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Permit D01-274 - SHERRILL RESIDENCE - NEW HOUSE
SHERRILL RESIDENCE 14434 46 AV S D01 -274 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: Address: Suite No: Location: Category: Type: Zoning: Corist '1 ype. : Gas/Elec.: Units: Setbacks: Water: Wetlands: 004000 -0596 14434 46 AV S NSFR DEVPERM IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THEIR OWN RISK. 001 Fire North: .0 South: .0 East: 125 Sewer: VAL VUE Slopes: N Contractor License No: POWELHB121K3 OCCUPANT SHERRILL RESIDENCE Phone: 14434 46 AV S, TUKWILA WA 98168 OWNER SHERRILL JOHN + DONNA 510 S 111 ST, SEATTLE WA 98168 CONTACT TODD POWELL Phone: 206 -423 -2256 22528 MARINE VIEW DR S, DES MOINES, WA 98198 CONTRACTOR POWELL HOME BUILDERS INC Phone: 206 824 -6224 22528 MARINE VIEW DRIVE S0. P.O. BOX 98309, DES MOINES, WA 9819 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,389 SQ FT SINGLE FAMILY RESIDENCE, 624 SQ FT ATTACHED GARAGE, 168 SQ FT OF COVERED. DECK AREA AND 288 SQ FT OF UNCOVERED DECK AREA. "WORKS ACTIVITIES INCLUDE: l and altering, sto { rm drainage and access. j************************************************•****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 1 Construction -Valuation: $ 222, 825.90 PUBLIC WORKS PERMITS: *(Water Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,027.71 **************************************** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized S gnature: __ J .41_14t1a00 Date: _ i/` 7 - 0J I hereby certify that I have read and examined this permit and know the same to be true and correct. Al 1 p r o v i s i o n s of law and ordinances governing t h i s work wi 11 be complied with, whether specified herein or not. The granting of t h i s permit does not presume to g i v e authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to s i g n for and obtain this development permit. Signature:_____ CAE.VEL OPMEN1 PERMIT Permit No: Status: Issued: Expires: Occupancy: IJBC : Protection: .0 West: Streams: D01 -274 ISSUED 11/07/2001 05/06/2002 DWELLING 1997 N/A .0 Meter Permits Listed Separate) Eng. Appr: LJM Y N No: Size(in): .00 N N Start Time: End Time: Y Cut: 363 Fill: 363 N N Start Time: End Time: N No: N Private: N Public: N N Date: 1(77/01 � XX Print Name : lu- .... J G( r This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. tC ra.4- ' . '.104 z 6 O Q : co CO UJ J CO wO g < co d z F . I- 0 Z al M p U O 92 O I— w U. H w O - z Address: 14431 46 AV S ;iait( 1:F r�Ei� rit -i y{ e Di VPE M ; Par cEw 1 Jl :. 004000 -0596 i�wr: lJw .i�=.A' "�r. "fw.t7�.,3.;�i. {v,A .1n.• ?�Y. :� =fiiv', CITY OF TLJKWILA Permit. No: D01 -274 Status: .ISSUED Applied: 08/28/2001 Issued: 11/07/2001 * ** ?(* *fit ** * ** slot*** k******** *!c * * * * * ** * ****** ***** *** * ** ***** * ** * *9c*** ** * ** Perini Cor No , changes will be made to Che p 1 ens un 1 ess approved by the Er i nee r : `and the "f ukw i la F3u i c :i;r�g,,;:D i v i . . Engineered' truss drawl r�g�':; rid'`:c o:ri3 sha11 be on s;1te and available to the.,;bi,t inspector "for •i rttipe Li on purposes. Documents,::Sha1 1 , : bear the :$ i1 fared s A-griature of a Washington State Profess, iorna.1 JEng iriee:r. riy exposed insulations back shall have':a Flame. - Spread Rating of r or less, and ...inatcria1 sha11 bE ar ideriti.- ;i cat i or i , show i ncg' i,he' fii r•e . performance rating th fi . 11' c onstruct ton tot- = be done i,r w:i,th approved clans ardr requ i r meats' of the `,IJn l form. B u i l d i n g . ; .Code (1-997 'di ti ori;) Kass ,amended , Uniform'< f'1echan' oat Code ( 1997 Ed it;i on)n and Wash i on State EnergY' Ccide (1997 Ed i t i on) . 1umbirig` pc:rnilts :Shall -be ned through the Seattle.,- Count." .Depar of taubbl ic - leaith. Plumbing wi 1.1 be nspf ct ec r thr 1:, agency, i ricl ; ud I rig :.'a 11 gas Pi Ping (296, 4 x'22) r ;., , Al 1 wood to r. emai n i ri .p 1 aced cot7cretP be treated Wood'.. Va'17diltyr:,of eenm 1. The. issuance of‘ ra . pe rmi: t. or apprr va1 p1 and;,= spec; j ' i catii ons , arid f,otnpui:.at`I ona shall not be con str .10 tc);,' lad a .perm1 t, for or 'an approval of any v i 01 at i on of arl• of the provisions /Of,.t.he „but 1016g code or of any othE fl card; narfpe . of the .1 ur'Ts d t c tr i ors . No perm t pr•e�suin i rig to g •i ve gala ;hor:.i =ty to : violate or cancel ,, the prov i "i ores of this` code 5 pa1 . 1 be va11d. E:1ectr ical c perrmits shall be obtained. through the Wash iriyt( State DI s Ion , of Labor and Industr i es and 'all e l a'ctr i ca l' work wi lXpe inspected by that agency (248-6630,).; . 1Iiere sharl1 be rich OccUpancy of the bu•1ldlrij(S) ,. 'unt0,1 the f i ria l . •i r t on has been .completed by the .1 'ukw i 1 a '61./i 1 di ri j inspector . A1.1 mechanical work shall be under Separate permit issu'eii by the City of 'C 41;11,1a . All perm i ts, I aspect i on r•ecor:ds, and approved p1ans shall be ava'i lab 1 e : at the job ; ,'s i pri or - to ` the 'sitar t; of any con - st:ruct•ion. These documents :iar.;e to be:.mai :rita'ined' and ava 1 - able unt l 1 f I 'ria l : _ nispect i 062, approvo 1 Is: granted . ** *PUBLIC WORKS DEPARTMENT CONDITIONS *** 13. `:Contractor shall not fy Pub 1 is Works liti 1 i ty Inspector at 206-433-0179 of commencement and comp 1 et ion of work at 1 east 24 hours in advance . Temporary eros •i on control measures shal 1 be i tap l emented as the first order of business to prevent sedimentation off- - site or into existing storm drainage facilities . rant . 171g ci th .l.s prni er t . doe riot pr e t(Y q l 4 e o uthor1 ty. 'to., t r c.ari l the . ptovl s i ns o of. any o r• he• work 'or `, I „ocal laws 4t i rig corist 0t° i r0 on °or h'e kpc r1 mant , of w or • . `f he site 3ha1 1 have permanent erosion control measures in p.l ace as s;oorn as possible .a after E r f i ria 1 grading has been c oinp l e ted and prior to the F •i ria l Inspection. r'i vf.ways sha 1 1 c;oinp 1 y with f:i ty res i dE- nt a 1 standards. ) r•i vewrxy. width '. sha 1 1 be sa 10' minimum and 20 ' maximum. Slope . . sha11.. be a maximum of 15 %. lurniric3 rad i i s,hal.1 be Ea minimum cif : five fee.t: ny material sp i 1 led onto any street SI•ia 1 1 be cleaned up intnESd i atE l y Iau 1`.i rig . over 50 cy sha 1 1 r equ •i re app 1 i coati on for a Haul = i rig ermit prior to any associated act vi ty certi ,fy that x have read these conditions and wi 1 1 . comply em as out l • i fled'. . ' A l l p r o v i s i o n s of law and ordinances governing wl 11;' be i;oinpl ied with, wrie,thcr spec:i_f•ied herein or riot. Project Name/Tenant: ` 1 -a. / � t 4 . 1 i y 7 L r r 2 ? 6 _ Value of Construction: l 4 . - 7 ' 6 / 3 Z : 4 . . 0 ° Is this site served by: ® Sewer El Septic (King County Health Dept. approval required - 296 -4722) Site Address: _7- / . City State /Zip: /z/�xX - ' 6 -" x /elfflr/ /t:et /Z.1 - Tax Parcel Number: k /O — 05.7, '' ()02 Property Owner: _frtiv ti . 7-'4.)4.) at- G.i► -7.1z_1Zi /.1.- Phone: 'Oa° 6 - 58 (p 2P/ sq. ft. Garage /Carport 0 sq. ft. Accessory Structure(s) . • 2.. &3 sq. ft. Uncovered Deck Street Address: City State /Zip: 5 l b J. ii 1 5 c7- r( / £ ft 9168 Fax #: Con actor: / QC.J 6 /..-/- N r s Y / 7 �• & l e - 474f; Y ✓ ` Phone: r , Cho -g z- ` ge" / y Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Street Address: City State /Zip: ry'd d -• rThei /1/41.4) � J L 4O BA 9 1;21 '- 3 7 )7 l / gt.hrli lat %�'�✓ /A Fax It: gez en'/ - j % 7 Architect: / ' 5 itf /A'ff t U `TR. . Unu• licoe' �e �iG 'lP / .i) Phone: v7«'' - l - i ?.3 Street Address: City State /Zip: 3 -r`-' 4 _J6l `mi 1, , l-'a &r'e/ Fax #: Engineer: .6'£o stl /1 ‹s4) G PJ Phone: 4y,25 - 77f, - Z 77 . Street Address: City State /Zip: `A:3 (I .17_T�� S St J c rt i-1 . ,45. A...1.9 0k94o0. C Fax #: z1.25' - 77...5"--..207-? Contact Person: , /00Z) u,G/. Phone: • _:e ' " - 02,457P Street Address: City State /Zip: 77 5 rricieioe. 01a,) I)../po c3i 983'7 - 1--7acrs A...7 q ill g Fax It: 2')( £.25/- .5 71 7 Description of work to be done: O /1 /. M/2: R ac r a.A/ r:,: (1. 3 v4h• f - igkfi v t(Jc )b t(c 72 /2 € Type of work: 0 New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® Sewer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) rill] sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: Z_3/S'7 sq. ft. Dwelling live' sq. ft. Covered Deck(s) (p 2P/ sq. ft. Garage /Carport 0 sq. ft. Accessory Structure(s) . • 2.. &3 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ' %.I- 92 *For an Accessory dwelling, provide the following: NJfl Lot area Floor area of principal dwelling Floor area of accessory dwelling y Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU, , NILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98168 (206) 431 -3670 mir R STAFF USE ONLY Project Number: DO Permit Number: 214 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. APPLICANT REQUEST FOR PUBLIC WORKS.SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: • (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping El Flood Control Zone ❑ Moving an Oversized Load: El Sanitary Side Sewer #: ❑ Storm Drainage El Street Use El Water Meter /Permanent # El Water Meter Temp it El Miscellaneous El Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: El Hauling El Land Altering: 0 Cut cubic yds. 0 Fill Start Time: End Time: El Sewer Main Extension 0 Private 0 Public El Water Main Extension 0 Private 0 Public Size(s): cubic yds. Size(s): Size(s): Est. quantity: gal Schedule: 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 - Applicatlons'for which ho permit is issued within 180 days following the date application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: ' '1 • ) � Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OW RI D AGENT: Signatur " • I Date: / I . e' ) • •• • Print name: Q-4)/i ... . . 4 , • P p: ' , ‘ z7,46 City/State/Zip: - Fax 11 Agclress: . • A NIVLIISAV4LL BE AT A LEGIBLE SCALE AND NEATLY ,DRAWN B1rLl A Slit RAS AND UTILITY PLANS ARE TO BE COMBINED N/A '- SUBMITTED • ra Copy of recordediegal Description troti County Certificate of water/fire flow availability (FOrm H -11 a). Contact the Public Works Department (206) 433-0179 for servicing district. 111 A M PPLICATIONS MUST BE SUBMITTED WITH THE FOLL. • WING: , DRAWINGS PREPARED Br REGISTERED ARCHITECT OR PR ESSIONAL ENGINEER MAY BE . . REQUIRED BY THE BUILDING OFFICIAL Certificate of sewer availability (Form H-11): Contact the Public Works Department (2'06) 433- 0179 for servicing district. 171 Metro: Residential Sewer Certification (if Tukwila Sewer Districp (Form H-12) King County Health Department approval for septic - 296-4722 Four (4) sets of w,orking daings, which include: - • 0 . Cl Site Plan (see example Form H-16) . ' ' •.. ., ,.. . • • i 1. Existing fire hydrant location(s). / r t' / 2 Proposed acCOroad .11 ., i,• . , 3. Driveway locati6n-driveway shall be 10' %■/ide minimum and 20' Wide maximum. If driveway is over 150' long, drivekiliay shall be 20' wide and have an approved turnaround (City Ordinance 1741.). • - :..• •:-, :L.77 ‘• -,: • • 1 :. • / . • • . ) :;( ; .• !:,. ' . k. i:: V 4. North arrow and!ecale. ::;: • . • • : /5. Building setback from property lines. Any proposed or existing easements must be shown-on plan. :. /6. Public Works review requires the following* site plan: driveway.Ocation (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existingstorm drainage system, • downspouts and foundation drains, and where drains tie-in. . . 7.. Parking plan. : .. '1,8. Lowest building elevation (if in Flood Control Zone). ,.: . 9. Estimated/proposed topography at 2' intervals and proposed elevation of lowest floor level. • , ,/'•i 10. Identify location sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. -v/611. 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 1,8, 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). i:i el Foundation plan and details rn Floor plan •,!... Roof plan . . , • :-' :... 0 Building elevatiOns (all views) .:s :• . ,. ri Building height - . .. • Building cross-section rn Structural framing plans and details necessary to completely describe construction' -. "1771 , •• Washington State Energy Code Data (GaSidectric/Oil/Propane/Heat Pump) Form H-15 at Permit Center OR Prescriptive HeatingSy.Mem Sizing Chap 9,Form H-6., ri Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, , Variance, Shoreline or Tree Permit). ' : 0. • . I Attach plans, reports or other documentation required to comply with Sensitive Area ., 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. .!..: • . • • 0 ZI 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 wili.be required before'the petnilt is issued, unless the homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor RegiSti'etion". Building Owner/Authorized Agent If the applicant is other thatilhe owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the propertYbwner authorizing the agenttb submit this permit application and obtain the permit will be requiied as part of (his submittal 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TH1$ 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. StPERMIT.DOC 2/13/97 •i • • litommmoisow morialimom QYr t . ********************************* * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** ITY'OF TUKWILA',::WA TRANSMIT ******;************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** TRANSMIT Number: R0101413 Amount: 2,174.29 Payment Method: CHECK Notation: POWELL HOME BUIL Init.: KAS Permit No: D01-274 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 004000-0596 Sete_': Address: ` 14434 46 AV S Total Fees: 3,02.7.71 This Payment 2,174.29 Total ALL Pmts: 3,027.71 Balance: .00 *i+t**yl* * *' ****************** *** *yk*** *!r *** ****** *** ** *** *k*yh**** Account Code Description Amount 000/322.100 BUILDING RES 1,682.55 000/345.830 PLAN. CHECK - RES 240.24 000/345.830. PLAN CHECK - UTILITY 20.00 000/386.904 STATE BUILDING SURCHARGE 4.50 000/342.400 INSP FEE UTILITY 15.00 412/342.400 INSP FEE - STORM DRAIN 15.00 000/322.100 LAND ALTERING PERMIT FEE. 159.50 000/345.830 LAND ALTERING PLAN CHECK 37.50 • 07 WOO 9716 TOTAL 2i7429, rl•i� +: +tf Jan �/Sy3��:: .4Ta:; ✓:■i'• W; . Wes J. V O; w w; NIL w 0 ` g id F- w O; Z w UJ ON . qH w w " w Z. O ~` z, ** it is 9c�A * *„0,4r *i„** +4**** tit** !.�i*ksl *** **4**** *- . * . KWI1 A. 1 4A. .TRANSMLT * * * *rk fi******************* a* ei *o *A* * * * * *** * *•h * ** ** *A ** * * ** RANS�fI +. #,tmber a 80101113 . Amount;. B53.42 08/28/01 10:11 Payme' t''�ethad. CHECK. N atation: POWELL. HOME BOIL In it„ KAS P erm -i t; .No: '001=274 Type: L E•:VPERM DEVELOPMENT PERMIT Par•:cel ' 004.00.0 -0 x '46 • t L o c.. t i on it 0 Total Fees: 2 Total ; ALL Pmts: 853 „42 Dal artee c 1017.45 '. * * * * * ** : * * * *;*.* *, * *, ** * 14 *:t` *: * * * * * * * * * * * * : * * * *z *� * *. * * * * *• A coun>i" 'L'ode : Descr-1,ption.. '` Amount . 0073 ' 4543P PLAN CHECK - RES '£_53642 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 Approved perapplicable codes. Type of Inspection: 1 4 / Date aped`. Date Wanted: Requester: lbA) Phone No: (ePrYp g — ?.--37 Corrections required prior to approval. COMMENTS: a p,n rovrof 6 U" % G� D r ve I Vn .r. ?etivyci- C 0 M e • D' Inspectot: Date: S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z ~ • W , J U O O CO 0 WI CO IF • }} gJ LL a 0 a z � Z O; D o O • N Ca 1-- WW 1=- U — O. U. O H z Proj ct: , 6 colt ,,--, +cfsieAeoce Type of Inspection: fit) P nec..0 Address: : /VC/5 1 16 Ave S Date Called: C?/solo. Date Wanted: a.m. P.m. Special Instructions: : . . . Requester: Phone No • INSPECTION RECORD Retain a copy with permit 4-e 7 51 INSPECTION NO. PERMIT NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. - COMMENTS: - 5 7r/"Ci 10-1- • t ;74 11 Inspector: u Dat‘: glIj174'2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Site 100. Call to schedule reinspection. Receipt No.: Date: :•• • ,*'.."•;."..."',";'",",•.;'.•••••••;•,",.. 11•;.'1,44+1&+:4:■i. Sti; Ai4ms:C4 ,3, 4 z W. 0 • O 0 (O W• W I I — u . ; W O' 2 . u- AC• cl F..: • z Fr; ut • 2 n: n 0; O LU I 0: • 1 - = . L I 0' Z, 0 • Project: t I - )li ir { t 1 1 I ' 1) Type of Inspectiory. Type F oc(- 1 A ).