4' CRl19HEL GRAVEL 11(- 9TIJ8 97EEL. I (3) TOTAL •4 BAR (3) PLACES Scats, EACH RISERb',TTP. EAQ TREA t7. T7P. 6t1E`FL FOR 9,4 8PFD�P C RISER ,, !.RAIL P LANTE R . 1.1111111111# m I( TLC, AT 5, �4 BELOW MFF RECEIVED CIT'CFTUKWILA PERMIT CENTER TILE PP NY Ex ROCKERY Ek ( RUCK R,Y I sl ccvc EX a r °0335 -� GRALEL OR /LE DC%. `' £X A!£ °HALT RIsD7OP AMS71S'ALM AC. PALM OUTLET A T BASE OF WALL A,v HIED 1N T0 OUAR,4Y tpALL SPLASHRLOCKS "CAVE WALL AAA 7 LINE B /OF /L, 7 SWALE SEED MIX RED FESCUE' 2 Aea1T %FYRW1N YG3"RMNr irty FESMICE RY SRE J'5 S49 ,OAoorFa(rA9 ACEOPOCCRUS PRATERSI ' X ..SO 90 APPLY nos MAWR " AT A' RATE Of 60 6SS /A0W N/T,1' AOLVOO tAt SPRM.S Gist RH2EtiE'9 Cr NATAL NE72AND RUA/13'157,W .4S BOLL RU94 (S0YRFBS Ap/7U4 VAL4914 Of RICK C(RA/' 2 alEPINVO .A NT' Rai'? (EZEOCH4 u`" .2 SEDGE' (CARER' 06PSA.T4f 07N9R51AS REIX.6fPED BV 171 LYTr. 444.4'54!£ PLANTS'. AS CA7TAE (71•"'A LATATZIAAIREOT CANARY CRASS (EWAL 4 9 AX wick-,,�j ARM near LGL20Y1RF£'(LY/7A SAGCAR/W) SVALL Norse uSED t4% :ir ANY afRaP/STAl6 S ? NOTE . EA' CAS .:(OCATEC� 1 O N W5TEOCE OF FA Vc 1 I '! ✓T SPEC/F / I CA 77ONS / / T N Al, WORK -IDLAL E� 1O LLi✓. 4 t b A OD C A Yrl 14 D K5 047.. A, W . -I AhO L A. ANO S'PEG74i9 PONS / RU +D?'u'C NuiV 1 77 ?AL /. b G I`04V'ANO GTY'OF TJKAPLA _STOR9'G:AMA". S'AR,AR44 CA7 CH 845495 SHALL 8E TYPE / UNLESS 01PERN7SE'. NOTED T>rE // CATCH RA.V ,HALL 8E 4 1.2 0, . ALL TYPE / CA. H 8,45/.4 SHALL AVE._ t ✓ER Fh'L` 5A/ SE >� CRAWA PP" Y RE I OL r z hF, 4400 4 444 /4147444(4-4244 AO CR t U1 ;! 0 %f' R1N 14 T 444 P/PE 5 AL RE A544 ( 40,4x, S.OR 45 c4° _ 4v 8E/4 4 4 GA1 .E . rJ (5. THERM E 444 0 CA 70, 94.`'~.N /MET,. SN iCL 8 VAN TJ 04.4 {W7f +. 740-00,48 FRAME FOR 1547 .42 CD,AS ISEE RVO CO NTr W6 .2-01, C -/8) OR R L%LD CURD ERA, A. CPA 1E" /SE- la , CLA/N,T uW NO r 020 SHr C 'r, AS riRPRDER, .E CURS /WAVE AND CAA TE :SEE K V 62:///7, CAW" NJ 2 -0 2 0 <HT C-18,2 A A°r ADAR ATR 20' PAWL PDS . IRIAN EASEMENT PECA - 51AAk AD PG', Vag, EAMO, 10'RRIVR IORANAt E E477 7 4 4 R .;.'J PRP,W T AWE SEE WAIL DE7AMS -� -_ a 44' 15 FRNA a`17� r• 4 ORANA 675, } 31 1 \ t CS 3 32 CS 7 N£r VAUL r Na 5 I10 47 AE IEEE .SYT 0 - II) .44N4 El/f. 10'PGP/f 4 \. PEDESTh1AN ANi7 AV/ EX ROCKER, EX cur PO, EX CONE IVA. " e0C.0 Pr ORA,7E9 FPE " ED, OR AC,S'5 ROAD fc, DR CCNTRDi. SURROUND 1,4W, Of, SEE CET,/ F - _ .EET C -5 NOTE 1 L AS -511/L T /NF 1 ' /S AS OF 9 J0/.99. MANHOLE LIDS AND DRA /NA ACCESS L /DS /N PAVE�11ENT ARC" ! All' 1 R /41 ELEVATIONS 4/AY CHANGE AFTER /7NAL Le Gib" AdPHAL T PA r£MENT HAS BEEN APPL /ED 1 NORTH 1 GRAPPI4 SCALE zo1 ao ao EDGE OF EX ASPHAL T IABANOONED' 37 I 38 1 39 j /40TE' THE FOCIO(Y✓NG CB ARE ACCESS OR „UNCTION 5, RUCTURES, NOT INLETS, AND HAVE 502/0 COVERS 5, 78, 78A, 183 24A, 29, 29,4, 30, 40 40A, 42, 46 WA 1ER COURSE P /P' /N EX. ROAD,. J /TCH COVERED P/j2 DA' 2 TO d" ✓UARRY 58'4))4 WA TER COURSE ,,t ' ( 36 \ 1 .,7 V v \ 7A :CE \ 2 ,77---- 1 ' ; - ° ' 1 40 ��i 40.4 7 \ 7 \ 4 LAS / ✓, ` � \ 4 ,�( ;' }P , J \� ,44.45 \ i \ r A l 43(TY R /I \ 70525 / \ Nj.1\ 3 44 220.54 m 45 /69.7/ 72 \ Ci7M 46 530.06 : \: 7, Iay. � �' ;: Mk. (JZ Q I ��X R �RAlI� -R /W 1'1 CE 4' ' :B 4 ` \ i 8 404j ..3.9 0 27(4YR i) 29(TYP 71) 29.4(444 /) 30(TYP CATCH BAS /N DATA ( m Fa" a CU RB�INiERE CURBS ARE' T) 42Alta RA/ HEN' /4e4FRT REV 1 222.38 219.3.' (8 ":N, 2 218 48 275 48 (8 i1C 5,' 3 21200 27057 114"52 21052 (8 "i/) 4 204. 75 20010 (8 S9 20005 (8"N) 5 185 7.3 75122 (8`S) 78115 (72 71/445, 7E1.02 (12 NE 6 15959 185,09. (12V 7 174.77 171 (72 "Sw), 171.55 (12 N1) 8 774 43 1 1 171.140 ("E "%✓W) 9 774.53 17772 (8 55) ' 10 18695 18354 (72V 77 780 70 17579 (72"492 17569 (12 SE) /2 17930 175'41 (12":36 175447 (12 V5 SW) 14 18858 , 18442 (72NW,) 7 4 18720 175 8 4 (7 2"SE, ^✓ E 7s 17785 17417 (72i1494. 17409 (1255 15 17581 77255 i "2Nw)" 77355 ((2N5) i7 174 55 170 50 8'55,1 18 17497 17004 (444ER4L049 55(9 170 (87)1 757 55'(5.5) ASO 67 3c" V3E 3SE7, 760 57,"8"01./ 78A 1 75 45 /55 45 (85413), 75595 (72WW1 750 55 ( 55 ✓W, SE.,VE 750? 54(8 NE 01/T) 188 175 95 77324 (72 549). 75055 (35 "5E - 874.(12 WWI 744. 52 155 77 12%1),,138 136; 729775 '72 S4 , 129740,1 ,) 13724 (8549) 7 4 W. 1/957 //2 N/2 17955 22 72' 744 23 150 79 ;'127, _ 15214 :7255 2'1 75254 (72 25 6'. ;i 25 7 5 3' r - 9 , ?1/ .4./44 7.76 59 (74/)5) 14524 (72 S), 15/.44 (25 "/VW 74922 7_71:72 (35 '1415 151 74 736`5`) 74451 741.51 ; " 04Ef'FL GW ELC Vl 72481 (/2 N115 1 5 0 3 7 (8' HE O U T ) , 771 4 6 ( 3 5 ' 5 E ) (N.4 CESE2 (A14)(1)2 ACCESSI.: (S ACCESS). 3E 2 '12'¢441, 1 7 2.(2) 4 / 740 06 742 52 5 744 07 509 TYP :73897 8E110C l 15490 1528 Y9 ?..5 11 1 7_57 ''6%:11 (72I E'. 1 155 15' D(2 )Y4 1 (2E/ 7(VC) .b ':52 147 49 //<E, {y) J 1 5 9 14574 / W( 11 54 (12 54 '1 14731Y/2 E'! ) 115745 CEJ:5. r .4 7.453 175. /4 (1 E. '6 P 121/1 155 57 l'12 - 74 , P, 165.20 '/2 "E) 17126 58 10 72 ). 159.97 7 / Err 75727 5259 74.979 ( 723191, 749 7 12 T ✓(Y,.) 152.0"7 1 4.1 t7 OW E �V,/, 7409' (84(1 00 ,71, ' vi 13C E SO 15.4 >0 1 48 60 7 E 6 /✓E! '41 45 (35 Se, 147 2.5 7 /45 o 7 14,) 9 4 T 'E 15977 (8 S), 138 (85w) 7 0 ,4 4() 103776 I'723{15, 70,300 0.5 10291 (/5N19) , 27/ 0.1 2' 166 72 (8 514) '2E 77 (15 "3E) 12808. (/5 WET VA UL T J3 - -WATER COURSE. PIECENED CITY OF TUKWILA EDGE DF EX ASPHA. T i L r 1• 1 PERMIT CENTER 1 PLANNED RESIDENTIAL DEVELOPM FOSTERVIEW 1'1 ESTAIITES11111 l ee II DUJARDIN DE'IVLLOPMENT C Ofv i P 1 ANY I i AN ALLEIRE ENTERPRISE ■ ViERETE PHONE 33;4 -5019 SEATTLE PHONE 1 114) 6140 I SOUTHGATE PARK Afi 3c' 2 a1 10' UAL /T" 5 U7L /TY ASE,IWENT 15' R P/YAIE SErifR & ORA /NAGE ESMT 31 s' unvrr : ASEMENT JO AC ANO 1/171 ESVT 5' UAL /TY EASEMENT 5 PH AIEORA/NA, AND SUER ESNJ NO7F AS-BUT /NFORMA110N /S AS OF 9/30/99. MANHOLE L /DS IN PAI'EMENT ARE /N A?1 R /Af ELEVA77ONS MAY CHANGE AF1ER F/NAL LAYER OF ASPHALT PA I'EMENT HAS BEEN APPL /EO. 10'PRWAE sTSZR Lxur . 