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Permit D97-0159 - ARCHER RESIDENCE - NEW SINGLE FAMILY RESIDENCE, GARAGE AND UNCOVERED DECK
City of Tukwila t Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 217200 -0025 13013 56 AV S NSFR DEVPERM LDR V -N 001 North: TUKWILA Contractor License No: ACCURBD071KR Permit Center Authorized Signature:" Permit No: Status: Issued: Expires: (206) 431 -3670 D97 -0159 ISSUED 07/02/1997 12/29/1997 Occupancy: DWELLING UBC: 1994 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: OCCUPANT ARCHER BRYAN Phone: 206 248 -2551 13013,56 AV 5, TUKWILA WA 98178 OWNER ARCHER BRIAN & DIXIE Phone: • (206)248 -2551 13013 56TH AVE S, TUKWILA WA. 98178 CONTACT .BRYAN ARCHER 13013 56 AV S, TUKWILA WA 98178 CONTRACTOR ACCURATE BUILDING DESIGN 11326 17 AV NE, SEATTLE WA 98125 ***************** k*********************************** * * * * * * * * * * ** * * * * * * * * * ** * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1975 S.F. SINGLE FAMILY RESIDENCE WITH A 645 S.F. ATTACHED GARAGE, 256 S.F. UNCOVERED DECK AND A 301 S.F. COVERED DECK, DRIVEWAY, STORM DRAINAGE, FLOOD ZONE CONTROL THE NEW.RESIDENCE WILL BE RECONNECTED, TO THE EXIS- TING WATER METER. ABANDON EXISTING SEPTIC'SYSTEM. *************************************************•**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 157,232.05 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: .Size(in): .00 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape'Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,066.96 ***************************************************** * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** Phone: 206 248 -2551 Phone: 440 -8853 (111_ _c _ Date :T &`l I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p bit. Signature:__ Date: 7 L 4 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. Project Name/Tenant: /J , /..)r /x rr r Type of work: 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 Value f Constructio P /57�c .,D kct,vi Site Address: /30 /5 S 44 t le_ ro _ pity State/ ip: 7, ..h i.d 9ei Tax Parcel Number: ,-Q 1 ? *.ob — r n, 5 Property Owner :d!^ <1.,vi Ary A ,e l" Phone: n4, -- `/2 - x,5.5 / Street Address: �l / 3 e:' /1 5 6 44r.. -e_ CO — 7 - 4, City tats /Zip: 4, . /a /A 9,=' /,, Fax #: , et hi Contractor: � (r/ a rn7e... binc /rice //0" Phone: Street A dress: C l.. , II pr, La'<-,. City State /Zip: Fax #: - sn.J1teet: tNti. Wjll. fl -1 -4/4"-- 61 Phone: Street Address: It-24)- 247.-4 . 2 �'} � , Vf-#1 Cit State /Zip: tAx 11 3Z Fax #: Engineer: Phone: Street Address: �Z' - 2�a t ' *. I -p / City S to /Zip: ii � :: Fax #: Contact Rerr VUI Tr4D Phone: % 3 c i - 7' 0 q Street Address : cit State /Zip: 24 � . 21,3 4 �' r wa g8D32- Fax #: 5 %Y1-& Description of work to be done: N - gib .12f? - aw+k . I - 6 4. 1 (q 7 411 uo, -il Type of work: 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 eptic (King County Health Dept. approval required - 296 -4722) ATT/ 3 Q ' "-'�' Square Footage for ucture: _ _sq. ft. Dwelling _sq. ft. Covered Deck(s) • ..,q. f ' arport sq. ft. Accessory Structure(s) ft. Uncovered Deck _sq. Proposed ew Square Footage: (CI 1 S sq. ft. Dwelling 3 0 I sq. ft. Covered Deck(s) VA 6 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) (3 5 (D sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Is.,, L�c ll 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU .°WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Fell STAFF USE ONLY Project P4w permit Numberr J " 1 1' 4 , I t'✓ '..t l ;' 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 mall 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 71 Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): 29 Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: 171 Sanitary Side Sewer #:' / c 7` "'.1'./ . <; ❑ Sewer Main Extension 0 Private 0 Public ® Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: I 1 - 1a - 97 Application taken fly: (initials) PLEASE SIGN BACK OF APPLICATION FORM STPERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZE AGENT: Signature: I Date: s/ .. /9 7 Print name: w r V Phone: &.y d55 Fax #: y . Address: 4 / hi �, )C.1 ds Z1 ALL SINGLE - FAMILY RESIDENT PERMIT APPLICATIONS MUST BE • BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED B'i . REGISTERED ARCHITECT OR PRO, .:SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) El ❑ Building height ❑, ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ El If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFI'ERMIT.DOC 2/13/97 Permit No: D97 -0159 Status: ISSUED Address: Suite: Tenant: Type: DEVPERM Applied: 05/12/1997 Parcel #: 217200 -0025 Issued: 07/02/1997 * k•k k k* ki * * * * * ** * **** ** ** k* k•k* k k *•h k***** ** k k * *•k* k * *-k k* k* k•* k* k k k*•k k'k k Permit Conditions:. 1. No changes will be made: to the plans unless approved by the ' , 1Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall be ob::.tain`ed t;hrough.,the Seattle -King County Department of - Pub'l i c "Health. " Plumbing. wi 1'l be inspected by that ;agency. ,inclsuding all gas piping (296 -4722) Electrical permits be obtained through,:the Washington State Div s.i'on ot,Labor and Industries and all/electrical work. wi 11 be inspected by,that "agency- ,(2413 -6630) . Ali ;mecharf•i ca'l work ` shall be separate perm t i ss ted the City , =of Tukwi la , All permits, inspection records, and approved plans shall avai T the ; `job site `prior to' the start of` any ,con- struction. - These docu are : "to be maintained and.:a`vai able�u'ntiirfinal inspection Approval is granted. Anv :exposed,', in;sulations':backing material shall have aflame:. Spread Ra'ting:`of 25. Cr less.- and material shall bear identi • fication .showing,.the fire .,performance rating thereof. Notify he :Ci;,ty,' of_Tukwi,la Building Division prior to placing any concrete. This'.;procedure is in addition to any reirements :f or ` qu special inspection. 3 All- construction to be a done in .conformance with approved pla and req'uirements°of' the Uniform Building Code (1994,: Edition) as> amended, Uniform Me'chanicai Code (1994 Edition) and`;. Washington "Mate Energy Code (1994, Edition). Val i,dity of Permit. The issuance of a 'permtt:'or _approval o plan's:, 'specifications, and computations shall not be con- , strued;to be a permit for, or an approval of,. any violation of any, of.,the' provisions of the building 'code' or of any other ordinance, of the - ,.jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall. "be valid. 10. There shall'; occupancy;` of-the building(s) until the final inspection . has been completed by the Tukwila.Building Inspector. 11. Temporary erosion control measures shall be lrnplernented as the first order of business to prevent sedimentation off- site or into existing storm drainage 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection, 13. The property owner shall sign a Sewer System No- Protest Agreement for future upgrade.of the existing deficient sys- tem prior to the Final Inspection. 14. Driveways shall comply with City residential standards. Driveway width shall be a 10 and 20' maximum. Scope shall be a maximum of 157.. YUrnin9 ,rad %,ii shall be a minimum of five feet. 15. Driveways shall be paved for a mjtll ►um distance of 20' from the edge of existing road pavement., No storm drainage design was prov i d'i1d as' part of the app l i c. ation submittal. Ground infiltratiQn,sy,,w►$oa shall be used :k:k k * • I �-..u.mr. t.s.t...n4 __ .a.. : =a wr.» t=QWM."Z'W9Y `' tbZr'Nax.W:tl,• :- taier ba W enever soil <types and, site. conditions 'permit. New infil ' • tration.systems : sh"" nbt. negatively impact .a Qxist' g • properties 'iri the ^' a. AAA ground 'infiltration► tem des gn sha,l ";'be submi tied to the City: Ut,i41 it i es Inspector for rev.iew:and' approval by the City Surface Water 'Engineer prior: to : construction. If, ground. inf i.l<tration is not appropriate for this site, 'an ..alternative drainage .system: shall be :designed and submitted to ,the Ci ty Utilities Inspector' for review and ; 'approval by:. the. City : Sur face._ Water Engineer prior to construction. It-is strongly recommended that storm drainage designs be certified by a..1icensed engineer; otherwise, the owner . assumes liability for the design and any subsequent related damage ' All private; storm dram pipe•.shall be' either concrete or • i'einforc.sd:'ADS pipe.. �` Treated corrugated rneta:l pipe may be used for detention .faci 1 i t es • OWNER SHALL. FOLLOW ALL.. THE' CONDITIONS SPELLED O1 T IN PUBLIC • WORKS ''COMMENTS { MEMO :DATED ;JUNE 30', 19.97 WHICH IS ATTACHED AS PART 4F.IHIS. PERMIT, ' 5 BEFORE THIrS1` F AMILY . RESIDENCE 'CAN BE OCCUPIED T EXISTING', °;SINGLE 'FAMILY= RESIDENCE: MUST BE" DEMOLISHED:?, UNDER, A DEM4.L'ITI.ON PERMIT ,AND. THE'�PER.MI�T� ,MUST BE FINALED' ALSO,, %BEFORE THE 2NEW NEW SINGLE :FAMILr.tRESIDENCE . CAN BE OCCUPAED THE DRAIN FIEL :D''MUS T BE _INSTALLED'. .. % � �. ivr; � PLAN REVIEW / ROUTING SLIP D-I 1 DATE 5 -0 PROJECT NAME C / &h -e ACTIVITY NUMBER DEPARTMENT: BUILDING DIVISION f w e. s - a81 PUBLIC WORKS COMPLETE COMMENTS r — CIA REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F ,.e ...auv. +,v..vwwwoseus,trl..9mhanawrors .0 0}. ur .KRUY0ac9eti\t:'rmRAexa:.wmwNra Perm+ Ccorci. Co'/ FIRE PREVE TION PPPQr. STRU DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5 /5 - -/ / NOT COMPLETE NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE in NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 1 1 DATE DATE DUE DATE 5 a7 - q7 APPROVED ❑ APPROVED WI CONDITIONS ❑ NOT APPROVED (attach comments) DUE DATE APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) fr��, ril,;lax; 6t~iatte tit S tsr rwF i tt� rr: » PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER -j • 0 169 DATE 5 a- 97 PROJECT NAME 4rChe—.rj eri DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION 111 PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL 0 PERMIT COORDINATOR Q 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F tyo CORRECTION DETERMINATION: DATE DATE DATE NOT COMPLETE El NOT APPLICABLE ❑ DUE DATE 5' /3° 97 TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) 1 DUE DATE 5'h alp 97 NOT APPROVED (attach comments) Q ,e,e M•#1 e.vo / a•. J 2ee yte <c.7L t 1 DUE DATE APPROVED I 1 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certificadon of occupancy required. ) \::s��.`.•�.in .tv ^�. k! A+ _,.7t yc j, C;1:1ic.':!m t1i CI :^ w? �o nb..-.'• k�il A' 4 .r r' L'{ t ��' �v `�t4Y;i".�''�i�'.53Swi7.i'�r`4: a:P ?:�i6Y x�+ a+ ��t, Y.,! rt? 5? �s'•." i�r .�fii�}+p(�}tiag ?�a °.P PROJECT NAME PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Doi - 0 FH E?ran DEPARTMENT: BUILDING DIVISION le FIRE PREVENTION 0 PLANNING DIVISION p PUBLIC WORKS STRUCTURAL p PERMIT COORDINATOR p 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED ( l REVIEWERS INITIAL — DATE 5 CORRECTION DETERMINATION: APPROVED p REVIEWERS INITIAL C:ROUTE -F . DATE DATE TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) 6143),' DUE DATE 513 NOT COMPLETE p NOT APPLICABLE 0 DATE s 97 1 DUE DATE 50-7 - f 7 APPROVED W/ CONDITIONS SZT NOT APPROVED (attach comments) El j - z.s /ct DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Cettifiadon of occupancy required. — ) ...'.. `. �5 „`':, ;r,:;j:M � 4 1r:�Y;ytwJY• '!J;' §�:�s:�t;: dw's; l7b P.'...�„A ',s ^. "tvw.t:, +: �• ;:tr; htl,;xnl: �7� .s'y'i. y. A P;b • tkityt 's1'�: ^SJ� a',�''.ii?rs },a:�H.ek y.'`.�', .�'Si�:; u,'ti£v;.:t[;� +�:'��.kr }?�"•� � :.T�: !% 'x... �2�r, , } �Lr <�'�r?Y...��iLY`^^ ��,:.�r ?5, ...3�:'�:?'..'�'�?'��l`�.�' !•� .+ K ,�'k,' a ... x. x� �::, i ..t +�'.�•;- . eti�, , 4. ✓rh,u.. xf,.;7.47 w. ��. �?..�ffS ACTIVITY NUMBER {1) q� - c DAB s- 97 PROJECT NAME Rfc 2r, (� rt (. r n DEPARTMENT: BUILDING DIVISION FIRE PREVENTION ai PLANNING DIVISION 0 PUBLIC WORKS D STRUCTURAL El PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE • NOT COMPLETE COmmEN'T e 4 u P r 6LA0.10, TUES /THURS ROUTING: ROUTED BY STAFF fl (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED LI APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) Eli REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 0 REVIEWERS INITIAL C:ROUTE -F c PLAN REVIEW / ROUTING SLIP dYTi 4 L6C.o`Tti 070 W s(' vt'► ri- 5e-e. yellow i-h' -1)'lam on 51 '' PLEASE ROUTE d PFURTHER REVIEW REQUIRED DATE (p 20/7 DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 DATE DUE DATE 5 13 - -/ / • NOT APPLICABLE Q rQo� -e53 DUE DUE DATE 5g-7 - q 7 DUE DATE (Certification of occupancy rsquired. —_ ) ii , A t �(1� M g,� i e; r"ae"`',y##ti:s� 4,VI F ar �. X a }y lr.F�k�;4.!d ♦ ��+ 47sc �6� .