€77 : / . • Special /4..v S Date Calle : 4 / Instructions: Date Wan,t,ed• __. .go / . - C p.m. Requester: T r \ PC1 )(1 C___. . Phone No: • „ • . • "' •, . • •,. I INSPECTION RECORD Retain a copy with permit LA...)1 I NS PECTIO NO. PE IT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. )10\ic L,Joy \Ls (206)431-3670 la affections required prior to approval. COMMENTS: • ) -? .1 \('(' tft'\' C\ C \-ecic 1q . URAIN s p-vc-Aro-r • , ( f4,fvC - 40 .1 .P \ bo p f p r ex I r rAyi f rOw )00ci .b6hA e.); c41 1-ed I c y rr \ e 3 ckr- e 4 4; Orn..kti • t te.e.A 5 1 v\c Inspector: Date: 8- k(0•02, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • z z 2 au - J C.) C.) 0 W LUI -J 1- CD Lu 0 g :3 ( • 3 1 . x I— ILI Z I— 0 Z I— LL! ui D tri 0 .13 I— T ILI — I F— u — 0 Z 0 g2 0 Project: 5herriII Residence Type of Inspection:. ...:' ?arliat 'laid refiov Usitni Address: 114t13y 1 4 (24)1 Ave S Date called: 7 =17 02 Special instructions:. tt77 roWe l No1T1ee .,, Date wanted 1$-. r p.m. Requester: Phone: , - 20 6 2 -3 6 11 INSPECTION NO. Approved per applicable. codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 7/102, l S 7v o Inspector: (\ Date:. _7 8/02 $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: Corrections required prior to proval e}nt.''; 4tii . + { AeA:{�eAnrt�f'. • 4i')Ttf���. z z' rt W U O (o CO W WO u. j . co H= z � Z 0: W 0 p O E CI F-. W w • U -- O. w z U W O ~ z : tt e . y -624.1‘tee_i Type of Inspection: -/e-1/1(J,IZZ..- Date called:' • 4 -/-4 4 -ez .., Address: /9V-3V /fa S 5 - Special instructions: , ,, • . Date wanted: V -- DZ. 6A.,....• P.m. Requester: flOA/ /%'0k46` Phone: CZci '.23 4737 • • : • • •••. •.• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit TERMITNa 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: • • Y Spector; Date: .00 REINSPECTION FEE R UIRED. P lor to inspection, fee must be paid 6300 Southcenter Blvd., Sui 100. Call to schedule reinspection. R eipt No: Date: Z Z' Ui u] D 0 (OW: 121 LL W g < — CI, 111 1— 0' Z: LU uj D al Z ( 1= I f z. 7 ct: A , 2 f l eila Ty e of Ins ettrn: f Ad r s / (w44,,,,,,,,Date instructions:. call4 Date wante / / ' a.m. 6 .mom Special Requ -) Ph . rte: �G:2(e) u.23 ,.. 7 . ■ pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: C !' PTPr* iQv rn w D r ) '_3 .r. Inspector: Date: L'.. 0 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rf ''two.9Lae � � . y w v ,, FL2i4�J✓�J [ 'P." rteifY .:i.x.M.:. MC$ } �� y. � Y• y K Jyr � ��.,u�.•,,, rn .3'� r �� '� G..:- ...I.�iFY�iti...'�4ic1 'S'J%1� d !.I ~ �4.v .Srl r Y 1Y . .+�.YIJ':Ci11.r'x: .3_"ll:��..(+'.1i.iAY +w �i ' `�r1w�� 1 �l.u�. r 2.i.urLi �� r � , 'h , l r, nY:!i,.,9,�' �:.a?eie:C:tcn�'ve 'uibL�'c =irK 1Pu �W . ✓ 0 coo Co W W =; u _ W O g J LL Q , d H = .. 1- ; 1-0 Z H co W W U 0; 0 O H. W W , I- V —O Z : 0 S 0. z , A Jvf revdmq Inspecn: N, tio Aivu llech Date ca,A • d - quti4-4.00c ss: y- o Spell instructions: , Date want d: / .m. Requ r: t Phone: .- . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ri Corrections required prior to approval. • COMMENTS: C P (iC),./N 'Prow I pee* 11 Com • V Givv‘) Vvykk reel y- vcrQ Wei ci t..2 Inspector19 . ' Date: A 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i • • PERMIT N (206)431- 0 z • z • 0 0 • co u, Lul SLLl -J 'L i 0: co — 111 UiLu Z I— 0: :0 ILI l a; I 0 co i P P: .0 z Pro Type f I s ec i n• Address: ( L i 1 C Date calle : ./.7F/02. SpeciaF instructions: Date wante ~ m. oi �!S .m. � Requegl'trr:/ /1■16X P ne: 1 q3 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: ( » 6 eta Qv) CIf.1% 1 f Ca t �J a C3� h cal -1 (►W 4 vMrx 1 \ r r'1 v tA✓1 ben, O (A) Inspector: (— ) 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: l ' r �.''idi�'u`+'�5...'i24z - U.'`3i •': �itiC.. l". a:l biita',+.. 1d ..'i'�3R.... �.:: ti�::`<.a�aLC.- •].,:tiLya�. �id3it'��+a3�r�...n:1r !za1 id:h,� �':.`.^:,isd}atvLSalide r'S€4 4 A1,4,'3i:k'..11 . 44tiidu4 ..; Project - n lr‘ .\ \ Type of Inspection: ! r Address :::. . .1 z ilL � . ?!� . 2- i ; 4 S Date called: - 3 -a9- 0 a Special instructions: Date wanted: Requester: ^. .1)nv\ Phone: Ito - 4- i ,9 ? 693 • .' --•fit 1 '^^.• •n"sr — . >� . ^ 177:7 s Y": -,. )24,0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING • DIVISION 6300 Southcenter Blvd, #100 ; Tukwila, WA 98188 (206)431 =3670 pproved per applicable codes. n Corrections required prior to approval. COMMENTS: • P l o o,r T, v. s v AU - 1 - 10 n '^ rrotA)l SprgC. r•� p{ r( \ /("Cf • 'lv, ∎ 1 arn,r \-)n,r r 1 v\ s try II , r( \ IA (( C V r,, , p ? f ri✓r et f C V -Pc� f Inspector: a? Date: 3_02 $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: o:4..a:4x•,k� �hi>•:;. � :titf:i:.S..:1:r;,vul;Iw "�.'r:r ak/a,t'ti � :,�Nr.�}Hfe'g ` < t°'ass:,,.xt:;L: 1, { .z • 1- Z W •J U' U U U. CO I' J 1_ • uj J •— d. • Z 1— O Z I—: • LLI U � O H W W: - � O. LLl .0 r� H ' O Z ' COMMENTS: S . • CS') vs rec.-4 t t)— `-t row. -Zse pct r�} i• g -. 4r 1 1 ,-4-• \. l 0 oi-5,4-6 p c i ;11r V r 5(1 -Pc 5 re:-4 L i -to ,. FarievA,1 Special instructions: In (G (k VV" r) oI � -r CA+ '�e� C .!tOV' ( t, � r rAv-eci a - ,V 0. . �t� S t t . ,.. . ry 5 SP U r'i 4 - ry sS P S - }-„ s i 47C, 4 ) k eet.AA-tems Eli (4 -C ( i ai- `1-t) (' o Y d 5 _ 2 0 in t o . e c_ $ i cl 04 c e vrk- e r. r d .e dc pea k Phone: CAD` �UW` // (, '] '' (n 1 .77 ., . • 'VIr 1 Type of Inspection: Era. OA; 1A1 Ad rr ✓esss .. ;- ; ,' Date called: (/ /j, (} Special instructions: Date wanted: Requester: 0'Y\ • Phone: CAD` �UW` // (, '] '' (n 1 .77 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING =DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. • Corrections required prior to approval. Inspector: 7 ::).4. 9 %. 9 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: . .591611. G� �::iy 7:::: �; t: �:. xi.::• iiix., iti�iiess3' .:,:}�,Ii's��k'vw:.:ah2,r�:irit +i4ia«•T.�.tii {4 5i:; irk ciiF. ".5�7 v: iv .Ji Z; Jo 0 O' CO CO CI: I. I— CO 'L. w O : Q ' w I- W Z f.. H O:. W F-, gy U 0, O - W w Z U N - . O z Projec 11 ' Type of Inspection: rQ,A,A, Address:'.:' ': 1 L=j =j ' 6 ii 0. c Date called: `3 - : - Special instructions:. t: Date wanted: a.m. Requester: - WO n Phone: VG `-' H2 3` toga / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; ;Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e r-I 4 (' 1 -\-et 'S 2 etric - co wip k4f Gr'r capprOv C. Inspector: Date: 3- Z °- 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ...I 0' • 0 0: • W 0= . u.¢.. = a i - w: Z �: 4- O Z E- . tlj U t cm; Z 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 (206)431 -3670 Project: � �'P V`V't A VA 3 96 Av. Special instructions: Type of Inspection:. Date called Date wanted :', a.m p. m. . }Corrections .required prior to approval. COMMENTS: 1.;) brac - 11c4+.. 'A; n nrc O G :: russ S9spc,.,S -Coy. , Qv\ sl pG C r korci 0J■ -P +Ac \If-9r 0 ov, Gv� a v1 t ` � V\cA 0 �;?1 YveGY hA1C �G 0 N k� 0 ∎ /Uod'-N-\'\ u4 5 ► (' P OI~' � \ OO Se- • r() >i \ � X Aci, h-P 4. 4 v 1 vi G � ra Inspector: 9 An 'Date: 3 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4.1 61 may xa phi+ r7��1% wSvt4 'iti)r'.nerri.:!'isn�ti icW.>w�.<rr; #S:�:i/r ah7K ��P,mh=ws"iri irY.i`sa!king): e"F.t`wiU6i Approved per applicable codes. WLO.i'iw7+�cnaw+�i► W4'3'�: ;!K� "l - < ..' "7'aiw'�'.Y:ta�:i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ct: },),,,dX J` I 1- Special instructions: c a l l ed: TypeJnspectiorj: Dat D. to wante•. Reques(ec: Lie) Phone: t1) Corrections•requirediprior to approva COMMENTS: t 014 S } ro ire. o0- w - Q pp rpve` VIS ..“. ct 4 e Writ tic, (Y c T lop r `. Inspector: ' [� 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: ti k::kz .A..u<:r_ as 'iit,LiEoilv;Y,"S+t��:Midi+l:;� uw4'F.ti ii::a?'.euFC.wlr MT:. iill l.:':( �a`+( n' fcnl4< �`.' r�=' m? ;r�`Li'�'1�. %aS:�:,'iJ•lN,rin't Proje t+. ,D hPlrrli fl . 51 Cv Type of Inspection: , toi tr2t r Address: I MLE3z - ? ' I t9 .fit s Date called: 3 -1 s -- Special instructions: Date wanted://;;4 a.m. Requester: --- Me\ Phone: 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. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: le $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: b C us.4 ;;a,.�2�c� Yib;sti;l iaw;k'il INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 V Type p Inspection: 1Y 1-f aqint Pc?j t: e■t•vc y lI Li �' ttII�J Specia instructions: Date called;, Date wane / I l o hope• ( P Ut) Approved per applicable codes. Corrections required prior to approval: COMMENTS: I,) • luv►A i V000 21 r J is' ‘Aj04.1t Su- 2 C SW -1 schiarto e A or hj~i- 'r 1 s n e rr a -02 r\ov4k -'..5A- co v ► e ir ' 1 1 Yr,+ or r( 45 •604Aon (iv- l P v-- v ev\'\-- 1 s.) re,, ow troY) -- kno dr rt AVAr,n. OS i t CiAcis,e (a.) T S pec S rve—PG - 7.) Fkre \Dkoc -43-) S ui-e r o lr vetoes r n t1: Inspector.. Date: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: r Date: ��T�,�`.'lY.�'iT�� i�`M, b��y >:i,�. ";+!k".t,'r ^�:ri:,r :+gin•, } },.�.•.JX�f L r, PERMIT ■O: Date wanted: - .6,Rproved per applicable codes Li Collections required prior to"approVal. ' • r •• • , • • • • , , ",.• • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' . Date: 61, • , . .00 REINSPECTION EE REQUIRED. PrKirto inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '1 , . „ • . ; • , ....... ,v• • sTe t r.( ii I Res , 6 06 Ty ‘ In i spctig) a. 1 / 7ddress. 'OP /5 1/ - 5 Date called: — 7 Specia instructions: nstructions: Date wan ted: p, d*:) Reguester: / PO Al Phone: &°6) ' °L- ' e-C 93 7 INSPECTION RECORD Retain .a copy with permit INSPECTI0f1 NO CITY OF TUKWILA BUILDING DIVISION • • 6300 Southceriter Blvd, #100, Tukwila WA 98188 A roved per applicable codes. (206)431-3670 Corrections required prior to approval. COMMENTS: ?/) ,....s 6 --- 4610p/M/C15 V7 5.,,b-yte • oivr4G-41 5- 0 de o.(1 -"a' 'I spector 44tets ( 4 5 .00 REINSPECTIO FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter B)vd., Suite 100. all to schedule reinspection. 1/ Receipt No: Date • Date: ' • • 4, 1 A`, Z II • (.) w 0 W I. ui 0 I. g < cn ° LLI Z 0 Z I- • al l a' I 0 — 0 co =; 0 ect: eflh1 Ff devte . T f Ins pectio /41,11/ e .� A e-e ddress: i LI3U Liu AV ,) Date called: Date Special instructions: Date wanted: /lO e?` daPP p.m. Requester• Phone: , � INSP ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 :8 (206)431 -3670 COMMENTS: Insp tor: $47.00 REINSPECTION FEE REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call o schedule reinspection. Receipt No: Date: Date: Approved per applicable codes. Corrections required prior to approval. s�F. i�: �' ��' a�:'. � 5.;, �. ��; � �!' �^'~ y' ��. �: �. w. i�" ti" as :s''tws+'i3:��:a9:ia�s�.::�;� j's } 44..e'14ia K1t' .'`: tit■q;' ■+%tr,! 41''i, COMMENTS: T ype of Inspection: $0 0/0 Z gar — J ?j.1J ,R 0 . - rA ) PFD At-t4/ : 6TiLac to Le Date called: I � `U '7 Z keg Ci.- , ClAt 7 kot JL / y /tit Date wanted: a.m. i, C p.m. Fdi 7 0,,„..,,‘ 5-, 1-.- 72) I I/ z i Li ( Phone :. J 45 A7 _ 577A -e.P ) M / kk X Wx9 ;/". ' f 0- $ 7ve;, Y ".Cw... / �i. (I:4 A .w. / U A'a 73 S c co- c.t.._..4 , 5- w . C .i 7c S ciy-c.- l.a.., . d (C. (ai - n- tia - t 7 C o_..4 a14 (1 /./1.)n44-A Ci S. Peep ii/i . Project:. - • PCr) ; T ype of Inspection: $0 Ad epi ,! 7 !,, Y Date called: I � `U '7 Z Special instructions: JL / y /tit Date wanted: a.m. i, C p.m. Requester: I Phone :. J 45 A7 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 n Approved per applicable codes. n Corrections required prior to approval. Inspector: Date: 7/4-(/ 2 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection,,feemust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedi @ re te: Receipt No: L uzau4q , , Avrik6i •' SY. t: u.#. i..,'. 2n• �3i: S:. s3: S+ �7.+ 7�ik,: /:.�ri��.:ofs��� tM{:`'4..,..1.'".:..Y.; �'2i'"` "'G3�*!i::.;';�i�"..+.,. `:±:'i�::4:��'. ���5'i��a::'tri�:4 �!; : th` i> ��t�: i>' f. �+ s�f+ bw:: t ; +�k,rii?ih` ij Project . Address: 'WO ria Special instructions: Type ofILisaection: _ Date called: - Date■Opted:,:- • Requestep Ph e: 4 ,7da. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • . . • Inspector Date: 11..01 „ El $47.00 REINSPECT! FE QUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. fluite 100. Call to schedule reinspection. Receipt No: Date: ItiSk * ' 4= $..6. 44t ; % la Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO (206)431-3670 • • - • : Corrections required prior to approval ; • ,t■ 1 • ^ i■■ a 4V. + k . Y . ,16.1af i414.714.11.4.+Pli 1:7liTf ".� 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.' Atere 3 94s. S P ecial instPuctio 0 ( Povv Ty•e of Inspectio AO L :; Vi e. I1 i ate called: Date wanted:' Rqueer; M1 r . (206)431 3670 Corrections required prior to;approval: COMMENTS: !� ,-Q r a y` p p ,r 0 Date: b.' 01 Ei $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: ...f ;ki,, , ry v'' ^�.tt' :i 4i;34:6=4: :' of ti: VS4.:', 4" dw� :it':.{:l:''S'Sr'*S',.«''b'i2. J+��4t•�t"rY„ iXc Sii a 3 AtiM'F+ - 1'44,4 ? : i :+: 4° `i�SJsi:7+i;r}:i= ..;•:`!'.in.3, COMMENTS: at -z5 4 za-kim tir* 4 /elle _-- t... • ,z)-7 i •kd•-...t-I 00 24 0 Cl 9 Requester: of ! 1 16 z'',1--0 ', r,...-47 -'N PPM ,f-- , 9,11 ) ..... ) (./ -b-' 5 i P- 47 ( 72- , , , ,, e ...,.. 7 ,, ,e7,1 i?'7 .,) - I ' 4-- ;-:-221:7--_ - /'4i ii 7 "frie77)-x-m1.73e>"A„; r,t _t ... / Prq vo iej Tyge of InspecticV; 6 h CA ALI.P 9 11r 461771 A ve, 5 Date called: ii , f Sit cial instructions: P(,1711Y1 • Date wanted: le; • • Requester: of e: Phon 3 7g3t " 7 7. : • • INSPECTION RECORD Retain a copy with permit INSPECTION NO . !CITY OFTUKWILA BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila, WA 98188: PERMIT NO. 06)431-3670 Approved per applicable codes. 11 Corrections required prior to approval. Inspector: Ae 40') Date: )2 3_ ;;.$47.00 REINSPECTION tiE REQUIRED. 'Prior to inspection, fee must be paid Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4itel, tieidlaaalihaboUfti as,i nein ; ^ 4 , 44,64aVekgrA tia l41,4 341MAW ,4314.10.0c11 40*.40124....it:Th 1,034 , " " • ".x.'1■C•'''i4;*-;;; „ ; Project: sher ... II r Type of Inspection . . ,.., Lein AV-1-en Not, ficatit Address: 14434 416411 Ave S Date called: I 1 Special instructions: .. Date wanted: ' fg I I 197 p.m. Requester: — . Gu./ Don Pa 13e 'Hort Phone: . 2 0 1 0 —L 12 3-037 INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100Jukwila, WA 98188 p0 274 PERMIT NO. (206)431-3670 Approved per applicable codes. Ell Corrections required prior to approval. COMMENTS: 921)--rh. 5L tut ■1 to k ii)4 C4t.A.Y-4130 00-xi Vl LoV-Q4 _a p sz. elLzL. Li P._043 1Q0 k. , Date: (t/24f' 0 :$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid k6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ell es /1241116' ' 4 I: Reed i, Aseeeietrss, PS 4341 412th Se. GIN Edmonds, WA g902S ore; (4201 7734703 f. (42$) 778,3073 r n� r +� rte ° rl .3,9 '� .w� 7th ned Ret Wail Desi pie I 1 t�+�w+e LL•n •:..•_ •re.. sir D.s orlptlon 6' max restrained retaining wall w/ max 3' backbit difference Retained Haight Wall height above sail ToW Wall Heloht a 6,50 R a 0 5011 ▪ 6.001, Top Support Height • 5.00 ft Slope eshind Will • 0.00 : 1 Height of Soli over Toe a 30.00 in loll Density • 110,00 a Wind on Stem • 0,0 pit l See rohattee teeda ommamittmaramomems Surcharge Or Heel a 0,0 Ad rr)NOT Used To Resist 51141ng & Overturn Surcherre Owr Toe a 0,0 pee N OT Used for 3I10I4 I Overturning Axial toad Appllw to sari mra Axial Dead Load • 380.0 lee Axial Live Load • 680,0 Iba Axial Load Eccentricity • 0.0 in Des • n Summ Total Maring Load , „re Weird ace. Soil Pressure Toe Soil Pressure Heel allowable a 2 p � Soil Pressure Len Than Allowable ACI Factored Tae a 3,110 psi ACt Factored fp Meal • 1 360 psi Footing Shear ill Tot a 14. psi OK Footing Shur a 'Heal a 3.a p OK Allowable a 65.0 pa! = 148.8 • 4t;n,3 Ibs = 6.32 OK • a RrMWm at Top Reaction at Venom $lldlna Stability Ratio Sliding Cates Latenit Sliding f=orce • less 100% Passive Portia • lees 100% Friction Fovea = . Added Farce Meq'd • ,.,.for 1,5 : 1 Stability a Notated Pressure = 18 1,340 pot' Mu' : lJ wrrd a 163 85 ft M Mu' : Oorvrwrard • 39 55 ftdi Mu: Design • 131 30 ft•$ Actual 1 -Way Shear • 14,88 3.77 pal Mow 1•Wey Shear 1 35.00 84 00 pct RVi$iON Na I 1.1utac•era TOIC17 R.11 •oars 2,002 lbs 1.031n 2,002 psf OK 322 psf OK 400,e Ibs 1,1873.41b, d00,81be 0,0 ibs OK 0.0lbs CK �E t 11tle t Powell Hemea Danr: OSF Description : tin win k1 Seeps : rectralned rut wall flick Data Allow Soil Swing : 2,100.0 poi Equivalent Fluid Pressure Method Heel Active Presume a 35.0 Toe Ac9ve Prsas • 30.0 Paaslve Pmsa+ire um • 315.0 Water height over heel a 0.0 A poutirtrocit Friction • 0.300 30tl height to ignore for passive pressure a 0.00 it iJniPo Lateral Load Applied to Stern Latara! toad a 0.0 m # -Helot to Tap ft ,.. Height to Bottom • 0.00* • tam - 1st lb /Phi • fla1Fa Mu.,.Actual Mn PhL,.,,Allowable Shear Force ® this height Shear....,Aotuat Sh.ar.....Allowabie au-s '771 xt.4 an Thickness • 5.00 it p Wall Weight • Se.? per fie Stem is FREE to rulfl at top of foottne 40,000 psi 2,500pa{ Design height •= 3.00 it Reber Sim • 0 4 Reber 3pacing • 24.00 in Reber Placed at s Center Reber 0e0 'd' a 4.00 in • 0.0 be a 0.00p; ✓ 08.00 psi Reber Lap Required ' Reber embedment into fooling • Other Acceptable !litre & Spaetrps; Toe: 4 4 0 13.00 in -or. Not req'd, Mu • 3 • Fr Neei:tl 4 0 1t3,C0 in •er- Not read. Mu s 9 • Fr Key, No key defined •or• No key defined .D01- Job r* 01.455 bite; 2 14PM, y DEC 01 2,80 ft * 4 24.001n Center 4.00 in Design Bale • 0,400 0.515 + 0.0 ft•il 503,3 ft•li = 1.178,411# 1,176.414 12.461n 12.48 in Footln leertptlr i Menelaus {� fe • 2,600 psi Fy • 40,OW poi Min. & % = 0.0014 Toe Width • 0.33 ft Heel Width !rooting Width a i' ' Footing Thickness = t oo In Key Width = 0,00 In Key Depth • 0.00 in Key Distance from Toe = 0.00 ft Cover i Top • 3.00tn a 5 .a am In L izetwarmszsmarmammemzeng Adlat rt footing Load Adjacent Footing Load • 0.0 ibe Footing Width ft eccentricity = 0.00 in Wall to F to CL Dist • 0,001t Footing Type Line Load Wise Above/Vow Soil d • 0,017 • at sack of Wall Mm= Between slap $i pport Tot >i ease a gee. (If Wall Mrs OK Stem OK stem 0K 0.00 ft 5 18,00 in Center 4.00 in 0,000 O.Oft -s 2102.4* 404.6 Ibs 3,86 psi 35 00 psi 3.00 In Crr RECEIVED TUKWILA DEC 1 0 2001 PERMIT CENTER ':i 'd ' S.9.W I C'OS9k1 11 §:r: ,;;'1ai;` a1 sa. :z :..'i< ia9L :t r7wuiirite�c� i rt' )4:.AViii0i46 ,F'.v'ek+.F%t eVig.".r 4ti • Reed I Asseoistes, PO $311 212th St. SW Edmonds, WA $$02$ ohmic (435) 175-2793 fax: (438) 775.2073 new van urg. Yr 5.14, 0.1v4i who ol 1 Description I •• 1 ' 414111 Restrained Retaining Wail Design L. I o Inn •ro, 7 ntAT •717 of Forces on Foot' : NOT resIstin Peron logos on tooling for ovartUrnIfla, adding, &golf omasurs Atte* Olatarce Woman? Overturning Moments-. lbe Stem Meer 41 7; P of Footing a •73.4 0.67 .1824 Hell Acavo Praiture - 44,3 s .136.1 0.33 Sliding Fore* • 401.3 ClyariurnInli Moment a - 221.8 Footing Stability Ratio 1.13 Net Moment Utter For Soil Prossure Calorlatlans 1711 ft-0 Title : Powell Homes Dew 031 Ossesption : wi S' max restrained retaining wail WI max 3 bsokftlf d PP.