15 HILT AN 13 #.1128 S" UAL /TY ' EASEMENT TRACT "A" /01 04327 MY 12 WATER COURSE PR/Wit Q71FR ESYT EASEMENT AOPEITY LANE - 7}P - - - (1RACT ®7YJ WATER COURSE EX 18" CMP SOUTHGATE PARK UKE'roNE EX SAN MH RE 1877 /E 181.6 EX SAN MH 0-37 RE 2084 ,E 2022 (8" N, S & W) EDGE OF EX ASPHALT SPEC /F /CAAONS ALL HOW SNAIL BE AN CONFORMANCE MTI/ NS DOT (ARM) STANDARD PLANS AND SPECIFICATIONS FOR ROAD, BR/1704 AND MUNICIPAL AWS7RUC17a CM' OF 1UKWILA PUBLIC If SEVER LOACS7RUCII0N AND DEYEZOPMENT STANDARDS AND ME WE SEVER DISTRICT STANDARD SPED/is/CAPONS MANHLEES SHALL BE 48 -4VOT/ D/AME7E7P, TYPE 1 AWN ECCENTRIC CLINES 77/E'MAA7M0A/ 1/11CHT a'" NE asER ABOI£ THE CANE SNAIL BE 24 /NCNESy /NGYUD /NG'FPAME AND C04E7E BASE SEL770N S7/ALL CONTAIN 'A PREFABRICATED OL'2NCRE7F CHANNEL 11079E7? GLASS 57/PPOR7EV PLASM' LAYER BY OU LINER LID OR EQUAL ALL MANHOLES SHALL BE CHANNELED 717 7HE LWOIV' O'" THE SEVERS THE /NYFRT LW 1HE OWLET SEVERS NAIL BE A AON /A/UM OF 01 FEET BE2014 THE INCOMING /N4fRT EZEVA1IOUS ALL MANHOL'E3' S7/ALL HAW LADDERS AND SAFETY STEPS S£14ER PIPE S'/ALL BE PIT., AS7M D -3O34 SDR J5 EX SAN MH 19 -32 -� RE 2.571 /E 2301 O2DDO c 2ESmm /AN AND PISL/C UAUJY EA,SEMEN�� EX SAN MN /70 -12 RE 708 46 /E 100.90 (8° /N ) EX ROCKERY /E 100.24 (8" OUT N) SIR/AN AND PUBLIC UDC /IYEASEMEN EX CONC. WALL NOTE. SEE SH75 C -15 & C-16' FOR PROFILES' NORTH GRAPHIC SCALE EDGE OF EX ASPHAL T \ ('ABANDONED) fl a9547YL,91E 7YP (TRACT d7YJ TRACT ":" 20 40 80 1 " = 40 /LIANHOLE DATA P /PE DATA MH NO TO /MI/ NO S/ OPF MH NO R/M E EV /NVERT ELEV 2 955X 2 EX 72 779 3 4 7 519 4 5 1941 5 6 1739 6 7 2 679 7 71 10.50X 8 79 70 359 19 9 9 949 9 70 5 359' 70 71 77.989 77 12 14 959 12 73 8 661 3 74 5291 74 75 7241 5 79 15209 6 17 5 459 17 15 2241, 18 EX 74469 20 19 7513X CO (L 0T 32) 20 7229 WATER COURSE WATER COURSE R \ EX SAN MH /10 -31 E 1461 -.37 STREET 1347 0" //V) /E 7338 Or OUT) EX SAN MH /10 -32 RE 14986 /E 14217 (8" W) /E 74045(8 "S) /E 141.25 (8 E) E066 OF EX ASPHALT SAN MH (/ /1100- -JJ r EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN : DEVELOPMENT COMPANY AN 'ALLEGRE ENTERPRISE EVERETT PHONE: 334 -5018 SEATRE PHONE: 743 -6110 177.69 2 765 99 159 77 75935 18741 4 8330 17304 17287 5 /79.09 77729 17779 6 17758 16963 16953 7 174 79 16796 76772 8 18995 181.20 9 17870 17042 770 73 10 17227 16372 76542 71 ( 168 67 ) 75922 (FROM MH 7) 75922 (7808 448 10) 156.72 (OUT) 2 d 75793 S 74790 147 45 13) 75345 l 14295 142 65 13548 13518 15 7 136.60 1 137 90 (FROM Atli 14) 131. 77 (/8041 448 77) 13147 (001) 16 7,5338 74673 77 740 75547 73532 18 12090 17150 17095 19 18709 17563 (FROM 448 20) 17554' (FROM AN 8) 17514 (OUT)'. 20 /206. >8') 19758 R/W TO C h Lu W 00CEIVEC CITY OF TUIT ILA � O PERMIT CENTER C -12 • 1 - ROINFT AMIE IV /115 DNA( 1.1 WATER - COURSE TRACT le B" /MAW REEF Ka If NOTE DEFLECT INTEAVAN MAX OF PER JOINT AS NEEDED 10 LOCATE #1917ERMAIN AS NO/CARD ON PLANS 5' 11/A/J0/711/7Y EASMENT STANDARD NOZES a COWRACTO? SMALL TZ/RNSH AU MAMA/ALS ODZECT INRIEMN /LTV 25'MAX PER ION • CON7A4Cla? IS RESFICALL fa? CaY7ROL AT ME OF SEWING t APPROXIMATE LOCANagS ar EXSTIAV 1/17117FS HAW RIM OBMINED MN/ AVAILA9LE RECORDS AID AE SONY AIR COMMENCE 771E NWIRACTOR MALL LE RESAONSELE FON 1641FIC41ICIII OF LOCATION -9510/IN AND 1724 LICSVON7PY POSSME ADD/770A/AL LINLIRES MOT AVM S 0 AS 70 A PAWN 0 R 1745714B4NCE 71 E ONTRACTLY? MALL CONTACT NE UTTLITIES LAND LOCATION NNW? (/-800-424-55.5.) PAVR 70 CaYSNIXACH: NE MIND? a? HIS RONESENC4714E SHALL BE CONTACTED FA L/77ZITY COPIMICT DINTS ▪ CONIRACKW YALL INSTALL ENARIENT N ACCNRIANCE NTH MAMPACTIRENS RECONEMATIONS 2 "125 SPENT/CANONS AAV 71Y a' RAMA STANDARDS Z ALL NITERIVAIN PPE SHALL BE .01./C7ILE PON CLASS 52 PISH-NY .42WT a W AECHANICAL ..4244/7; CMEVT-L4 LD (ANS A21.) EXTER/C4? OAND MIN COAL TAR VARNISH. ASTALLANOW 70 BE N ALVORIMIXE MW MANUFACRAERS RECOMME7417A1) ONS ALL /7771AVS SAW1 BE CAST PM ANO MALL CNIFORM TO AAR/CABLE PORTIONS OF AA57 STAAVARD A21.14 A21.11, B15.2 BM4 AM9 AN.= NTH A NMMIN PAESSOW RAMC ar 150 AV AAV NEL BE CTAIEWT-LW 12 a ALL GAZE MIES 10 BE 41442/172 ALL HYDRANTS 10 BE ANIRLDE * CUT-NS AAV MPS TO BE NAPE BY CaYTRAClat W 025 .54019i3W7D/0017; ENNEER AM? CITY Cr TURNEA NSPECTOR MAST BE NO7FED 48 h'OINS IN AOVANCE fa CAS T PON MECHAMCAL .AMT SLIME COMPLAVS REDIAOS2 It TAPAWC Sinn' SAUL BE MUELLER CAST PON XII EPDXY COATED SEEL a? AVVAC SST IMIN STAINLESS S7172 FLANGE 12 CaYTRACTCW /S RESPONSSIE fa? VERFYNO ALL E7S77N6 PPE TYPES AND 92ES fC4? COLPLAVS CONNECAONS COT-NS AAV LAE TAPS 1.1 3 1/2 /MT NINA& NAM 494f7? ALL 1447EAWAIN PRES 1 ZNER 70 PAY Fa? SCATS COUNTY AND PTV AS.ECTION fEES TS ALL MAW LOCA770AS R LF CONiVINARD WIN INTER 17,67M7 "725 SOMMEAVENC Al AU DOSTINO RAE HYDRAMS AM9 MANS 70 BE OPERATIONAL PR/CP 70 02ANDICEBENT • CONS71E1C770N a NO GNAWS ARE 70 BE AMDE N71401/T IN/771W APPROVAL BY NE ND "725 SIPERINEAV- ENT a? 12577ACT ENNNEER AM 7hE CITY Or RAMA PUBLIC MAWS MOINEER 18 REFER 70 NV "125 COAVITAYS AND STANOAAVS AND 70 ME NTY ar AROMA STANDARD SpECF7CAllaYS R ALL REAAMMO NO1E3' AAV DETAILS 1St PRONE 44' SDElear LAE' A/49 TAP CONNECTlaYS FOR EACH EAZSDNO NAM? AIL7ER .a2 MAXIM/ ALLOWABLE OVEN MACH SNALL BE BO M2 SPOCR PILES ..7HALL BE COVERED NANG AU PERIODS OF PRECIPITA770/4 22. Aeamv PAVC712? COIPACAON AAV ki2S7M CONTROL TEST REWIRED AAV COPES Or MST AEPOWS SM2V177ED 70 NE IASTRICT ENCAMP. AU COMA4C770N /NW? PAIED AND RAFRC AREAS 'AL BE star AMAMI ODVSITY MOORED PROC7C4? PEW ASA/ 11-155Z ALL OlhER AREAS' 70 BE SOM AMISAIIAV DENSNY MODRED MOM* 2,X ALL VAL 4f HARAMS AND ERNIVES 70 71 E ME7D? SKIP 70 RE ACLINDO AS PART OF 4L PRESSURE AND PGMY lESTS NO EXCEPTANS 24 1RAPV Cat7Rat MALL BE A / ACCORDANCE INN NTY OF TLIKNEA RENNENENTS 1 - r OBI x fZ) - r CAE &(1w12 x M./) - r PLAIE 2 SWAPO= PER IV ,4125 �Z 4 1 - IMRE? ASSOARY 0114' NAV OF RP 025 DETM 3 - IN) ONNEE ROOM 2S ALL MPE t47 APPIP7MANCES 70 BE 131ED 10 NNW 10 FEET OF ANY COYNE POSY= UNLESS OTIERMISE AIVIIVED BY A7 .241 02MORE7F 7MEIST 1116VAND SHAU RE INOWNED AT ALL NAOS 7ELS VALYES 071/0? APPIPTDVANNS NENE N1ZAWL FCIPLI3VirCetWE RES7RA4W BLOCAINC SYAU BE N ACCOIVAAVE IIITH ND 1125 STANDARDS 2Z NE 7/377NO AND LASArECIION OF ME N'AFR SYSTEM SYALL BE III1NESS69 BY NO /124 CONCRETE OR/VE CONCRETE HLL 0..... Y ID 025 DETIE II - ..------- CONCRETE WALK #. CONCRETE 57,5 C‘. DIRECT INFRILIN AWL a25 25' XNT JO RAMAN OFFSET a NOV C - 1?: 225'1EN N./ x CONCNIE ROMM CRAP///C SCALE EDGE OF EX ASP//AL T (ABANDONED" i'54 7E CoU S5--ES 8" /1' 4'1 AN ALLEGRE ENTERPRISE \ \ 1 - NE INa (I EP 1- ram' ytz xmi) - RERICER x 1 - HYNNIT &Saar (5Z, ROY) MANDE MOCHAS 50' MAX 5.1.37 S (DOS OF EX ASPHALT EVF_RETT PHONE: 334-5016 SEATTLE PHONE: .3-61. PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY 1 EXPIRES 3- 1 5-00 RECEIVED CITY OF TUKWILA 96152.00 C 1 3 Side Elevation Rear Elevation 1 1 DUJARDIN PLAN #1843B FOSTERVIEW ESTATES Garage 18'S O' M SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL 835 SF 866 SF 162 SF 1863 SF GARAGE 637 SF DECK / PATIO 117 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW 5PACE5 AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. 