�:3ta9i�nS�..?7t';Jhh:.,.f�,«v �. rb�Yi :.7'C' + �.Sff.•` %�lai +�t�K+l REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER . t - Q 1 9 PROJECT NAME / or) e DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION PLANNING DIVISION . PUBLIC WORKS STRUCTURAL ❑ PERMIT COORDINATOR 0 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE al NOT COMPLETE ❑ COMMENTS TIDES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED En ROUTED BY STAFF fl (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL �, (-1 . c 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) EJ CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE DATE DUE DATE 5 13 - 7 NOT APPLICABLE 0 DATE /i3/7 oar ,a 97 DUE DATE 50-7 - q7 DUE DATE APPROVED n APPROVED W/ CONDITIONS 4 l NOT APPROVED (attach comments) 0 (Cerdfiadoe of occupancy required. — ) DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE 0 COMMENTS ROUTED BY STAFF ❑ REVIEWERS REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F `bfl i�cir;.t�"•?': c� �Y'r'+�� `: �: C t�.}Z ' _��' °: ,xi'.; PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME C r G - e DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS • 4 TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS CORRECTION DETERMINATION: DGF oiq DATE s - 0 97 FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ ro . d by staff, make copy to master file & enter Sierra.) DA DATE DATE NOT APPLICABLE ❑ dw DUE DATE 5 /3 c% 7 DUE DATE 5 a7 - q 7 NOT APPROVED (attach comments) ❑ -- 2/0//? - 7 .1= DUE DATE APPROVED 11 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Cerdficadoa of occupancy required, ) 1 1 viiot • **A*************************** j q i- � :t *k **,1 A* * ****A* ** * * * *�1•.4A* CITY OF TUKWILA !'!A` A• f. 1RONSMIT * k•k* *k* * ** **ft k* ***** **kk* *:k ** *k TRANSMIT: Number: 89700580 Amount: :r' 765.21 05/12/97 12:32 Payment Method: CHECK Notation: DIXIE ARCHER Init: RJR ' . No:, D97 Tune: DEVPLIU . DEVELOPMENT PERMIT Parcel No:.217200 -0025 $ ite:.Addi^es: 13013 56 AV S. Total tees: 1 .765.21 Total ALL Pints: 765.21 Balance: 10:41 * r * •k **k•k **** *y1 *** #1 * *•*k * *•k * * * ***** * *AAAk*** * *i, * ***, * * *;1 k ** *AA***** T h i s ,F yme.nt Account Code Description :000/345.'830 PLAN CHECK - UE5 ' Amount 765.21 0411 05/12 7705 TOTAL • 765.21 kk *** * * * * * ** * *1c *k*k4k * * * ** ** kk. * ** ** kli *k *1 * *kkkkA *A * * *kk CITY OF 1'UI {WIL SSA TRANSMIT *** k****** A.** kk k *: 1 •k*1ek *kTr'1�,C * * * .**i. *k * *k11kk *** ***kkk *** TR tNSMIT Number: R9700608 Amount: 1.301.75 07/02/97 14:08 Payment Method: CHECK Notation: BRYAN ARCHER Init; KJP Permit •No: D97 -0155 Tye: DEVPEIIM DEVCLOPMEN•f PERMI•f Parcel ::•No: .217200 -0025 Site Address: 13013 56 AV S .: Total Fees: 2 This 'Payment 1 Total ALL Pmts:. 2 Balance: .00 * * ** ** * ** * ******** *****• Al a* *A*** * *+1••A• * *** * *4 **** **il•i ** **** *** *•A*** Account Code 000/322.100 000/345.830 000/386.904 000 /342.40() 41:/342.400 402/342.400 000/322.400 Description BUILDING - RES PLAN! CHECK •- UTILITY STATE BUILDING SURCHARGE IN$P FEE - UTILITY INSP FEE - STORM DRAIN INSP FEE - SME /SSS FLOOD ZONE CONTROL Amount 1 20.00 4.50 15.00 15.00 20.00 50.00 L700 07/03 /717 TOTAL .1301.75 • Proje // Type of `Insfi iNn: Address:,; Date called: -' Special instructions: Date wanted: a.m. ago Requester: Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 Approved per applicable codes. COMMENTS: Inspectoy�! / //j ,�, Date: RMIT NO. 06)431 - 3670` Corrections required prior to approval. D $4 ..ot>"REINSPECTIONIi'EE REQUIRf<D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: C ( Type of Insp v A dress: � t2 C C. Date called: 111 Special instructions: Date wanted: a.m. P.m. Requester: Phone: : ... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: t ex\ kit yead . i 0.6 , '1 4 . 4 \A- 1 0 CeA,Ld A.4 Weis s Date: ee Ei $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L3 :Project: A , ' tWeriW Type of Inspect' n: VR •Cititie Address: • 11 7 0 1 1.6. Av 5 Date called: '14-q1 Special iriStructions: .; OilAdt- fr i tut- be.6ve. , tu k4 eatA4 11/1.;;;' 11614— . Date wanted:12 J'2 O1 (Ic Pall . Requester: .. . 1N 1 Phone: INSPECTION NO. INSPECTION RECOR116--4 Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter BlVd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • 'OW ltLIAAn J- AI> Inspec ',66-V\xtriLp Date: 1 I i>1 El $47.00 REINSPECTION gE REQUIRED. Prior to inspection, fee must be paid at 630Q,Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 Project: �j t t t�t,v‘ 'G�►2,r Type of Inspe tion: ,c, c " Address: 13aj 3 s I , b Date c ;ll / 10 Special instructions: - ' ; . Date wanted: a- /3 a.m. p Reques r: J x � I `' /, rc Zr" Ph e: taw-1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: / • COMMENTS: / t Z / CO/Ut /.0 C � - c i U./GY Wt p.IJC.Q4 Date called: 5 / e e / / `� / (,dh ill, G fA1 ll rl;Q (� 41 ' yr a SG() Requester: g-S ' PS12-LI 1 6-4 IAA 1� Phone No.: A . t,�., . A.2-14 / �.4-� -, Wa-.t i44(24 poly /ice (N AQ. Ard wwJ to 61 ) `, G't AAAir w al- P-6 Project: AR -1 -11 L Type of inspection: G. e---0 Address: 13,) (3 s - 6 0 fY 5. Date called: 5 / e e Special instructions: Date wanted: 7 A a.m. v'F p.m. Requester: g-S ' PS12-LI 1 6-4 IAA 1� Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1'00, Tukwila, WA 98188 I Approved per applicable codes. INSPECTION RECO Retain a copy with p RMIT NO. (20f 1 -3670 Corrections required prior to approval. Inspector: Date: ./ / o7 $42.00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: tk Project :: � . r, , Type of inspection: Address. Date called: Special ih ructi Date wanted: 4 a.m. Requester: Phone No.: PERMIT NO. INSPECTION NO, . CITY OF TUKWILA .BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Inspector: INSPECTION RECD '•) Retain a copy with p rtnit (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: . !,� /� L�j ' J (' 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. f Receipt No.: Date: COMMENTS: 1) i fwv1/4 k2 ,1_, I elkeuz.- - H Am oit t bit .. & . T of inspection: �- NJ At— z) G u nf n t.Z c a-hI ht-L4■- A- SPI34i2 . or- z-1 Date called: 4 / 7 Date wanted: 017/ 9, t Gil— L Tt1 PM- r 4W,GN'. Requester: & 1 L1/4.,....- 3 ) .S i (1 I 4. , rt,1 s (,,..) C A; c,- c..1 L I iN\ G ) C o etr .c opt ( .W) 5-d i-4 nil -.1. 9a-ait- - rt) WT . GA2,A.G.E • rru cu,sr T u- - c:}4. G - S v-0e0(c .t._ l ,aSu n'rr 2. ` . 461J 1 Vc'n- cr—v'/ J T r' c 1 X1'7 . ? G610-1 P N 60c ■ rt j (-- II c I�A-(k -. ats M1- t3 �7s Sly -, R,S 4-i .),. -.-A 1 . 1 Project: ,( � _ a rG T of inspection: �- NJ At— Address: 13013 Sit S , Date called: 4 / 7 Date wanted: 017/ 9, t Special instructions: Requester: & 1 L1/4.,....- Phone No.: Z q! - 2551 Approved per applicable codes. INSPECTION RECO`9 Retain a copy with pb_.._hit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 nmeesserromfateSsTAINZEMPAM PERMIT NO. (206) 431 -3670 17 Corrections required prior to approval. Inspector: Date: L( ' (1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: A ccA Type of inspection: lr Address: b4,13 '51 S. Date called: Special instructions: Date wanted: \ (1 ir 1 q a Requester: Phone No.: �v� j ^, rk..: 4'Y Ja4. iT., . INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 j Approved per applicable codes. COMMENTS: INSPECTION. REC Retain a copy with p it PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: L� Vqk $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Special instructions: Address: Type of inspectio Date called: Date wanted: a.m. ..m. Requester: Phone No.: (206) 431 -3670 COMMENTS: Inspector: Approved per, applicable codes. j 1 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje : Type of insp ction: 1 _, Addres§j 1 f O s/ . Au S Date called: ,;? -6 (1 Special instructions: ' : oofcA .ss.).-k le Date wanted: 6 _ e a.m. �P.rfi- Requester: ,-, U AVA-1 - 7I? 4 P --�c,� eAa iv ) -i7 Mxaaesaegwd...e,,.lo..,w INSPECTION REC Retain a copy with p :w it INSPE . ' NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v: Approved per applicable codes. COMMENT .f Inspector: [Receipt No.: Date: PERMIT NO. ci.f6 ;-2 c e t1fr 5;;• (206) 431 -3670 Corrections required prior to approval. Date: 2 ,6, 25 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. uS 1 } .. _. Project: ?s elloet Type of inspection c � Address: / �e!'�� / (/ � /p /� /2 Date called: Special instructions: " Date wanted: .,... / ` 4Q ACJ p p.m. Requester: Phone No.: INSPECTION RECQPQ Retain a copy with pt,. ii INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERMIT NO, (206) 431 -3670 Approved per applicable codes. COMMENTS: Inspector: / Corrections required prior to approval. .mil 7 Date -3163 $42.00 REINSPECTIOI4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: :KaW GSiH.ka:y lu:: AA - —. d r•°.. "tm.a. .ri ... t7} Project: � � B Type of inspection: � , Addre Date called: Special. instructions: Date wanted: , *— 23 � e a:m m. Requester: Phone No.: INSPECTION REC Retain a copy with p it INSPECTI O. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 c A Approved per applicable codes. COMMENTS: I Inspector . (206) 431 -3670 Corrections required prior to approval. Date: /..23_98 $42.00 REINSPECNON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: a, Project: • I^.'e h '49-2)&11 Type of inspection: // ' 'K t ,M ¶ t, 1-4 ,41'9- : rmi e , Af.�.r9 t Date ca ed: C tT Special I r ons: Date wanted: Requester: Phone No.: INSP TIOITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r,4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 1-16- '70 1 1 Receipt No.: vomittmoracpcarrau 4f R.,..� Project: / 1 "N` ` ? y:6A Type of inspectl'o : ) Address: /301 3 --�� � Date called: / — 1 _ i Special instructions: r Date wanted: 1 ��� S. p.m. Requester: Phone No.: INSPECTION REC Retain a copy with p it Ql INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I Receipt No.: 'V r 7'b /cry PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ��' .•���� Date: / $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: F Project: r ti- � Type of inspection.. Date called: Addre s: Special instructions:. e-- )Cc-e ' G vti/trGJ!` Date wanted: g a . Requester: Phone No.: 'rs INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC Retain a copy with • 'W it [Corrections required prior to approval. PER NO. zp (206), 431 -3670 $42.00 REINSPECTIO, FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Receipt No.: Date: ii I INSPECTION RECOR I Retain a copy with per INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Type of inspection: Bv �an Archer demo sep +ic +c v K Address 13013 S 'Ave S Date called / � _�� Special instructions: Date wanted: ) 2 _ g 11 a.m. t .m. Requester: Brian 4rcher Phone No.: 2 i 1 G_ 2 5 5 I COMMENTS: Approved per applicable codes. 1 Corrections required prior to approval. lr Inspector: Receipt No.: Date: I c q q2 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: f, i . INSPECTION REC Retain a copy with p INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter 3BIId:, #100, Tukwila, WA 98188 Project: ' - Type of in a lion: rye h t2 — "-0/ l/4 l/ 54/ Addre` Date called: Special' instruction �� 4 6 D Date wanted: Requester: ;r .. Phone No.: COMMENTS: Approved per applicable codes. 1 1 Corrections required prior to approval. PERMIT NO. (206) 431 -3670 Inspector: 42 00 AEINSPECTIOt� FEE REQUIRED. Prior to inspection, fee fnust $ p , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: J j, Date: Project: / / _ Type of ins a tion: -' I! Address? 0 I .. st -D / Date ca le Special instructions: Date wanted: " 6 -- ''7 . . �/ a.m p.m Requester: Phone No.: Approved per applicable codes. COMMENTS: Inspector: INSPECTION REC Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval.. jeget tit I. 4 .0,4- \ 7 1 44, acAleive e.0- Date: / 404.42 $42.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I I PERMIT NO. (206) 431 -3670 Project: Type of inspection: Address: I ! 3 5(p ► IV '5 Date called: Date wanted: r - 1 V S V_ ,' -) ! a.m p.ni. Special instructions: Requester: " Phone No.: ° )I D `2- ?w INSPECTION REC Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COIt'JI 1 1 Approved per applicable codes: Inspector: Receipt No.: N.TS: Date: (206) 431 -3670 [ Corrections required prior to approval. $42.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be at 6300.Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: 1 Project: /t_ r i, - A W A ' V V Type of =Ton: Address: 12)0/3 Sty A/' Date cal ed: )1 4 - ^n Special instructions: Date wanted: ± �� S ^ a.m. m. Requester: _+— Phone No.: c 1 0 _.. 3 INSP N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. O1v1M,ENTS: Inspector: Receipt No.: INSPECTION REC Retain a copy with p it Date: ►� ofs1 PERMIT NO. Date:// (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, 4 e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: of inspection: C V_ � J A �\3 - 0'. : Si X POST Ti S --- dress• 4-► zn-r,J 3" r ct C 6 til e 'er 411. -- i G (kc1 u a), ' ..:_ 2) .. rA..L"4;L 6 tAT Sc i . ,/l r4'r'34+1: > '.1 J. c.8 / 64.l1:S tv t 714 S•nomu c ru ! ' 5 g-ttu PS s7.1,A LL ,:: i r c4 " 0 . G. ) ...__, Phone No . `` rotect: Ctn. QA. L . .. 1 &C \ of inspection: C V_ � J A �\3 - .N dress• D to calla Special instructions: DI eYvan Q. .. _c za Requ er: ) ...__, Phone No . `` erd • INSPECTION REC Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Inspecto I Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: / 0/2 2 2 ee must $42 :00 "REINSPECTION FEE REQUIRED. Prior to inspection, be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Project: 4 t .--' Type of inspection: ",' Addless Date called: - Special instructions: • Date wanted: a.m. ' z3 7 Requester: Phone No.: INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Date: (206) 431 -3670 Corrections required prior to approval. Inspector: Dater 2 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: ti Project: Nc: .r, uraarn Type of inspection: oundo,- -vn Address: X3 O Slo, 6 Date called: . q -4 6q`7 Special instructions: Date wanted: _ m p.m. Requester: Q ^ ,} 1x r Ph No.: q ii O . c9:5„1„),. . INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( Approved per applicable codes. Inspector Receipt No.: INSPECTION REC Retain a copy with pt Date: PERMIT NO. (206) 431 -3670 COMMENTS: Corrections required prior to approval. i r ____ .../ .... -1 .1 ar .".,..Las $42.O' REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 6u. ProjecK. n a , s Type of inspectigir �_ fl K\ 6 t-- q� dress: tto��?(o AV S D ate called: g ' is ` 9 Special instructions: Date wanted: Requester F rr_i ... Phone o.: N 910- 23c3 '. — vwmo.SY 5Wi' INSPECTION REC Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 Approved per applicable codes. -7- niS9 PERMIT NO. (206) 431 -3670 COMMENTS: Corrections required prior to approval. 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project p '' .11 p Type of inspn otA dress: c s(0 AV Date called: Special instructions: //�� 1 / f CO A 't, Date wanted: i - I r - —7 a.m. p.m. Requester:0 i �T NONE/4 Phone No.: 0 11 0 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: 610,7-7 INSPECTION REC Retain a copy with it Receipt No.: Corrections required prior to approval. 50/ Date: (206) 431 -3670 • PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project Name: 12,4 Address: Residential Building Permit Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): El I. CI ii 0111. ,iiv. ❑V. 0 V1. ❑VII. ❑ VIII. 2. House Square Footage (HSqFt) 1 ` R - 1Q 9 it ' 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. sE u� cr c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. ti ` 6t Iota (4, • 4. Equipment: , a. Make 1.03-4t4 b. Model (ow c4234.12 'k *.) c. Size in BTU's c LXC� AI 5. Calculation /(HSqFt) 014.0 (see line 2 above) BTU /h X 21 (see line 3 a, b, or c above) BTU Equipment Maximum Size CITY c TUKWILA Permit C rater 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PERMIT APPLICATION #: DT) - 01 5 9 Applicant's Signature: LOS 42‘mci, 7/9/96 Date: Warn Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 H -6 RECEIVED CITY OF TUKWILA MAY 1 2 1997 PERMIT CENTER • SENT: 5Y;HANSEN SURVEYING Haman Sump,' 19710 116th, Ave. SE. Salo A-4 Ronton, WA 98055 Tat 425435-8440 Fax: 425.2350288 Aftentlan Fax number 2o.431-3sis 4 .44‘-04641#*tilif40MOOM4AksIMmtlawitrtra 4:9&,•egooraktietratavvavi ; nal /Mk inciting awer: 3 . 1:313PM PLEASE CALL. IF YOU HAVE ANY QUESTIONS. 41■11■11.11111•W 2062355444 FAX COVER SHEET r agUyINSLI 167 0 118th. Ave. S.E.Aults A-4, Renton PC wow —AMMER. 0 Aisne 0 liepy AMP 0 Maw oftwesit D Mere Wm RI Parser Ilifautalkte CONMENTS GREG: FAXED HEREWITH IS A REVISED COPY OF THE ELEVATION CERTIFICATE FOR THE 2064313665;# 1 D 7- 0 159 BRIAN ARCHER PROPERTY. THE PREVIOUS CERTIFICATE WAS BASED UPON THE OLO 1989 MAPS. THE BENCH MARKS ARE THE SAME FOR BOTH THE 1989 AND 1006 FIRM MAPS. I HAVE REVISED THE YLS(A V .Lr."„ir," r"c L. V ,Af fUl< MLA 1-'013LIC"VVOM • ". SENT BY:HANSEN SURVEYING ATTENTION: Use of this certificate cods not provide a waiver 01 the flood insurance pwches, reouirernem, This form ie used orily. provide elevation information necessary to ensure compliance with applicable community floodpla n management ordinances.10' � determine the proper insurance premium rate, ardor to support a renuest for a letter of Mao Amendment or Revision (LOMA or.LOMR). instructions for completing this form can be found on the following pages. BUILDING OWNER'S NAME - ,4 STREET ADDRESS (laming At3t.. um, Sus anew We: NvmeWi on P.O. ROUTE'ANO Ilk NUMBER 13913_ _si.?b AVE, S. OTHER DESCRIPTION (Lot and feeceNumben, ell.) CITY 5 -2e -98 1:39PM ; SECTION A PROPERTY INFORMATION Provide the following from the proper FIRM (See instructions): 2062358444 ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM STATE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 2064313665;# 2 row IwurtAteee t:0MPAM POLICY NU&W COMPANY NAIL Nuesek p M a.1e03$7•00 apses Alp i1, 19 tie Woe 1. CGMMUNITY NUMUER 51 CO'S5? F 1. PANEL Wale eke, of 1l>:.5, 3. WPM F A. Om Or Mem INOU — % 0- 9117 PLAY iO 4I 1. t l r PL000 m, M Ede n AO Ewa Lee NM AE. tX 7. Indicate the elevation datum system used on the FIRM for BM Flood Elevations (BFE): IGVD'29 Other (describe on back) B. For Zones: A.erliswiwe,no,BFE is provided on the FIRM, and the community has.eetabUatted a BFE for this building site, Indgte the com r 1;y s L_ .__: _— . _ feet NOVO (or other FIRM datum Section B, item 7), '• , %r`'t �' SECTION C BUILDING ELEVATION INFORMATION q 'the FlOivatlpn Gem, cits inetructiona, Indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes thkeubject buildI 's reference level . 2(a). FIRM Zonas•',,1 •A3Q: AEc 4N, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation • of , 3,ifpet,NGVD (or other FIRM datum -see Section B. Item 7). (b). RiAtt' and V (with SFE). The bottom of the lowest horltontai structural member of the reference level from the is et elevation of --- .— feet NOVO (or other FIRM datum -see Section B, Item 7). _ (c). FIRM, Zgnq q;(yilt The floor used as the reference (fuel from the selected diagram Is feet above ._ or oelow (check one) the highest grade adjacent to the building, NI). FIRM Zone AO. The floor used as the reference level from the selected diagram is feet above : or below — (check one} the highest grade adjacent to the building. If no flood depth number Is available, is the building's lowest floor (reference level) elevated in accordance with the community** ffoodplain management ordinance? . Yee , ._ No _ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: X NOVO '20 ,: Other (decoded under Comments on Page 2). (NOTE: If the *tendon datum used In measuring the elevations 1e different than that used on the FiRM (see Section 8, item 71, than convert the Nevadans to the datum system used an the FIRM and show rho conversion equation under Comments on Page a.) 4. Elevation reference mark used appears on FIRM: R Yes - No (See Instructions on Page 4) 5. The reference level elevation is based on: actual constriction construction drawings (NOTE: Use of construction drawings is only vaUd 11 the building doer not yet have the reference level floor in place• in which case this certificate will only be ?A4 /or the building awing the Course of Construction, A post - construction Elevation Certificate will be required once construction Is complete.) 6. The elevation of the lowest grade immediately adjacent to the building Is: _ _...L� t E feet NGVO (or other FIRM aatum•sse Section 8, item 7). SECTION 0 COMMUNITY INFORMATION 1. It the community official responsible (0r verifying building elevations soeeitles that the reference levet Indicated In Section C. Item Ia not me 'I0ww5t floor" as defined In the community's tlogOplain management ordinance. the elevation of the building's 'lowest floor' as defined by the ordinance is: — .... feet NOVO IOr other FIRM datum -see Section 3, Item 7). 2. Date of the sten of con$tructtOn or substantial improvement 'PIMA form 81.31 MAY 90 MIPLACIS ALL ;Ai VIQUS EOI !IONS SEE REVERES stow FOR C0NTe...A t • ��, � Ao0RESS CITY STATE • . i -� C. -• ■ it via SION OATS lahlolia Copies shout COMMENTS: on yam OM IKSa .. BIAS Nola Oil MOANS A V A A V ZONL1 i0ni1 I asNI* MOAU ZONI$ $1440 idaLia The diagrams above illustrate the points at welch the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at me top of the reference Ieve1 floor, Elevations for all V Zones should be measured at the bottom of the lowest horIZOnW struCtursl member. SENT BY:HANSEN SURUEYING CERTIFIER'S NAME 5 -20 -98 1:40PM : $ICT1ON E CERTIFICATION TITLE COMPANY NAME 20623584 t:+ LICENSE NUMS'S (or Mb S.&) 2064313665:# 3 This certification is to be signed by a land surveyor, engineer, of architect who is authorized by state or local law to certify elevation Information when the elevation information for Zones A1-A30, AE, AM, A (*an f$Fi),V1- V30,VE, and V (with 8FE) is required. Community officials wno are authorized by local law or ordinance to provide fiocdplain management Information, may also sign the • certification. In the cue of Zones AO and A (without a FEMA or community issued SFE), a building official, a property owner. or•an owner's representative may also elan the certification, Reference level diagrams 6, 7 and 8 • Distinguishing Features -If the certifier is unable 10 certify to breakawaylnOn•breakeway wall, . 'enclosure site, location of servicing equipment. area use. wall openings, or unfinished .me Featurs(s), then list the Future(e)•nat included in tree certification under Comments below. The diagram numtnet, Secdon C, item 1, must Seib be entered. 1 certify that the information in Sectlona 8 and C on this certificate represents my best Whyte to interpret the dIW alreifeblp + understand that any false statement may be punishable by Om es' Ngad:fitment under 18 U.& Cody. SecWon 1001. be made of tole Certificate for: 1) community offto{sl, z) InsuNnor age ucomptt and 3) bulldItg own. • ;',; . COMMUNITY NUMBER 1 ' 53033 CD 12.t...9 2. PANEL NUMBER 3 2.fo o .(05D 3. SUFFIX i 4. DATE OF FIRM INDEX c k - z- Sc 5. FIRM ZONE AE- w x B. BASE FLOOD ELEVATION (in AO Zone. ua avinl 13,1 NATIONAL FL000 INSURANCE PROGRAM pERMIT OENTER ATTENTION: Use of this certificate ooes not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances. to determine the proper insurance premium rate. andror to support a request tor a Letter of Mao Amendment or Revision (LOMA or LOMB). Instructions for completing this form can be found on the following pages. t) \`f. \L Pt a - CAA &4 — FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER • E.:ALOING OWNER'S NAME hcc, AOORESS (lnctuaing Aot.. Unit. Suite anwor slog: N =oar) OR P.O. ROUTE AND BOX NUMBER 1 7d` 3 5 Alva. S . Tr,ER DESCRIPTION (Lot ana BIocR Numoers. etc.; IRA .--T 5 , 7_ '- - "D . TO E.. R \v i _t2-Zo t & CITY Prc.;ce tne lollowing from the proper FIRM (See Instructions): .. �t •' 7r hrAr C•• SECTION A PROPERTY INFORMATION SECTION B a,.'