—g42—SEr : 'ON *.d Iler100 *sops : •s:mined ret well Idlo Mom Is PIN t f V•rtleal Lateral Olatanee Moment RssIstIns lb s to II MO Surf:Pin* Over Halt Axial 0413c1 Load on Stem Boll Over Toe Surcharo Over Too Stem Wit $oll Over Haug Footing Weight Total Vertical Forza ft Job I 41455 Dots; 2;141 De° 01 .0 ••■■■••••elmly.WINI Pap 2 I ,000.0 0.67 559.9 91.9 0.17 1913 580.0 0,87 3803.8 20 t.17 235.1 128.0 0,87 85.9 ---- " ffa TiMraf Rotating Momlint 4089.3 RECEIVED CITYOF TUKWILA DEC 1 0 2001 1: ERNI - CENTER 'E.; ad $11.t:iI0C '8 Cai"ci • • • „ • „. • • • agpl =In /roof - //* l 0 REED & ASSOCIATES, PS C1y & s„ cluttl Enpt+o,mnq 83$ 1 213th Si, SW Comaldl• W4 400:5 Cl., 1421) 779•27x9 r„ 1425, 775-2073 �J ,.I •1 , .ca 7.2AP RA '02Q -- -. -• fot . Yvirc Pee N. I� ri 2k P A1'l W/ ■4. 04144 G M)■ 3 1icRAeM1WG F 1: s)MPSCN A ;C CA AST . WALL. W/ 4 f e 71 ac� dr Pt 41 X11" V/ 1404.6. *3 / taN4 is Po, PLAt.1 41 r G4 • • RECEIVED CITY OF TUKWILA DEC 102001 PERMIT CENTER (''•:n ZIVIrili4 I Si 01r4Avr6 :,,PQZKir RLA JO S SUSJECt 01 -h5r5 Roweu.l vMo. SCALE, T. £Z2e— S2.4- -Sc"t' 'ON X d DAtC• 1Z. '1 v% N4o-r 5 UBC 199;EO. PCP EQ. FLVID PR Zara. PS? SOIL BRO. DSSIGN -•C7.. PS? S S SACK CEMENT /CYb MOO PSI MIN) MAX 6 CAL. WATER/SACK OR, 60 STL. FOR VS k LARGER Olt, 40 STL, FOR ¥4 BACKFULL w/ POROUS MAT, CHKI, We*. g � Sald1000 b '8 43.8 : WOad F- t ;. >. >. , ,. fa1 i .,, .,vt..: i;5 i .s :cmard itic�ilLUAasS. l3zfiicHs�7d�? :14Si'4.7 iiNkt AVI+.41.t1rst rkda .tiTl9` :d'ri4 •z w JU U O: W= , w O: u Q Z d, w _i z ~ Z O H'. • ui 0 N: :O • .O • w W. I - U' Oi a i z : p Sent toy: Earth Consultants 425 f4U UNuU; Project Earth Consultants tog. - OW 1505 138nh Place N.E.. Suite 201 1' Bellevue, WA 98005 1.0 Bellevue (425) 643.17e0 FAX (425) 745•QBftfl 1 "1 Toil Free (868) 129.6670 � DAILY FIELD REPORT Job Location Are approved Plans/Permits on -site A Yes 0 No Project No, Fermit No, Field Rep, ,�Cu�rL2 Tim* on sue 1/ ' oo Trawl Time r ink No. PERMIT CENTER 111, /;UI 1 .aurw,JyttrA • •r.,aw 1 ny Jab No. Page of Report No, 9Q i IRie . Off Site a trey or week lo' as /! Miley eat .. Hre. CharOed 20 Client/Owner General Contracts General Contractor's Superintendent ReCelved Unchecked By Grading Cer rector 4radtnp FomINn Checked by . l l z'11 c \ If No, contact the !wilding department or explain below: CONTINUED ON NEXT PAGE ❑ Vi V i,. p _ -- l ., ,, • e J . - _ _ . -• _ . •s :. • - t • _ 4 .. d� r 4 4. " . , . _al c - _ • g4-47114.a. "F rlo,,i i r "C 1 ell a / 4i - . . Se • P d E L ea./ Gn S C= /GiJ 7 . M e # w w) - M ere 9 1,1 72,Z WA4 -$D .SCiz'1 P / l •:m : A P 'h'r S re, _ 6 P hee-A tie tec'81r 1, J n R'rtt+E"ss- strc77 6 o)- 'Ttft ' s".76. ti _ /I t? A ,� 442v T- l P _ • a/ 0 -L. - (.•• /.. A - .it- • t. m S -._ , l• - 't_-' - . • . . "' A I I 1.! . • l _ I _ -• • ■. ► ./ ... .-1313.4,b 'AdIMEM111111111111111 viii ��� .._] . .0,. ;a, ‘ �. , 'M' : MA a �; - � . �.., �>�i�,...�� w r _► xniRU t n lei o . CITv nF TtlKWlj.& __ Sent toy: Earth Consultants 425 f4U UNuU; Project Earth Consultants tog. - OW 1505 138nh Place N.E.. Suite 201 1' Bellevue, WA 98005 1.0 Bellevue (425) 643.17e0 FAX (425) 745•QBftfl 1 "1 Toil Free (868) 129.6670 � DAILY FIELD REPORT Job Location Are approved Plans/Permits on -site A Yes 0 No Project No, Fermit No, Field Rep, ,�Cu�rL2 Tim* on sue 1/ ' oo Trawl Time r ink No. PERMIT CENTER 111, /;UI 1 .aurw,JyttrA • •r.,aw 1 ny Jab No. Page of Report No, 9Q i IRie . Off Site a trey or week lo' as /! Miley eat .. Hre. CharOed 20 Client/Owner General Contracts General Contractor's Superintendent ReCelved Unchecked By Grading Cer rector 4radtnp FomINn Checked by . l l z'11 c \ If No, contact the !wilding department or explain below: CONTINUED ON NEXT PAGE ❑ Vi tt. 11/28/2001 Don Paige Powell Homes P.O. Box 98309 Des Moines, WA 98198 Re: R&A #01-455 To Whom It May Concern: This office has determined that the 6' max pony wall along rear of the house shall be sheathed and have A.B.'s installed per SW 2. No straps or ties are required at the pony. Foundation footings shall be widened 8" to 10" per Earth Consultants INC. field report dated 11/27/2001. In addition to this requirement, we have determined that these footings shall have (1) one additional #4 bar added. Should there be any questions or cornments please contact our office. Sincerely, • Wendell E. Reed, PE, CB0 REED & ASSOCIATES, fl • Civil & Structural Engineering Office (425) 778-2793 Fax (425) 775.2073 i1 212th St. SW, Edrnorids, WA 98026 EXPIRES • .." Ok-s , • • e- 0/ 11/28/01 C:\Documents and Settings\wende1110 Wende11\01-455 LTR(1).doc FRAM : REED & ASSOCIATES, P. S. I V MIN 3 "Cr1.P,— FAX NO. : 425 -775 -2073 ; -- . Dec. 05 200i 02: 52AM P2 Rks.# G PER' iEl sa ' l' T x� • LAP 1t" MIN 1 4 4 4) FTC, tA1A 1N G NNEL.Pav es COW. TO QAV•47 C T�(�i(,AL C.A ucUGRE41 rFOUNbATwN Wk,.... s ..PI.E.; 3/4 s v-e BOMBS 547. Pr REED & ASSOCIATES, PS CfvY i Structural t tatafteNN S311 21211i SI. SW, it drr0644, WA 93026 ONirw (426177!•2793 rot (423) 7754073 ALA JOB B 01.. 4515 ;vim 3 /H" or:.) FRAM : REED S, ASSOC I RTES, P. S. Reed 8 Associate., PS 11311 - 212th St, SW Edmonds, WA 98028 phone: (426) 778.2793 fax: (426) 775.2073 net. Isom - Usw: KWVI031c4. V■ S.14.214410 100, WLVt to ISO a++CAe►LC pescriptlan Criteria a N• Retalned Height Wall height above son Slope llehind Wall Height of Soil over Tae Soil Density Wind on Si te Powell Horne Builders • 4.013 ft = 2.00ft 0.00 :1 • 4.0010 = 135,00 p t • 0.0 pct Total Boating Load • 2,077 Ibs ,,,resultant tee. • 1.35 in Son Pressure Toe a 1,761 psf OK Soil Pressure a Heel = 742 loot Olt; Allowable = 2,000 p r Soil Pressure Less Than Allowable ACI Factored Tos a 2,642los! AC! Factored Heel - 1,124 lost Footing Shear 61 • 7.3 pal OK Footing Shear S Heel n 4,6 psi OK Allowable = 88.0 psi Walt Stability Ratios Overturning Sliding a 1.63 CK Sliding Cates (Vortical Component NOT Used} Lateral Sliding Force e: 374.31bs lea 1009x. Passive Forcer . 205.4 Ibis less 100% Friction Peres a . 398.2Ibe Added Ford Rta'd ...,for 1,5 : 1 Stability . • 2.21 OK 0.0 tbs OK 0.0 Ibs OK Footin • Desi • n Results FAX HO. : 425 - ?75 -2073 (Sall Data ra. -lilt_ Factored Pressure = 2,642 1,120 pd Mu' : Upward 5 541 0 ft-# Mu' : Downward a 49 81 ft-ti Mu: Design 492 81 ft-q Actual 1•WeyShear = 7.32 4.61 psi Allow 1 -Way Shear a 85,00 55.00 psi Toe Reinforcing = # 4 ct 18.00 in Heel Reinforcing c # 4 @ 18.00 In Key Reinforcing 0 None Spee'd Title : Powell Hoar Builders Degnr: CSF OeseNption : ger erel Scope ; standard 6' cant rat. wall w/ 4' max bar-10111 Cantilevered Retaining Wall Dest n piss O ' g e :`A d amenldamen Dote, f l0 2001 'ob : Allow Soil Searing a 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure s 35.0 Tee Active Pressure a 33.0 Pasai 4 Pressurt w 360.0 Water height over heel • 0.0 fl Foodngll8dl Frction a o.300 Soil height to ignore for passive pressure = 0.00in Anal Dead Load = 350.0Ibe Axial Live Lcad a 750.0 Ibs Stem Construction Design height MU Material Above Thiokneea Rabar Size Mbar Spacing Reber Aimed at Design Data fb/FB # fe/Fa = Total Force a Seadon ibs= Moment....Actual ft-e Moment....Allowable Shear,,,,Actual psi Sheer.....Allowable psi a Bar Develop ABOVE Ht. In= bar Lap /Hook BELOW Ht Ina WO Weight Rabat Depth 'd' in= Masonry Data Top Stain OK fta O00 • Concrats a 9,00 - f♦ 4 = 16.00 3 Center 0.383 472.7 e34.3 1,7464 9.8 88.0 12.48 6.00 90.7 4.00 fm P81° P Solid Grouting a Spacial Inspection ■ Modular Radon' a Shaft Term Factor • Equiv. Solid Thick. Masonry Block Typo = Normal Weight Concrete Data fe pet 2,500.0 Fy pa a 40.000.0 Other Acceptable Sins aSpacinga Toe: Not req'd, Mu 4 3 Fr Heel: Not req'd, Mu < 3 • fir Key: No key defined Dec. 05 2001 02:53AM F3 Job a 01.455 Oats: 8 1BAM, 3 OEG 01 Fnating Strengt d� DImanrcion f e - 2.500 psi Fy a 4,000 psi Min, As 'Ye = 0.0020 Toe Width a 0.87 ft Heel Width • 1.00 Total Footing Width = 1,t57 Fooling Thiaitneae • 8,00 in Key Width - 0.001n Key Depth a 0.001n Key 01314 S from Toe n O.00tt Cover @Top = 3,0010 C Btm.= 3.00 In Axial Load Eccentricity ■ 0,0 to FROM : REED 8 ASSOCIATES , P. S. Read & Aesoolstes, Ps *311 • 212th St. SW Edmonds, WA 9E026 phone: (425) 773.2733 fax: (415) Rr. !:0303 to1M� Ni lie d wo .i.).72.1,I1�1liP.WIM31 Ducrlptlon Powell Home Builders Item Heel Active Pressure ■ 394.5 1.58 Toe Active Pressure = -20.5 046 Surcharge CANT Toe e Adjacent Footing Load et Added Lateral Load a Load a Stem Above Soil s SaltlmieLoad Total RaalatinglOverturnIng Ratio Vertical Loads used for Soli Pressure _ 2,077.4 Ibs .Venice! Component of acute pressure NOT used for soil pressure FAX J. : 425 775 r—., Dec. 05 2001 02:53AM P4 ..OVERTURNING..... Force Distanes Moment Ibs ft tt•# Title : Powell Home Builders Oeenr: OSF' Desorlptton : Wand Scope : standard 6' cant, rot, wall w! 4• max bae10111 Cantilevered Retaining Wail Design .∎odcrnemd 374.3 O.T.M. = 817.8 = 2.21 -7.4 Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem • Sell Over Toe • Surcharge Over Toe Stem Weight(s) Loth Stem Transitions • Rooting Weight Key Weight Vert. C0111ponent Job* 01.4a5 Pala: 9:10AM, 3 DE:" o t Page mon •ro oolllI.3 ?02001 rnin . & Re Istin . Forces & - ._. -. nts .....RESISTING... Force Dtstaricu Moment Ibs ft A•# 623.2 Soli Over Heel • 180,0 1,50 259.9 360.0 1.03 349.8 30,0 0.33 10.0 = 580.0 1.00 579.6 = 187,4 0.83 1 56.1 Total e 1,327.4 Ihs R,M,■ 1,365.4 PERMIT NO J/b( •- 074- DATE: 9- 20-Z091 PROJECT NAME: < Gk? ILL' -R•tt7 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical. ventilation criteria using prescriptive methods for Group R Occupancies four stories and less. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses.) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems. Source specific exhaust fans are required in the following locations: bathrooms, laundries and kitchens. Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: V.I.A.Q. Section 303.4.1 Section 303.4.2 Section 303.4.3 Section 303.4.4 Indicate on plans a proposed system to be used. (Refer to attached code sections, select one, and list here: e9"3141,1 . atal;.�uo•�Y,o�Mnr, -•;: �w iR:K4t:5ui^:�:; �.� �'= �:1'.1= #:i�,;�.rrf+�:!' +: - .I' #} tt 2000 Edition 303.4.2 Prescriptive Requirements for Intermittent Whole House Ventilation Integrated With a Forced -Air S • em: This section establishes minimum prescriptive requirements for intermittent whole house ventilation systems integrated with forced -air ventilation systems. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.2.1 Integrated Whole House Ventilation Systems Integrated whole house ventilation systems shall provide outdoor air at the rate specified in Table 3 -2. Integrated forced -air ventilation systems shall distribute outdoor air t each habitable room through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced -ai system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptivel sized in accordance with Table 3 -5. The system will be equipped with one of the following: 1. A motorized damper connected to the automatic ventilation control as specified in Section 303.4.2.2; or 2. A damper installed and set to meet minimum flow rates as specified in Table 3 -2, by either field testing or following manufacturer's installation instructions based on site conditions; or • 3. An automatic flow regulated device with field measured or field calculated minimum negative pressure of 0.07 inches water gauge at the point where the outside air duct is connected to the return air plenum 7.A7rAI Air> It\ v1M'ri� I t o og irr/eXtag &rls 10 303.4.2.2 Ventilation Controls: The whole house ventilation system shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. This control will control the forced air system blower and if applicable the automatic damper. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation system without energizing other energy - consuming appliances. At the tim of final inspection, the automatic control timer shall be set to operate the whole house system for at least 8 hours a day. A label shall be affixed to the control that reads 'Whole House Ventilation (see operating instructions)." 303.4.2.3 Ventilation Duct Insulation: All supply caucts in the conditioned space shall be insulated to a minimum of R-4. 303.4.2.4 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. Effective 7/01 /01 Floor Area, ft2 Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Bedrooms Maximum Elbows' 50 4 inch 2 or less 3 4 5 6 7 8 5 inch Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 Fan Tested CFM @ 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch 70 3 50 5 inch 90 5 inch 100 3 50 6 inch No Limit 6 inch No Limit 3 80 4 inch` NA 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 , 7 inch 70 7 inch No Limit 3 Intermittently operating Bathrooms Kitchens 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm Effective 7/01/01 TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. Washington State Ventilation And Indoor Air Quality Code 13 Required Flow (CFM) Per Table 3-2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter Maximum L engt h Maximum Number of Elbows 50 - 80 6" 7,, 20' 3 80 - 125 7,, 8" 20' 3 115- 175 8,, 10" 20' 3 170 - 240 9,, 11" 20' 3 Supply Fan Tested CFM at 0.40" WG Specified Volume from Table 3-2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter 50 — 90 CFM 4 inch 5 inch 90 - 150 CFM 5 inch 6 inch 150 - 250 CFM 6 inch 7 inch 250 - 400 CFM 7 inch 8 inch • • • Effective 7101/01 TABLE 3-5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 1. For lengths over 20 feet increase duct diameter 1 inch. 2. For elbows nuntering more than 3 increase duct diameter 1 inch. TABLE 3-6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING Washington State Ventilation And Indoor Air Quality Code 17 1PJ 00900D c' qth nsibili Scpt7 %O r 6dsre ieLr.&er q 9 73,a3scirr 3 , q CAUEP4tfa 6.6.4 51-76 401 (i-r < - 3) / "he r 76 2/04R V I. or Zb HdAinx 1 -7-g$ s.' xr ih(r Thee lila s h et Works D artment f .City standa omissions 'which: do not adopted standards or or n for the adequacy of the di designer. Additions, deletio drawings after this date wil and will require a resubmi for subsequent approval. l?in rs .33ILT FErJce iewed by the P1 rmance witr curr ors w1 isions to these oid this acceptance f revised drawings Final acceptance is subject 4o field inspectiolf the Public Works utilities ' pectoi,., Date: 4 , $y: ‘ p `� (0 ;alit()) SoiL,s t . AGE lc.s a cvgeI:› , ✓isciori/ Si vr2° catioe6o lnls LAND4a7p G ® /b a C wift 36 - s yds 3 6 t 5 ars 50)r. ?D bal j v pio a ',..3 WILA i/61 5 9..uor ai 7. . yJ 1 w tt 6 00 O` wI- W u. 1--W z F Wo ui n o co 0 O F - : ILI U tL O ui z Test Hole No. 1 1. 3: z s1u•4) 2. /J'.a..•v 3. 3 ; r.s• ∎.%1.. Permit Number Owner Name Project Address Contact Phone Number Place additional test results on the back. Contractor or Owner's Signature P /pubworks /forms /percolation test directions Percolation Test Results bblic Works Department City of Tukwila Timed Test Results rr 4Fetee 1 L1 %1 /91x. ye. aaa — .266 x /033.. 2- 560 Test Hole No. 2 1. 3: to 2. • 3: /0 Mt") 3. 3 : is A4 •:.