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 Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Kitchen 32' -0A M. Bdrm. 1TO "x13'7° rrrauu I 1 iii 11111111�'±'t ,11.1 u • /1/11111 Rr-C CRY O T UVKWILA PERMITCENTER 9906324 990$324';;; i - ig l k f 1111,4IT.24114;e1J6Vg0P-elleiltR;; '4 : V ;41 ' i r u 2 a F i' $ ! ' i i ! ' - k l6 ' , -' III I. tat. i r - a ..._ . i.w ff °+�. Y. - SU t of iliaill : 4 4! 1 $!- 4 ; l ,' 1 : i a i It !ti s a R i ds i r ilc _ 14 6 lit i ft , ' tia� i !lit i t i . Ib�if t f �h� s I 6 1R tw I ;a - € Ll g t q 1 iii 10 (:::::" r 1 1 ' ` g 1 fl Jg 9 4 RT 6 6 • 1 V WE it f ia t I " 1 I R agr8 t. ; . Liiii,; 0-9:1k,inil[i. 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By Desc+hnol, m » � AHC i� ERE STA O a f WASFIlth Ott THIS :SHEET HAS PRBPARBD I+OR SINQLE izAMILY HOUSING TYPE V NONRATED CONSTRUCTION. :DRAWING IS ©_COPYRIIGHTED AND IS THE EXCLUSNE .PROPERTY OF THE ARCHITECT M i - ig l k f 1111,4IT.24114;e1J6Vg0P-elleiltR;; '4 : V ;41 ' i r u 2 a F i' $ ! ' i i ! ' - k l6 ' , -' III I. tat. i r - a ..._ . i.w ff °+�. Y. - SU t of iliaill : 4 4! 1 $!- 4 ; l ,' 1 : i a i It !ti s a R i ds i r ilc _ 14 6 lit i ft , ' tia� i !lit i t i . Ib�if t f �h� s I 6 1R tw I ;a - € Ll g t q 1 iii 10 (:::::" r 1 1 ' ` g 1 fl Jg 9 4 RT 6 6 • 1 V WE it f ia t I " 1 I R agr8 t. ; . Liiii,; 0-9:1k,inil[i. 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P -15 4' - 8' 4'- :, 888F8O4 11 f Office CADET ACC - -- .� 10• -I _ - 7 ; - I/2 I6' -3• S - 1 5 ' -2 V2' 7 ' - ' . III — — f '1 4 , ' 5 I2' / — HOLD EXTERIOR STEP / I SLAB W EELOW ' PLANTER: BIN PLATE. I DECK LINE ABOVE j I 1'-161 3f I ( P -I6 ) i A (F° -16) • 2 � f 12' -5 12' � 9• 3• A�` .f IV -6 1/2' 32' -0 AN AMA% %IWO lay 1 /2 SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - - 13.114 200015/LALNIDRY 50 CR1 MIN. - KITCHEN 100 CFM MIN -WHOLE HOUSE FAN 100 CFM MN VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN, VTO 0T THERMOSTAT • 50' ABOVE FLOOR ® 110v 8M01 DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED C 24 OUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET AI RIRN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER H . STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 . PROVI 58URE RELIEF LINE _ 5 /2 L. T TSIDE. ' — V TDG AT 5 -T! BELOW MF - SITE 888/2WC FWi2ATION PLAN TO 8E MCUIDED YATH EACH LOT SPECIFIC FE1398 PACKAGE /SEE . PA 8 PLAN). FOR SITE SPECIFIC STAIR CCNSTRUCTI04 SEE SITE PLAN 4 SHEET 04. R-4 o SI" ;40 rec tea P,ERMITCEN7 I GENERAL FRAMING NOTES I 1 FOUNDATION KEYNOTES FP -I FP -2 FP -3 1 FP -4 FP -5 ( FP -61 ( FP -1, ( FP -8 ( FP -9 FP -I0 ( F.4 1 ( FP -12 ( FP -13 ) ( FP -141 (FP -151 (FP -I6) FP -il, ( FP -10 1 1FP -201 (. FP -21 FP -23 1FP -24) 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST' ON SECTION SHEET 3. SEE. COVERSHEFT FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. 1'8855 DES0N BY MANLF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY 5EE DIV. 6100 SHEET A -1 - - TRUSS LOADING SEE DIV. 010001,4 81-IEET 4 -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24• cc. UND. 6.800E PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 3. ALL HEADERS ARE 4x10 DF 2 UN.O. PROVIDE NJ TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4-0• UN._ SEE DIV. 06100 SHEET 4 -1 CONCRETE 5TEM WALL 8' WIDE WITH MILL 15'x1° FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE 00. 3 SHEET A -I CONCRETE STEM WALL 6• WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 IU1.4xW1.4 UAIF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 6x6 POST ON CB66. 1' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W /C4) 0 4 BAR EACH WAY. SEE DIV. 3 SHEET 4 -1 CRAWL IV SACE VET A I NT. SEE CALCULATION BELOW. SEE D 1 P SHEE ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' o.c. UN.0. 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I 4.0 BEAM LINE. MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DI, 6 SHEET A -I 4,44 POST (SCAB POST AND BEAM WITH 234) ON 90• FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. 6 SHEET 4 -I 6 M0 BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DI, 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE 1/) 2 I2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, 14V4C; ETC. AS REQUIRED 18'04' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DM 010023 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE 4.8 ADJACENT JOIST. 24 MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL I6/DI 30'830'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16.1. 36'836'X12' MAT FOOTING ON SOLID' SUBSTRATE • W/ (2) 8 4 BAR EACH WAY STUB STEEL 12' INTO SLAB . I2'06 FLOOR JOIST SEE DIV. 6 SHEET A -I 4x8 BEAM LINE SOLID BLOCKING. BETWEEN JOIST OVER SUPPORT.. SEE DIVISION 06100 SHEET A -1 PROVIDE SOLID BLOCKING 314RJ JOIST SYSTEM TO PROVIDE SAME AREA OF. BEAM SUPPORT AS 45OVE AND BELOW SEE DIV. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND Q, POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TRANSFERING DOUN 5 _- POINT LOAD TRANSFERING DOWN 1.11/ LOADING 44100/ POINT LOAD TR4/48FERED BY KICKER :IP HOLD DOILN WITH SIZE DESIGNATION 0 ° k VERTICAL STRAP U1134 SIZE DESIGNATION -�` TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP. WITH amp DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED. NUMBER EXTENT OF SHEAR WALL TYPE OF . SHEAR WALL '- WALL ABOVE ""a == WALL BELOW NOTE: UNLESS OTHERWSE NOTED, ENGINEERING AND CALCULATIONS. ARE NOT PROVIDED IN T SE DRAWI 0 4 0, ti p Doo \5 1 l M1l ° �`ti f 1 ,HANGER OPTION USE 2,0 HIDSILL • REAR RON WALL MAIN FLOOR FRAMING PLAN Scala.l / 4'.I' -� F -8 1 ALL FLOOR JOIST ARE II VS' TJI ISO's 0 I92 ..c. SEE DIV. 06100 STAR1 FRAM ING HERE 1 EXPOSED AGGREGATE CONCRETE LANDMG W •4 EAR AT War.. EACH WAY, T ABOVE TOP. OF WALL. 1 GENERAL FRAMING NOTES 1 1 FRAMING PLAN KEYNOTES F -I F -2 F -3 F -4 F -5 F -6 F -1 , F-8i I F -9 F -IOi F _n F -I2 t F -13 F -14 F -15 O,, I. SEE COVER SHEET FOR ALL GENERAL NOTES REQUIREMENTS. 