. Rf VEO CITY OF CE TUKWILA ELEVATION CERTIFICATE MAY 2 1997 FEDERAL EMERGENCY MANAGEMENT AGENCY STATE W A FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 7. lnoicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): NGVD '29 Other (describe on back) 8. For Zones A or V; where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate :rte community's . PFE:. feet NGVD (or other FIRM datum -see Section 8. Item 7), SECTION C BUILDING ELEVATION INFORMATION 4.' • Using the Elevation C.eitificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best casettes th@;subject building's reference level 2(a). FIRM Zones•A1 -A30, AE; AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of • ► ].,feet NGVD (or other FIRM datum -see Section B. Item 7). FIRM Zones Vi V30, VE. and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from :ne selected diagram. is at an elevation of feet NGVD (or other FIRM datum -see Section B, Item 7). c;. FIRM Zone A,(without BFE). The floor used as tne reference level from the selected diagram is —.. _. feet above , or Ce;ow _ (check one) the nignest graoe adjacent to the building. FIRM Zone AO. The floor uses as the reference level from the selected diagram is feet above _ or below _.., (check ;,na) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference vei) elevated in accordance with the community's floodptarn management ordinance? Yes _ No Unknown :,c,cate the elevation datum system used in determining the above reference level elevations: .X NGVD '29 Other (describe ..:;cer Comments on Page 2). (NOTE: 11 the elevation datum used in measuring the elevations is different than that used on :,,d FIRM (see Section 8, Item 7), then convert the elevations to the datum system used on the FIRM and show the conversion 4uatron under Comments on Page 2.) _ 4. Elevation reference mark used appears on FIRM: Yes — No (See Instructions on Page 4) The reference level elevation is based on: Y. actual construction _ construction drawings NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place. in which :ase tars certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate tiut be required once construction is complete.) The elevation of the lowest grade immeaiately adjacent to the building is: to � feet NGVD (or other FIRM datum see Section 8. Item 7). SECTION D COMMUNITY INFORMATION 0 M B. No 7067.00 Espies May J1, 19 V , Pc J Zct ZIP COOE :rte community official responsible for verifying ouiicing elevations specifies that the reference level indicated in Section C. Item ' the 'lowest floor" as aefinea in the community's Iloodplain management ordinance. the elevation of the building's lowest .c as oefineo by tne ordinance . , feet NGVD for other FIRM datum -see Sec ion 8. Item 7). ate of Inc star of construction Or substantial Improvement .;<, ;e,; _ t i 1}hb "t . a: t�, w; �Y�r; ;ur, ;':Ki'i{�AAtt ` k :.l , jY.r`Sn,2GiF. f ' L: fTr� S.f;llr!G74.!3� . � »^ ?f.. .::SiV1 iI:Ts4le �:�. . .:'! 1': . TITLE \..A 0 ?..5 SIGN CERTIFIER'S NAME V.. ( • U (N C2■.) Copies shout ZONES ON SLAB ZOrtEs SECTION E CERTIFICATION This certification is to be slgneo by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation Information tor Zones At —A30, AE, AH. A (with BFE),V1— V30,VE. and V (with BFE) is required. Community officials wno are authorized by local law or ordinance to provide ftoodptain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an • owner's representative may also sign the certification. Reference level diagrams o, 7 and 8 Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings. or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I cenily tnat the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code. Section 1001. COMPANY NAME CITY 1 --rvrir7 be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: WITH BASEMENT A .OJACENT :A.OL LICENSE NUMBER (or Atfix Seat) LAZE FL000 MLLVAYION DATE —4 PHONE ON PILES, PIERS, OR COLUMNS A V ZONES ZONES ZONES NLI MENCE LEVEL MPIMLNCL LLVLL ctagrams aoove Illustrate the points at wnlch the elevations should be measured in A Zones and V Zones. c.'vattons tor all A Zones snoutd be measured at the top of the reference level floor. =' for all V Zones should be measured at tna bottom of the lowest horizontal structural member. STATE ZIP L?A °1SoyS — AP y L.LL PLOOO ELLVAYON ,' AWACLNT' �'' lo.of , LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of pondinjt); base flood elevations determined. ZONE Ae Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flood• Ina, velocities also determined. ZONE A99 To be protected from 100 -year flood by Federal flood protection system under construction; no base elevations determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations deter- mined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500 -year flood; areas of 100 -year flood with average depths of Tess than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100- year flood. OTHER AREAS ZONE X Areas determined to be outside 500 - year flood plain. ZONE D Areas in which flood hazards are undetermined. Flood Boundary Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones, and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line; Ele- vation in Feet* Cross Section Line Base Flood Elevation in Feet Where Uniform Within Zone* (EL 987) RM7 nced to the National Geodetic Vertical Datum of 1929 Elevation Reference Mark NOTES is for use In administering the National Flood Insurance Program; of necessarily identify all areas subject to flooding. particularly at drainage sources of small size. or all planimetric features outside Flood Hazard Areas. special flood hazard (100•year flood) Include Zones A. A1.30. AL. A99. V. V1.30 AND VE. areas not in Special Flood Hazard Ateas may be protected by flood structures. ries of the floodways were computed at cross sections and interpo• l(ween cress ections The lloodways were based on hydraulic FLOODING SOURCE FLOODWAY BASE FLOOD WATER SURFACE ELEVATION UIOSSS[C110N DISinNtC WIDIII (FEL 1 ) 61 CIION AIIL (SOUAR( 1(11) MEAN VFLOCIIY (FFCI PER SECOND) REGULATORY WIII10U1 Fl0UI1WAY (11E1 YAM I FLOODWAY NGVD) INCREASE Green River OOOOOOOOOOOOOOOO N M J • • • • • . • • • • • • • • • • • • • • • • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co 0 0 0 0 0 0 0 (Without. Levees) A 3.90 450 9,977 8.2 8.2 8.2 B 4.38 443 8,939 8.3 8.3 8.3 C 4.80 500 9,357 8.3 8.3 8.3 I) 5.21 800 13,904 8.3 8.3 8.3 E 5.42 400 4,953 8.3 8.3 8.3 F 5.68 260 3,626 8.5 8.5 8.5 G 5.98 • 290 4,571 8.7 8.7 8.7 11 6.20 400 4,679 8.8 8.8 8.8 I 6.25 200 2,726 8.8 8.8 8.8 J 7.62 213 2,432 9.9 9.9 9.9 K 8.12 250 2,668 11.4 11.4 11.4 L 8.47 290 3,555 M 12.3 12.3 12.3 M 8.86 190 2,464 13.0 13.0 13.0 N 8.97 186 2,363 13.3 13.3 13.3 0 9.06 165 2,051 13.5 13.5 13.5 ""."715P 9.24 188 2,883 14.2 14.2_: 14.2 9.48 134 2,645 14. 14.4 1 :5 R 10.63 176 2,654 17.5 17.5 17.6 S 10.79 163 3,247 18.1 18.1 18.2 T 10.87 163 2,735 18.3 18.3 18.4 U 10.92 216 3,576 18.6 18.6 18.8 V 11.18 150 2,571 19.4 19.4 19.5 W 11.48 140 2,576 20.0 20.0 20.2 X 11.68 180 2,884 20.3 20.3 20.6 Y 11.83 175 2,568 20.6 20.6 21.0 r..n.»rna an.w.�... 'Miles Above Mouth INN WIIMM■1111111•1111•10. FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS • H '' "t " : A t"t * FLOODWAY DATA GREEN RIVER (WITHOUT LEVEES) ee:c "f. :. c..X�i�' {',fi Owner (signature) Public Works Director City of Tukwila Department of Public Works Sewer Proportional Fair Share Agreement The proposed development at: /f e (address) /30)3 3' 6 - ./� t•e ✓ D r adds to the cumulative sewage disposal service. The result of continuing development will be the need to undertake sewer system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements and the owner waives the right to protest sewer L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D. funding sources are utilized. The agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91 and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Director. Owne me) t ( -( a n /i•e.-/■ir' Street Addfess )3o13 s'e City of Tukwila: rry ty9, 1,1)A ;cet19;. (parcel no.) c -) 76 6O - e�i�rA j Date 24/9 Phone � / City/State/Zip Code akw i� 1 W A /Q d/2 Date Given unde my hand and official seal this 2C day i f ) , 19 q 7 Publ'r'to an for th° State of Washinggt�on residing at: /p i e e_ c6/2, 4 4 - D°1 John W. Rants, Mayor Ross A. Earnst, P. E., Director STATE OF WASHINGTON COUNTY OF Pi 2V !_ On this day personally appeared before me . itt6tL4L41/0-110( Yi.. L. �� , to me known to 11ethe individual(s) described in d who executed the within and foregoing instrument, and acknowledged that he he /they signed the same a hi ier /their free and voluntary act and deed, for the uses and purposes therein mentioned. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 • i • M E M O R A N D U M O F A G R E E M E N T D c1 (S I3 i3 5 c fl S Between the City of Tukwila and Brian and Dixie Archer (hereinafter referred to Archer, owners of property located at 13013 56th Avenue South, Tukwila, Washington. WHEREAS the Tukwila Municipal Code adopting by reference the Uniform Fire Code provides that any new development of single family residences within the City is contingent upon that structure having available to it, and within 250 feet of it, a fire hydrant or, in the alternative, that the structure is built with an internal sprinkler system operating on a water source providing at least 500 gallons per minute flow; and, WHEREAS the property located at 13013 56th Ave South, Tukwila does not currently have available to it a fire hydrant within 250 feet; and, WHEREAS the property, although it can be fitted with an internal sprinkler system, does not have available to it a water source providing 500 gallons per minute flow; and, WHEREAS Archer has started development of a single family structure at 13013 56th Ave South, Tukwila, and has taken steps toward completion of that project; and, WHEREAS Archer has represented that any delay in his construction of the structure will work a great hardship on him; and, WHEREAS there are provisions in the Tukwila Municipal Code and Fire Code which provide that exceptions to the technical requirements may be made in cases involving hardship to a property owner; and, WHEREAS the City is currently exploring avenues to ensure that fire hydrants will be available to the area in which the Archer property is situated and that any agreement reached between the City and Archer now regarding compliance with the Tukwila Municipal Page 2 of 3 pages The Parties now AGREE as follows: Code and Fire Code is an interim agreement, and will expire when hydrants are available to the area; 1. The City will grant a limited exception to the requirements of the TMC and Fire Code to Archer based upon his express representations that a hardship will be visited upon him if construction of the structure at 13013 56th Ave South, Tukwila is delayed. 2. In consideration of that grant of a limited exception, Archer specifically warrants that he will suffer great hardship if his construction project is delayed, and expressly agrees to hold the City harmless and to indemnify the City and /or its agents from any loss, damage, costs, charges or expenses whether to persons or property (including but not by way of limitation any costs, expenses or attorney's fees in the defense of any claim therefore) to which the City and /or its agents may be put by reasons 'relating the internal water sprinkler system, its design, function or adequacy. 3. In further consideration of the agreement and as is required by the Department of Community Development in its permitting processes and the Tukwila Municipal Code, Archer will submit a Flood Zone Control Permit, which includes an Elevation Certificate reference to the most current FIRM (Flood Insurance Rate Map). Currently, Archer has submitted a Flood Zone Control Permit which refers to a 9/29/89 FIRM, which is not valid at this time. 4. This agreement is intended to be an interim agreement to address a specific hardship issue, and it will terminate when fire hydrant access or sufficient water flow is available to the property at 13013 56th Avenue South, Tukwila. 5. In the event Archer transfers his interest in the property while this agreement is in effect, Archer warrants that he will first obtain his successor's agreement to the terms of this agreement in writing for the City's signature and approval. In the event Archer does not secure such an agreement from a successor, Archer agrees that he will be bound by the terms of this agreement regardless of his status as owner of the property and will hold the City harmless and indemnify the City as provided in (2) above. 6. This document represents and contains the entire agreement of the parties. Any modifications to this agreement must be in writing and signed by both parties. ) , : Page, 3 of ' 3 pages The undersigned' certify that he /she " has read the . foregoing agreement and has had an opportunity. to consult with . legal counsel regarding . the same. The undersigned further verify that ` any statements of fact contained in the terms '.and whereas provisions,` of the agreement ; are true and correct subject to the penalty of perjury under the laws of. the State of . Washington. lo__, AO! MEPTHIYAKEIL Addres : 13 'tip , Agreed this / s,- day of July, 1997 CITY OF 'TUKWILA wner, 9701070252 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be tilled in J. 1, . Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) (Last name first, then first name and initials) 1. 3 4, Additional names on page of document. Grantee(s) (Last name first, the first name initials) 3 4, -- Additional names on page of document. Legal description (abbreviated: ie. lot. block. plat or section. township, range) L PG( reel 7 * /70200 — CC 5 — — Additional legal is on page of document. Assessor's Property Tax Parcel /Account Number t/ l ?4,00 — 00,- b Assessor Tax n — not vet assigned The Auditor/Recorder will rely on the Information provided on the form. The staff will not read the document to verity the accuracy or completeness of the indexing information provided herein. � Return Address: 1 4- :t \ �. Wra Y Please print or type Information WASHINGTON STATE RECORDER'S Cover Sheet (Rcw is.oa1 RECEIVED CITY OF TUKWILA MAY 1 2 1997 PERMIT CENTER Ocli 0 15c1 '. ■ I, BRYAN ARCHER, OWNER OF THE ABOVE DESCRIBED PROPERTY, CONDITIONAL TO APPROVAL OF A SEWAGE DISPOSAL DESIGN BY THE SEATTLE - KING COUNTY DEPARTMENT OF PUBLIC HEALTH, AND IN COMPLIANCE WITH THE CONDITIONS FOR APPROVAL BY THE KING COUNTY SEWAGE REVIEW BOARD, HEREBY COVENANT, AND AGREE AS FOLLOWS: (A) NO GARBAGE GRINDER WILL BE INSTALLED UNTIL PUBLIC SEWER IS AVAILABLE. (6) A COPY OF THE SYSTEM AS -BUILT DRAWING AND THE USER OPERATION AND MAINTENANCE INSTRUCTIONS, FOR THE SEWAGE DISPOSAL SYSTEM, SHALL BE RECORDED ONTO THE PROPERTY DEED RECORDS PRIOR TO AS -BUILT APPROVAL AND ISSUANCE OF A CERTIFICATE OF OCCUPANCY. (C) A CERTIFIED DESIGNER, PROFESSIONAL ENGINEER, OR OTHER QUALIFIED INDIVIDUAL WILL BE ENGAGED TO CONDUCT A SYSTEM OPERATION AND MAINTENANCE INSPECTION SIX (6) MONTHS AFTER THE INITIAL INSTALLATION, AND ANNUALLY THEREAFTER. THE MONITORING IS TO BE IN ACCORDANCE WITH THE INSPECTION MONITORING CRITERIA ESTABLISHED FOR SAND FILTER, AND PRESSURE DISTRIBUTION SYSTEMS IN THE WASHINGTON STATE HEALTH DEPARTMENT GUIDELINES. (D) AN INSPECTION REPORT INCLUDING WATER CONSUMPTION DATA, AND CONFIRMATION OF PROPER DOSE VOLUMES, AND FREQUENCIES, SHALL BE SUBMITTED TO THE HEALTH DEPT. DISTRICT OFFICE IMMEDIATELY UPON COMPLETION, AND NOT LATER THAN JANUARY 31ST FOR EACH YEAR THEREAFTER. (E) NO UNDERGROUND SPRINKLER SYSTEM SHALL BE INSTALLED OVER, OR WITHIN 10 FT. OF THE PRIMARY OR RESERVE DRAINFIELD AREAS. (F) THERE SHALL BE NO STRUCTURES, (INCLUDING DECKS) PAVEMENT, OR VEHICLE PARKING ON, OR OVER, THE PRIMARY OR RESERVE DRAINFIELD AREAS. (H) THE UNDERSIGNED AGREES NOT TO PROTEST ANY PROPOSAL THAT WOULD PROVIDE PUBLIC SEWERS TO THE SUBJECT PROPERTY. DISCLOSURE: WAIVERS GRANTED: USE OF THREE FT. WIDE GRAVELLESS CHAMBER DRAINFIELD, REDUCTION OF PROPERTY LINE HORIZONTAL SETBACK TO 5 FT. & SURFACE WATER SETBACK TO 75 FT. - - REDUCTION OF PROPOSED FLOW VOLUME TO 300 GAL. PER DAY, & INCREASED SEWAGE APPLICATION RATE TO .9 GAL PER SQ. FT. PER DAY. THE UNDERSIGNED ACKNOWLEDGES THAT REGULAR SYSTEM MAINTENANCE, AND DOMESTIC WATER CONSERVATION, ARE ESSENTIAL TO THE LONG TERM SUCCESSFUL PERFORMANCE OF THIS SEWAGE DISPOSAL SYSTEM. THESE COVENANTS ARE IN FORCE UNTIL THE PROPERTY IS SERVED BY SANITARY SEWER, AND ARE BINDING ON THE OWNER(S) , HEIRS, ASSIGNEES, AND /0 ,SLICC SSORS. OWNER eJ /•� ' -1' ON THIS' DAY OF �� t99� , B B EFORE ME PERSONALLY APPEARED, BRYAN ARCHER, TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN, AND WHO EXECUTED THE FOREGOING INSTRUMENT AS HIS FREE AND VOLUNTARY ACT AND DEED FOR THE PURPOSES HEREIN MENTIONED. (SIGNATURE) ✓a- WITNESS MY HAND AND SEAL HERETO AFFIXED THEE DAY OF —v,,...►,,ti,orsr 1996- NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: Aortbrili-.' , WA M`f H1'1' . V 4 4 ; i)11 -7c( ') saUY U.bw .W.:t411a∎ fp.S 7' . , : 4 ::kvapart , Mf . .. re..! ua MNwwr. w.; ra+ rrw1 .6.∎< 4 +1 :nwnnernt45 ndnmvvwa December 18, 1996 Byran Archer 13013 - 56th Avenue South Tukwila, WA 98178 Decision of the Board: CIly of Sent tie King County Yunnan B. Iiire..ILq'or Cary Lnrkr. Executive Seattle•KIng County Department of Public Ilealth Alonzo L. Plough, Ph.D., MPII, Director Re: Decision of the King County Board of Sewage Review Application #96 -98 13013 - 56th Avenue South Parcel Number 217200 0025 0 Dear Applicant: The King County Sewage Review Board has considered your application for waiver of the Code of the King County Board of I- Iealth. Title 13 (Rules and Regulations No. 3). Waivers Requested: 13.28.070(A): Reduction of minimum design loading volume from 450 gallons per day (GPD) to 300 GPD for an on -site sewage system proposed to be sited on an approximately 10,000 square foot lot located on a river shoreline. 13.28.030U Table B: Reduction of the standard 10 foot drainfield to property line horizontal separation to not less than 5 feet. 13.28.030U Table B: Reduction of the minimum 100 foot drainfield to surface water horizontal separation to not less than 75 feet. 13.48.010 B.1: Reduction of minimum length of required 2 foot wide drainfield trench by substituting an increased trench width of 3 feet and concurrently reducing adjacent trench sidewall separation. 13.48.010(G): Requesting to eliminate required gravel filter material from the soil absorption trenches and substituting the use of gravelless chambers. 13.28.070Table C: Requesting reduction of required soil absorption area by increasing the application rate from .45 GPD to .9 GPD. The waivers requested are associated with an on -site sewage system design proposed to serve a replacement 2 bedroom single family residence to be constructed following the demolition of an existing flood damaged dwelling. After reviewing the application and making a site visit on October 30, 1996; which included meeting with the applicant, system designer, and Health Department representative, it is the decision of the Board to approve the waivers requested. With the exception of the above cited code sections the system design and subsequent system installation shall conform to all applicable requirements of Title 13 and WAC 246-272. This waiver is contingent upon fulfillment of the following conditions: Environmental Health Division Boom 201 Smith Tower Seattle, Washington 98104 1206) 296.4722 RECEIVED CITY OF TUKWILA MAY 1 2 1997 PERMIT CENTER OT7 # 0159 ...w :tY::vlt'.Ci�tH <+.. v.vY...u. wrae�llw. teaMwnylT Y4H.' A.. Nta+. i}.. wra... ..xrs.t. >.�.•.'••.Vr Vn..nn'ti•i<.:.C,i��T.a?F.u.04 e• /kPrINAW'! /Ii[(YkA'dCd11 Byran Archer December 18, 1996 Page 2 KYrYtK u,c.nome 1! 1% rdl /,!'1GIaL.nWri,J'i'.WAIPtriAl NOTICE: This variance granted by the Board shall expire after two (2) years from the date of this letter unless the on -site sewage treatment and disposal system (OSS) is installed and approved by the health officer prior to the expiration date. To release a building permit you must obtain approval by the district sanitarian of a revised site application incorporating conditions of this waiver. Upon receipt of this letter. have your designer specifications (with the appropriate plan review fee). to the appropriate district office for compliance review and distribution. 1. The property owner submits a written statement to the health officer; a) agreeing to abide by and implement conditions of this waiver and further, b) acknowledge that any unauthorized deviation from the specifications of an approved OSS design, Title 13, WAC 246 -272, and /or waiver conditions may invalidate any approvals granted. 2. The proposed pressure distribution systems shall be designed. constructed and tested in accordance with the July 1996 edition of the Guidelines for the Use of Pressure Distribution Systems, Washington State Department of Health. 3. The design shall specify a permanent barrier along the driveway to preclude vehicular intrusion onto the soil absorption system areas and sandfilter. 4. All system pressure regulating valves and•end of lateral access points shall be located within accessible utility boxes with covers accessible at surface grade. 5. The wastewater tanks shall be tested to ensure they are watertight after installation and prior to approval of the system for use. 6. The wastewater tanks (septic and dosing) shall be equipped with lockable access lids installed at grade to facilitate monitoring and maintenance of the system. 7. Any footing and roof drains shall be specified on the OSS design as well as the location of and discharge point of these drains. 8. All system pressure regulating valves shall be located within an accessible utility box with a secured cover accessible at surface grade. 9. All covers to system access and monitoring ports shall be affixed with permanent identification markings /labels. 10. A system operation and maintenance instruction manual to include a water conservation plan shall be prepared and submitted along with the revised design to the district office for review. 11. The designer, builder, and owner shall hold a preconstruction conference on the site prior to any demolition or construction activities on the lot to ensure that all individuals are aware of necessary safeguards to preclude negative impacts of the demolition and construction project upon the sewage system drainfield areas. 12. Adequate temporary barricades or fencing are to be specified by the designer and shall be installed around the soil absorption system area to exclude any intrusion by equipment or stockpiling of materials or earth during the demolition and construction process. 1 YS�tifi' Byran Archer December 18, 1996 Page 3 g. j. CitK' �ttf' LRi' Rt1! t4�fi1�2" i�Y!! aYfi' P4' W�C2?. I(, 1�` 1t4�'. Y: s ''tRk?X�'rff!tRl'�'1K+•i'iM;: 13. Prior to any excavation for the house foundation,. footings or slab, the designer shall verify the actual location of the house footprint to confirm that it is located so as not to conflict with the approved sewage system design and confirm that the required drainfield area temporary protection barriers are in place. The designer shall submit to the health officer written confirmation of compliance upon fulfillment of this condition. 14. The property owners are to file a covenant on the property with the Department of Records and Elections which is binding on the owners, heirs, assignees or successors, and which includes the following: a. No garbage grinder shall be installed until public sewers are available. b. A copy of the system as -built drawing as well as the user operation and maintenance instructions for the sewage system shall be recorded onto the property deed records prior to final approval of the installed system for use and prior to issuance of a certificate of occupancy. c. An agreement to engage a certified on -site sewage system designer, professional engineer or other qualified individual to conduct a sewage system operation and preventative maintenance inspection six (6) months after the initial installation, then annually thereafter. The monitoring is to be in accordance with the inspection /monitoring criteria established for sandfilter and pressure distribution systems as contained in the guidelines issued by the Washington State Department of Health. d. An inspection report, which is to include water use figures as well as confirmation of proper effluent dose volumes and frequencies shall be submitted to the Health Department District Office immediately upon completion and not later than January 31st for each preceding year. e. Decks shall not extend over any portion or part of the on -site sewage system. f. A statement advising that the level of sewage treatment provided and future reliability of the sewage system is enhanced by regular system maintenance and reduced wastewater loading and therefore, water conservation and regular maintenance is necessary. A statement describing the waivers granted and an agreement that the building will be constructed and maintained as a single family residence with not more than two (2) bedrooms. h. No landscape irrigation system (underground sprinkler systems) shall be installed over or within ten feet (10') of either the primary or reserve soil absorption system areas. The lot area designated for primary and reserve drainfield will be utilized only for the soil absorption components of the on -site sewage system. There shall be no structure or impervious surfaces constructed, removal or addition of soil, nor shall there be any parking of vehicles within this area. A statement agreeing not to protest any utility local improvement district project for the extension of public sewers which would specifically provide service to the subject property. • 15 At the time of as-built submission, the property owner shall specify in writing the individual engaged to complete the six (6) month system performance inspection. Sincerely • 'John P. Nordin, Chairman King County Sewage Review Board cc: Alder Square District Service Center Attn: Gale Yuen/Peppe Olyano Robin Owen, Designer Charolette Ohashi, Office of the King County Executive Jeff Ing, Office of the Director of Public Health , ,, ... . . r Approximate Site Address: Applicant! Name I Designer R. A. OWEN Street Address I City -Zip Code PROPERTY INFORMATION: 13013 56TH AVE S. ARCHER BRYAN Last First Seattle..King County D rtment of Public Health Site Application for On -Site Sewage Disposal System RECEIVECr (Submit 5 copies of application with 4 copies of plans) OITMOFTUK Street Address I City -Zip Code Parcel #: ? 