-) I certify that I conducted or witnessed the Percolation Test Procedure as stated in the City of Tukwila "Percolation Test Procedure" handout and the timed results as stated above are correct. /d/7 Date CITY OF OCT 18 2001 PERMIT CENTER P4ge 2 Do1 '7q REED &ASSOCIATES, PS Civil & Structural Engineering 8311 212th St. SW, Edmonds, WA 98026 Office (425) 778 -2793 Fax (425) 775 -2073 STRUCTURAL CALCULATIONS FOR: Powell Homes Sherrill Residence Lateral design of a (1) -story SFR NOT VALID WITHOUT A WET SIGNATURE WENDELL E. REED, PE, CBO FILE COPY DATE: 8/13/01 R &A JOB #: 01 -455 CITY OF SEP 12 2001 PERMIT CENTER DOl- ?'I'{ tai) REED & ASSOCIATES, PS 8311 — 212 STREET SW EDMONDS WA 98026 PH: (425) 778 -2793 FAX: (425) 775 -2073 Date: 8/13/01 Client: Powell Homes Attention: Todd Powell Subject: Structural review letter per RCV 18.43.0070 Reference #: 01 -455 To Whom It May Concern: This letter confirms that Reed & Associates, PS, has verified the subject, plans, and structural adequacy for the following items as they are initialed and on which the wet review stamp appears: b5 Sincerely, 1 J(ragWraFdesign. 2 Wendell E. Reed, PE, CBO Reed & Associates, PS .vi •-s.a •e u.'. S, •. - , - .a• w . • 3) Lateral design per calculations, notes, sketches and schedules. If you have any questions, please contact our office. Lateral Analysis by: Scope of Project Design Criteria What is the Wind Exposure? (1) "B" or (2) "C" What Is the Pressure Coefficient? What is the Wind Importance? REED & ASSOCIATES, PS Civil & Structural Engineering 8311 212th St. SW, Edmonds, WA 98026 Office (425) 778 -2793 Fax (425) 775 -2073 A lateral analysis and design of a One story Single Family Residence. Roof : Walls : Floors : R L: =25•psf W D:= 10.psf F L:= 4 0•psf D:= 15 F D:= 10•psf Wind Analysis "Method 2" What is the Wind Speed? (70) "70 mph" (80) "80 mph (90) "90 mph" (100) "100 mph" FROM THE UNIFORM BUILDING CODE USED WITH PERMISSION C =1.3 I w : =1.00 q s = 16.4°psf 710 COLOR BY Ti-w DISASTER CENTER Client: Powell Homes Project: R &A #01 -455 Sherrill Residence Calculated By: DSF, E.I. (1) 2 : =1 70 Miles per hour It BO Miles per hour 90 Miles per hour �.� luu !*riles per hour o p nu Miles per hour • 120 Miles per hour 1e frkpprial Wind SpAPr1 7.nnR P 15: =C e15•C q'q s'i w P 20: =C e20'C q'q s'I w P25 = ce25' 0 q•gslw P 30: =C e30•C q'q s'i w P 35: =C e35'C q•q s'i w P 40 : =C e40'C q'q s'i w 4) 1 =80 Design Wind Pressures 8/13/01 P 15 = 13.2°psf P 20 = 14.3°psf P 25 = 15.4°psf P 30 = 16.2°psf P 35 = 17. l °psf P 40 = 17.5°psf Roof SAfr 35 : =0 SAfr 30 : =0.ft2 SAfr 25 : =1 .ft SAfr 20 := 70•ft SAfr 15 :=4601t Seismic Analysis Building Dimensions: Calculate Building Masses: Mass of Roof and Tributary Walls E : =V B h. - Wind Analysis "Method 2" (cont.) Diaphragm Sail Areas: Front/Rear Direction Roof Diaphragm V r.fr = 7057.9' lb A r 3646.ft Area of the Roof in Square Feet H 1 8 .ft Height of First Story Walls Calculate Lateral Forces: Using the Upper limit for Base Shear; Assume Soil Type SD for Seismic Zone 3 Base Shear: c a : =0.36 Check Redundancy; Assume p = 1.5 p : =1.5 E v : =0•Ib E max : =P•E h+E v E max = 12688.247gb 01 -455 1SL (M2EW- dsf).mcd Mt Ar'Ro + H1 .0.5 1b Side /Side Direction Roof SAss 35: =0.ft SAss 30 : =0 .ft SAss 25: =1 .ft SAss 20 :=6541 SAss 15:= 640dt Shear Forces Front/Rear Direction Shear Forces Side /Side Direction Roof Diaphragm L.1 b • 442 .ft Length of Wall on the First Floor H RJ •• 1 .ft Height of Rim Joist 2.5.c a .1 I =1.00 V B : R M V r.ss = 9368.41h V B = 11842.364gb ; o - r.arr. M t = 72370°1b . r: c 8113/01 Page 2 Code Design Lateral Shear Forces: Roof diaphragm FR := "Wind" if V r.fr >E max I "Seismic" otherwise FR = "Seismic" SS = "Seismic" 01 -455 1SL (M2EW- dsf).mcd Summary of Lateral Forces Seismic ( Either Direction) Wind (Front/Rear) Wind (Side /Side) E max = 12688.2ob . V r.fr= 7057.9.1b V r.ss= 9368.41b Does wind control in the Side /Side direction? Does wind control in theFront/Rear direction? Ss := I "Wind" If V r.ss> E max L ss : ° "Seismic" otherwise (Front/Rear) (Side /Side) 4' FR = 12688.2. lb 4' SS = 12688.2 When calculating the overturning forces due to WIND, UBC 1621.1 states that while calculating the base overturning moment (due to wind), ..., the calculations shall not exceed two thirds the dead -load- resisting moment. L := 10.667 if V !Jr) E max 1 0.85 otherwise Lf = 0.85 0.667 if V r.ss> E max 0.85 otherwise L ss = 0.85 8/13/01 Page 3 Shear Wall Design Front/Rear Direction N : =0.82 Hem Fir reduction TW FR : =100 FR = "Seismic" Calculate LateralForces: Shear per linear ft: Factored shear per linear ft: Calculate LateralForces: Shear @ Wall Line: Shear per linear ft: Factored shear per linear ft: Wall Line - (1) TW 1 =39 L1 =17•ft Shear @ Wall Line: V 1 = 4948.4gb v 291.14 n 1 = 355°plf Shear Wall Design Side /Side Direction Wall Line - (A) TWA : =45 L A.: =57•ft SS'TW • V A : __ _V A v . E71/4 A. N FR'TW 1 TW FR V A = 5709.71b V A = 100.2 1 A = 122.2 -pIf TW SS : = 100 01 -455 1SL (M2EW- dsf),mcd Wall Line - (2) TW 2 : =50 L 2 : =31.5•ft FR•TW 2 V2. _ TWFR _V 2 v 2 "22 2 v 2 = 6344.101b v 201.44 n 2 = 245.6°plf Wall Line - (B) TW B =10 L B : =26.ft SS'TW B VB . _ TWSS = 48.8 - Wall Line - (3) TW =11 L 3 : =8.ft yj FR'TW 3 V3._ . - v n3 N V 3 = 1395.7 ib 5o I 3 = 212.8°plf Ss= "Seismic" Wall Line - (C) TW : =45 L c : =22.75•ft VC. TW SS 4' SS C V B = 1268.80b v c = 5709,70tb vC =251_ b ft n B = 59,5 pif n C = 306.1 plf Table 23- 11 -1 -1 8/13/01 Page 4 • n 01 -455 1SL (M2EW- dsf).mcd Overturning Moment Introduction and Sample Calculation TA,2 0.Ib The following example is to illustrate the calculations used to determine the overturning forces imposed upon a shear wall under design forces. The shortest individual panel length on a grid line. w 5 .ft L H mot W' H mot'w'W D+ T f'w D+ T r'w'R D P: Lo'Tr2 + L0.Hmot'WD + Lo'Tf2'FD TA •= The design force applied at the top plate of the shear wall of interest. This is calculated as the unit force (plf) in the wall multiplied by its length, representing the design force applied. V V AV v = 500.9 lb T r 0 .ft Tributary Width of Roof supported by the wall T f . " 0.67 .ft Tributary Width of Floor supported by the wall T r 2 : 0•ft Tributary Width of Roof supported by the uplift section T f2 0.67 it Tributary Width of Floor supported by the uplift section Resistance to the design force applied comes from the dead load existing in the structure. The following variables define the tributary width of Roof and Floor loads that act at this level. Dead loads from the level above, for example, are neglected as they were already considered in the calculations for the wall above. The tension from the wall above is added directly to the wall being calculated. The level at which the design force is applied, (top plate) was defined previously for the seismic mass. In the event that the plate height varies through sections of any given level, the height can be redefined to reflect the actual condition. H mot H 1 Height of Wall H mot = 8 ft In order for a wall section to experience uplift, adjacent wall must be lifted as well. Assuming a 45 degree failure from the top plate, extending away from the shear panel, the equivilent length of wall to be lifted is assumed to be one half the height of the wall, based on the area of wall lifted. We refer to this as the Uplift Section. Length of wall resisting uplift during overturning L o = 4 ft The dead Toad of the wall consists of contributions from the roof, floor, and wall. The dead Toad of the uplift section also consists of contributions from the roof, floor, and wall. An overturning moment is calculated by summing all forces about the compression corner of the shear panel. The result is the tension required to resist uplift. Note the tension (T7) that is applied from the wall above. Top story wall calculations do not have an overturning tension from above. [(V)•Hmot +T Lss' 'W—Lss'P•w w TA = 322.3lb w= 4 33.5 -Ib P = 346.8°ib Although not shown on the following pages, these same equations follow each set of data for each wall. They were placed in a minimized area of the calculations to shorten the calculation package, note the arrow and text "Overturning Calculations ". At each of these locations, calculations (as above) are performed. 8113/01 Page 5 a 0 10 01 -455 1SL (M2EW- dsf).mcd Check Overturning Moment Front/Rear Direction Wall Line Width Shear Wall Ht Roof Roof Adi Floor Floor Adi Uplift Force (1) w: =4•ft v : =v 1 H mot :=H 1 T =4•ft T Tf: Tf2: =0•ft Overturning Calculations (2) w :=6* v :=v H H T r :=0 .ft T 0 •ft T 0 •ft T f2:=0 .ft T 1 = 287.701b 2 mot' = 1 r•' r2' = f' f2' Overturning Calculations (3) w: =4•ft v :=v H =H T 2•ft T =14•ft T 0•ft T 0•ft T2= 1.91.811) 3 mot: 1 r• r2' f'O f2'= Overturning Calculations Check Overturning Moment Side /Side Direction 0 Overturning Calculations Tributary Area of: Tributary Area of: T3 = - 171.30b Wall Line Width Shear Wall Ht Roof Roof Adi Floor Floor Adi Uplift Force (A) w: =14•ft v: =v A H mot : =H1 T : =4•ft T : =4•ft T : =O•ft Tf2: =0•ft (B) w : =26•ft v : =v B H mo t :=H 1 T r : =14•ft T =2•ft T f : =0•ft Tf2 : =0•ft TA=- 1022.8gb Overturning Calculations T g = - 3424.4gb (C) w: =4•ft v: =v H mot : =y1 T : =4•ft T =4•ft T =0•ft Tf2 : =0•ft Overturning Calculations T � = 287.7gb 8/13/01 Page 6 01 -455 1SL (M2EW- dsf).mcd Shear Wall Load Summary Front/Rear Wall Line Total Shear Actual Shear Capacity Req'd Call -Out Uplift Force Call -Out (1) v 1 = 4948.4°Ib v 1 = 291.1° n 1 = 355°pif SW -2 T 1 = 287.7°lb T -not req'd (2) v 2 = 6344.1Mb v 2 = 201.44 n 2 = 245.6°0 SW -1 T 2 = 191.8°lb T -not req'd (3) V 3 = 1395.7Mb v 3 = 174.5 4 n 3 = 212.8°plf SW -1 T 3 = - 171.3°Ib T -not req'd Side /Side Wall Line Total Shear Actual Shear Capacity Req'd Call -Out Uplift Force Call -Out (A) v A = 5709.7wb v A = 100.2 ° ,1 A = 122 SW -1 T A .-1022.801b T -not req'd (B) v B = 1268.8°lb v B = 48.8 i n B = 59.5' pif SW -1 T B = 3424.493 T -not req'd (C) v c = 5709.7 v = 251, . lb c = 306.1 SW -2 T C = 287.7c1b T -not req'd Shear Wall Requirements SW -1 Use 7/16" OSB w/ 8d @ 6 Edge 8d @ 12 Field -Or- Capacity (260p1f) Holddown Requirements No Hold -downs required Use 7/16" L -P Smart Panel w/ 8d © 4 Edge 8d © 12 Field Capacity (260p1f) SW -2 Use 7/16" OSB w/ 8d @ 4 Edge 8d © 12 Field Capacity (380p1f) -or- Use 7/16" L -P Smart Panel w/ 8d @ 3 Edge 8d @ 12 Field Capacity (380p1f) 8/13101 Page 7 U sig Connector Spacing: Shear Walls 1 2 Roof Diaphragm Check Shear Flow Connectors Capacity (Hem -Fir) For 16d Nails. z 1 1544b For 16d Slant Nails z 1284b For Simpson A35 Clip z 3 505•ib For Simpson H1 Truss Connector z 402•Ib For Simpson H3 Truss Connector z 5 373 •lb For Simpson DTC Clip z 111 •ib For 1/2" Diameter Anchor Bolts z 7584b For 5/8" Diameter Anchor Bolts z 8 1103•Ib 16d nails • 9 6.3 16d slant nails 7.5 5.2 29.6 20.5 A35 Clips Z _ ; 23.5 16.3 • cin H1 Clips 21.8 15,2 H3 Clips 6.5 4.5 DTC Clips 44.4 30.8 I 1/2" Anchor Bolts 64.6 44.8 5/8" Anchor Bolts For the Roof Sheathing shown, calculate the minimum depth of the diaphragm: 7/16" OSB (48/24) Front / Rear Roof Sheathing w/ 8d Nails at 6" O.C. Edges 8d Nails at 12" O.C. Field Wall Line Any Case" HF #2 Cap= 140plf V1 D1 140.01 01-455 1St. (M2EW- dsf).mcd Minimum Depth D 1 = 35.3 ft V2 D2 = 45.3 ft 140.0f V3 D 3 140 •plr D3= 10 ft Shear Wall Capacity (Hem - Fir) SW 1 250•plf SW 2 360•plf Wall Line Minimum Depth (A) (B) (C) Side/Side VA D A 140.0 VB 140•plf V C 140.0 8/13/01 DA =40.8 ft DB = 9.1ft DC = 40.8 ft Page 8 ( 4%1 r 01-455 1SL (M2EW-dsf).mcd Check the answers given to the input questions asked What is the Wind Speed? (70) "70 mph" (80) "80 mph (90) "90 mph" (100) "100 mph" What is the Wind Exposure, (1) "B" or (2) "C" Seismic ( Either Direction) Wind (Front/Rear) Wind (Side/Side) V r f r = 7057.9•11) SS = "Seismic" ss . 12688.2 lb v - 9368 4 r.ss = • Please note: These calculations were not performed by a "program". This series of calculations was made on Mathcad, a mathematical software package that allows an individual to "type" their equations. It does do the arithmetic functions asked, but the equations and input are edited to reflect the existing condition just as one would on paper. Our hope is that they are more ledgible and simple math errors are reduced. If you should have any questions or comments that may be helpful to us or yourself please contact our office and refer to the project engineer whose initials are located on the front page of these calculations. a) 1 = 80 2 1 8(13/01 Page 9 PANEL GRADE ' MINIMUM NOMINAL PANEL THICKNESS Inch) . PANELS APPLIED DIRECT TO FRAMING PANELS APPLIED OVER 1/T OR 5/8 GYPSUM SHEATHING MINIMUM NAIL PENETRATION IN FRAMING (inches) Nail Sze (Common a Nails Spacing at Panel Edges (h.) Nal Size (Common or Nails Spacing at Panel Edge (in.) Galvanized Box) 6 4 3 2' Galvanized Box) 6 4 3 2' . ?: 1.1/4 r 6d 1 " t 200 ;300 r 390 r510 : ,390 8d 200;, 300 s 510 ORIENTED STRAND BOARD STRUCTURAL I RATED SHEATHING EXPOSURE 1 1 -i /2 . t 8d 230' 960' 460 ^ • 610' 10d 280 430 550' . i ., •,. 730 : • 7H6 255$ 3O5° 5055 '670+: ;; , ,;, 280 $ 430, 550 '730 :;, 15/32 1 -5/8 340 :,:510. 665' 70!: 87o - - - ORIENTED STRAND BOARD RATED SHEATHING EXPOSURE 1 fi/16 v: 1 :. ' ).: 6d 4,t ,Sc1 1= .+ 180 270'; 350 - °45Q'. 8d '': 270 1, 350 450 J { �v <3/8 ; . s •. > >„ 200 300'.': 390 510 .200' - 300 390 i' 510 �8 11/2 } ; . z . 8d � 220 240 260 320 , 350 '.!380:' 410$ 450 490 :' 530'.: 5851 ." i 640 ' 10d 260 380 490': ... 640 7 116. . T. 1 513 2.5 . : . 1.5/8 Y 10d r .. 310 460 600' . 1 770. • . - H I ,f . E.. r.y7.-"::-..... - t 19/32+ '; 340 510•. 665' ` 870' , RATED PANEL SIDING -may * 16t'? ,.; 1-1/4 6d .' : 180 270:: 350 .450'; 8d ;'160 270 350 450 r 3/8`.i ;` 200 300:! 390 ` . °510: , 200 ' . 300 • 390,'' 510 : '3/8 i ` ; , i 8d i t '. :..: 220 ;1, 410 > 630 280 i ". :: 380 480!' 640 ' ;:.'.,7/165' :,. .;, 1.1/2 240 .350'.*. 450 °585'; - 10d t1: 3 2` ?; 1-5/8 , h ' , l Od; `:. 340 .510;.; 865' 870, - +/P!: - - • Page 7 of 8 For Sl: 1 inch = 25.4 mm, 1 lb./ft. = 14.6 N /m. TABLE 4— ALLOWABLE SHEAR (pounds per toot) FOR L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING NER -124 For Iraming of other species: (e) Find specific gravity for epodes of lumbar In the AF&PA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade), (c) multiply this value by 0.82 for species with specific gravity greater than or equal to 0.42 but loss than 0.49, or 0.65 for species with specific gravity less than 0.42. ✓ All panel edges backed with 2 -inch nominal or wider framing. Panels shall be installed with their long dimension oriented in the vertical direction, except that It Is permitted to orient the long dimension of sheathing panels In the horizontal direction. Space nails 6 Inches o.c. along Intermediate framing members for 3/8 -Inch and 7/16 -Inch panels Installed on studs spaced 24 Inches o.c. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. • The values are for short -time loads due to wind or earthquake and shall be reduced by 25 percent for normal loading. ' Framing al panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 Inches o.c., and whore 10d nails having penetration into framing of more than 1.5/0 Inches are spaced 3 Inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing shall be used whore full nailing surface is available and nalls are staggered. 5 Shear values shall be increased to values shown for 15/32 -inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 Inches o.c. or (2) panels are applied with long dimension across studs. u Panel thickness at point of nailing at panel edges determines applicable shear values, except 7/10 -inch and 19 /32- Inch -thick panel sidings nailed at shiplap edge use 3/8 Inch shear values. r Shiplap edges shall be double nailed: one nail shall be placed In the underlap and a second nail shall be placed In the overlap at the nail spacing specified tar the applica- ble shear value. 5 ■ %.Vel .� MOM •r / ` \i1.: //ti %�1 /.NY.�Vr .. %�y/�yy� //�. r %�%: r::.e •r.t•rrr+�. f ��%i_���Ls. .'tom✓/ `➢•a. x'. r-i ..-r +a s a�eea. 1.4iZGWP ' 1 cf:�i��%r --- �'�y ^� ^ri -" ^"fit - -_ - - -- .. _ .. _ . ;�2��/�Gr.:�':�. ✓�`%l�.c -- - - - - % a� Li. 4.44v 4D. 13 F `-4-FIFh�'� ' • •nog • e ,. . tee - , '1° } Vit. iai.IlS + M '`tL�i'BA. S' `.` S 1V1 i1 'M3i�iii 1.1.QYAL \ \ \ • \ - �� • V EERtLL Wog i i v J t1 I' -e,q, 4` - d ° I, `- • ■i �,� .0- 7Lci II i-.'''''