2. SEE TYPICAL MATERIALS. LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MAN.. TRUSS PLAN SHOU.N IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 010001.A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' cc. UNO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 2 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. q ALL HEADERS ARE 4x10 DF '2 UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2J TRIMMER STUDS OVER 4' - LINO. SEE DIV, 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR Nv4C DUCTING. SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP. PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -1 FLOO JOIST - EE SCHEDULE DWG. SEE DI V. 06100 S SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM S BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING • 24' OC 2X6 CEILING JOISTS ® 24' OC POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING f ECEIV D CITY OF TUKWILA PERMIT CENTER ® • POINT LOAD TRANSFERING DOILN K POINT LOAD TR4NSFERING DOILN Wi LOADING y 0Y HANGER POINT LOAD TRANSFERED BY KICKER 51 / :• 7÷ HOLD DOWN WITH SIZE DESIGNATION / . VERTICAL. STRAP WITH SIZE DESIGNATION 1� TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDI CALCULATION WITH INDE NUMBER EXTENT..CF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE I=t WALL BELOW T - NOT' , UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 11 -3 1/2' I' 13' -1 I Y 8' -3 111' 4 -0 X 6 , U2 l 6' Patio CONC ( P - 9 / s ' BOX CUT FOR l 1 4040 50610 SGD jam 12,S0 J 1 OD '' Y f ) u Stia._ HALF WALL ....... . 1 1 I x Noo1C Nook VINYL Kitchen VINYL P -12 ) Family CAPON ME AIR ON CLG TO BOTTOM CF STAIR *t � f _ I 1 1 (P -IS . DER 1 I DESK I 2. WN..L • UPS C MP ID i <t VS , F FED \481 (P -12 ) , L'/\'.5.,i , HDUk7 'A f P 12 1 ON „' MEI .. j ® I f P -18) I CI . 2' -3 1/2>1” 3' -0' Dining CARPET. 3' -9' Y -2 M Living J/1' 2'_l' CC� p_12 CAR PE m\ _ i' r' 3' -11' -9 12' -II' �: AAAFFF .f ' ( P -I2 E n HDWD ti , U� / OPT UTALL 1 FR OF 2g _ ` r OO'OR: o/ OFT. DEN P -12 ) \ 050 !L IG•6 - , . 6' -51/2 6'- II /4' 4'- 101/4' ,J 0' ill 6' -II' / / Covered DN Landing Porch �� II G° "G DOWN TO GRADE (P -16 IT -3 3 , R' - 10. IR' 32' -0' 2OO GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1855 SF 220.33 SF 11.8 % SF. 15 CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE 1¢r.R TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND El FAN- DIRECT VENT TO OUTSIDE - BATHROC "ISJLAUNDRY CFM MIN. - KITCHEN 100 CFM MIN. - WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO THERMOSTAT 4 50' ABOVE FLOOR O MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A. PROVIDE 6 DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER flew SMCNE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6045 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN - .wk I /4' •I'- 0'.... 2' -0' P -4 1 0 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES 1 ( P -I ( P -2 ( P - 1 P -4 P -5 ( P -6 ) ( P -i 1 P -8 ( P - 1 P -10 ) ( P -II P =12 ( P -13 (P -14) 1 ( P -16 ( P -11 ) (P - 18 1 ( P -19 ( P - 20 ( P -21 ) 1 P-22 1 ( P - 23 1 ( P - 24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8 TYPE '5' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE 01V. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 010025 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 12' MIN. TO 2' MAX. CR055 SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCSJ E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' GWB. l2) LAYERS + CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL. BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 010026 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 05500 SHEET A -1 EGRESS WINDOW PER LEG, SECTION 310.4 SEE Div. 08600 5HEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DI, 15 SHEET A -I COVER WALLS ADJACENT TO TUB5 AND SHOWERS WITH NON - ABSORBENT MATERIAL TO l0' ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET 4 -I I8 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET 4 -I 22 130 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. 5EE Div. 010021 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.8 SHEET A -1 B. ZERO CLEARANCE FIREPLACES 514ALL CONFORM TO UBC REQUIREMENTS.. SEE DIV. 01002. SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 01002. AND 9 SHEET A -I D. 5/5' TYPE 'X' GII0, ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3 DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO51NG5. B vENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER 41150 SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR RECEIVED ITY OFTUICWILA SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL GARAGE 835 SF 866 SF 162 SF 1863 SF 637 SF DECK / -PATIO 117 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN, TO BELOW SPACES, AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. PERMIT CEN z ti UPPER FLOOR/LOWER ROOF F -5 ALL FLOOR JOIST ARE: II 1/5' TJI ISO's o 192 oc. SEE DIV. 06100 .i/I START FRAMING HERE 246 FFTRS ulf 2x4 CEILING J5T5 (00) 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES I F -1 F -2 F - ) ALIGN EDGE OF JOIST WITH FACE OF WALL ) ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP CF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE 5CI4EDULE DWG. SEE DIV. 06100 SHEET 4 -1 5E4 ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP CF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS F -4 ) F -S F -6 ) F -1 ) ( F -8 ) F-S F -I0 ) F -it ) F -12 F -13 F -14 F -15 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY 5E4 DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 010001A SHEET 4 -1 • - TPoJ55 SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL 41D RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4410 DF *2 UNA. PROVIDE (I/ TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNA. SEE Div. 06100 SHEET A -I BACK FRAMING. AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. 246 OVEFFR4MING ® 24' OC 2X6 CEILING JOISTS ®24' OC POINT LOAD FROM ABOVE RECEIVED CFFV OF TUILWILA PERMIT C5Rt r66 SYMBOLS & LEGEND 9808324 POINT LOAD FROM ABOVE 61/ LOADING 5 POINT LOAD TR4NSFERING DOUN - POINT LOAD TRANSFERING DOWN 111/ LOADING }jp HANGER POINT LOAD TRANSFERED BY KICKER Y R . HOLD DOUN WITH SIZE DESIGNATION 1 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STX% HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER •. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL '. I= __. WALL ABOVE <e WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE.. DRAWINGS. 13 H PO � .Q. WI 0. 8 . 0N 6 rJ) g'. 51' / 54' 4T 5 -T 1011' - 3' -11 12' /- I/2 -1 1/L 3' -F 1/Y 5' -5 12' 5' -5 1/2' IxII 040 / DO Oki FOR B-vE T t 5040 , • t P 1 Bdrm #3 CARPET , 1 I2' 2 Li • FT. H6..... S v - n :. 404 Z - --R� CLIP R COER1 Bath --' / � ` y 1 \J' M. CARPET O la. may, ..r 6Q g p. 2� 0 4 .pJ . Hall Hall RIS , s btb WALL FOR RETIR4 AIR CARPET 4 Sn� s 11111 �� ` M. Bdrn CARPET D2 j,�� i , o SD 24 Sitting Sitting CARPET P -5 ) .4/1 4 .9 #2 . CARP_T 1 P "5 1 rl LJ ROCF LNE EELOW 4' -T I2' 8-4 I2' � r-t LJ '.040 1Y_8,. 2, b' 12' 0 i 32' -0' \ \ SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50CR7 MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO Q THER10''TAT s 50' ABOVE FLOOR ® n0v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED V 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS, PER DIV. 15,16 SEE SHEET AI FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR. PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT Top AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 32-0' UPPER FLOOR PLAN Scale 1/4• 1 GENERAL PLAN NOTES f 1 FLOOR PLAN KEY NOTES I P -I P-2 1 P -3 1 P -4 ) P - 1 P -6 1 1 P - 1 l P -8 P -9 P -I0) 1 P - lI 1 P - i2 1 P - 13 1 P - I5 1 �P - 16 1 P - II 1 P -19 1 P -2 P -21 1 P - 22 P -23 1 P -24 ) 1)2-M3 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2, ENERGY AND AIR QUAILITT INFORMATION SEE DIV. 11 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 4SHEET A -1 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL; PLUMBING, AND ELECTRICAL, OCCUPANCY SEPARATION: APPLY (11 LAYER 5/8' TYPE '5' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE F5 -1 FOUNDATION TO SHEATHING. WRAP P05T AND BEAMS. APPLT (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -I ! 3/8' MIN. SOLID CORE D00R WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MR1 6' -8', WIDTH MI, 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAx 38' ABOVE TREAD NOSING. HANDRAIL 1 12' MIN. TO 2' MAX. CR055 SECTION DIMENSION AND I I2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS) E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' 41119. (2) L4YER5 g CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL 54 SPACED W/ LESS THAN 41 BETWEEN BALUSTERS SEE Div. 010024 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOWS. WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS. F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET 4 -1 EGRESS WINDOW PER UBC, SECTION 320.4 SEE. Div. 08600 SHEET 4 -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, 4505E TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIv. 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10' MIN. RUN IF MORE THAN /3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18 x24 CRAWL 51FACE ACCE55. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE- INSULATE AND WEATHER STRIP. 5EE DIV. 01002.1 SHEET A -I FLOOR MATERIAL 0544K LINE WALL LINE ABOVE P -14 . 1 WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010020 SHEET A -I 5. 7E50 CLEARANCE FIREPLACES SHALL 00740RI'1 TO NBC REQUIREMENTS. SEE DIV. 010020 SHEET ' 4 -1 0. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010020 AND 9 SHEET 4 -! D. 5/8' TYPE 'X' GWB ON HOUSE 5IDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 1 P 18] 36' GUARDRAIL PER UBC 5092 l A. AT STAIRS S LOPES AT 36' ABOVE STAIR NOSING5. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC. SEE DIV. 15 SWEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS 5oFFIT AREA INTEGRATED MAKE UP AIR eon l V) tzl W 3 I L if en 0 00 r, z Z W 0. U U O 2 55051550 • CITY OFTULWILA 9908324; KEN ROOF VENT CALCULATION BASED ON 3 2 —V2 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON MSC SECTION 15053 TOTAL ROOF AREA 862 SF/ •2$7 SF OF VENT AREA REQ. 50 % AT EAVE 1 • 144 SF REQUIRED 50 % • 36' (MIN) ABOVE EAVE • 1.44 SF REQUIRED 5 ROOF JACKS. AT 50. SQ. IN EACH•250 ...IN, 174 SF 495 LF. OF EAVE VENTS. AT 52 SQ. INILF• SQ. 1N.•179 SF 1 - GABLE: END VENTS AT MIA x • 24 SQ. IN.•.17 - SF _ GABLE END vENTS AT x • SQ IN., SF 2 GABLE END vENTS AT 24 DIA. •58 SQ. IN.•.81 SF TOTAL VENTS FROvIDED ROOF JACKS • 174 SF EAvE VENTS . 179 gF GABLE END VENTS • S7 SF TOTAL SF OF VENTS PROVIDED • `4a1 SF _ • AREA MAY BE I/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150533 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I /4' MESH c0 CD 4 UPPER ROOF FRAMING PLAN S CALE 14'•1'- o=+.`10EIVED CffY OF TUICWILA PERMIT CENTER POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOLLN POINT LOAD TRANSFERING DOWN W/ LOADING PE, HANGER POINT LOAD TRANSFERED BY KICKER i/o j . HOLD DOWN WITH SIZE DESIGNATION 1 vERTIGAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER — — Q - EXTENT OF SHEAR WALL TYPE CP SHEAR WALL WALL. ABOVE 3== WALL BELOW' NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS, JOB NQ: 9908324 �1SF1'94'M , GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES F —I [ F -2 1 F -3 F -4 F -5 , l .J F -7 F -8 F -5 F -10 F -II 1 F -I2 F -13 F -14 F -15 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSI-EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIF_ TRUSS PLAN SHOWN IS FOR GENERAL. LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING SPACING, 24• oc. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. 6. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 5_ ALL HEADERS ARE 440 DF 2 UNO. PROVIDE CV TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0• SEE DIV. 06100 SHEET A -1 J BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 'VAC DUCTING. SEE DIV.15 SHEET 4-1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 246 OVERFRA.MING • 24' OC 2X6 CEILING JOISTS • 24' OC co (0 . . O N CD OD 0 LL V SIDE ELEVATION REAR ELEVATION $rabV$'.1'•0 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION 1E704 FI::G: SH NGLES (DIV. 010005) TIM: (DIV. 7) 306 BUILDING PAPER SHEATHING: (DIV. 7/16' OSB OR EQUAL INSULATION: (DIV.7). R-30 RE-SSAWNPLYWOOD OWE: SOFFIT: DI 93 v. 1) OWE: (V.9) 5/S' OWB EXTERIOR WALL CONSTRUCTION SIDING MATERIALc IV. 7) WOOD SIDING (DIV. 01005) W BUILDING RAP: (DIV 7) IS# BUILDING PAPER SHUTTLING: (D 6) 7/W x ST�UDS gppUU AT OC PRAINOE FRAMING: (D IV INSULATION: (DIV. 7) R•13 BAIT W/ INTEGRAL VAPOR BARRIER GW& (DIY. 9) 1/2. OWB FLOOR. CONSTRUCTION FLOORING: IV. SUBFLOOR: (( FRAMING: (DIV. 6) INSULA . 