7 g °,0,—• 0; 0,2 ,5 ' Section. I 1 1 Subdivision Name: 1 EAST RIVERTON GARDEN TRACTS 2ND Property Size: 1 0 0 9 9, 7, 3 1 sq. ft. Acreage Distance from property line to nearest sewer: 13 3, 01+ I ft. Water Supply L P! (IP) I = Individual P = Public (More than One Connection) Public Water Supply Name: I CITY OF TUKWILA I ID# I 1 I Township: 1 3 1 Lot: I 1 1 I 0 .2 3 • Within ULID? 1 N I SYSTEM INFORMATION: New System L X J Repair Design L _1 Type of Building 1 1 S, F 1 I SF = Single Family MF = Multiple Family Type of System Proposed: L S, F l — E D ff G . Gravity GP =Gravity with pump M - Mound Detailed Plans Attached: (4 sets) i—J (Y /N) COMM = Commercial INST = Institutional PD = Pressure Distribution SF = Sand Filter HT = Holding Tank CT = Composting Toilet E = Experimental Dates Soils Logged: 1 078 12 ,1 ? 6 1 Soil Logs Data Attached:(Min. 4/lot) Depth to Watertable or Restrictive Layer: 1 2 .t8 1 inches SURVEYED FLOOD ELEV. I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. Non - compliance may al tion Designer's Certificate of Competency and/or appropriate legal action by the Health Department. Designer's Signature. 4 KC .10# ` Q Q 0 3, 21 Date 1/17/97 Activity Number Department Use Only 7ATTACH A DETAILED ROUTE/ DIRECTION MAP FOR LOCATING RTHE PROPERTY. 1 13013 56TH AVE S. TUKWILA 98178 1 Phone " 248 -2551 1 5594 S. LANGSTON RD SEATTLE 98178 i Phone . 772-4740 Range: f0 4 Block: I ! (Y ?N) Sensitive Area: U (Y ?N) If yes, specify L__) (L,W,O) (L = Landslide W = Wetlands 0 = Other) O = Other lY .i (YEN) Maximum Slope in Drainfield /Reserve Area: Q 0 1 CALCULATIONS: Number of bedrooms: U Total Gallons /Day (450 minimum): 1 , 3 0 0 1 gal. Soil Texture Type (1 -5): 5 1 Application Rate 1 :9 1 gal /sq ft/day Total Absorption Area: 1 P 9 3 I sq. ft. Total Drainfield Length: 11 ,1 2 X) 3 ft. Septic Tank Size: 1 1, 0, 0 1 0 I gal Pump Chamber Size (if needed) 1 9 4 0, I gal. Trench Depth (min /max): IL L.1/ 1 / t 1 inches FOR HEALTH DEPARTMENT USE ONLY i SYSTEM MUST BE INSTALLED BY A KING C) > >��, COUNTY CERTIFIED INSTALLER UNLESS APPROVED �'"" / BY• jf�?�i • � �.li ll S� f OTHERWISE PROVIDED BY CODE (date) /� - 1 / / 49 ' Comment /Conditions: / V �'�e..(� 7 / i�' 01. ) ' *4.41� .1.)�Z 2-2 Li -) i .. (il:)T,/ +!,' 'a, ti,, , _ L <7 '.lr /<p.,':0 t.' -i/ L. ) / i f7"1•L /I ;,-t7• �.. ) /.. / •i /s .' , ,, ,i / (. '[ r,ri % r' /w c ,�.c. j Y /.Tti L• ••' / / 1 ' ). . ' 4 '.1" - : . ,- L' "L , .:I / 1 , (.i. , , ! ,' t ( ci_tL . L t_ 41.-4' , . -Y.. jJ . 1. -I .- • c :.. APPROVAL OF THIS DESIGN - APPLICATION IS SOLELY ONORMATIDN N PROVIDED IN /THIS APPLIC AND DOES NOT CONSTITUT PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APPROVAL SHALL NOT BE CONSIDERED AN ASSURANCE. EITHER EXPRESSED OR IMPLIED. THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUEO. THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. R E. C n— L JAN 211C,r DISAPPROVED BY: wale) See attached Site Deficiency Sheet. Any person aggrlevea by any aecision or final order of the Health Otticer may make written application for appeal to the King County Beard of Sewage Review if done w vntnin 60 days of the above decision. WHITE • DISTRICT GREEN • AUDIT YELLOW - DESIGNERP!NK • OWNER,YELLOW • MEN :i a 031 ^ ALDER SQU ^.rrT w,Mle by'.EtC,Y'J:'.?'t: ^'.'::',,;.•; y. �i J.rLrygM FOR: ASBUILT AND PRESSURE TESTS: FINAL INSPECTION: ON-SC SEWAGE DISPOSAL '7:SIGN SAND FIL 1ER - GRAVELLESS P.D. f `b RAINFIELD BRYAN ARCHER 13013 56TH AVE S TUKWILA WA 98178 SITE: ADDRESS: 13013 56TH AVE S. PARCEL # 217200 -0025 DATE: 1/17/97 SHEET 2 OF 11 INSTALL: 1000 GALLON SEPTIC TANK -- WITH ACCESS RISER & LOCKING COVER AT SURFACE 1000 GALLON PUMP CHAMBER & PUMP WITH ACCESS RISER & LOCKING COVER AT SURFACE BOTH TANKS TO BE WATERTIGHT TESTED AFTER INSTALLATION. 20 FT. X 20 FT. SAND FILTER (PER WASHINGTON STATET.R.C. GUIDELINES, DATED JUNE, 1996 ) PROGRAMMABLE DOSE TIMER AND COUNTER REQUIRED. (IN PUMP CONTROL PANEL) 112 X 3 FT. GRAVELLESS CHAMBER DRAINFIELD, PER WASHINGTON STATE GUIDELINES DATED MAY, 1995, USING PRESSURE DISTRIBUTION , PER STATE GUIDELINES DATED JULY 1996. PROVIDE FILL MATERIAL (MAXIMUM 10% ORGANIC CONTENT) AS REQUIRED FOR 12 INCHES MINIMUM CHAMBER COVER A PERFORMANCE MONITORING CONTRACT (IN COMPLIANCE WITH STATE HEALTH DEPT GUIDELINES) MUST BE IN EFFECT PRIOR TO APPROVAL OF STUB -OUT INSPECTION, AND ACQUISITION OF INSTALLATION PERMIT. ANY SOIL LOSS, OR DOWN SLOPE CUTS, (IN DRAINFIELD OR RESERVE AREA) MAY INVALIDATE THIS DESIGN RESULTING IN DENIAL OF INSTALLATION PERMIT INSPECTION SCHEDULE: STUBOUT INSPECTION : TO BE REQUESTED BY INSTALLER. (PLUMBING STUB MUST BE INSTALLED AND EXPOSED.) PRESSURE TESTING TO BE CONDUCTED, BY INSTALLER, IN THE PRESENCE OF THE DESIGNER AND HEALTH DEPARTMENT SANITARIAN. AFTER PUMP CONTROL PANEL IS COMPLETELY WIRED & OPERATIONAL WATER, (IN PUMP CHAMBER SF TO DF) TO BE JUST BELOW "PUMP ON" LEVEL TO CONFIRM SPECIFIED DOSE VOLUME (48HR NOTICE: 772 -4740 - FAX: 772 -0481) DESIGNER TO RECEIVE WRITTEN NOTICE TO INSPECT, AND SIGNED BACKFILL. CERTIFICATION, AFTER ALL SPECIFIED COVER MATERIAL IS IN PLACE. ( BY MAIL OR FAX) INSTALLER TO PROVIDE SIEVE TEST CONFIRMATION OF C -33 SAND SPECIFICATION THE ABOVE INSPECTIONS, AND ANY ADDITIONAL INSPECTIONS, WILL BE CHARGED TO THE OWNER, OR BUILDING CONTRACTOR, AT THE CURRENT HOURLY RATE. ALL CHARGES WILL BE BILLED AFTER FINAL INSPECTION, AND PRIOR TO 'SUBMITTING ASBUILT FOR HEALTH DEPARTMENT APPROVAL. .:PAriCgL 217200-0025 LOT 5 EAST RIVERTON GARDEN TRACTS 2ND DELINEATES FLOOD WATA AND FLOOD FRINGE SAND FILTER LATERAL ELEV: 15.5 PUMP ELEV: 11 DRAINFIELD TRENCH BOTTOM ELEV: 14.7 LATERAL ELEV: 15.7 Ca LL CC CA EL 16 DUWAMISH RIVER (HIGH WATER) ELEV: 13.7 — 40' MINIMUM TOP OFBANK 37' 7" 50 56TH AVE. S. 5 2 B.R. RESIDENCE PLUMB ELEV: 15 RESV----� 8' TYP �--�--28RESV---1 RESV >:.•SAND������ p ELEV: 10 —J z 5 -1 5 � 8' TYP 5 4 2 2 �*\ .~_.4 HIGH WATER ELEV: 06 NOTE ON SITE PRE-CONSTRUCTION MEETING REQUIRED. SEE ADDENDUM "B" PUMP & FILL EXISTING SEPTIC TANK 31 ' EXISTING BASEMENT EXCAVATION i a l EL 16 • • .LX1 • • .=" i•^ `-` • '_|J(\1 T RESERVE DRAINFIELD AREA REQUIREMENT 4" PERF. PVC UNDERDRAIN 40" TYP. 20" ,SLOPE 21" X 67 " PUMP CHAMBER (ORENCO SYSTEMS) t nn ' III1"' I" IIIIDui "III'I1f1:1111'1I"1I'1II'IIl' 1IIIIIII( IIIIIIIIIIIIIl1I1IIIIIIIIIIIIIIIIIIIIIIII &=t-4Fr 111 1" PVC LATERAL 2" PVCTRANSPORTTO DF i ) r ;A ND FILTER DETAIL = 2" CHECK VALVE - AND UNION TOP OF LINER 12' COVER FILTER FABRIC 6" - ORIGINAL GRADE I 4 36" 20 FT. SQUARE 1 " --b. PVC MANIFOLD :; 9" 1 1/2" GRAVEL 30 MIL PVC LINER (ORENCO SYSTEMS) : 111111111111111111111111111111114 "AERATOR 111111111111111111111111111111I111111111I .= ..... ................... • :19FT. 1IN. CL.200 PVC LATERAL:•TYPICAL:.... • • FINAL GRADE 24" C-33 SAND 4" PEA GRAVEL 10" 1 1/2" GRAVEL 4" BEDDING SAND PVC LINER TO EXTEND 6 " ABOVE ORIGINAL SURFACE LEVEL ON UPSLOPE 'SIDE TRANSPORT UNES IN AND OUT OF SAND FILTER TO CROSS OVER THE TOP OF PVC LINER SAN- FILTER UNDERDRAIN DETAI I4-1 5 FT 1 - 1 4 - - 1 0o Fr 1-- ► I 5 Fr HI l SHEET 5 OF. 11 SAND FILTER PRESSURIZED BED FLOW APPLICATION RATE ABSORPTION AREA FILTER DIMENSION 480 GAL PER DAY 1.2 GAL PER SQ FT PER DAY 400 SQ FT 20 X 20 FT SQUARE DISTRIBUTION NETWORK MANIFOLD DIAMETER MANIFOLD LENGTH LATERAL DIAMETER LATERAL LENGTH LATERAL SPACING NUMBER OF LATERALS TRANSPORT DIAMETER TRANSPORT LENGTH ORIFICE DIAMETER ORIFICE SPACING ORIFICES PER LATERAL TOTAL ORIFICES RESIDUAL HEAD FLOW PER ORIFICE FLOW PER LATERAL SYSTEM DISCHARGE 3 INCHES 16.5 FEET 1 INCH 19 FEET 3.3 FEET (39.6 INS.) 6 2 INCHES 50 FEET 1/4 INCH (0.25 INS.) 3 FEET (36 INS.) 7 42 2 FEET (24 INS.) 1.04 GAL PER MIN 7.28 GAL PER MIN 43.68 GAL PER MIN . 3/8 IN. 9.5 MM 100% NO. 4 4.75 MM 95 - 100% NO. 8 2.36 MM 80 - 100% NO. 16 1.18 MM 50 - 85% NO. 30 0.6 MM 25 - 60% NO. 50 0.3 MM 10 - 30% NO. 100 0.15 MM 2 - 10% NO. 200 0.075 MM 0 - 3% Y' 112" U SIEVE MONITI RING PORT / AERATOR DETAIL (SAND FILTER) 4" MONITORING PORT W/ EASILY REMOVABLE VENTED CAP -► EFFLUENT DISTRIBUTION LATERAL • 4 INCH PERFORATED AERATION PIPE BOTTOM OF GRAVEL INFILTRATION BED SURFACE BOTTOM OF SAND FILL C - 33 SAND SPECIFICATIONS PARTICLE SIZE OPEN TO SAND / GRAVEL INTERFACE % PASSING (BY WEIGHT) THE SAND SHALL HAVE NOT MORE THAN 45% PASSING ANY ONE SIEVE AND RETAINED ON THE NEXT CONSECUTIVE SIEVE (OF THOSE SHOWN ABOVE) THE FINENESS MODULUS SHALL NOT BE LESS THAN 2.3 NOR MORE THAN 3.1 THE FINENESS MODULUS IS DEFINED AS : THE SUM OF THE CUMULATIVE PERCENTAGES RETAINED IN THE SIEVE ANALYSIS, DIVIDED BY 100, (FOR THE SIEVE SIZES SHOWN ABOVE) SIEVE TEST RESULTS, CONFIRMING ABOVE SPECIFICATIONS, MUST BE PROVIDED, BY INSTALLER , FOR ALL SAND USED IN ENHANCED TREATMENT, MOUND, AND /OR SAND FILTER SYSTEMS, PRIOR TO FINAL APPROVAL (MUST BE DATED AND IDENTIFIED BY JOB NAME, ADDRESS, OR PARCEL NO.) SHEET 6 OF 11 CHAMBER SIZE GAL PER INCH DRAW DOWN 750 GALLON 15.6 7.7 INCHES 1000 GALLON 20.8 5.8 INCHES 1100 GALLON 22.9 5.2 INCHES SURFACE TO SAND FILTER 2' DISCHARGE PUMP CHAMBER MINIMUM CAPACITY: PUMP SCREEN MINIMUM SPECS:. SUBMERSIBLE EFFLUENT PUMP: DOSE CYCLE DURATION: DRAW DOWN PER DOSE: EFFLUENT PUMP SAND FILTER- PRESSURE DISTRIBUTICLi NETWORK LOCKING COVER UNIO CHECK VALVE 111111 11111111111111111111111111111111111 CONC. BLOCK REDUNDANT OFF 36" MAX. SPECIFICATIONS 1/2 HP (GOULDS MODEL 3885 - WEO5H OR EQUAL) 2.75 MINUTES : (120 GAL DOSE @ 43.68 GPM ) SHEET 7 OF 11 PUMP CONTROL PANEL (ORENCO SYSTEMS OR EQUAL) WITH PROGRAMMABLE DOSE TIMER & COUNTER. ABLE TO CONTROL BOTH PUMPS PUMPS & ALARMS ON SEPERATE CIRCUITS. ALL WIRING TO BE COMPLETE & OPERATIONAL PRIOR TO PRESSURE TEST. DOSE: 120 GAL. COARSE SAND (ASTM C -33) @ 4 DOSES PER DAY FLOW: 480 GAL X .25 = 120 GALLONS 1000 GALLONS. (DOSE: 120 GAL + ONE DAY FLOW: 480 GAL) = 720 GAL • 1/8 INCH MESH (NON - CORROSIVE MATERIAL), MINIMUM SURFACE AREA: 12 SQ. FT. • NOT TO INTERFERE WITH FLOAT SWITCHES, EASILY REMOVABLE FOR CLEANING. FEET 90 80 70 60 50 40 30 20 15 FT 10 0 0 10 20 30 SAND FILTER PRESSURE NETWORK PUMP MODEL 3885 �WE15H 1.5 HP I EIOH 1 HP -v11E07H 7/10 HP *--- WEOSH 1/2 HP - .WEO3M 3/10 HP GOULDS 40 50 60 70 FRICTION LOSSES 1.85 F = (L) X (Q/K) 80 90 100 SELECT: 1/2 HP PUMP CAPACITY: 67 GAL PER MIN. 110 120 GPM SHEET 8 OF 11 A 24' 2" CL 200 PVC • TRANSPORT GRAVLLESS (CHAMBER) DRACIFIELD ••• 28 X 3 FT. INFILTRATOR (TYPICAL) SYSTEM DISCHARGE 24 INCH RESIDUAL HEAD 10 - 7/32 INCH ORIFICES ON 36 INCH CENTERS-IIJ 6" 1 6" INCH VALVE (TYP.) 1 INCH CL. 200 PVC USE BALL VALVES (INSTALLED AS SHOWN) TO ADJUST RESIDUAL HEAD TO AN EQUAL MINIMUM OF TWENTY FOUR INCHES. TOTAL: 40 (7t32") ORIFICES @ .80GPM = 32 GALLONS PER MINUTE. SHEET 9 OF 11 8'TYP VALVE BOX DAILY FLOW: 300 GAL. = 150 GAL 2 1" VALVE 3" MANIFOLD SELECT. LARGER DOSE: TYPICAL 36 IN. WIDE INFILTRATOR LATERAL 36 INCH WIDE INFILTRAROR FINISHED GRADE ORIFICES (AT DESIGNED SPACING) DRILLED AT 120 -CLOCK 1 INCH CL. 200 PVC LATERAL 28 FT. TRENCH BOTTOM 12" COVER SAND FILTER TO PRESSURE DRAINFIELD DOSE SHEET 10 OF 11 7 X VOLUME OF MANIFOLD & LATERALS PLUS VOLUME OF TRANSPORT PIPE (IF IT DRAINS BETWEEN DOSES) OR 50% OF DAILY FLOW IN SOIL TYPES 3 & 4 (2 DOSES PER DAY) OR 25% OF FLOW IN SOIL TYPES 1 & 2 (4 DOSES) 150 GAL 20FT X 20FT SAND FILTER VOID VOLUME: = 75 GALLONS PER VERTICAL INCH 20' X 20' X 7.48 GAL X 30% 12" - 74.8 GALLONS DRAW DOWN = 2 INCHES PER DOSE 4" INSPECTION PORT TEST HOLE THREADED END CAP i 12" A B C D E F I - 1 rq CL 200 PVC DIAMETER GAL. PER FT. X LENGTH = X 7 = GALLONS mlc MANIFOLD LATERAL 3 INCH 1 INCH @ .417 @.058 X 24 = 10 X 112=6.5 X 7 = 70 X7 = 45.5 70 46 I LA C° TRANSPORT 2 INCH @ .189 N. A. XXXXXXXXXXX 0 ^1°° TOTAL DOSE = 116 VALVE BOX DAILY FLOW: 300 GAL. = 150 GAL 2 1" VALVE 3" MANIFOLD SELECT. LARGER DOSE: TYPICAL 36 IN. WIDE INFILTRATOR LATERAL 36 INCH WIDE INFILTRAROR FINISHED GRADE ORIFICES (AT DESIGNED SPACING) DRILLED AT 120 -CLOCK 1 INCH CL. 200 PVC LATERAL 28 FT. TRENCH BOTTOM 12" COVER SAND FILTER TO PRESSURE DRAINFIELD DOSE SHEET 10 OF 11 7 X VOLUME OF MANIFOLD & LATERALS PLUS VOLUME OF TRANSPORT PIPE (IF IT DRAINS BETWEEN DOSES) OR 50% OF DAILY FLOW IN SOIL TYPES 3 & 4 (2 DOSES PER DAY) OR 25% OF FLOW IN SOIL TYPES 1 & 2 (4 DOSES) 150 GAL 20FT X 20FT SAND FILTER VOID VOLUME: = 75 GALLONS PER VERTICAL INCH 20' X 20' X 7.48 GAL X 30% 12" - 74.8 GALLONS DRAW DOWN = 2 INCHES PER DOSE 4" INSPECTION PORT TEST HOLE THREADED END CAP i 12" ===�^ ~-~~_-~• 9 FT. FEET D FILTER TO P.D. DRAIN, 1121 PRESSURE NETWORK PUMP .