. ^C \ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RECEIVEn AUG 0 3 2001 REED &.ASSOCIA T E • 1.. E7 60-114-0 lob - 935 - "5g3 (. J J=J • - • tt' . SHEAR WALL SCHEDULE *see note: (2, 5, 6, 8, 9, 10) Date: 8/13/01 Reed and Assoc. #: 01-455 USING COMMON NAILS *(5) SHEAR TRANFER *(6) MARK SHEATHING - APPLIED TO 2x HF STUDS @ 16 "o.c. U.N.O. BELOW EDGE NAILING (field nailing @ 12" o.c. u.n.o.) BLOCKED BASE NAILING NG RIM JOIST - TOP /SILL PLATE CONNECTION ROOF FRM'G - TOP PLATE CONNECTION SILL PLATE ANCHORS w/ 2" x 2" x 3/16" WASHERS *see note (10) SW -1 7/16" OSB 8d @ 6" o.c. 16d @ 8" o.c. A35 @ 24" o.c. *note 6 5/8" dia @ 60" o.c. SW -1 7/16" L -P SmartPanel 8d @ 4" o.c. 16d @ 8" o.c. A35 @ 24" o.c. *note 6 5/8" dia @ 60" o.c. SW -2 7/16" OSB 8d @ 4" o.c. 16d @ 6" o.c. A35 @ 16" o.c. *note 6 5/8" dia @ 42" o.c. SW -2 7/16" L -P SmartPanel 8d @ 3" o.c. 16d @ 6" o.c. A35 @ 16" o.c. *note 6 5/8" dia @ 42" o.c. HOLDDOWN SCHEDULE (Simpson u.n.o.) *see note: (1, 3, 4) Date: 8/13/01 Reed and Assoc. #: 01-455 MARK HOLDDOWN / STRAP FRM'G ANCHORAGE (2) -STUDS MIN U.N.O. HOLDDOWN ANCHOR BOLTS COMMENTS REED & ASSOCIATES, PS OCivil & Structural Engineering 8311 212th St. SW. Edn s. WA 96026 Offioe (425) 778.2793 Fax (425) 775.2073 SHEAR WALL & HOLDDOWN NOTES: 1) Locate holddown at each end of shearwall 2) Cripple wall and Gable End const same as SW above or below, respectively 3) Extend foundation down as req'd to receive holddown anchor embedment 4) Threaded rod and coupler as req'd 5) [8d =0.131 "0x2%2 "] [10d= 0.148 "0x3 "] [16d =0.162 "0x31/2"] 6) Roof: H1 Clip @ ea truss or A34 @ 24" o.c. to gables; u.n.o. Floor. A35 or A35F @ 24" o.c. @ rim /plate u.n.o. 7) Min (2)- 2x studs lam'd w/ (2)- 16d @ 6" o.c. at abutting panel edges 8) Use 10d commons when panels are applied over G.W.B.; not allowed w/ 19/32" sht'g 9) Sheet nailing SHALL NOT penetrate past flush with surface 10) Install anchor bolts within 12" and no closer than 7" of ea plate break and holddown anchors NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. April 26, 2002 Powell Homes P.O. Box 98809 Des Moines, Washington 98198 Attention: Mr. Todd Powell Subject: Dear Mr. Powell: Surface Conditions Downspout Trench Single Family Residence 14434 46 Avenue South Tukwila, Washington Earth. Consultants Inc. GeotechnlcaI Engineers. Geologists & Environmental Scientists PVISION N0, z E -9958 RECEIVED CITY OF TUKWILA MAY 10 2002 PERMIT CENTER This letter presents the results of our field exploration to evaluate the possibility of using infiltration of dispersal trench to dispose of stormwater at the subject site. Based upon our field explorations and laboratory analysis, we recommend connecting downspouts into the existing street drainage system instead of an onsite infiltration or dispersal trench. We conducted a field survey on April 18, 2002 to evaluate surface and subsurface conditions for purposes of either infiltrating or use of dispersal trenches for a single - family residence lot. At the time of our survey, the single - family residence was currently in construction. It is our understanding a surface water trench system was designed for the east portion of the site, along the east property line. As mentioned, the residence is presently under construction. Most of the exterior work is complete. The yard and driveway areas were within final grades and the yard was not re- vegetated. The lot slopes east from 46 Avenue South at approximately a 5H:1V (Horizontal:Vertical) and approximately 3 feet high. The low point of the lot is at the northeast corner. This is also the low point for the adjacent properties located north and east of the subject lot. C ORRECTION 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 C . c ' �µG .5...::.1.:,� „.5.ae..r' .a. �..t..r.r,.�. «i.a:ir:'.Pi�`:`•.'i. .. ccc J U; U 0 .. N O tu V) w • W w 0 L co w . z � o z w : U ' Ill al H � : o . z Powell Homes April 26, 2002 Subsurface E -9958 Page 2 A total of 4 test pits were excavated within the property limits. Three (3) of the test pits were excavated within the proposed stormwater trench area. The test pit excavations extended to a maximum of 5 feet below existing ground elevations. In general, soils encountered consisted of native, brown to gray medium dense sandy silt and silty sands (USCS soil classification (ML) and (SM), respectively) underlying approximately one and one half (1.5) to two (2) feet of brown, loose to medium dense silty sand fill (SM). Moderate to heavy seepage was encountered approximately 1 to 2 feet below existing grades, along the contact of the fill and native soils. Results and Recommendations Laboratory analysis was performed on representative soil samples within the stormwater elevations for classification and textural analysis. The laboratory results, indicate soils contained between 45 to 60 percent fines (passing No. 200 sieve). Textural analysis, based upon the USDA soils classification, soils encountered were gravelly silt loams. In accordance with section 5.1.1 of the King County 1998 Surface Water Design Manual, the soils observed on site are not suitable for infiltrating or use of infiltration trenches. Additionally, based upon sections 5.1.2 of the King County 1998 Surface water Design Manual, and C.2.4.3 (Appendix C Small Site Drainage Requirements) we do not recommend use of a surface water dispersal trench. As previously stated, the proposed trench system is on the east side of the subject property and within a topographic low of adjacent east and north properties. In combination of the surface elevations and observed moderate seepage within the test pits, the trench and surrounding area would most likely be saturated most of the year. Earth Consultants, Inc. Kathryn C. Schalk Staff Geologist Powell Homes April 26, 2002 Respectfully submitted, EARTH CONSULTANTS, INC. Kyle R. Campbell, Manager of Geotec KRC /KCS /jme [EXPIRES h I I e) ( u'I-- 1 3 0Z Earth Consultants, Inc, E -9958 Page 2 Based upon the surface and subsurface site conditions and laboratory analysis, it is our recommendation downspouts and other surface water controls within the single family residence lot be connected to existing street storm water systems. Private Sump Pump Station Sizing and Calculations 14434 46 Avenue South Single Family Residential Project These plans have been reviewed by Works. Department for conformance City standards. Acceptance is subject omissions which do not authorize violati adopted standards or ordinances. The respon for the adequacy of the design rests tc designer. Additions, deletions or revision i ese drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject the Public Works utilities Date: to field inspection inspector. ._prepay. City of Tukwila ch 19, 2002 y: JED : 02884 Duncanson Company, Inc. 145 SW 155 ` Street, Suite 102 Seattle, Washington 98166 (206) 244 -4141 REV/S!OAJ AO, ..- •....nA rni'l RECEIVED CITY OF TUKWILA MAR 2 2 2002 PERMIT CENTER Dot- 27 z re Li v 6 -l U O; 10 CI: N W W=: J 1-: N LL W N om. ? _ W W 2 a4 ,O O W ur w ,, z • drawing Flow Frequency Analysis Time Series File:exist.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.180 0.123 0.221 0.107 0.135 0.188 0.174 0.390 Computed Peaks 4 2/09/01 2:00 7 1/05/02 16:00 2 2/27/03 7:00 8 8/26/04 2 :00 6 10/28/04 16:00 3 1/18/06 16:00 5 11/24/06 3:00 1 1/09/08 6:00 Existpks Page 1 Flow Frequency Analysis - - Peaks - - Rank Return (CFS) Period 0.390 1 100.00 0.221 2 25.00 0.188 3 10.00 0.180 4 5.00 0.174 5 3.00 0.135 6 2.00 0.123 7 1.30 0.107 8 1.10 0.333 50.00 Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 1 7 50% tioo .5I 02-' • (3Y' r3' -9 Ave S.. e REs►r, `NET WELL VoLu &t VESlcuEc To 1=1) MP it 2 YEAR- Ftii K- RATE M 114. 2. 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O co tO '0,— W W' • U '. — o Z U N p 1 Z SPD5OH/ 1 OOH Submersible Effluent Pump • Septic Tank Effluent • High-Capacity Sump • High-Head Dewatering If HYDROMATIC® Pentair Pump Group SPD1 00H Shown SPD5O14f100H - Wbmersib('e Effluent & FEATURES The Hydromatic SPD5OH /100H submersible pumps are specifically designed to meet the demands of septic tank effluent applications that require a "high- head ", dual -seal pump. The SPD50H has a powerful 1/2 horsepower motor, while the SPD100H comes with a 1 horsepower motor. Both pumps are standard 2 inch NPT discharge pumps, with 3 inch versions optional, and available in automatic and manual configurations. The SPD50H can handle capacities up to 110 gallons per minute and heads to 50 feet, while the SPD100H handles capacities up to 140 gallons per minute and heads to 63 feet. These pumps features a high - quality cast iron pump volute, motor housing and seal housing con- struction that help to ensure a long service life. The pump's non - clogging, two -vane, cast iron impeller, which is threaded to a stainless steel shaft, is capable of handling up to 3/4 inch spherical solids — providing long life in demanding applications. A seal - failure sensor probe (for connection to a seal failure alarm) is standard on three -phase units and available as an option on single -phase models. Two carbon- and ceramic -faced mechanical shaft seals are mounted in tandem to provide double protection against water entry for a long, leakproof life. The SPD50H /100H's oil- filled motor provides superior cooling characteristics, allowing the motor to run cool and quiet for years. This oil- filled design also provides permanent lubrication of the shaft bearings, minimizing maintenance and extending the service life of the pump. In addition, to protect against overheating, the motor windings contain an automatic reset thermal overload protection located in the accessory control panel. Automatic models (1/2 HP) feature the exclusive Hydromatic diaphragm pressure switch, which provides proven reliability in installations where a float might hang up. It also incorporates a unique piggyback plug arrange- ment, which allows for simple conversion to manual opera- tion by simply removing the switch SPD100H Shown Page 2 E {. (......i.ra, n}f6.r• `e ^. %J I d +,wl+;' f 4A ; rAti:l; f s i' <`tiw k4sap C�d%st4 SPD50H Shown I HYDROMATIC® Pentair Pump Group SPD5OHITOOH - Submersible Effluent Pump plug and inserting the motor plug directly into the electrical outlet. The SPD5OH /100H are completely submersible, "high- head ", dual -seal pumps for use in septic tank effluent applications. Automatic models (1/2 HP) feature the exclusive Hydromatic diaphragm pressure switch with piggyback plug -in arrangement. Proven reliability for automatic operation in installations where a float might hang up. Switch is easily serviced and may be disconnected for manual operation. BENEFITS A. Water- resistant power cord has a compression -fit connection and an epoxy potting for double protection against water entry. Lengths of 10 and 20 feet are available with molded plugs, depending on model variations. B. Oil- filled motor provides superior cooling and permanent lubrication of bearings, minimizing maintenance and extending service life. C. 1/2 or 1 HP capacitor -start motors provide maximum starting torque. Motor windings contain automatic thermal overload protection (1o). D. High - quality cast iron construction of pump volute, motor housing and seal housing provide long life. E. Upper radial- and lower thrust bearings are heavy -duty, single -row ball bearings that are permanently lubricated for service -free life. F. Discharge is standard 2 inch NPT (3 inch is optional) G. A seal - failure sensor probe (for connection to a seal failure alarm) is standard on three -phase units and available as an option on single -phase models. H. Two carbon- and ceramic -faced mechanical shaft seals are mounted in tandem to provide double protection against water entry for a long, leakproof life. I. The non - clogging, two -vane, cast iron impeller, which is threaded to a stainless steel shaft, efficiently handles up to 3/4 inch spherical solids — providing long life in demanding applications. J. Bottom inlet has no screen to become clogged, providing optimum pump performance and minimal maintenance. HYDROMATIC® Pentair Pump Group Page 3 3Y`e iC3iwRr+y tt�1t'SnriS1.3} �4J,'" l a <�SV. h dti�'v 'v ni: kiJiRYIK+:rl(n - u arcA "sc4 a<4 R axxS: ' Pump /Motor Unit Submersible Manual Models (50) MI MH2 [MH6 MH4 MH5 Automatic Models AH1 AH2 r - - Horsepower 1/2 Full Load Amps _ 14.01 7.0 14.0 11.8 1 1.5 Motor Type Capacitor Start JThree -Phase R.P.M. 3450 Phase 0 1 3 Voltage 115 230 200 460 575 Manual Models (100) MH2 MH6 MH3 MH4 M5 Automatic Models AH2 - - - - Horsepower 1 Full Load Amps 9.9 5.5 1 5.2 12.5 1 1.5 Motor Type Cap. Three -Phase R.P.M. 3450 Phase 0 1 3 Voltage 230 200 1 230 1 460 1 575 Hertz 60 Operation Intermittent Temperature 140 °F Max Fluid Temp. NEMA Design B Insulation Class B Discharge Size 2" NPT (3" opt.) Solids Handling 3/4" Unit Weight 73 lbs. Power Cord: SPD50H 4/3, SJTW -A, 10, 115V 115V =10' (20' opt.) -16/3, -A, lo, 230V= 20' std. std.-16/4, STW -A, 230V, 460V or 575V =10' std. (20' STW -A, l o, SPD100H 16/3, opt.) -14/4, STW -A, lo 230V =20'std: 16/4, STW STW -A, lo, 230V =20' std.-18/5, STW -A, 3o, 200V, 1o, 230V =20' =20' std. Handle Steel Lubricating Oil Dielectric Oil Motor Housing Cast Iron Seal Housing Cast Iron Pump Casing Cast Iron Shaft Stainless Steel Mechanical Shaft Seal Seal Faces: Carbon /Ceramic Seal Body: Brass Spring: Stainless Steel Bellows: Buna -N Impeller Cast Iron Upper Bearing Single Row Ball Bearing Lower Bearing Single Row Ball Bearing Base Cast Iron Fasteners Stainless Steel SPD50H /100H - ivbmersibfe Effluent Pump Details Pump Characteristics Materials of Construction Performance Data Dimensional Data 4 -5/8 (117) 4 -1/8 (105) t 1 \ 18� 7 -7/8 41/4 _ (200) (108) 5-7/8 149) '1) J 2 NPT (51) ) All dimensions in inches. Metric for international use. Component dimensions may vary ± 1/8 inch. Dimensional data not for construction purpose unless certified. Dimensions and weights are approximate. On /Off level adjustable. We reserve the right to make revisions to our product and their specifications without notice. HYDROMATIC® Pentair Pump Group USA 1840 Baney Road Ashland, Ohio 44805 Tel: 419 - 289 - 3042 Fax: 419- 281 -4087 - Your Authorized Local Distributor - ISO 9001 Certified www.hydromatic.com CANADA 269 Trillium Drive Kitchener, Ontario, Canada N2G 4W5 Tel: 519- 896 -2163 Fax: 519-896-6337 Item #: W -02 -6130 12/99 10M CC4!Jti.iiWr')(a� ' }.�YI{�t "# ERR.K11i�1f A[.e �' ZL, i/4 9 Project Name: / �� Ar.iziL% /e 44.4, r Address: Residential Building Permit Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): ❑ I. ❑ II ❑ ill. ❑ Iv. ❑ v. ❑ vi. ❑ VII. ❑ VIII. 2. House Square Footage (HSqFt) ..23g? 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. ❑ b. Electric (forced air) /24 BTU /h per sq. ft. ® c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. 4. Equipment: a. Make yive b. Model VraDM 36 70 c. Size in BTU's '4 Dc O 5. Calculation /(HSqFt) Z36? (see line 2 above) BTU /h X 27 (see line 3 a, b, or c above) 6 y.s03 BTU Equipment Maximum Size PERMIT APPLICATION #: Applicant's Si 7/9/96 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 FILE COPY .that the Finn rt ,�,„ i � �.n!'" ,,, - Prescriptive Heating Sy - 10fit.b Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 Date: D�» .iq H -6 RECEIVED CITY OF TUKWILA is /•'. !�) f5 ( 1 ., . I i PERMIT CENTER sri ?;L'v: tttir` 'w Slk .. EfYs °a es!;A` ; r" Ytk, �ltv. �F. �. �su�; isccr�'rlaM�,'s"ra�t?r'.4x`4:i w 6 J o 00 (j) WI w 0 ' L a. I H = zF F— 0 z I-. o — o � w • w - iii z. U � 0 z ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM l l BATHROOM FAN 50 CFM ?Ji^Z OP J i 5 0 ,2.. l- 1M BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM ' LAUNDRY FAN 50 CFM __1_ ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) lb 80 CFM (3 BEDROOMS) 0 1 00 CFM (4 BEDROOMS) 4) 52e/.. .et.' 2 - 1 4 r l ❑ *Whole house fan also serves as a kitchen or bath spot fan: $ YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listed • Whole house fan wiring O Whole house fan shall 3 4V a. Sone rating 1 ' (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: lb YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: RECEIVED r;.. Central forced air furnace which delivers outside makeup air through the ducting system. OF TUK' CITY OF TUKWILA Permit Cente 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A. . FILE COPY Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and. (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 ILA SEP 12 2001 PERMIT CENTER Dot 27Tu x. if: ;igWv ;tA,V.,4!,,:,i1a %.;Gt `` .detra44641 e ", Z ' ,�:: ENRGYCOD.DOC 2/13/97 CHI `TER 6, PRESCRIPTIVE OPT NS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC AFUE Glazingmax: of floor U -value 2 Door U -value (R- value) Ceilings: with attics vaulted Walls: above grade below grade interior OR Floor exterior Stab on grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPTI OPTII OPT III OPT IV OPTV 0 0 0 0 > .78 • 10% 0.70 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 > .78 12% 0.65 0.40 (R -2.5) R-30 R -30 R -15 R -15 R -10 R -19 R -10 > .88 21% 0.75 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R =10 > .78 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 > .74 21% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 OPT VI* OPT VII* 0 0 > .78 25% 0.50 0.40 (R -2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 > .78 30% 0.45 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 * < two stories ' The " >" symbol means more than or equal to; " <" means Tess than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: CIT OF SEP 1 2 2001 PERMIT CENTER Dot 21'1 �• p` -. �.. I Si.. �,� t �.. �ud .iv�i.