7) T'TO N (DIV SOFFIT. (DIV. 7) TRIM :(DIV. 6) WINDOW: HEAD 2x4 (WITH NO BRICK MOLD) JAM& 2x4 SILL: 2x6 CORNER HOARDS: INSIDE: 2x2 FASCIA: . 2x0 UNO 2x4,2x3 FINISH PER PLANS (DIV. 01005) 3/4' T&O (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT I/2' RESAWN PLYWOOD Foyer (DIN NCs BEYOND) FLOOR JOISTS PER FLAN FLOOR JOISTS PER PLAN Garage Kitchen (BEYOND) SEE SITE PLAN FOR SITE SPECIFIC \ Li FOUNDATION INFORMATION �-/ TOP OF PLATE TOP CF PLATE RECENGD CITY OF PERMIT CE+JTER E111111 JOB NO.: ' 990$324' �f���� 11 . t' 1 T� I ` _! 1 ll l tit LI (','1 I . J' TI jilt itli) [. I I 1 1�[ i � 1 I � - �li�i { l-f� - i L . I 1 ' r - 11 _t_ h Al Ii 1 / J 11 _ 11 .�. 1_ T . 1 1 '. 1 ,1...,1.1 I_ .l. 1��J L ) i '. 11. ', ILL_J L_-J1 1 1J 1 I Jl L.l..11 1 .1) f I ; 1 I )1,Lr_LL 1 1 1 1�! 1( l J , j i11 t I, iI,I= i r (G 1_LJ L1:L LLI _._ L. _ ; J L [I...I.L_.J ■■_1 U11 `1 L 111 L l_J�L� ■ 6E FRONT ELEVATION A UROOR � TOP PPEFL OF PLATE UE MDR MGT. See Sheet 0 17 w TOP OF PTE FNSI GRADE 3/44-0' II FOU ` DATIO D Al BASEMENT SLAB ZEST BE N PLACE PRIOR TO FULL BAOO'LL O WALL. NO PEILATON BET EEN BASEMENT SLAB AO STEM WALL IR' CLEAR 2x N 2X4 TOP PLATE GARAGE DOOR WOR [SEE REE PLAN FOR SIZE) NAL SWEATNNG TO NCR. LY Ed NAILS • 3' OL. • SIR WALL LOG. UNO. ON SFR 10ALL SCNED. 2 2x4 STUDS -NAIL SHEATHING UY Ed NAILS • 3' OL. TO EACH STUD UNO. LW 9FR BALL SCNED. NAL Ed NAILS • 3 • ALL PMTS- IONS., H STIRS UNO. ON SFR STALL SOED. 2 2x4 AT ANY (WEANING JOINT 1116' 0.98. SHEATHING (MIN.) SOON STRAP TIE ANCHOR (NAIL TO BOARD FORK MID U• AFTER CONCRETE CLEM 3N -I6NQ IB NAILS EAO4 UND 2 -2X1 ELATES NAL 514T6. TO EA PLATE (URN AB. IV MIN. 7' EMBEDMENT UNO.O SIR FALL SCFED. CONTIM)OUS FOOTING • 3/44-0' li11� Ill�l 111111 =. =Milli Ihlik =Ili I lilillilll I1 =11uu loin mi Inm 1:1111 -- 111:11 Ii!111 tll 111111 HE hill Ail " I IIII_nuu uoli Ion uuu � uuu � I III�III '11111 -U1111 IIIIIIJIIIII€ 11111 =1P � — 1 U2' CLEAR LEE ()F EXCAVATION ADD BARS TO PATCH RE6FO!N.NN PER FLANS WNW A8. TW 252•X3A6 S.0 STEEL PLATE WASHERS • 4'-0' OA (DM 3 SHEET A -U EXCEPT AS NOTED C 4 BEATNALL SCHEDULE 1' IN REED DPI BAR • TOP V VERT. BAR •.12' oe. RLL 21 SWEET 4 -1) (DN'.3 vERT . YEAR • 6' oc (Div 3 NEET.A -Il DAMP PROCFNG ( DIV 1 SIT. AU V TORL BAR •10'oc F.6 ONERAP (MN) (VW 3 NEST AM TICNTLWE 4' PEW. Pr. DRAW WLTER '.. N 24' GRAVEL BED. (DN. 2 SHEET A -U (4)N BAR CONE. (DN. 3 SWEET A -I) SOLD SUBSTRATE 4' CC. SLAB OVER 4' ROCK OVER vAPOfN BdRNOR (2) V BAR • 1CP 0880040000 - 24 516'.x10• AB W 2'>Q X3/16' SR STEEL PLACE UAUERS • 4 -0' or (ON. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL So.. 7 MN VIEW ▪ vERT. BAR• 10' ac. FULL (SIC. CP BILL (DN.3 SHEET 44/ ▪ vERT. ABAR • S oc (DM 3 SHEET A -U ▪ NOEL BAR • E oc (Div. 3 NEST A•U V BAR • R• oc 1-.2• -6' (DN. 3 SWEET A -U DAP PROOFING ( Div.1 (NT Al) 2' CLEAR f5/ V BAR COAT. (DIV. 3 SWEET A -I/ SOLD SUBSTRATE 4 CONC. SLAB OVER 4' ROCK OVER vAP OR TUMOR 0890040000.28 APA LATERAL RESTRAINT PANEL CRIPPLE WALL 0 FOUNDATION FOUNDATION DETAIL ® $ FOUNDATION /FRAMING CONNECTION 3/4FOUNDATION ' =f-0' DETAIL 3/81-1 - 17WO oetoG42 13 3/4f - O6IOO ae3OO O6_TaC)3/4 DasOO.000 o- + + 1 + TYPICAL EXTERIOR WALL COJSTRUCITLN MP. FLOOR FRAM. PER PLAN ► \\ I aR (DM b 9HEE'T a -U (Div. b SHEET d -I/ �w VEI /4\T4\T4\T�1�T•\ 4•T I I:iww� TAP. EMEROR SILL WISTFUL PER PLAN (DIV b SWEET AA) RM BOARD CRIPPLE UTALL FER PLAN, MMTTI A MN STO LENGTH OF N• PER UBL SEC. 2320113 (DIV.6 SHEET A -U SEE FOUIDATION DETAIL(S) 3 � CRIPPLE WALL ® FOUNDATION an FOUNDATION DETAIL 3/44 08100-08000-07_1:11 3/4"4-0° CANTILEVER FRM'G AT FOUNDA T I O N S` ( FURRRING DETAIL 700v 151 RAN moo Es 11 =1 E: IIIL 11 =III 1 111111 111111= II 111111= 111111= 11_11 O SLAB 0 STEM WALL 3/4 fR ATP. EXTERIOR MALL C ET A-V TON R BEET A -U PER FLANS (DWV 6 S CCM. OVER 4' ROOK OVER VAPOR BARER R -I0 RIGID NEULATION 2X TREATED PLATE OFFSET 3f4' SEE FOI3DATION DETALS d BOLDING PAPER HOOKED END MASORT VEMEER TIE TO FRN'NG Ev. 2 SOFT. (DNA It AU MASORY AMER CON. K A9NN . BLEEP HOLES • 4•�' OL. TREATED MD ELL (DN.6 BEET A -U SEE FOUNDATION DETAILS t4L GRADE MOONS NOTE TLS OMEN CAN NOT EE USED AT SHEAR BALLS. 0420046100.02_Td + TYP FLOOR FRAMMG PER PLAN MR.6 BEET A -U TYP EXTEROR WIALL CRSTRCTION PER RAN (Div. 6 SHEET 4-U LOCATE SEATED JONT • COME MEMBER BLODOE CR JOST • NALL RM BOARD FURRING WALL AR SPACE vAPOR BARKER DAMP PROOFING MR 1 BIT AI SEE DETAILS 1 OB 10-0&900 -2LTd + EAR p W LLC FER 4' CONC. SLAB O/ER 4 GRAVEL BED (PM 3 SWEET A -U TREATED MTO SLL (DN 6 SHEET A -IT SEE FOMOATIOJ DETAILS EXT. DOOR AND FRAME (DIV. E SWEET A -I) D OOR TW4ESHCLD P_ASIING AS REOD. (DM 1 SECT A -U NERVESTRAL FLASWINi 4• CCNC. EL4B (7 ER 4' GRAVEL BED (DN. 4 SWEET A -I/ 2xN TREATED TREN)OLD TRIM RIM JOIST TREATED 1110 SLL (DM 6 SHEET A -1) vERT. RE -BAR FROM STEM WILL STUBBED INTO SLAB ATP. FLOOR FRAMRG PER PLAN (DIV. 6 SWEET A -I) 11/1/111' 1J EXT. DOOR THRESHOLD DETAIL 3/4=1 -0• 0e100-C33OO.0 _Ta HANGER OPTION FULL 11147TH TREATED MID SLL N AYfR PER TVG TAP. ROOK FRAFU PER PLAN (DN SHEET A -U I TAP. EXTERIOR WALL COSTRCTON I PER PLAN fDN. 6 SHEET A•U 1 TREATED MUD SILL SEE FOMOATIOI DETALS POST AO BEAN PER FLAN aA FINISH GRADE TOP CF DOSE FOOTWG DOES NOT SLIDE W TNS COMD/TION. FOOTING SPANS HORIZONTALLY. TOP CF SLAB S' CANTILEVERED RETAINING WALL 3 /44 03300-00000-22 = 11111= II FRAMING PARALLEL TO STEM WALL EXT. DOOR THRESHOLD DETAIL ® FOUNDATION DETAIL 3/44-0" 0610043800-05_3.11 + 3/4 =1-0' FRAMING PERPENDICULAR TO STEM WALL RIM EOARD TIGHTLNE 2)V BAR •TOP TGNTLINE 08800 S • AEL W 1,2,0A6' SII STEEL PLATE MASHERS • 4' -0' OL. (DN. 3 SHEET A -I) EXCEPT AS NOTED CN BEAI®ALL SCHEDULE 1' MN REED. (2) 4 BAR • TOP 4 vERT. BAR •O' oc.RLL WEIGHT O WALL (DIV. 3 SHEET A•U. DAMP PROOFING ( DN 1 SIT AU vERT. J-BAR • R oc (Div. 3 SWEET A -U ✓ NOIR BAR •IR 1 OVERLAP (MN) (DIv. 3 SKEET A•U 4' PEFF. FT'G. OREEJ WELTER N 24 GRAVEL BED. (0Iv. 2 BEET A -I) (4) V BAR COTT. (DIv. 3 SWEET A -I/ SOLID SUBSTRATE 316 - .x10' AB. M 2)(YX3A6 SO. STEEL PLATE 1)143335 • 4' -0' O.C. (DIV. 3 SHEET. A -I) EXCEPT AS NOTED ON SEASS LL SCHEDULE 1' MN REED. V vERT. BAR • 0• x. FLLL HEIGHT O WALL (DN. 3 MEET A - vERT. J•BAR• V oc (Div. 3 SHEET A•1) ✓ NOEL EAR • IR cc (DIV. 3 SHEET A•I) V BAR •D' (Div. 3 SWEET A, DAM ((R OFNG( l EM AI) CLEAR TT, EXTERIOR. WALL COSTRCTIOL PER PLAN (DN. 6 9HEE7 A -I) LOCATE BEATHIG JONT Cat. MEMBER TREATED IND SLL SEE FONDATICN DETAILS) (41 V BAR CONT. (DIv. 3 SWEET A -I1 SOLD SUBSTRATE 4' PER,. Fit. DRAIN W ILTER W 24' GRAVEL BED. (DIv. 2 SHEET A•U ATP. FLOOR F RAMNG PER RAN (Div.6 SWEET A4/ 0890040000 48 ATP. EXTERIOR WILL C4WSIRCT00L PER PLAN (DN.6 SWEET A -U LOCATE BEADED JOINT • CONOJ MEMBER SOLD ISL=NO • 505 )5T • EXT. MU. FONT LOAD BEARING PER PLAN ( E10EIVL)D TREATED *LID ILL CITY OFTUKWIU SEE FO►PATION. •, TAP. FLOOR FRAMING FER PLAN ..' 