^_... vm�/on 1.5 HP | 1 HP I I WEO7H 7/10 HP 3/10 HP 1 1 | | 1 GOULDS _~ MODEL 3885 � SELECT: 1/2 HP PUMP CAPACIT: 72 GAL PER MIN. 90 80 70 60 50 40 30 20 10 SHEET 11[F11 10 20 30 40 50 60 70 80 90 100 110 120 GPM FRICTION LOSSES " """~= " "~°"� ~~~�~°~~"~~° "5 A B C D E F G .- N CL. 200,PVC GPM/TABLE -- 32/3l5.2= LAT._LOSS (FEED,. 3 2" TRANSPORT 0.1015 32/873.3 = 0.0145 4 5 3" MANIFOLD 8/66.5 G 7 1."LATERAL 0.1203 2 g RESID. 1 1 1 ELEV. LIFT 5 12 13 TOTAL DYNAMIC HEAD 8.62 ===�^ ~-~~_-~• 9 FT. FEET D FILTER TO P.D. DRAIN, 1121 PRESSURE NETWORK PUMP .^_... vm�/on 1.5 HP | 1 HP I I WEO7H 7/10 HP 3/10 HP 1 1 | | 1 GOULDS _~ MODEL 3885 � SELECT: 1/2 HP PUMP CAPACIT: 72 GAL PER MIN. 90 80 70 60 50 40 30 20 10 SHEET 11[F11 10 20 30 40 50 60 70 80 90 100 110 120 GPM FRICTION LOSSES " """~= " "~°"� ~~~�~°~~"~~° "5 EACH PRESSURE DISTRIBUTION LATERAL (IN SAND FILTER & DRAINFIELD) IS TO BE FITTED WITH A RISER, AS SHOWN, AFTER PRESSURE TESTS HAVE BEEN CONDUCTED, AND PRIOR TO PLACEMENT OF FINAL COVER PLUG IN SLEEVE BACKFILL MATERIAL PVC HOSE OR LONG SWEEP ELBOW UNDISTURBED SOIL • ADDENDUM "A" ° -/ 0 °g • 0 n II • • ** o o v"--< %... • 09cR°, 0 0 PRESSURE LATERAL AS ?) 0 0 o 0 2 SPECIFIED X_VA\ w 080n(2000 . os--'. 4..........._ • 1 6)(S 10 (g1020 \\ 00 • o MONITORINGICLEANOUT PORT (EXAMPLE) INFILTRATIVE SURFACE THREADED CAP OR PLUG 6" PVC LAST ORIFICE; WITH ORIFICE SHIELDS IF ORIFICE ORIENTATION IS UPWARD 6" - 24" DRAIN ROCK; 6" MIN. BELOW PIPE 6" PVC WITH DRAIN HOLES; EXTEND TO BOTTOM OF GRAVEL TO MONITOR PONDING r h. .�'!.. PARCEL # 955820 -0080 ADDENDUM PROVISIONAL REQUIREMENTS FOR VARIANCE APPROVAL BY KING COUNTY SEWAGE REVIEW BOARD y..s: A PRECONSTRUCTION CONFERENCE, WITH DESIGNER, BUILDER, AND OWNER, SHALL BE HELD, ON SITE, PRIOR TO ANY SITE PREPARATION OR CONSTRUCTION, OR DEMOLITION, TO INSURE THAT ALL INDIVIDUALS ARE AWARE OF NECESSARY SAFEGUARDS TO PRECLUDE NEGATIVE IMPACT ON THE SEWAGE DISPOSAL AREAS. ADEQUATE TEMPORARY BARRICADES, OR FENCING SHALL BE INSTALLED SO AS TO EXCLUDE ANY TRAFFIC OR MATERIAL STOCKPILING IN THE PRIMARY OR RESERVE DRAINFIELD AREAS, PRIOR TO ANY CONSTRUCTION ACTIVITY. DESIGNER IS TO BE NOTIFIED FOR INSPECTION AND VARIFICATION.OF THIS REQUIREMENT. PRIOR TO ANY EXCAVATION THE BUILDING FOOTPRINT LOCATION IS TO BE VERIFIED (BY THE DESIGNER) AS COMPATABLE WITH THE SEWAGE DISPOSAL DESIGN. WRITTEN CONFIRMATION OF THIS, AND COMPLIANCE WITH THE BARRICADE REQUIREMENT, WILL BE SUPPLIED TO THE HEALTH DEPTARTMENT BY THE DESIGNER. AT THE TIME OF ASBUILT SUBMISSION, THE PROPERTY OWNER SHALL SPECIFY, (IN WRITING) THE INDIVIDUAL ENGAGED TO PERFORM THE SYSTEM MONITORING, AND PERFORMANCE INSPECTIONS. December 6, 1999 Bryan Archer 13013 — 56 Avenue S Tukwila, WA 98178 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Status D97 -0159 13013 — 56 Avenue S Dear Mr. Archer: In reviewing our current permit files, it appears that your permit for the construction of a new single family residence issued on July 2, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, 461LhQ Brenda Holt Permit Coordinator Xc: Permit File No. D97 -0159 Duane Griffin, Building Official John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax-(206) 4313665 December 16, 1997 Russ Austin Water District 125 P.O. Box 68147 Seattle, WA 98168 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Re: Foster Point Fire Flow on 56th Avenue South kvi. Dear Min: Thanks for meeting me at Foster Point for the new system flow test on December 5, 1997. Our combined efforts will help to ensure better fire protection services to the citizens of Tukwila. I'm pleased to provide the data showing that the system will deliver fire flows which exceed the minimum 1000 gpm required at 20 psi residual in a residential zone. Measured data showed a static pressure of 195 psi, a pitot reading of 61 delivering 1303 gpm at 65 psi residual. This data represents a flow of: Sincerely, civazte/Z Patrick A. Brodin, P.E. Water /Sewer Engineer cf Joanna Spencer 0 t S� Permit File - Archer SFR 1 PB:C :IMSOFF10E \WJA'WORD\WD 125.doc 1530 gpm (i 20 psi residual. � A RCHER. spit D 0 I SI This letter will serve as the fire flow availability note which I will be attaching to the permit file for the Archer new single family residence at 13013 56th Avenue South. Thanks Russ and give me a call to discuss any questions or concerns at 433 -0179. Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 John W. Rants, Mayor it TO: FROM: DATE: SUBJECT: JSS/jjs Attachments a/s et: C ...:.;,, t City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING JULY 1, 1997 ARCHER New SFR 13013 50th Ave South Permit No. D97-0159 Contact Person: Mr. Bryan Archer Phone No. (206)248-2551 Access SSS(Septic Tank Abandonment only) Flood Zone Control Storm Drainage Total: Two copies of confirmed Utility Permit Application are attached for inclusion in the permit file. PW Inspector (w/copy of application/plans) Development File (w/copy of application/plans) Finance Dept (w/copy of application) John W. Rants, Mayor Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 1, 1997: Permit Fee $ 25.00 20.00 50.00 25.00 $120.00 Form with plan 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 DATE: .. City of Tukwila Department of Public Works June 30, 1997 PUBLIC WORKS DEPARTMENT COMMENTS 2) Show location of the domestic water service. Include size and location of water meter and type of pipe that will be used. John W. Rants, Mayor Ross A. Earnst, P. E., Director PROJECT NAME: Archer SFR PERMIT NO.: D97 -0159 `PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. )2l � w, tiotu ' -, �4 I Rei u` i 1) Show driveway location on the site plan. Minimum width for a residential drive' Y is 10'. Maximum width is 20'. 3) Show the existing and proposed power. Applicant shall comply with the Tukwila Undergrounding Ordinance. If proposed power is overhead, owner shall sign a Waiver to Undergrounding Ordinance /Obligation for Future Undergrounding. 4) Show existing storm drainage system on plan. Show downspouts and foundation drains and where they tie in to storm drainage. 5) Show lowest finished floor elevation on plan per NGVD datum and FEMA approved benchmark. 6) A Flood Zone Control Permit is required for this development. The submitted Elevation Certificate that was stamped and signed by Rodney Hansen, PLS, is for the existing residence that is scheduled to be demolished. This Elevation Certificate referred to 9/29/89 FIRM (Flood Insurance Rate Map), and is not valid at this time. As a result of this, a new Elevation Certificate will be required for the proposed single family residence (SFR). Public Works has enclosed panel #957 of 1725/Map 53033C0957F (revised May 16, 1995) for your convenience. Public Works does not believe that there were any changes to the map since the 1995 revision, but please verify the accuracy of the data on the map with FEMA. It has been determined that your property lies between section "P" and section "0" on the flood maps. The May 16, 1995 map indicates Base Flood Elevation at 14.2 feet for section "P." The Base Flood Elevation of 13.7 feet (see #6 of the Elevation Certificate for 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 • ' " •" " • ' - . . , the existing SFR) is corr assuming that your proposed hom0 is upstream from cross section "0" 1/4 of the distance between section "P" and section "0". The lowest finished floor elevation for the new home shall be a minimum of one foot (1') above the base flood elevation, which would be 14.7 feet (13.7' + 1.0' = 14.7'). Public Works strongly recommends that the lowest finished floor elevation be two feet (2') above the li. 100 year flood elevation. Please have your engineer use the attached Elevation Certificate form dated March r, 1997. This form supersedes all previous Elevation Certificate forms. Determination has to be made regarding proximity of proposed SFR location relative to existing and future riverbank stabilization. This means that the applicant needs to ascertain the riverbank cross section from the lowest toe of the bank to the top of the bank. 7) A signed Sewer Proportionate Fair Share Agreement shall be submitted to Public Works prior to final sign-off. 8) The engineer's signature was not placed on sheet S-1. All civil site plans shall be signed by a licensed civil engineer. i wN' 'b'"f„k �',y$r, �' <' ���: r. �':.; a} �f *�i``?tk�41 ".,�,.)i;I `..i• a_ .. "YV k - • ,a�, .,:•t.. �, w:i�Y. r. •., .i..�i :;M ; >a:!n B,� X 1.0 City of Tukwila John W. Rants, Mayor Steve Lancaster, Director May 13, 1997 Department of Community Development Mr: Will Thomas 2424 South 260th Street, #20 Kent, Washington 98032 Dear Mr. Thomas: Sincerely, - Weal L-ettu&k) Kelcie J. Peterson Permit Coordinator File: D97 -0159 SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0159 Archer, Bryan 13013 56 Av S • This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 12, 1997, was reviewed at the May 13, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • .Tukwila, Washington 98188 • (206) 431.3670 • Fax. 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H * EAD 2.4 SEARING WALL ROOFING 9NEATMILIG RAFTER 2. MEADER4 41/YLIGUT INCULir+ STUD WALL BETWEEN POOP OPENIUG 4 CEtLIN6 ROU6U OPEUING CEILING 1OI6T LIME OF 1III U CEILING 4(YLIGUT OPENING . Lt6UT WELL ROOFII:1& POOP SNEA14I146 it RAFTER BLLGielt!& TAI 6 6uEAT ZING OP EXTERIOR PLYWOOD I EXPOSED . LAVE / .-Ix FASCIA 6titrER r1UI4 4Y 12iFTE1 GLUED Y VT�!!n t NAfLED To €AM44014 OR jAc F� cr .Ap EQUA1-S, I z OVERI1AI46 FRIEse 6LOGK WI SCREENED -VENT LOT GOV E-2.A CAE LOT AREA = g 43' CzE�IG7 =NC FGY7rP2..li.17 = LOT = 8 °/° E ^F. T. 4 L "' 1 EEC I ELECT?' :2 ,,,.. PLUMBIN ti GAS PIPING CITY OF TUKWILA BUILDING DIVISION - t __. -_- - F R - PY --.�_ P� REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WLL REOURE A NEW PLAN SUBMITTAL AND MAt INCLUDE ADDITIONAL PLAN REVIEW FEES. 2A UEADER4 FLOO2 TO FLOD2 = 108 /!( T2E.2U D� = 14 Gv I(7" RIMED TREAD - MEADPOOM k MEASURED VERTICALLY FROM AM IMA61UARY ME CODUECTIMG TOE. UOSI OF ALL TREADS, MIUIMUM HEADROOM REO'D BY CODE 14 TYPICALLY G FT. A IM . ALTHOUGH 7 ET . IS MORE COMFOR HANDRAIL MU ILI. To s4 ILL ABOVE U06IM6 IS vedo OM AT LEACT DUE- SIDE of 6rAtQ4 W/ 4 OR MORE RISERC TYPICAL STAIR DIME 101.14 T A, 12S P12OJEC,T COPE OMIT RUM MOCIUG (1 IU. TO I!i IM.) QUIT RISE "These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and OM, esions which do not author,, s of adopted standards or ordinances. To ,,:,.arty for the adequacy of the design rests o ally enth the designer. Additions, deletions or recisions to these drawings after this date w:U veld this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Access r SA s2c ss5 A g_ sEanc 2,4woonweNT cmi y wta:W.ir CONSTRUCT 511 LE- FA r' MIL` 2ESIDEfUCE TO REPLACE EXI� r = LODD- DAMAGED 2FS�IDNE: EG (FEPE12A1- LOL�N PE M W' FEf� AUTNOIZIEATION�. jk2A E OF 2.ESIDEfJCE : LIVING AREA a EA t 14.°I CaA2A.0 W- A 2 =A 1,44. - 1 4t' tic-W S2 (..2 4 -.0 ' C.Ep LEMENT i�T1G �TEf�i PE51CaI-1 PS( 12. A. cN JJ-JJ 1 LIGEJJe7Et7 SEI2TIL D �tcgiJEtz D�SIraN !<E1/IEWEf7 8Y L' I1 t 1 C.OUIJTY` 1-1F�L -P,1 �PPI2DVEo 12/1&/9/(. F LOO D OfJE FoOk117/ATION DE�JCa1J I ey Vla � RU JWglk EEt2lLJetu UE PAGE $ 1 . VI_r2TICAL ` LA,Tr 12AL L- 0Al2 aIIJEEI2Ik.)Cot P°Y .JC71= 1Z✓�Uf.I-PEY7t 5T2L�C✓ - (V2AL �NGIIJEE2� E k.77 40 12aPc>12T. 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T 4 O 'f l 1 � L 0 0 �2 A �°'t I N C-� � 0 '�4 F� L O O E2 F= 2 A, M A N 0 E 'E� ^,5,1 CENTEF 9 RECEIVED CITY OF TUKWILA REVISIONS SY 0 Z z L " 7 0 0 0 I � L L_I_ *1 Dr its/0 a. r-_141.7 _ op- vtoffeo moo. tacos esta,,tsott. A T ViMv-.1 OF T.../1._ P LAW V1E-Ned OF WALL OVE.2.. 