�icai'ti arra.11 «'.«'� � 4aiti7?�asi�utisarCt;'e±;u Ih "�`Wd11( 4.�a"sa.41146 z. w , J U U co w = J � u_ : wo Q � a_< = a w ; Z � I--0 ZI- 2 n O- CI H = U w Z O z April 4, 2002 Todd Powell 22528 Marine View Drive S Des Moines, WA 98168 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1— Revision #2 Development Permit Application Number DO1 -274 Sherrill Residence 14434 — 46th Avenue S Dear Mr. Powell: Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before Revision #2 to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D01 -274 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 .: w at.. J.' U'' btaali3i::.'..`', Ye SS;; ix� ;a #b:�i"�ii: 'nit'r'e �f' �yi;, 9h ;x4.i�t;3:atitrf.:A$ >�•.:�� +ii G�'�;�:YJ1u)t:tii� %t +� Project Name: Sherrill Residence 14434 46 Ave S D01 -274 04.03.02 File #: Date: Reviewer: CC: File Ryan Larson Ken Nelsen Projects /SFR /D01 -274 Sherrill CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS L. Jill Mosqu = = On October 18, 2001, the Applicant provided a signed percolation test indicating a perc. rate of 18 in /hr, 10 inches per hour greater than the recommended minimum rate. Based on that percolation test, the City approved infiltration for the roof downspouts. On Mar 26, 2002, the City received a revision to the approved plans, indicating both footing drains and roof downspout drains would go into an infiltration trench and then into a sump, which is pumped to the City storm drainage system in 46 Ave S. The Applicant did not provide justification or a reason for pumping storm drainage to the City system. The City adopted the 1998 King County Surface Water Design Manual for surface water design within the City. That manual specifies infiltration as the first choice for handling storm drainage, especially on small sites. An infiltration rate of 18 in /hr should be more than enough to allow all surface drainage to infiltrate. Following a site visit and discussion with Ryan Larson, the Senior Surface Water Engineer, you will need to provide more information before the City can approve a change in the drainage design and especially before it can allow the storm drainage to be pumped to the City system. 1. Please provide a feasibility evaluation per 5.1.1 and Appendix C of the 1998 King County Surface Water Design Manual. 2. Usually the City expects separation of the footing drains and roof downspout drains. In order to review a proposed combination, you will need to provide all details for both systems, including elevations along the system starting at the house and ending "at the end ". 1 (d<i.a;ii FROM : POWELL HOME BUILDERS FROM : REED & ASSOCIATES, P. S. 11/28/2001 Don Paige Powell Homes P.O. Sox 98309 Des Moines, WA 98198 Wendell E. Reed, PE, CSO FAX NO. : 206 824 -9030 `', Nov. 29 2001 01:53PM P2 FAX NO. : 425- 775 -2373 Nov. 29 2001 03:27AM P1 11 /1ti /U'I REED & ASSOCIATES, PS M Civil 6 Structural Engineering 8311 212th St. SW. Edmonds. WA 98026 Offico (415) 7%64793 Fax (828) 775.2073 1 yy 3,4 %d f1i5. Re: REA #01 -455 To Whom It May Concern: This office has determined that the 6' max pony wall along rear of the house shall be sheathed and have A.B: s installed per SW 2. No straps or ties are required at the pony. Foundation footings shall be widened 8" to 10" per Earth Consultants INC. field report dated 11/27/2001. In addition to this requirement, we have determined that these footings shall have (1) one additional #4 bar added. Should there be any questions or comments please contact our office. Sincerely, I RECEIVED DEC 202001 BUILDING DEPARTMENT C: \Documents and Settings \wendeu10 WendellW1. LTR (%).Doc FROP1-1 rOWJCEL I IOMC HU I LDER RECEIVED NOV ? 7 2001 COMMUNITY DEVELOPMENT 22528 Marine View Dr S / PO Box 98309 / Des Moines, WA 98198 (206) 824-8001 Phone / (206) 824 -9030 Fax FAX COVER SHEET Date: I (...Z 7,01 To: Dfi � .`,rSr•�1. 206 - Y3 /- 3665 From: etR i, UL(L Message: fAX NNG. s 20G 024-0050 DEVELOPMENT+ CONSTRUCTION # pages: cc 3 Nuv. 2? 2ooi-o atrr Pi 09/- z � POWELL /pc- including cover re: East CotSJL+D.4 l-s - Fe(6(.l70.pa/d-- c''(ksj I `tit 3`f' 11,91 S- 7JKWI(& z • W Wes- � V O 0 t� O W = W 0 u. • W z �..: O z U O F- I W • V U. 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OZ.— FRf1M : PfLIFI I Hf1MF BHT, T)FRS FAX Nfl. : 7G1FI- R74- 9070 see y: Ea f tm 1:8f15u1tants Project Gwrtrel n0 Caleraator P tNo. COPY TO: Earth Consultants Inc. oarr mow a.o... r.ae_r.aw. 1606138th Roca N.E.. 8u'ae 201 Bellevue. WA 96005 9ellewe (426)645-m0 FAX (425) 748.0860 Toil Free (688) 73 -470 DAILY FIELD REPORT Job Lemitton Are approved Plans/Permits on-site [ Yes Permit o. 415 146 UBOU; IIl111UI General Cahbsal s Suplhaltdent D Forrwrtrt No Nnu. 27 7RG11 07: G17PM P7 &TN, _83y4, LI Field Rep. Job No. Pape of RepoA No. Tint• On Site me Off Sit , D e oay of week cap /0 . Z o // l ?J ( 71 8<S Travel Time ?Mae eel Permit No. tits. Cheri Aims 20 ,z1- 1 Received Unehecked By Checked by WS 11 21I \ If No, contact the building department or explain below CONTINUED ON NEXT PAGE ❑ a FROM : POWELL HOME BUILDERS Sent by: Earth Consultants CC :1. If you have any questions, please call (425) 643-3780 Our FAX number is (425) 74- 608-60 r, ' 9 �,. t FAX NO. : 206- 824 - 9030 ': Nov. 27 2001 03:02PM P3 425 /4b UM; I /UI . aurm,iguiLjo Jaw,tuye~ )1. Earth Consultants Inc. Geoce tullrai Piliont Sii064.61 6 6 EMIR Artiental Set :r11kue Reference: E 41 1 Date: l — —o1 FAX COVER SHEET FAX TO: -- T° FAX NUMBER, -2 ob e)2.4 5 "1 FROM: ___Hict-v•Let. t SUBJECT: ._._. ..•■••• NUMBER OF PAGES INCLUDING COVER SHEET: 2 - 2. 1805 136th Place N.E., Suits 201, Bellevue, Washington 88005 Bellevue (425) 643 -3780 FAX (425) 746.0860 Toll Free (888) 730-6670 October 2, 2001 Todd Powell 22528 Marine View Drive PO Box 98309 Des Moines, WA 98198 .Dear Mr. Powell: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D01-274 Sherrill Residence 14434 — 46th Avenue S Steven M. Mullet, Mayor 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. D01-274 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 August 30, 2001 Mr. Todd Powell 22528 Marine View Drive SW P.O. Box 98309 Des Moines, WA 98198 RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -274 Sherrill Residence S. 144th and 46th Ave. So. Dear Mr. Powell 40i) City of Tukwila Department of Community Development Steve Lancaster, Director • This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 28, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Plans Examiner, at (206) 431 -3670, if you have any questions regarding the following: • Show existing fire hydrant location, on site plan and locate by dimension. 2. Provide a (completed) Washington State Energy Code residential Compliance form H -15. 3. "Key" the shear wall schedule onto the floor plan. Indicate locations of shear wall types. 4. Structural Calcs state: "not valid without a wet signature." Provide a copy of structural calculations with wet signature. 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. 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 the Permit Center at (206) 431 -3684. Sincerely, Ci i Kathryn A. Stetson Permit Technician encl File: Permit File No. D01 -274 Steven M. Mullet, Mayor 6300 Soutltcenter Boulevard, Suite #/00 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 " Zt 6.0.A. 'xX1"wit.o >tu: k IVre , `Att474iXiis'1Kr4 1 1:.i1 , i}: ` 1 =`S +ri;ES;y � w J U O co i fA w w =: , J I_ w O' g J; u_ a co a Z � O; Z I— w w uj ' oi 0 O Z Revision No. Date Received Staff Initials Date Issued Staff Initials I • Date Issued Staff 1 Initials Revision No. Date Received S,e.S I Staff Initials 4=020 - 002_ ( S Date (Staff Issued I Initials ,v cltatnair, /c/ 1 C /.7�y -or i `/. • Summary of Revision: 4 id A Ali s� / I .'- i . L. , a..Z o / � , , t1tL.0 ,,A _a .,�t.r Received By: 6141144- J .3Z Revision No. Date Received Staff Initials Date Issued Staff Initials I • Date Issued Staff 1 Initials I 3-.42 -dot 1 S,e.S I 4=020 - 002_ ( S Summary of Revision: /lop pu,sip Srfa.t;fxd ,v cltatnair, ... .•c.i • • Received By: .. a,4a,4() q Revision No. • • I Date Received Staff Initials Date Issued Staff Initials I • Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I • Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: . PROJECT NAME: 6he4'Yl' I Ole tCL PERM! 0 :.. D /'an Original Issue Date: //- 7-61 Site Address: 14434 REVISION LOG iplea prin lease print) " (please print) pl ease print please prin z W , 6 J U; 00 N n ' W = . CO U w0 J ur j. z �, F— 0 w ~ w . U c o 0 -: O I- 111 W. H U, , z tu U- ~ O I- z ACTIVITY NUMBER: D01 -274 DATE: 8 -28 -01 PROJECT NAME Sherrill Residence SITE ADDRESS: needs address SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil Division 36 Public Works "*Na PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention AI& q 4 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) n CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Structural Review Required Approved with Conditions I I Planning Division 042414A-t)-0( DP_ Permit Coordinator Ni Incomplete n Not Applicable REVIEWER'S INITIALS: DUE DATE: 8-30-01 Comments: Fl No further Review Required DATE: DUE DATE 9 -27 -01 Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: 6 Uo: CI CO W w =. w O' u_ Q = a I- w Z ZO: n o O O F- w w H V :ui Z. UN ;O z ACTIVITY NUMBER: D01 -274 DATE: 9 -12 -01 PROJECT NAME: Sherrill Residence SITE ADDRESS: S. 144 & 46 Ave. S SUITE # Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division 51 A oc a-zo -01 1 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete F71 Incomplete Comments: TUES /THURS ROUTING: Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: th)kv-eilitum Iry CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions I wide& i0 -2 O( REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-1 3-01 Not Applicable No further Review Required DUE DATE 10 -11 -01 Not Approved (attach comments) pti DATE: DUE DATE Not Approved (attach comments) n DATE: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -274 DATE: 10-18-01 PROJECT NAME: Sherrill Residence SITE ADDRESS: 14434 46th Ave S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # After Permit Is Issued, DEPARTMENTS: Building Division n Fire Prevention Pybli iaor s g zilof Structural i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUTE.DOC .5/99 Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-23-01 Not Applicable DUE DATE 11 -20 -01 n XI Not Approved (attach comments) n DUE DATE Not Approved (attach comments) n DATE: DEPARTMENTS: B ildir� Division Public Works n \PRROUTE.DOC 5(99 PLAN R SLIP ACTIVITY NUMBER: PROJECT NAME: D01 -274 Sherrill Residence DATE: 12 -04 -01 SITE ADDRESS: 14434.46 Av S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: I I Planning Division Permit Coordinator DUE DATE: 12-11-01 Not Applicable No further Review Required DUE DATE 1 -8 -02 Not Approved (attach comments) Comments: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved l l Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE II DATE: .,• r. vv .,..,. Nr, 4:s.:;r:N.; Ya rVi:C+ tit;.�yi�av!!� Rtv�niKfG. �n�iP1.4'= '$,ti�ii+•"v iilrv,evi do'.iit 11.4": db3&d'.`sb: <fn ACTIVITY NUMBER: D01 -274 DATE: 5 -10 -02 PROJECT NAME: SHERRILL RESIDENCE SITE ADDRESS: 14434 46 AVENUE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction. Letter # 1 X Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works LI w>I Al' 6 20 —o1' Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 132 Incomplete ❑ oti ❑ Planning Division ❑ Permit Coordinator DUE DATE: 5 -14 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE. LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR RRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 6 -11 -02 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections:. Bldg ❑ Fire ❑. Ping ❑ PW ❑ Staff Initials: b�u;ttt:i5' S "�!4"srt3a31a11I�k 5 DEPARTMENTS: Building Division ❑ P II'M o ik w1/.t ev.m. TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -274 PROJECT NAME: SHERRILL RESIDENCE SITE ADDRESS: 14434 46 AVENUE SOUTH Original Plan Submittal DATE: 3 -22 -02 Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued Fire Prevention Structural Planning Division ❑ Permit Coordinator Structural Review Required ❑ No further Review Required DUE DATE: 3-26 -02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [/ Incomplete ❑ Comments: Not Applicable ❑ - Permit Center. Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: DUE DATE: 4 -23-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [r Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 4-4 D'i Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [ Staff Initials: ' *1 Documenlshouling siip.doc 2-28-02 DATE: A CTIVITY NUMBER: D01 -274 PROJECT NAME: SHERRILL RESIDENCE SITE ADDRESS: 14434 46 AVENUE S DATE: 5 -10 -02 Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 X Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28-02 PLAN REVIEW /ROUTING SLIP [)'ke Incomplete Approved with Conditions Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ ❑ TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: 0 ( . DUE DATE: 5 -14 -02 DATE: Not Applicable ❑ Comments: Permit. Center Use. Only ,INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ . Ping ❑ PW ❑ Staff Initials: 37 DUE DATE: 6-11-02 ❑ Not Approved (attach comments) ❑ Approved Notation: REVIEWER'S INITIAL DATE: US''Lc> v oy Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [] Fire ❑ Ping ❑ PW ❑ Staff Initials: w ' cr 6 UO cn 0 ' W (0 LL O ' 2 g J , I- Q. = • a W r Z I � Z LU 2 p. O N O H. 2 W; U. z . UN O H Z 2 ACTIVITY NUMBER: D01 -274 PROJECT NAME: SHERRILL RESIDENCE SITE ADDRESS: 14434 46 AVENUE SOUTH DATE: 3 -22 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: epartrnents determined. incomplete: Bldg❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ DATE: - y2.40/0 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: DATE: 0'-0 3 REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.2802 roaN z. Incomplete Fire Prevention Structural PLAN REVIEW /ROUTING SUP ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 3-26-02 Not Applicable ❑ DUE DATE: 4 -23 -02 a 1 'KB ;'' .ti': iu4Ja++,AGV'm ■ Yi+aNU.(s i� 4.}i14 'ISMttr hs1`r'.a , A CTIVITY NUMBER: D01 -274 DATE: 1 -01 PROJECT NAME: Sherrill Residence SITE ADDRESS: 14434 46 Av S SUITE # Original.Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # / After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP. Fire Prevention Structural Incomplete n Not Applicable Structural Review Required REVIEWER'S INITIALS: V,6- APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 12-1 1-01 No further Review Required DUE DATE 1 -8 -02 Approved Approved with Conditions Not Approved (attac REVIEWER'S INITIALS: \‘---- DATE: z 2 corn ents) Approved with Conditionsn Not Approved (attach comments) JRI DATE: DUE DATE DATE: ACTIVITY NUMBER: D01 -274 DATE: 10 -18 -01 PROJECT NAME: Sherrill Residence SITE ADDRESS: 14434 46 Ave S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction 'Letter # I Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Ti Approved with Conditions REVIEWER'S INITIALS: _ DATE: 10 . as4.