'DM* SWEET 4 -)) PERMIT CENTER FRAMING /FOUNDATION CONNECTION ®FRAMING /FOUNDATION DETAIL 3/4 03070•03s00•03—Td •1• 3/4f -0• 0ES0 03300-OLT, W 8O x c4 0 O H W 3 8 F- o ~ � Z Z ( o §.. Q O z a� 4 1 2 1- Z�W Z. ¢�¢ m I .. U' QE c4 O V BSI' L b (n .-C O t j5 1 S co V ` T .r.) Lo 0) N Q. SHEET • 6 >� (cR Pri 8U(.ID'_HI.00ICiN5 OVER SUFPORTB 5/4'5`4, TIC COR PO" L Al O LEDGER UI/ ROTES LAG BO C.: 161 a. TVA, TJI:PLOOR FRAMING PER PLAN "2x PONY %ALL 4x BEAM (SIZE TO REDUCE - . N MDER,CF POST.• 7 STORY CONDITION ClIt MEN 1°071S, ..:.' - EXCEED: 4' IN LENC1114 , dCAO tut 2 (4;EA 81DE • C2 OEPTU __... THAN JOISTS) F7118H L 4NDBCAPE GRADE TOP OFPIER FLUSH SETH FIN, SUS GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE IP MIN MAW GRADE @TYP. - DECK CROSS .SECTION 0617019_T1 L 3/4=f -O• WPM. LECEND 6' aBOYE eArr. eat. az +1' ABOVEBLOIN SEL TTPIClL Poo. camp,c 1)H r 11E4CIR FCR VE414 ei.ocK14 turrw 012 1E I EEE ELEVATION .' E#.'OEED MASS TAR- TTP. (TIMER FRAME OVER WALL DETAIL FASCIA PER ELEVATION fTTP. EXTERIOR WALL CC•STRJCTI@U FLASNN' (DN. 1 BEET 4U DOL OR GIRDER 1•188 (PER FLAN) MP/ ROOF COIISTFI CIION 0810007900 45 09100-07300.97 WALL 61111311 EEYQO DEL AST, BLOCK AS NEEDED SEE PLAN SEE FLAN FOR TYP. RISE • RN De'BL4KN9 3)4' FLYA'OOD RISER 1 US )1)4 CARD TREAD URR4 EASE, HOONGG 3 - 24 81RN(>ERT TTP. UND. CBEEER STRMGER WEN 2 - 244 STRLF6 BALK TYP. NAIL WALL STRINGERS W) (2144 TO W4LL WADS SB+ Tun 1 X' GAB. AS MONIED BEE NOTES EEI.OW 74 KICKER FLATS 4 40 4 4 SKYLIGHT FLARE WELL DETAIL �J3 / GAB L E END DETAIL 3/4=T - 073C0-08$00-01 + `'J L II II II II II 1, SECTION 0 BEAM 3 /4_r -o' L EAVE DETAIL 3/)=W TYPICAL ROOF CONSTRUCTION 08100.07300 - 06 TRIM PER ELEVATION BARGE ISOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL 2m SKIP SIEATHIYG WTH 164 •CL. TTP. 2X4 OU1PoGGER4 •4' o.G WITH 24 BETUEEN FOR TRM TTP. EMERJOR WALL CONSTRNGTION TYPICAL ROOF CONSTRUCTION TRIT PER ELEVATION SAR GE TO. BEE ELEVATION 1X4 BACKER FOR SARSGE • NAIL THRJ; EJE01441G WTH 16d'. OO. TYP , 244 OUTRI(aaRs • 4 o1). W1H 24 BENED1 FOR 1RM O EAVE DETAIL 3 /4' -QP 4- 06IC0-07900-12 x 3/440 EAVE DETAIL 3/4=f -O• EAVE DETAIL GUTTER) 491)14 PER ELEVATION (TTP. EJ()ERIOR WALL CONSTRUCTION) 13.4 L - EMEND A' ABOvE 84)). INELL OR CY ABOVE BLOM SEUL (TYP. ROOF CONSTRUCTION I' MK CLR FOR VEMMG HI . 48' OC AT OUTSIDE FACE OF WALL 140 ON SNEAK WALL 8C1EDW.E 2X BLOCKN G WRH (3) 2' • HOLES WITH WEAN 1 SEE ELEV./1110N DPOSED RAFTER TAIL (TTP. GUTTER) ASCIA PER ELEVATION MP. EXIEROR WALL CONSTRUCTION) WBTALL FlRE "DLOCKRYs a 9 tOP BK T�21 ADJAOENr S) PERUDG CO.ERUBAeLE SPACE UNDf3@ -STAR UN1H b�BL USE2 CATERS*; ' )NIEKAEDL4TE SN.LISTERS SHAH EE..ePACED 4' APART NET. OFENNe PER IBC EECBO33 TYPICAL ROOF CRNSTRIJCTION 2' M^1) CL¢ FOR VENTING HI •48 FA1)E NO ON 133ZR WALL meows 1X BLOCKING 1141) (3) 2' • HOLES WTN.SCFEE1) 2X8 MOCKING 1TP. EXPOSED .RAFTER TAIL • - ot8aoat rep. (SURER FASCIA PER ELEVATION ffP. EXfEFIORWALL c041RIICTION TOP RATE NAL. PER SHEARUN.L 50EL/LE Ranch PLATE NAL. PER SWAMI/ALL SCHEDULE PANEL EDGE .FELD RNLI. PER SCHEDULE TJI BLOCKY. TYP. TJI FLOOR CONSTRUCTION TYP. WALL CONSTRJ im WRi WALL SWATH. PER SI ETI LE SHEAR WALL SHEAR WALL L 1S PERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS 3/4W-Cr no7o- oerro - 3/4=1 -0 17070 BOTTOM PLATE NAIL. PER 51EARUALL SCEDULE PANEL EDGE I FELD HARM PER SCEDLE TJI FLOOR JOISTS FER PLAN ALIGN TJI FLOOR JOIST W WALL Top PLATE NALti. PER SNEARIIALL SCHEDULE TYP. TJI FLOOR CONSTRICTION TYP. ;WILL CONSTRICTION SRN WALL SHEATHING PER SCHEME SHEAR WALL 1O PARALLEL TO FLOOR JOISTS 3 + . NAL FLOCK SHEARING THIS AREA NTH 10 d•6'oc EDGES 10 d• 10'o4. FELD BLOCK ALL EDGES IO deb'oc PLYWOOD TO BLOCKING BOIT, RATE NWLNG PER SHEARUALL SCHEDULE PANEL EDGE . FIELD NAIL. PER SO1ECI E TJI BLOCKY BLOCK ALL EDGES PANEL EDGE . FELD NAIL. PER SC.DLLE TOP RAE NAIL. PER SHE SCIEDLLE TYP. WALL CONSTRICTION NTH WALL SHEATH. PER SCHEDULE NAL FLOOR SHEARING T. AREA WIN de 6' EDGES ID d • C o.c. FIELD BLOC, ALL EDGES BOTTOM RATE NAL. PER SIEARL4LL SONEDLLE TOP RATE NAIL. FER SHEARUALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATH. FER SCEOlLE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE N FELD NAL. PER SCHEDULE TJI FLOOR JOISTS PER RAN TJI BLOOW . • ALL PANEL EDGES PANEL EDf£ . FELD NAL. FER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4'-1 -0' SHEAR WALL PERPENDICULAR ® TO FLOOR JOIST - OFFSET CONDITION °CANTILEVERED FLOOR JOIST 3/4=f - 17070-06170-09 3/44 - 1770.06170-11 EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS °TO FLOOR JOISTS 0 FOUNDATION 3/4W 1710- 03l70-o1 17070-03300-01 SHEAR WALL PARALLEL O L TO FLOOR JOIST- OFFSET CONDITION L OSHEAR WALL HOLDOWN 3/4W-0' 17070- oenO -v (D SHEAR TCP PLATE NAL. PER S4EAFRI LL SCIEDLLE BOTTOM RATE NAIL. PER SIESRIIALL E.O4EDULE ID d• Vac. RYWO. TO RIM JOIST PANEL EDGE . FIELD NAIL. PER SCREDLE TYP. E 0R WALL CONSTRICTIO N W WALL LL 6H 64EATH. FER SCHEDULE TYP. TJI FLOOR CONSTRICTION 204 PANEL EDGE BLOCKING TYP WALL CONSTRICTION WTN WALL SIEATH►G FER SONEDILE TYP. TJI FLOOR CONSTRUCTION BOTTOM RATE NAILING PER SIEARWALL WIEDULE 10 d NAIL • 6' 04. RYIID. TO RIM JOIST PAEL EDGE . FIELD NAIL. PER SCHEDULE 10 d NAL • 6' oc. PUNA. TO TJI MOCKING TOP RATE NAIL. FER 51EARUM.L °:'.IEDILE TYP. WALI OCNSTRICTION WTN WALL SHEATH. PER SCHEDULE TYPICAL WALL CORSTRtICTION NTN WALL SHEATH. PER SCHEDULE TYP. TM FLOOR CONSTRICTION BOTTOM RATE NAIL. FER SHEARWALL SCAM/LE TOP RATE HALING FER StE.UALL SOEMLE ANCHOR BOLT FER SOEDLLE SEE ARON. DETAILS FOR RAMAN, CONDITIONS TYPICAL WALL CONSTRUCTION WITH WALL SIEATHNG FER 5C6EDILE TYP. TJI FLOOR CONSTRICTION BOTTOM RATE NAIL. PER SIEARUALL SCHEDULE TOP RATE HALING PER SNEARIIALL SCREDU.E ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FglDATICN CONDITIONS SHEAR WALL PARALLEL OTO FLOOR JOISTS 0 FOUNDATION 17670-06/70-02 2 3/4=f - 17070-03300-02 TTP. TJI FLOCK COSTRICTION TTP. EXTERIOR WALL CONSTRICTION WTH WALL SHEATH. PER SCHEDULE BOTTOM RATE NAL. PER SHEARUALL SO.DLLE I, RATE NAILING FER 51EARWALL SCEDULE CRIPPLE WALL (Div. 6/ SHEATH CRIPPLE WALL SAE AS %EA..ALL ABOVE SEE AFC, DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL 3 /4'=1'-0' 17070 - 03306-03 1 CRIPPLE WALL (01v. 6) SHEATH. PER SCHEDULE PANEL EDGE . FIELD NAIL. FER SCHEDULE ANCHOR BOLT PER SIEARUALL SCHEDULE a/ M BAR CON. (DIV. 3) SHEAR WALL 0 CRIPPLE WALL - INTERIOR 170700et70a4 \* ) 3/4'4 - 0' 17000. 