- a( CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n x Fire Prevention Structural Planning Division n Permit Coordinator DUE DATE: 10-23-01 Incomplete n Not Applicable Structural Review Required No further Review Required DATE: %b, t %.00 DUE DATE 11 -20 -01 Not Approved (attach comments) Approved with Conditions n Not Approved (attach comments) DUE DATE DATE: kid °k #,i, a. i4 6. ,: i:lkil tic :t.Cm. 40410 iCf4% a �FJ'yN R S�'+.iF�i:Va`U� $� : 'eakh.4 s'riSca3lt�.'4"ta3i,'w.. A CTIVITY NUMBER: D01 -274 DATE: 9 -12 -01 PROJECT NAME: Sherrill Residence SITE ADDRESS: S. 144T & 46 Ave. S SUITE # Original Plan Submittal X Response to Incomplete Letter # Response -to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comme n TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved Approved wit. • ditions REVIEWER'S INITIALS: Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-1 3-01 Not Applicable No further Review eq fired DATE: ` D' DUE DATE 10 -11 -01 Not Approved (attach comments) DATE: —10-- 20)I DUE DATE Not Approved (attach comments) DATE: PERMIT 1-274 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 ❑ 00060 WA VentiIation/Indoor AQC ❑ 00070 NLEA Inspection/tilodular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ ,00090 2 /00095 Footing Drains 0100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 0030(' Concrete Slab /Slab Insulation c' 00350 Crawl Space (iv 00400 Shear Wall Nailing ❑ /00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 100610 Chimney Installation/All Types p 0700 Framing 750 Roof/Ceiling Insulation 800 Floor Insulation 00801 Wall Insulation 80 Exterior Roof Insulation 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ X 60900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 1 10 Pre -Move Inspection 0 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof ❑ 01400 Final -Fire -Par 01700 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 I( & TENANT NAME: CONDITIONS 1 001 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 015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage. excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof 0019 all construction to be done in conformance w /approved plans ❑f'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 ❑ 0023 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑9024 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 Q' 0027 Validity of Permit 24? 03 Rack storage requires separate permit Electrical permits obtained through L & I 2 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 waterisewer connect ❑ 0038 A C of O will be required for this permit ❑ !•39 Final approval for all TI w /in the limits of the SC Mall C 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 3.2 TMC ❑ 41 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall 'oe 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: Permit Tech: 1 /✓ Date: 1 Date: lo— z -al �8:L`.r'V+': + >.,K.. i, 'i "tA;Ji{X�.iL1• :1:t.f 4.141. :, 4 10.4.4 sg:11 1Y .J U ; 0 N W; N W W O, u. Z a Z 1— O Z I L11 ill D 13 O F W L • a H - : 1=4- 01— :ACTIVITY NUMBER: D01 -274 DATE: 9 -12 -01 PROJECT NAME: Sherrill Residence SITE ADDRESS: S. 144T & 46 Ave. S SUITE # Original Plan Submittal X Response to Incomplete Letter #_ I Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIALS> 1k DATE: aq .. I ') .01 APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division I I Permit Coordinator DUE DATE: 9-1 3-01 Not Applicable DUE DATE 10 -11 -01 Not Approved (attach comments) DATE: to. -0 ► DUE DATE Not Approved (attach comments) I 1 DATE: 'i °a'�i3ih2. ,'t?a11a dt" `d� .f�v�p$1'l�iliiG RL]skrti.'c?iJ�+1ai:`hf I. .0 v. 41,.1MMi 4 it CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Sheri II Residence 14434 46 Ave. S. File #: D01-274 Date: 10.02.01 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433-0179, if you have any questions regarding the following comments. 1. Provide a site plan which shows all information indicated on the Single Family Residence packet. Provide a water availability letter for this parcel. Show wiring undergrounded from the pole to the house. 4. Provide estimate of total cut. 5. Provide estimate of total fill. Projects/SFR/D01-274 Sherrill comm 1 i p - 1 • ACTIVITY NUMBER: D01-274 DATE: 8 -28 -01 PROJECT NAME: Sherrill Residence SITE ADDRESS: needs. address. SUITE # ,_Original.Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Structural Structural Re Re • uired APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Approved n Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: II Planning Division Permit Coordinator DUE DATE: 8-30-01 Incomplete LJ Not Applicable DUE DATE 9 -27 -01 ... ..,., .. wr«enemxvuu.+nnnc + mrnz . u•naaw+n , nnm .n:ii_ n n No further Review Required DATE: e 2071 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ~ w , ce 6 0O ' t 23 w =' CO w g � J.` L.L. Q; °' I a , z �. '- 0 Z F-< 2 0 N 0 I- w U. O z w = 01- z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN 5 THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT ACTIVITY NUMBER: D01 -274 DATE: 8 -28 -01 PROJECT NAME: Sherrill Residence S Vig 3V Y( SITE ADDRESS: needs address SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved Approved \PRROUTE,DOC 5/99 PLAN REVIEW /ROUTING SLIP Incomplete TUES /THURS ROUTING: Please Route ri Structural Rev' - equired REVIEWER'S INITIALS: Structural APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Fire Prevention REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-30-01 Not Applicable No further Review Required DATE: ,� // DUE DATE 9 -27 -01 Approved with Conditions ri Not Approved (attach comments) DATE: DUE DATE Approved with Conditions r i Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z z L . J U U u) 0 w w W w . w O • Q co 1-O w i—, U � O N W• o w Z ui N rz O ACTIVITY NUMBER: D01 -274 DATE: 8 -28 -01 PROJECT NAME: Sherrill Residence SITE ADDRESS: needs address SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP I I Fire Prevention Structural Incomplete Structural Review Required p 1 Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions I I REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-30-01 Not Applicable No further Review Required DATE: DUE DATE 9 -27 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: • ::: iii: %;F:?,�iirw` ti�44zL' ca;;, ln` aG'.; Srt4; Tr+, ti':L;:n'SY'sKk,Ta41'YCr:i>;,sc< w JU o O p : W = w O u. a . = z � z I' '0 N C3 f w - O iii Z UN ACTIVITY NUMBER: D01 -274 PROJECT NAME: Sherrill Residence DATE: 8 -28 -01 SITE ADDRESS: needs address SUITE # g Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITI APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: n Planning Division n Permit Coordinator DUE DATE: 8-30-01 No further Review Required DATE: 4/ DUE DATE 9 -27 -01 Approved with Conditions n Not Approved (attach comments) Not Applicable n DATE: DUE DATE Not Approved (attach comments) DATE: .,.s:.t.rt::, .:,,.,rnik!:; fiJ�t✓ 'i»:.ra:'..tU��rr�`al.�:+}:s " 41 s' ix:,`,} H Z ;. C4 w 6 J U U0 : W = w0 LQ = C7 I- 0 Z i-- w w, D o: o ff = w. u_O `. _ ui 0 Z Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision # 2 after Permit is Issued Contact Person: j ' C/!/ P/a /4- CityTfilkwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/ 7 .0,2 Plan Check /Permit Number: D01 -274 Project Name: SHERRILL RESIDENCE Project Address: 14434 — 46 Avenue S Phone Number: G/ 1 3 - 49%87 Summary of Revision: //Vv/....M - 3-A, gs ppe3, -2 / y (//GL 4x/ . ima Sya�,n i z 5 �.� 5v,' .s /? dy ,a.r //a?4w',- /4 7DA) of ) NsPour /Z)J "25017 1, /J• CITY OF TUKWII.r4 MAY 1 f 211 PE CENTEH Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �-c Entered in Sierra on 04/04/02 1•, �.�. is c. ".L.1.'r . +�.... .......4§ . ..... .......a let'.�'in.l,�aiSw v::.., t�ti�.' :iFStii'.",i.u.si:aiLViva'��vaii o.i+ re 2 U0, t UU W = —I I— wO 2 a � u. N 3 ; _ C1 : H- _. z � 0 : Z 1— 111 uj 0 - w w I 0 . Li; ,- = i o � MAR 22 '02 10 :53AM TUKWILA DCD /PW City of Tukwila Department of Community Development Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)43 14670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # A r Revision # after Permit is Issued Project Name: ,g /2,47- ' GI/ Project Address: Contact Person: oA •) Summary of Revision: v i �( Plan Cheek/Permit Number; pot 0) P. 2/2 Phone Number: - //z,3'ZZ5' MAR 2 2 2oa2 ___ CITY OF TUKWILA Sheet Number(s): "Cloud" or highlight all areas of revisions including date eo offrevision Received at the City of Tukwila Permit Center by: 13C Entered in Sierra on 'Z? 08/30/00 r ,� ... >••..,,.i �..;..1 t .. J�:...'6+li.:.,ia ✓�.�t::ir ia'.s::w:f2✓::.i.:3;.�..._ :,n ,. DEC 04 '01 03 :37PM TUKWILA DCD /PW Date: /Z /0t,2/ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 P. 2/2 Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the marl, fax, etc. Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued Project Name: g 85 �DA t�ii1&72/e /LL Project Address: /4434 "— -4-6 Contact Person: .�N ��G-g' Phone Number. rah) 'X23 Summary of Revision: (!..(71.Qi✓! -S T /5ifd/D A/ . IS") G. b r day- /A) e 1/I -fioN • Z 4.0/4 Ofi /.40.00-4-/Wee 0 ' � 4' Sheet Number(s): ,j �D +v'1 GfiRu-6 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ej Entered in Sierra on tot.° e t 4 o* k c 08/3 0104 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /n /49 0' O Response to Incomplete Letter # • Response to Correction Letter # 1 O Revision # after Permit is Issued City Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Name: SHERRILL RESIDENCE Project Address: 14434 — 46 Avenue S A\ G r? d) /trkA) C &Aided. `? i 2-0/ Plan Check/Permit Number: DO 1-274 Contact Person: Todd Powell Phone Number: a. y — P66 I Summary of Revision: ? L. fT'il i M.57 �fri2 pflak. . -r0 AtatviA I 17 c c Ar6/ s/ r6 P RFCFIVED CITY OF TUKWILA A) �q%Ls S‘efi4 /.c.IL�.c- i� r-GI Werrio OCT 1 8 2001 _ PERMIT CENTER p� d /'V ar6 } - iz- /F, tS -; e po d) / / r% V 5-1-egaG1z //ze_ g G/:vi;rlf as. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Sierra on 10/02/01 aiti i ,„w 6 J o 0 0 i 10 J H U9 W O r_ ? U) CJ: — I- I- O Z ~` O • N 0 H; w uj H U , tL-Z ui w O z • City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ® Response to Incomplete Letter # 1_ ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check/Permit Number: D01-274 Project Name: Sherrill Residence Project Address: S. 144 & 46 Ave. S. Contact Person: Todd Powell Phone Number: 206 - 423 -2256 Summary of Revision: 0 �c�'✓ifs e5 p_vrs6-D Pl -©r' pz w ( //7 .3J ; , ( " k y0 - ivca // RFC,EIVEJL CITY OF TUKVVILA SEP 1 2 1001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Jai 4 1 in Entered in Sierra on "1a 1 D O 08/3 /OI W ' J U U O' CO w w =� g J; tL j , T. O Z I0 - 7p w UJ: ri — O; z ° ILI O DEC 04 '01 03:37PM TUKW" , DCD /PW City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 A $gti4��uLt7y'IoC �9i'!�1'i"iry' ';�t ;Tie' l • t , ^ r.'il ±v ?, ^ `ite iSr� 41 2 .' )l'MT^ f, !',10411,;;;;;4Y, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: /� /D/o%/ • Plan Check/PermitNumber: Sheet Number(s); ,5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on c 0:0 ` , c4 P.2/2 CITY :fluKWIA ❑ Response to Incomplete Letter # APPROVED ❑ Response to Correction Letter # 54 Revision # / • atter Permit is Issued DEC 14 2001 h,4SA/ AS i�Oie.0 Project Name; � ��•%^ri9 �,6// £/ L L. I t Ld�f t�1C D� TVYg Project Address: /9434 — ( ' �Y _ v Contact Person: . .0 i *7 R - / , Phone Nwnber: () *X0 3 X93` Summary of Revision: (_r,N,pA/ TE 7 / ,JJL i9 aJI a T /g.'D 1vw r 6i P- / 2� ATie,.,, iii i5U .J ao 7 40 /4 / l /hid A9frY--.4iv hu.. (a' 4;- /n/n2. /Oit/4Y «/)1,)e6 4 So lit-44 (ilisq -'• 08/3 0)00 ... UO yo to J H u W O g • 5 co = W Z � 1—O Z F- 2 U N O o W W . � U O tii Z co o Z Part A: (To Be Completed by Applicant) . Purpose of Certificate: E Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 71 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: To c i c , P i ,, f - I Phone: (0 ) T;2y —J'cc 1 jc IQ' y Property Address or Approximate Location: 1 LtL1X)( '16 y4trc i, Legal Description(Attach Map and Legal Description if necessary): 1 'tk o 0ti eao -- oS%d Bik 4 Lei- 20 4cIa,'ij he►he Tr, AI 7S f Part B: (T9 Be Completed b Senor Agency) . 1. 1 4il a. Sewer Service will be provided by side sewer connection only to an existing .V" size sewer f2 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. J 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 of city, RECEIV OR ❑ b. Annexation or BRB approval will be necessary to provide service. CITY OF TL 4. Service is subject to the following: r : L ` : a. District Connection Charges due prior to connection: PERMIT CE! GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: ! 1VOfl(IF3O TOWARD t BETTER Eftvatat IJPCnT" CERTIFICATE OF sgyvFR AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro.• he date of sign -tur By SEIVElk D1ASS7/7 UC2 Title . csr..neoS:4,cY�ea�as5 Grrniai,+.ar.. . KCAW 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 TK--5 2/ D 1 a 6 t/ C po1- W ILA TER PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): . i %- fic 2$ 5 4 0.6 M S. ��( �..�.. u'ii.a .. + .• �. al•,Q -. Y''' +, ,:Cii ri y ».: '!' ? ��� Orll .y. r 4T�y. ;S: ' a r { : r - i�`. +.ti..�i:r + i.N��i.�:Y. •" - t::�:+v � � ..i�ettmfc�nnatfon� > , • �:. : . . , . �, ( Via` ..k'' .:1!: ♦ '.i,`niF;,�; �.':?�l:;L;.ai' is :S- :iif� -- � +�{��'�.!�.r.a ��"ac�+c �r� ��i , ; Y % �•� .��,�.4,. � _: Name: SlieArt 11Q., Name: • - . U-C.(L 1 V.=%A S / roo - ( - / Address: Address: PD (30)( 1g 30/ . '5 No,,ic s 'j, Phone: Phone: ..6 & - /,)- 3 - , --90 5 (� G bce- (GE: - This certificate is for the purposes of: / ��l Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner /Agent Signature: Date: PROJECT #: The proposed project is located within 'Ttn : .wil( I hereby certify that the above information is true and correct. u)0. -ter 0 i' . ta5 • A■en hone CPO (40 -t94 a -41514 B 1 rrn 411• rr r• •-%— - . .... - CITY OF T'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 k (City/County) +'NL .'i"ni WIP- -7 its ., .i1! ..w.`. ;.t.. '• 1 r2P:21,", `vRff N . ; uei xv . H-ha Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and.:: ill be available at the site with a flow of (O Ot) gpm at 20 psi residual for a duration of 2 hours at a velocity of (c fps as documented by the attached calculations. — 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. "=:`v`'!Z CENT Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date C cg !LA I F625-052.000.(8197) DEPAR.TMENT OF LABOR AND INDUSTRIES REGISTERED PROVIDED BY LAW AS . CONST CONT GENERAL •• •• • CC.61 ,: . POWELHB121K3:.::•03 /15 /2.002. EFFECTIVEIDATE 05/23/1988 •• • .,.. , : PO WELL INC 1::).0 98309 DES MOINES WA 98198 Detach And Display Certificate RECEIVED CITY OF TUKWILA Al JO 28 2001 PERMIT CENTER I) pleb 119 • • • LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License POWELHB121 K3 Name POWELL HOME BUILDERS INC Address PO BOX 98309 Address City DES MOINES State WA Zip 98198 Phone Number 2068246224 Effective Date 5/23/88 Expiration Date 3/15/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600100892 *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * VIEW CONTRACTOR INSURANCE INFORMATION * * * ** Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page https://wws2.wa.gov/lni/bbip/TF2Form.asp?License=POWELHB121K3 10/26/01 WASREWMIN MUTUAL CONSTRUCTION Finance 1191 Sec c d Avenue, SASO440 9701310226 TA)( ACCOUNT NO, 004000 0596 02 which hats the eddrssrl Of 14428 46Th AVF S. JOHN SHERRILL DONNA SHERRILL TRANSNATION TITLE INSURANCE 14428 46TH AVENUE SOUTH WASHINGTON • Sale Family - !bend.' lese/FreaaM Mac UNIFORM INSTRUMIENT 1522A (1 1.91x) • DEED OF TRUST 01 -0O1- 806218 -4 THIS DEED OF TRUST (•'Seourfty insuur enil Is made on jalrary 29th, 1997 grantor Is 2:0 SHEEN:IL and C(J'I ('teorrower), The ammo Is TRAitEHATICt7 TI'I'I T , . MAN a C'a1L nrni a ration (Trustee"). Th. beneficiary is WASICILVION M7 T-' RANK which is organized arxt existing under the Iowa of and whose address Is 20 j' /1/c . nvmaz . SF — itia 9A m _ dander). Borrower owes Lender the prtnaipel sum of CA = IRTY -F _ : .• ip � u 7,J■ . 0 U011ars (U.S. $ S no ). Ins debt is evidenced try Borrower's note dated the Wm date ae this CI Security IrleOrument ('Note"), which provlees for mOntrty payments, with the full debt, if not paid earlier, due and 1 payable on &hit ry 't$ . 2(1. Thu 3ecurtty tnstn,ment secures to Lender (a) the repayment of the debt evidenced by the NO10, With interest, and all renewale, extermons and madirllatione of the C,'a Note; (b) the payment of all Other sums, Vitt Interest, advanced udder paragraph 7 to protect the esaurfty of this Security Instrument; and (c) the performance of Borrower's oovenenta and agreements under this Security Instrument and the Note, For this purpose, Borrower Irrevocably grants and conveys to Trusted, M must, with power of sale, the wowing described property located in CT? County, Westungron: 'z38 NcEriE 75 FF21 OF w7P 20 IN BLOCK 4 OP' AIMS TRACTS, AS PER FLAT FLIED IN vOLa 3 11 OF PLATS, Fr'bCa' 1 91, RECORDS OP ICIN3 C1CUNTY; arm= m 'I CITY 0.' 'EUKWILA,. tXU1TY OF Y'Cr<3.os, STATE OF Is1ASHINOICN. FILED FOR RECORD AT THE REQUEST OF TRANSNATION TITLE INSURANCE CO (Street The 6 ('Property Address'); Forte 204e e/'pt) fpsga de page� IT Y RECEIVED TO BE RECORDED PERMIT CENTER 1 Yard LZ:i'T TUOZ!CZr$0 : �;? m U O. u) w; w= w O; J• O . H = . Z � Z O ; U �� O N 0 F- LU uj H V i ll O 1 11 Z O 2 9701310225 N JOHN SHERRILL and DONNA SHERRILL Addws_ 510 South MTh Street Seattle, WA 98168 Hy appointment expires? Addllena) on pp. Additional on Eq. STATUTORY WARRANTY 13$E/) THE GRANTOR JOSEPH BYAM BILLYE BYAM consideration of A so DOLLARS AID e2 yL.n C$HS TLON. in band paid conveys and varran a to JONI Sr. S sad is L hus sband And o f vLfe, tee e f 11l4 ton described real estate, situated Tim 10$ � Y itt'! 