08306-04 NOTE: ALL NFOR' 41ICN ON THIS SHEET 15 NOT NECESSARILY INCORPORATED NTO PROJECT. COOROPATE LFTH PLANS. Cil1 f ur TU::.NILA PERMIT CENTER O O 03 0) (2 TITLE JOB NQ SHEET S1 TJI JOIST DETAILS L O HOLDOWN STRAP AT CRAWL SPACE 13 3/4 =f w1O.O8 o-2 TTP. UJALL CONSTRICTIC N U.RH WALL SHEATH*. PER MEDLLE DOUBLE STIR BORa1 PLATE NAILMG PER 51KXdlWLL SOIEDU.E mociurY AND FLLER BLOCK DOBLE JOIST OR BEAM PER PLAN L 14 HOLDOWN STRAP AT FLOORS L *DRAG STRUT CONNECTION 8 /4"f - 17070.06170 -28 3/4 4-0" 17000- 0e11)0-30 i6 *6 WEANING AND NANLIG PER SFEARUN.L SCHEDULE 1X6 BLLL'KNG ROOF °SEAMI1 AND NAILING P�J2 PLAN AND 94E L4J i SCHEDULE •TIT• TITII IMITHEMIN J INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP 0 FLOORS � 3 /4=f -Or 700.ae1oano 1 �3 /4'=T-0' ± L (1)bd 8 d NAIL • 4' oc. • EA OUTRGGER d NAIL *b'oc - 10 TOP CHORD 1 BLOCK.. Ix BAP. I b0 TRIM 144 BACKER FOR BARGE. NAIL 7HRAIGH SKIP SHEATHING WITH Vid 1X4 OUTRIGGERS • 4' OC. WITH JOIST HANGER * TRUSS GABLE ENDTR155 435 CLIP PER SFEARUALL SCHEDULE aca. ROOF ca4STRJCTICN TTP. EXTERIOR WALL CONSTRICTION U31F1 UJALL ...rum PER SO.*. (1)16 d d NAIL • 4' oc a EA OIJTRKGER B d NAL • 6' on TO TOP PLATES N BLOCKING DU ORRIGTERS *.4' OC. WITH JOIST HANGER • MSS TYPICAL ROCF CONSTRICTION H15 * 4c (3) B d TOENAIL • 77.7188 L5a30�B'oc BLOCKRY+ i t0 TOP PLATE UPPER WALL F y TO .LOWER ROOCONNECTION 1X4 (1)15 d EACH SAD (YTIG d E O4 BLOCK +Y1V0 TYPE Ei iiEROR UJ4LL. CONSTRICTION CITY OF TUI(WILA OATH UAW. SHEATH*. PER ecIEDJLE Btl * 6'o,c *BLOCKING BLOCKIdi PER ARCH DETAILS SEE ELEVATION TTP. DRERIOR U14T.L CONSTRICTION WTH WALL BFH.AT*HNG PER SCHEDULE PLYWOOD ROOF CONDITION PLYWOOD ROOF CONDITION 3/0=T-0' Ir000- 06101716 .. J 3/4 =W 4 TYPICAL ROOF CONSTRUCT!. 105 TIE s EA TRI86 L530• 48' 0d. d* 6' oz. • BLOCKING BLOCKING FERAR2A DETAILS A35 CLIP PER E4 4L . 6CFEf71N.e�. 02/08.@0 5P 1 SHEARWALL SCHEDULE q 9 7 [ 3 VN IIVN �'NI�IVN 3 1 'NIIIVN 4131,4 3003 51109 210MONV 31V'ld 119 SLSIO( •C 9NIlIVN ld d01 O1 BNI.Ol9 BLOCKING TO TOP PL. NAILING iJl JOISTS ONIIIVN 31V1d W01109 '3M NO, you 0naa. BY m 0,01 319VIt011V 1/1' GUS ONE SIDE 5d v r v s 3, v n 1 YES 5/8' • 48' A35 NAIL • 42' 16d a 12' 16d • 12' 100 F, GI -4 OR COOLER YES 5/8' • 45' 435 33 Ibd a 10' 16d • 10' 125 PLF 5/8' SUB ONE SIDE FOR 1/2' G/-1 1/2 115 TWO SIDES 6d 1 YES 5/8' • 48' 20' 16d • 8' 16d • 6' G2 -4 OR COOLER 4 TES 5/8' a 48' 20' Ibd • 6' 16d • 5' 5/8' GWB IVO SIDES FOR 5/8' PI -64. 12 YES 5/8' • 48' 20' Ibd • 5' 16d • 5' 150 PLF PI -6 12 YE5 S/8' a 48' 14' 16d • 5' 16d • 5' 240 I, PI, PI -3 1,16' OSS. ONE SIDE , 11 YES YES 5/8' • 32' 12' Ibd • 4' 1d 16d ad' 350 PLF :;::: COMMON 2 YES .135' DIA. 1/16' 0515. TWO SIDES P2-4 12 YES 5/8' .16' A35 CLIPS al' (2) ROW 16d • 4' (2J ROWS 16d • 4' STAGGERED 100 PLF STAGGER SHEATHING JOINTS W /I STWDS a PANEL EDGES DBL RIM (2i ROWS (2) ROWS P2 -3 R YES 5/8' • 12' A35 CLIPS a5' 16d a 3' 16d • 3' STAGGERED 900 PLF DEL_ RIM .4 -4 WYERHAWSER HARDBOARD, 501 OR EOUAL PFR I(:RO RFPORT 2319 8c1 ,,C.MI',, 8 NO 5/8' • 48' 12' 16d • 5' 16d • 5' 202 PLF 1 5EE FOUNDATION S-EAR 141.L5 FOR ALL CONCRETE HOLDDOUNS. LOWER SHEAR WALLS LIBUILEIONT FOUNDATION SHEAR WALLS sub vs'.r -o' ELl 11® I211EMLSO TP SYMBOLS & LEGEND OINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOLN POINT LOAD TRANSFER!. DOWN W/ LOADING HANGER .INT LOAD TRANSFERED BY KICKER vERTICAL STRAP WITH 5. DESIGNATION STxx HOLD DOWN WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH 5. DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL -- - -- WALL ABOVE L" ' WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. MAIN FLOOR SHEAR WALLS sue us'.I' -a• SHEAR NOTES LNLE55 OTHERUI5E NOTED DESIGN CRITERIA 1. SEE C4L ULATIONS FOR DESIGN CRITERIA GENERAL NOTES 1. ALL SHEARWALLS 51.10J.4S ON THE POOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SHOAN SHADED). 2. ANCHORAGE f5 FOR 54+F.A.RIIALLS(PANELSl ONLY, LL -!ERE PORTIONS OF WALLS L NOT DESIGNATED AS 54-!EAR PANELS- NAILS MAY BE 5P4CED 416' OCIMIN) PER TABLE 23 -1- 3. WHERE PORTIONS OF WALLS Alm NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UBC. ROUI(ZMENTS. d. PROVIDE TWO STUDS AT A HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S REGTJIIFFT'ENTS AND DETAILS FOR EACH TYPE OF HOLDOi.N, STRAP. AND CONNECTOR FOR PP -OPER INSTALLATiQN, 6. ALL PLYWOOD OR GYPSUM 4- E4RWALL5 SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS, EDGES SHALL BE ST4GGEITD AT CENTER OF STUDS AN'D BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. 5. STAPLES OR SCREWS 454 NOT AN - '.rG= PTASLE AL ERVATI'/E TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED 5Y THE BU'LDTTG G =ICIAL ROOF 4 FLOOR SI- IEATHING I. ROOF SHEATHING: 1/16 O5B 4PA RATED SHEATHING (24/0). LAY UP W/ MINIMUM I /5' CLEAR BETWEEN PANELS TO ALLOW FOR ExPANS1ON. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS- PROVIDE EDGE CLIPS g 2 O.C. ALL UNSUPPORTED 55455. ALLO':4 °LE D /A -!RAM SHEAR =180x052= 142peT 2. FLOOR SHEATHING: 3/4' CDX TAG 4PA RATED P,1110OD ( 48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORTI TO 4PA 5. ECIFECATICN AFG- 01. PROVIDE LIG EDGES AT LONG PANEL EDGES. NAILING 5HwL 55 106 AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS_ ALLOWABLE DIAPHRAM 51 -E.4R =215x082 =111psT 3. PLYWOOD SHALL BE LAID 4/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END Dz000 -�s MA— UPPER FLOOR SHEAR WALLS Scab va -d' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 1' ENED CIT OF Ti11CJVILA PERMIT CENTER TITLE JOB NO.: 9908324 19 SHEET S3 9908324