11 0! Of 20 L11 BLOCK 4 OF ADAM BOW TRACTS, as per plat recorded Plata, pap 31, records of lint County; Situate iu the City of Tukwila. County of Kins, Stott of tisshiaston. SUMO TO: faseeeot■„ Restrictions, Rsearestloss and Provteioos of Tenon, if say. FFLE0 FOR RECORD ATTHE REQUEST OF TAAN$NATION TITLE INSURANCE CO. On this day personally yn'Sneeredfa Tore i� N KLN and MILLZE to s known to b the a id Who executed the a thin as or going instrument. and ac n same as their ov1eda t they sinned the fr -o and voluntary act and dad, for the uses and purposes therein • and official seal thisatiLdAy of !gismo. 191a. C1 for the State of Waahjnston, IRAIISNATfoN TITLE INSUBANCEi COMPANY fi5M606i ds /,3 /97 766.75 47000.00 RECEIVED CITY OF TUKWILA PERMIT CENTER Dol.. rig err- YVd OZ :fit TOCZ /CZ /90 CZ W 2 :D .J U U O t 0 ) W W i s J E ;. uJ g J; u. s a Z Z O 0` uj O ; U 07i 'O — 0 I— W W HU LL r O, W Z U co Z SEPJ-'-',RATE PERMIT REQUIRED FOR: MeelECHANICAL ELECTRICAL ePLUMENG IVIGAS PIPING CITY OF TUKWILA BUILDING DIVISIO FiLL 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans ackno.wledgad.. BY Date Penult No, I eitErrreNsiti - _f0e4W Ca 441:V eittioN __ Ore M DoCIS ur41 RECEIVED CITY OF TUKWILA PERMIT CENTER I. - °r✓ . - ..: ��':® ���1 1 ,/'`� /1 ✓l�'!ya ✓s'��ti�.lZ��f ✓.- �/ti `✓ `!�''�l`...�.0 : �/ /- ^.:'/��� R`J /,z. .- - -.. ".-„..x... ` T`'s 9',+`;; ��' J \ N livo OR S lailANIS AHD 1 4,0 t WALL $E AT AST I(ri 1Pfl5c0 faCi2 ' � Q 0 0 i 9 g iW,,Q S © figp - cr (' stmt o, / \ iRECEIVED CITY OF TUKWILA SEP 12 2001 PERMIT CENTER t d-G i CITY OF TUK ILA `S , - - • = • 'RACED WAU. ?MEC' OW) 2326.1.1.3 WI 7/16" OSB .-.4 (3/8 . -MIN GROOVE) ‘, a4 SHEATHING WIDTH 1 , ad 6" EDGE. '12" INTIM _ (.04■10 JOINTS OVER S •e-tALL- W a4-05c. AL.t.ort-itts2- App(-1c,set. co;e 4 cta-oii , . t4ANc ewe) ccmp. sly/ ticif PER HBC 2328.11.4 SEE FOUNDATION , - - N TOR *WIDOWS AND ANCHOR BOLTS C.C1 , 1141el\r.4,4 V■10} :',ALTERNATE BRACED WAU. (A13vvilifitqc;:rop_ a4 - - TERIOR BRACED I WAU. PANEL - liayirp) PE:R 2326.4.1 lc 2326.11.3 r MIN. %Till GWB 1301WFACES 6" MIN; W FA IDTH' GWB ONE CE El:COOLER OR WALLBORD NAILS " 0.C. EDGE & INTERMEDIATE C1( VIORIZ. JOINTS - :HORIZ. _JOINTS. r -IV -tinc-opc 6171THNO.'W/ 8c1 COMMON . ,eicrAz 1.4K 44t1,6,67N.L. WATEW -4k. LOCK ALL HORIZONTAL JOINTS s' t!6 "V-3.T1 MAX. PANEL HEIGHT. 32" MIN. .1 ‘. (ve *0+ LAl P1I Love6 KR. Fkr.z39440.4ap _ _ 1-4040- 't;r444 , P;40 146P ¶z;1-. CANsi4L-. \legT14 t : • taTiND HeAcmg. TO COONC4 Wfavrsoott wIsd. imms .. Sex, 4. ' POSTS on (i)i. =N4 Sit istouums * rs.Yivecto -Awn I imergerff 2 CORNER WAU. BASE PLATES TO RE -NAILED O FLOOR :FRAMING , w / 4V113d EACH 16" OF LENGTH — le TOP PLATES TO BE CONNECTED E FRAMING ABOVE PER U13C. ' - _ : . azrx ALL, CITAttfa-- I SoUD EACC.4 rt3 1)(4-0AV , Ft:pow( IWO 6 io* 19:1-1 ftrA" 1.p04:NicS Wati \Ifti4T / DNIt i6q00411.. \Ita.41s.st took4, ppan Ces t( ' nrM cNIT PP" etP Pkriec-irot4e. PecitcrrAa 1?? +COTP0q , 'WW2, .Al2bs M47.310 Fez(' pArti ONO' OP lc* rrael IAL ee, cmit4-4,D 44-sthicv pu u?7 0-1/ clev.t .*tAtt. 44 i 0 WRAcc). PAC) 4 4-kodk mg 96 or mae7A _ • (Ntc, t• ,44 c22-rt.42-,Al r 1.1 EtYliihr 9 coA,p cf4 ts'. rtwx- t&Icrg FFit•rei.st, tzlAC:vikt04:4 - 1141, t'ItL t * 341p pi.tt-5- tic 41. artivvit , WAY:40 Fe- LAtc 125* kW/ 1 8 11,17040 - Vaiene5 1:trit. * pl areptitMiti.rr e., Ft A.2as o\ii24-11 ccwr; eznes- ct-1 *4-K riaec" Pit•le,-55rrris 44Isago4w04. - - f&. 1:612. oec- - 1 ( .61411 1 - VICItt-Pe 54 PiArr-r Ve ektf:11 13_,-VALti &O aS1 i1 - U teil7v4 al4T. EAzeNt: 4 Afa,e4ePoc. WAR le cr 014tp 151•41teP 4 CITY OF TUFAUI APPRMED OCT 2 6 2651 AS Nu11) RECEIVED CITY OF TUKWILA 6/R601/-"0241t4 1P TO A 510R-1-4 DVAttlf,,, To At-t QAPPactieD cou car_m ve_cx:rrit-to 1 2 ; A /1 :a .. e e sw2 Q pa to/ Va91-1 3¢ g -4s} rr. #4 a 2 - ✓ars "X4* • - ota* F PrelEM2 • 1 *" By Date Permit No. FILE COPY I understand that the Pan Check approvals are subject to errors and omissions and approval of plans does not authorize the Violation of any adopted code or ordinance. Receipt of Corr tractor's copy of approved plans acknowledged. REVISIONS NO CHANGES SHALL BE MADE TO THE. SCOPE OF WORK WITHOUT PRIOR AL: P,OVAL OF TUKWILA BUILDING DIVISION. KOTE: REVISIONS WILL REQUIRE A NEW FLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL. PLAN REVIEW FEES. ED KWILA 2001 TER F CHAMBER 1 -1/2" - 3/4" WASHED ROCK EXIST CB, TYPE 1 RIM =100 EXIST IE =98.1, 12" CMP NEW IE =99.1, 2" FORCE MAIN I (1) Iw 1< I I(4 15' 14' EXIST I ASPHALT I i II TO PUMP CHAMBER PUMP TO IE =90.0 n 18" 411161111 CONC WALK )1 40' 50LF' 4 SCHEDULE n NATVIE FILL 8" THICK CONCRETE WALL RESTORE ASPHALT PER CITY OF TUKWILA STANDARDS 1 - 2" PVC 11.5' BEND NEW DRIVEWAY 35 PVC SLOPE =4% 6 PERF PIPE END CAP OR LAID LEVEL PLUG, TYP. 20' PLAN 20' SECTION A — A 126.31' S' --- 11/1/Pa. � ‘ 72' Cr' 0 20LF -4 PERFORATED PIPE_ GARAGE SLOPE =2.5% FF =98.4 50 9p. 26' 95. _ PROPOSED HOUSE ie 0 13' 45LF .-4' PERFORATED PIPE SLOPE =2% FILTER FABRIC I Ligi*� 4 ' B¢'aRvat7B' %9 J 1 1 aLa a W6 140 LF 2" SD SCHEDULE 40 PVC 30LF -4 PERF. PIPE SLOPE =2 %N 30LF 4' PERFORATED PIPE SLOPE =5% 5200 46' 91.10 126.31' LOT AREA PLAN GRAPHIC SCALE m m I IN FEE? 1 inch= 20 R Cij r 2 , 6" PERF PIPE LAID LEVEL CB 2 TYPE 1 SOLID LOCKING UD CB 2, TYPE 1 RIM =93.5 IE OUT =89.5 y 34.31' 55LF »4 SCHEDULE 35 SLOPE =5.5% ro -INLET PIPE --t O S O UZS 6" PERF PIPE LAID LEVEL PERFORATED TIGHTLINE CONNECTION 4" SCHEDULE 35 PERFORATED PVC PIPE FOOTING DRAIN 8 "X18" CONCRETE FOOTING TYP. NOT TO SCALE 6" MIN. FOOTING DRAIN DETAIL NE 1/4, SEC 22, TWP 23 N, RGE 4 E, W.M. FILTER FABRIC 1 -1/2" MINUS WASHED ROCK 55LF »4' SCHEDULE 35 PVC SLOPE =5.3% 50LF' 4" PERFORATED PIPE SLOPE =5% 4" SCHEDULE 35 SOLID PVC DOWNSPOUT PIPE SLOPE MINIMUM 2% 35LF -4' SCHEDULE 35 PVC SLOPE =9.3% A FILTER FABRIC PUMP CHAMBER, SEE DETAIL 2, THIS SHEET CB 1, TYPE 2, 48 RIM =93.5 IE IN =90.0, 6" PERF PIPE IE OUT= 91.5, 2 FORCE MAIN (FIELD VERIFY) 2' X 20' PERFORATED STUB OUT CONNECTION SEE DETAIL 1, THIS SHEET CB 2, TYPE 1 RIM =93.5 IE IN =89.5 IE OUT =89.5 (FIELD VERIFY) 30LF , -4" PVC SLOPE =3.3% 4OLF 4" SCHEDULE 35 PVC SLOPE =7.9% SURVEY NOTE: DUNCANSON COMPANY HAS NOT PERFORMED A TOPOGRAPHIC SURVEY FOR THIS SITE. LEVEL ROD MEASUREMENTS MADE BY THE CONTRACTOR WERE USED TO DETERMINE ELEVATIONS FOR THE SITE. DUNCANSON COMPANY ACCEPTS NO LIABILITY FOR THE ACCURACY OF THESE FIELD MEASUREMENTS. NATIVE FILL 6" MIN 12" MIN 12 IE =89.5 I--2 2' SECTION B — B 93.5 IE =87.5 1 -1/2" - 3/4" WASHED ROCK KEY: ?20 FOOTING AND DOWNSPOUT SYSTEMS SPOT ELEVATIONS ARE SHOWN AS INVERT OF PIPE I _*_121:4 PERIMETER SPOT ELEVATIONS ARE GROUND SHOTS 2.5' 4 5' PUMP CHAMBER REQUIRED VOLUME 1.5' GENERAL NOTES: (1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WSDOT /APWA STANDARD SPECIFICATIONS AND PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. (2) A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. (3) CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF TUKWILA CODE. (4) ALL UTIUTY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. (5) ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2 -06.3. (6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE UFE, HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF WSDOT STANDARD SPECIFICATIONS 1 -07.23 - TRAFFIC CONTROL SHALL APPLY. DRAINAGE NOTES: (1) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. (2) DOWNSPOUT DRAINS (DS) AND A STORM DRAIN PIPE (SD) SHALL BE SDR 35 PVC CONFORMING TO ASTM D3034. (3) CONTACT DUNCANSON COMPANY IF ANY GRADING OR DRAINAGE CHANGES ARE PLANNED OR IF ANY DISCREPANCIES ARE FOUND. (4) ALL DOWNSPOUT DRAINS AND FOOTING DRAINS SHALL BE CONNECTED TO THE PERFORATED STUB OUT CONNECTION PRIOR TO THE SD PUMP SYSTEM. (5) UTIUTIES EXIST IN THE CONSTRUCTION AREA. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING IMPROVEMENTS AND AVOID CONFLICTS. (7) FORCE MAIN PIPE TO BE SCHEDULE 40 PVC. (8) PUMP CONTROL PANEL SHALL BE PROVIDED IN THE GARAGE. PANEL SHALL INCLUDE A HAND -OFF -AUTO SWITCH AND A WARNING LIGHT FOR HIGH WATER AND PUMP SEAL FAILURE. HYDROMATIC Q -PANEL OR EQUAL 6° }It MIN 6' MIN ALARM ON =92.67 PUMP ON =92.5 2' SCHED 40 FORCE MAIN\ IE =91.5 PUMP OFF =90.0 1 I PUMP CHAMBER CB 1, TYPE 2, 48° RIM =93.5 SOLID LOCKING LID. PUMP INSTALL HYDROMATIC MODEL SPD100H OR EQ. SUBMERSIBLE EFFLUENT PUMP, MOUNT PER MFG SPECIFICATIONS PUMP CHAMBER DETAIL NOT TO SCALE CORRECTION LTR #I 40 3900 FLOAT SWITCHES WITH PVC PIPE SUPPORT BRACKET OR EQ. CONTRACTOR OPTION: 1. GATE VALVE AND CHECK VALVE CAN BE INSTALLED IN WET WELL 2. GATE VALVE AND CHECK VALVE CAN BE INSTALLED OUTSIDE OF WET WELL IN METER BOX. POWER LEAD AND CONTROL WIRING PER CODE -6" PERF PIPE IE IN =90.0 REVISION N0, 2 oft 'ill I LEGAL DESCRIPTION THE NORTH 75 FEET OF LOT 20, BLOCK 4, ADAMS HOMES TRACTS, AS RECORDED IN VOLUME 11, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. CONTACT INFORMATION OWNER ENGINEER BUILDER /CONTRACTOR TODD POWELL, V.P. DUNCANSON COMPANY, INC. P.O. BOX 98309 DES MOINES, WASHINGTON 98198 (206) 824 -6224 SITE INFORMATION TAX LOT NUMBER 0040000576 SITE ADDRESS 14434 46TH AVENUE SOUTH TUKWILA, WASHINGTON PARCEL AREA 9,470± SF These Works plans have Department been conformance with marmot City s nrds. City standards. Acceptance is subject to otters end omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. F9nal acceptance is subject to field inspection by the Public Works utilities inspector. Date: BP JOHN & DONNA SHERRILL 14434 46TH AVENUE SOUTH TUKWILA, WASHINGTON (206) 684 -3609 JEFFREY E. DYE, P.E. DUNCANSON COMPANY, INC. 145 SW 155TH STREET, SUITE 102 BURIEN, WA 98166 (206) 244 -4141 RECEIVED CITY OF TUKWILA MAY 1 0 2002 PERMIT CENTER U PERMIT CENTER VERTICAL DATUM ASSUMED EXISTING CATCH BASIN ON WEST SIDE OF 46TH AVE. S ASSUMED TO BE EL. =100 UNDERGROUND CAUTI ® IIN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTIUTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. DUNCANSON Company, Sec. 145 SWISS& Stree4 Sine 102 Seattle, Wachh,gwo 98166 Phone 206.244.4141 Paz 20674444455 cc co w 0 co m co • O = m Z 0 w w LU 0 0 r d Z Z CO Q CA Q z0 ▪ Z Q CC OMz 0- C 4 1.2 :r O' p ?0,0 V i Deli° CHAMBER 1 -1/2" - 3/4" WASHED ROCK EXIST CB, TYPE 1 RIM =100 EXIST IE =98.1, 12" CMP NEW IE =99.1, 2" FORCE MAIN I (1) Iw 1< I I(4 15' 14' EXIST I ASPHALT I i II TO PUMP CHAMBER PUMP TO IE =90.0 n 18" 411161111 CONC WALK )1 40' 50LF' 4 SCHEDULE n NATVIE FILL 8" THICK CONCRETE WALL RESTORE ASPHALT PER CITY OF TUKWILA STANDARDS 1 - 2" PVC 11.5' BEND NEW DRIVEWAY 35 PVC SLOPE =4% 6 PERF PIPE END CAP OR LAID LEVEL PLUG, TYP. 20' PLAN 20' SECTION A — A 126.31' S' --- 11/1/Pa. � ‘ 72' Cr' 0 20LF -4 PERFORATED PIPE_ GARAGE SLOPE =2.5% FF =98.4 50 9p. 26' 95. _ PROPOSED HOUSE ie 0 13' 45LF .-4' PERFORATED PIPE SLOPE =2% FILTER FABRIC I Ligi*� 4 ' B¢'aRvat7B' %9 J 1 1 aLa a W6 140 LF 2" SD SCHEDULE 40 PVC 30LF -4 PERF. PIPE SLOPE =2 %N 30LF 4' PERFORATED PIPE SLOPE =5% 5200 46' 91.10 126.31' LOT AREA PLAN GRAPHIC SCALE m m I IN FEE? 1 inch= 20 R Cij r 2 , 6" PERF PIPE LAID LEVEL CB 2 TYPE 1 SOLID LOCKING UD CB 2, TYPE 1 RIM =93.5 IE OUT =89.5 y 34.31' 55LF »4 SCHEDULE 35 SLOPE =5.5% ro -INLET PIPE --t O S O UZS 6" PERF PIPE LAID LEVEL PERFORATED TIGHTLINE CONNECTION 4" SCHEDULE 35 PERFORATED PVC PIPE FOOTING DRAIN 8 "X18" CONCRETE FOOTING TYP. NOT TO SCALE 6" MIN. FOOTING DRAIN DETAIL NE 1/4, SEC 22, TWP 23 N, RGE 4 E, W.M. FILTER FABRIC 1 -1/2" MINUS WASHED ROCK 55LF »4' SCHEDULE 35 PVC SLOPE =5.3% 50LF' 4" PERFORATED PIPE SLOPE =5% 4" SCHEDULE 35 SOLID PVC DOWNSPOUT PIPE SLOPE MINIMUM 2% 35LF -4' SCHEDULE 35 PVC SLOPE =9.3% A FILTER FABRIC PUMP CHAMBER, SEE DETAIL 2, THIS SHEET CB 1, TYPE 2, 48 RIM =93.5 IE IN =90.0, 6" PERF PIPE IE OUT= 91.5, 2 FORCE MAIN (FIELD VERIFY) 2' X 20' PERFORATED STUB OUT CONNECTION SEE DETAIL 1, THIS SHEET CB 2, TYPE 1 RIM =93.5 IE IN =89.5 IE OUT =89.5 (FIELD VERIFY) 30LF , -4" PVC SLOPE =3.3% 4OLF 4" SCHEDULE 35 PVC SLOPE =7.9% SURVEY NOTE: DUNCANSON COMPANY HAS NOT PERFORMED A TOPOGRAPHIC SURVEY FOR THIS SITE. LEVEL ROD MEASUREMENTS MADE BY THE CONTRACTOR WERE USED TO DETERMINE ELEVATIONS FOR THE SITE. DUNCANSON COMPANY ACCEPTS NO LIABILITY FOR THE ACCURACY OF THESE FIELD MEASUREMENTS. NATIVE FILL 6" MIN 12" MIN 12 IE =89.5 I--2 2' SECTION B — B 93.5 IE =87.5 1 -1/2" - 3/4" WASHED ROCK KEY: ?20 FOOTING AND DOWNSPOUT SYSTEMS SPOT ELEVATIONS ARE SHOWN AS INVERT OF PIPE I _*_121:4 PERIMETER SPOT ELEVATIONS ARE GROUND SHOTS 2.5' 4 5' PUMP CHAMBER REQUIRED VOLUME 1.5' GENERAL NOTES: (1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WSDOT /APWA STANDARD SPECIFICATIONS AND PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. (2) A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. (3) CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF TUKWILA CODE. (4) ALL UTIUTY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. (5) ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2 -06.3. (6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE UFE, HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF WSDOT STANDARD SPECIFICATIONS 1 -07.23 - TRAFFIC CONTROL SHALL APPLY. DRAINAGE NOTES: (1) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. (2) DOWNSPOUT DRAINS (DS) AND A STORM DRAIN PIPE (SD) SHALL BE SDR 35 PVC CONFORMING TO ASTM D3034. (3) CONTACT DUNCANSON COMPANY IF ANY GRADING OR DRAINAGE CHANGES ARE PLANNED OR IF ANY DISCREPANCIES ARE FOUND. (4) ALL DOWNSPOUT DRAINS AND FOOTING DRAINS SHALL BE CONNECTED TO THE PERFORATED STUB OUT CONNECTION PRIOR TO THE SD PUMP SYSTEM. (5) UTIUTIES EXIST IN THE CONSTRUCTION AREA. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING IMPROVEMENTS AND AVOID CONFLICTS. (7) FORCE MAIN PIPE TO BE SCHEDULE 40 PVC. (8) PUMP CONTROL PANEL SHALL BE PROVIDED IN THE GARAGE. PANEL SHALL INCLUDE A HAND -OFF -AUTO SWITCH AND A WARNING LIGHT FOR HIGH WATER AND PUMP SEAL FAILURE. HYDROMATIC Q -PANEL OR EQUAL 6° }It MIN 6' MIN ALARM ON =92.67 PUMP ON =92.5 2' SCHED 40 FORCE MAIN\ IE =91.5 PUMP OFF =90.0 1 I PUMP CHAMBER CB 1, TYPE 2, 48° RIM =93.5 SOLID LOCKING LID. PUMP INSTALL HYDROMATIC MODEL SPD100H OR EQ. SUBMERSIBLE EFFLUENT PUMP, MOUNT PER MFG SPECIFICATIONS PUMP CHAMBER DETAIL NOT TO SCALE CORRECTION LTR #I 40 3900 FLOAT SWITCHES WITH PVC PIPE SUPPORT BRACKET OR EQ. CONTRACTOR OPTION: 1. GATE VALVE AND CHECK VALVE CAN BE INSTALLED IN WET WELL 2. GATE VALVE AND CHECK VALVE CAN BE INSTALLED OUTSIDE OF WET WELL IN METER BOX. POWER LEAD AND CONTROL WIRING PER CODE -6" PERF PIPE IE IN =90.0 REVISION N0, 2 oft 'ill I LEGAL DESCRIPTION THE NORTH 75 FEET OF LOT 20, BLOCK 4, ADAMS HOMES TRACTS, AS RECORDED IN VOLUME 11, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. CONTACT INFORMATION OWNER ENGINEER BUILDER /CONTRACTOR TODD POWELL, V.P. DUNCANSON COMPANY, INC. P.O. BOX 98309 DES MOINES, WASHINGTON 98198 (206) 824 -6224 SITE INFORMATION TAX LOT NUMBER 0040000576 SITE ADDRESS 14434 46TH AVENUE SOUTH TUKWILA, WASHINGTON PARCEL AREA 9,470± SF These Works plans have Department been conformance with marmot City s nrds. City standards. Acceptance is subject to otters end omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. F9nal acceptance is subject to field inspection by the Public Works utilities inspector. Date: BP JOHN & DONNA SHERRILL 14434 46TH AVENUE SOUTH TUKWILA, WASHINGTON (206) 684 -3609 JEFFREY E. DYE, P.E. DUNCANSON COMPANY, INC. 145 SW 155TH STREET, SUITE 102 BURIEN, WA 98166 (206) 244 -4141 RECEIVED CITY OF TUKWILA MAY 1 0 2002 PERMIT CENTER U PERMIT CENTER VERTICAL DATUM ASSUMED EXISTING CATCH BASIN ON WEST SIDE OF 46TH AVE. S ASSUMED TO BE EL. =100 UNDERGROUND CAUTI ® IIN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTIUTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. DUNCANSON Company, Sec. 145 SWISS& Stree4 Sine 102 Seattle, Wachh,gwo 98166 Phone 206.244.4141 Paz 20674444455 cc co w 0 co m co • O = m Z 0 w w LU 0 0 r d Z Z CO Q CA Q z0 ▪ Z Q CC OMz 0- C File: 35mm Drawing# 6 57. oil' 78 0585 63.Z 'Co s :t o Co 3.2. A / P • oy 30 0 o` 0 0 /10 S T. /10 I y I 20 7 1 7o 1 36.87 I i 3 1. d7 NN n a 9/ 0 N 1. I ?y B7- S q 2 I; ' ! LOT 19f1 ° 0 8 b 9 0 '0.P/3 te ' 84. /7 69. o/ 01 C3.E7 /00 9 9 0 03/ I Z8 8 0 • /0 // /0 0 INCH CHINA .9 4 t ) ` 0 V " c yn3 olio 1// 0 . 'l 0 / rrl N ••• b ,N87 ° 49' 17 "W t / /.. / 5 I.. Pt C . Zl 1 111 1 1iiilii111 1 111 111 11li111111111111111111111iilii11lii iiliii li1ii.li11ilii:i1 63,4 p.. 63 6 I 5 S...• 3 C Z roo iifIIJI!111(111l i1rii161i i J! I iiliiii • �v •. ` r fit; 6 4 S. 0 5 0° /T 0575 I • To-AL AStn4/ Ago : ( I Eoo I Tm.- I MPTV ov 5 S'g6kc Srre ; L, 000 $F gOAT7NivAYS = Z,2505F LOT 0 1 110 = 3 000 sF Lot 0595 = 3 10T 05,0 =3, [5' 2.51 sF 0.35. •oTAct— l AI Ac- ` 0.35 -c. It 0 6 �. rlov i ks E O1ER. Scale: 1" =100' DUNCANSON COMPANY, INC. Civil Engineering • Surveying • Land Planning 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 UPSTREAM EXISTING BASIN DELINEATION Drawn: JED POb No. 02884 •