2 P LOOSZ FM AM 1 Ra; DEC..11.11.14/0.21-11-111-.16 140T 1-40Wi4 F LAl21T-r" 1_4 o t) c>\/,/ki cot,' c.. o pwa fti4a112 9-.11,12.T - et 1 1 1 1 1.4 (wap.p) 111 DF Axit, 1-10.>410 f:WZ frIWCZ *1 OF 4-x10 • C 01-.1.N.. ViEj A- FE IZ E. 2E_POIZT PE12. Eis,T412 2E.F4STZT c'r .1.1 413 t4eT4.5 To Iwo IEXT. , 11,1TMIZI012. .V1 LANtZ Zsl am el DM el It;• E 11..P-1 C 4..LC 9V1.. e=mLac. c;1' 04, F, ELT/ = 4,1 1 /77., + P3 , 7: lar'' S E- 1-4 LO,A ON raaA.1-1 t?..0oF LOAD): L.1-. = 25 lb. POF DL. = 1 5 1.1, PeF TI. = 40 16s P5F LOAD OKI 5F...A1-1 131 (.12.0.'ret 40 11 10, 3c3. 0) 16s LOAD PE2 10, ) bs PLF 17e M PE - T.6.e7LE CR 2AoO > & I 2! QLU - LAP-1 5 k q LAM r LOA,12 O4 EM Et.z (10 = 8, 11 LOAD PER L14-.1. FT. = 10 8Z i PLF L/.) - L1*.i lbs CI) C. 4 s< Tr4us \44/ eoac NL T0 1 mFE12. "7 TO TO P P L Ca 1 T1ZU IThLL LJ F'S , NOTE.- TO friFtz: Tri1Fart -n4r2L) T - RDP Fa . w/ \AJALL CLIPS 12_. oc NDTE 70 M712: 4,1(,I 24.1 TrZL)'-,E-- To - DP R.. [2. C) F Ni I N4 P V,1/ AL L 1 1 TLL _ .4 o, ,L , OENTEP REASONS BY kry 7 2. 4 Job sheet .nosze. P Pv 111 11 5 NOW e.. tk4Es P n D , - 4111 ik I__ = - --- - ------ L ___L 11 - .7..-: Pg. __IT: (..-,, r 4, , , Q I 1-- „ , ,• 4 ‘._. < " P - cour, ( IN) (V; rActx (2)1 Po 1_ _____ hi -f 314,"Lias,1" ‘.5 V I I _ 7, 11/ i .4,-14 I LI x es, 3 ;F L. — , ..11111■ 11111 Ir 1-7 SIM / ' I si I I! .. DIPM ST. (p,TB.j) -4,--- - ..L-41 ■ ---- F■ 40,,,C.o a ) -----'4..."." = """ *1 Dr its/0 a. r-_141.7 _ op- vtoffeo moo. tacos esta,,tsott. A T ViMv-.1 OF T.../1._ P LAW V1E-Ned OF WALL OVE.2.. 2 P LOOSZ FM AM 1 Ra; DEC..11.11.14/0.21-11-111-.16 140T 1-40Wi4 F LAl21T-r" 1_4 o t) c>\/,/ki cot,' c.. o pwa fti4a112 9-.11,12.T - et 1 1 1 1 1.4 (wap.p) 111 DF Axit, 1-10.>410 f:WZ frIWCZ *1 OF 4-x10 • C 01-.1.N.. ViEj A- FE IZ E. 2E_POIZT PE12. Eis,T412 2E.F4STZT c'r .1.1 413 t4eT4.5 To Iwo IEXT. , 11,1TMIZI012. .V1 LANtZ Zsl am el DM el It;• E 11..P-1 C 4..LC 9V1.. e=mLac. c;1' 04, F, ELT/ = 4,1 1 /77., + P3 , 7: lar'' S E- 1-4 LO,A ON raaA.1-1 t?..0oF LOAD): L.1-. = 25 lb. POF DL. = 1 5 1.1, PeF TI. = 40 16s P5F LOAD OKI 5F...A1-1 131 (.12.0.'ret 40 11 10, 3c3. 0) 16s LOAD PE2 10, ) bs PLF 17e M PE - T.6.e7LE CR 2AoO > & I 2! QLU - LAP-1 5 k q LAM r LOA,12 O4 EM Et.z (10 = 8, 11 LOAD PER L14-.1. FT. = 10 8Z i PLF L/.) - L1*.i lbs CI) C. 4 s< Tr4us \44/ eoac NL T0 1 mFE12. "7 TO TO P P L Ca 1 T1ZU IThLL LJ F'S , NOTE.- TO friFtz: Tri1Fart -n4r2L) T - RDP Fa . w/ \AJALL CLIPS 12_. oc NDTE 70 M712: 4,1(,I 24.1 TrZL)'-,E-- To - DP R.. [2. C) F Ni I N4 P V,1/ AL L 1 1 TLL _ .4 o, ,L , OENTEP REASONS BY kry 7 2. 4 Job sheet .nosze. n F L O_ !2.. - E _ E G_ °" - I C , . L b I N I N Cq Y DEG K f"i I F L O 0 12- - E RECEIVED CITY OF TUKWILA REVISIONS BY �■ F a 4 Sheet 7 1 of CD Sheets (Prorided here as a guide only: other codes apply) 511E/FOUNDATIONFUNDER511ZUCIIIRE 1. Site graefing maximurn slope Is 2 W 1 radar horizontal to vertical TWo -stay aterniell per Y'sser Eriairieering. 3 Minimum' Staid 5pae'6tkw wood jests i# lir: bebw girders is 12" a I,.- _ OattiMtian raid la 1:e0 rif ,Area minimum: recommend ratio 1900 - nNnmearii*Chigh mistime areas. 5. hand space auxas atkiwtow size Is 24" x 6. footings meat bear on t or 957" compacted soil FRAtaING 1. 5ev BBC Table 250f, minimum 1 lailag of nos - Nis stud SO b e 1 e s 5 than . 1 4 4 • in: ttaigth {py MOO 3 15$: - i sed or r e-cmlfsst timber to be Pressure - Treated & Att'c,acss3 wWwilwAnn size is 22"x30" IV 30" minimum .headroom 5. Maxi t :s _e3reatfilg ?warns DoubFe'pistcr bit* tekew a8 iwte for malls FIRE 'vf E31`- residenre` be one -how fire e e to *Me' "iP GGWB a not 2Oinin. r8tod, &lf- closing door. ▪ . e + o . • . I-°°'°. �w cc to window aaJ?F Ct. e9rlg oP S.y sg, ft.: miainuan 24" high & J sit }might eat more than 44' from the floor 'Iran /*Roofs 500' sq. {Land larger landS 4 36 'chair Mdth' 5. A.,s1j& dbta4Ytir*stalled- in each sleeping room and at each floor WwWJT ;' 14) d4f:t 9tiirw 1l on Dv ceding 1_ t tiainum inter: - avlaSh`?S 56" 2. Mriti4auiin 13 TeiteiOadeni,ltrhum.SP tread run 3. Ont./twit 6;F3" � y aria: !?so n11n? 9" treattairtr from narrowest point: 6" marmit It d at n aiiowest pa4 - 1 ti 5 > - ;„ - - r keg tea S H 'treug', fi t sot eosie is 34" to 38" 7. tilt* sk7 g raspns g " sioa+ 1-112" B. OpM space bttdepf_xritrn S?otrlits s ^•ma>rimum (sphere -test) a okaI rrigtfmsd on-a amour 30" from grade MECOMOCAL/Ptiltd35*MaltLANEOB5 1. Clothes .dryere7Qraust;t e vented to the outside of the structure _ °L Souet wioitriiinktin 30 wide, with 24 ".:clear. in front 3. witty td = Aso rir.irai7sm 1O above tHE drain 4. Appliances as g sf nceso protect Spina dining¢ by vehide5 5 Affixme- ge!ierst •I Vices u+ garages to be at feast 18" ibis floor 6.,Wster pipes:ioc6140 outsides heated spare to be *isolated to minimum R -3 7. T,iI . is require mirfmitialI $ curd EN Y/VENDILAAQN L riisRirrni4.app»a tot proud& with direct access combustion air 2. A vaporr fl t ioe'to s on the room of all Insulation: on walls or f ors S Op s rst11llg s tC3 space from an onfeesaectspaee 3. A Jo.i e g n ns Lo be- GaUJcsd A nd/or weatbo so pped: ali interior yard' ratorwag r' onatoba raulke4orothermee- se8led 4. Rcaeased l canS shag be "tC rated (air--344 . 'S A i inimum one- lncli'dear air gap is reituirtd above all ceiling 'insulation 6.. Attie ventilation ratio-,s x150 per areafcrc 5r5s- rrentilation required M.i MMrm OaM n MMMAMMR• MONOLITHIC FOOTING CONDITION TYPICAL WALL TO FOUNDATION CONNECTION Anderson - Peyton 31620 23rd Ave. South, Suite 321 STEM WALL CONDITION 5HEAR WALL COMPONENT TABLE MARK COMPONENTS WALL COVERING P1 P2 P3 PS 15/32" Plywood Or 7/16" 058, Blocked, WI 0.131 P -Nais or 84 Common 0 6" o.c 0 panel edges and 12" o.c. @ field 15/32" Plywood or 1/16" 058. Blocked, WI 0.131° P -Nails or Sd Common 0 4" o.c . panel edges :12" o.c. rR field 15132" Plywood or 7/16" OSB, Blocked. WI 0.13? P -Nails or 8d Common 0 3" o.c. panel edges: 12" oz. 0 field 19/32" Plywood or 7/16" 056, Blocked, WI 0.131" P -Nails or 8d Common 2" o.c. Stagger Nails to Dble Studs +61 Panel Edges Nail ® 12" oz. 0 Field 19/32" Plywood, Blocked, W/ 0.145 P -Nail P6 or 10e1 Common ® 2" o.c. Stagger Nails to Dble Studs W Panel Edges: Nail 012" o.c. Field G1 112" Gyp Wall Board. Each Side, Unblocked wl typical nails IP 7" o.c. CALLOUTS IN COMMON SEE DETAIL BELOW EXTERIOR SHEATHING PER SW TABLE TYPICAL PANEL NAILING PER SW TABLE ANCHOR BOLT PER SW TABLE OR 6' -0" O.C. MAX PROJECT NO. NUMBER I DESIGNED BY : ENGR DRAWN BY : KJK ISSUE DATE DATE Structural Engineering Consultants Federal Way, WA 98003 (ORB) 941 -9929 2 ANCHOO BOLTS 112" A.B. Plate to Conc. Spacing 40" o.c. 24" o.c. PL/PL NAICTRC 0.145" P -Nail or tOd Common Spacing 6" 0.c. 20 c.c. 3" o.c. 12' o.c. 2" o.c Staggered 9" o.c. 1 -112" o.c. Staggered 48" O.c. 6" o.c. FLOOR SHEATHING CUP CONNECTOR OR TOENAIL PER SW TABLE PLATE TO PLATE NAILS 0 SPACING PER SW TABLE OR 12" O.C. MAX PROVIDE SIM NAILING ® INTER S.W.'s 1 OENAILINC G 145 P -Nail mm or 101 Coon Spacing 5" o.c 3-1/2" N/A N/A N/A 5" o.c. BOTTOM OF WALL PLATE nail FLOOR JOIST TO EXTERIOR WALL TYPICAL SHEARWALL NAILING METAL CONN. Simpson ,A35 Clip Angle n/a 16" or 12" o.c. 3" o.c. n/a STUDS G 16" O.C. PLATE TO PLATE P -NAIL PER SW TABLE OR MAX 12" O.C. EXTERIOR SHEATHING PER SW TABLE 2x BLKG OR CONT RIM JOIST CLIP CONNECTOR OR TOENAIL PER SW TABLE MIN 0.145" P -NAIL TOENAIL 0 10" O.C. PROJECT N0. : NUMBER DESIGNED BY ENGR DRAWN BY KJK ISSUE DATE DATE Q o m Anderson - Peyton Structural Engineering Consullan 31620 23rd Ave. South, Soil(' 321 Federal Way, WA 98003 (206) 94I -9929 TYPICAL 1. ALL NAILING PER UBC TABLE 23 -I -a OR TABLE 25-I. USE 5d WALLBOARD OR COOLER NAILS WI 1r GWB NOTES: 2. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS TYPICAI LY 3 0.131" P -NAILS ARE TO BE 2 -1/2" IN LENGTH. 0.145" P -NAILS ARE TO BE 3" IN LENGTH. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING 4. SIMPSON A35 CLIP ANGLES SHALL BE INSTALLED PER THE MANUFACTURERS GUIDELINES WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURER. A - 35 CLIPS ARE AN OPTION TO P - NAILS PER TABLE 5. MAXIMUM STUD SPACING SHALL BE 16" O.C. OR PANELS SHALL BE APPLIED WITH PLYWOOD FACE GRAIN ACROSS STUDS. 6. ANCHOR BOLT SPACING BASED ON HEM -FIR OR EQUIVALENT MATERIAL. I. STAPLE MOISTURE BARRIER To GILL t FOLD 6 ILl. DOWN, EXTENDING io IN. TO EACP SIDE. DO NOT STAPLE LOWER EDGE; IT WILL LAP WALL MOISTURE BARRIER. TOP OF WALL PLATE 2. STAPLE MOISTURE BARRIER TO JAMBS OF- ROLIGU OPENING t FOLD 6 W. OVER SEEATNING b 6 IN. ABOVE t BELOW ROUGH OPEUIIilG. WINDOW / DOOR ROUGH - OPHJING WRAP TYPICAL TOENAIL PLACEMENT ROOF TRUSS TO EXTERIOR WALL TYPICAL SHEARWALL NAILING 3. REPEAT STEP 2, BUT FOR ToP OF ROUGu OPENING. LEAVE OUTER EDGES UNSTAPLED FoR FUTURE INTEGRATION W/ WALL MOISTURE BARRIER. 1/3 NAIL LENGTH jr (1" FOR 0.145" P - NAIL) ROOF SHEATHING ROOF TRUSS IOU B E" O.C. 2x BLOCKINC SIMPSON CLIP OR TOENAIL PER SW TABLE NOTE IT IS EXTREMELY IMPORTANT TO WRAP ROUGH OPENINGS WITH A MOISTURE BARRIER BECAUSE 1U14 14 WFIERE LEAKS ARE MOST LIKELY To OCCUR 4 BECAUSE TILE FRAMAING IS MOST VULNERABLE AT OPEUI)4GS. TU;S PROCEDURE IS ADEQUATE FOR HOST EXFO SITUATIONS BECAUSE ALL LAYERS OVERLAP IN AN ORDER THAT DIRECTS WATER AWAY FROM TUE STRUCTURAL FRAME OF THE BUILDIUG. SIMPLER METEODS MAY BE EMPLOYED WUERE EXPOSURE to RAIN IS NOT LIKELY To OCCUR. FOR TILE METhOD SUOWN, MANY BUILDERS PREFER TO OWE TUTU MOISTURE BARRIERS (SUCK ,6 KRAFT PAPER) NAT WILL NOT BUILD UP W/ TUE FOLDS t W/ SEVERAL LAYERS. TYPICAL PANEL NAILING PER SW TABLE 0.145" P -NAIL F' TO If PER SW TABLE PROJECT NO. : NUMBED DESIGNED DY ENGR DRAWN BY :KJK ISSUE DATE : DATE. mo Anderson - Peyton Structural EngineerIn,q Con.LuIInnls DOD 31620 23rd Ave. South, Suite 321 Fe,leral Wily, 115 9808:1 (TOG) 1111- 911_11 RECEIVED *ITV OF TUI(1NILA Enl`/'IT CENo EF I REVISIONS BY ON, N t ) FOUNDATION NOTES 1. DESIGN CRITERIA A CRITERIA ALL LATERALS, WORKMANSHIP. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE 1994 UNNFORM BUILDING CODE (UPC) B. GRAVITY LOADS: SNOW LOAD: FLOOR INE LOAD (GENERAL): C. LATERAL LOADS WIND: SERSIBC ZONE 3. Rw 6 h. T.O.W. EL. PER PLAN 80 MPH, EXPOSURE C 2. GEOTECFINICAL: A FOUNDATION, Sly PREPARATION, INCLUDE DRAINAGE. EXCAVATIO BACKFILL AND COMPACTION, SHAJ CONFORM STRICTLY WITH U RECOMMENDATIONS OF THE SOTLS ENtGWER. ALLOWABLE SOL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND UST BE VERSED BY A QUALIFIED SENS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN AWNED, NOTIFY STRUCTURAL ENGINEER PRIOR TO 8tGINNNG ANY CONSTRUCTION FOR POSSIBLE FOUNDATION REDESIGN ALLOWABLE SU L PRESSURE 2000 PSF B. COWL TION: FOOTINGS SHALL BEAR ON SOUR :UNDISTURBED EARTH, AT LEAST 30" BELOW ADJACENT FINISHED GRADE FOOTING DEPTHS/ELEVATIONS SHOWN ON THE PLANS ARE MINIMUM MID FOR GUIDANCE ONLY: ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR N THE FIELD WORKING VATH THE TESTING LAB AMT SOLS ENGINEER. 3. GOHCREIE: A MATERIALS: CONCRETE LATERALS SHALL BE W COIPUINCE WITH SECTION 1903 OF THE OBC CONCRETE SALL BE PROPORTIONED IN ACCORDANCE WITH SECTION 1905 OF THE UBC FOR A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI. ALL CENCIADI WON smaas EXPOSED WATER SHALL BE AIR - ENTRAFDD WITH MN AR- ENTRANNG AGENT TO UBC STANDARDS. TOTAL AIR CONTENT SHALL BE N ACCORDANCE WITH TABLE 19 -A -1 OF THE UBC. 15" 25 POE 40 POE SECTION NOT TO SCALE 1 r WWF 6x6 W1.4xW1.4 . EXTEND DOWELS INTO �) �� THICKENED SLAB ONCRETE FOOTING AND STEMWALL, SEE SECTION A FOR REINFORCING AND DIMENSIONS GARAGE SLAB SECTION (C SCALE: 1/2 " =1' -0" ANCHOR BOLTS PER ARCHITECTURAL 6" STEMWALL REINFORCE W/ # ® 16" 0.c. HORIZONTAL (2) #4 BARS, CONT. #4 DOWELS AT 16" o.c. ALTERNATE HOOK DIRECTION 2" SAND ON VAPOR BARRIER TIMBE20A TIMBER6 B. PLACEMENT: CONCRETE SHALL BE CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES. CHAMFERS, FEATURE STRIPS, COLOR. TEXTURE OR OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. SEE MECHANICAL DRAWING'S FOR SIZE AND LOCATION OF MISCELLANEOUS MECHAMCA. ()PERMS nN SLABS AND WALLS. C. REINFORCING STEEL: UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL CONFORM TO AUDI A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 0185. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 -89. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ALL CONTINUOUS REINFORCEMENT AND CORNER BARS PER THE SCHEDULES AND DETAILS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM or is AS SIDES AND ENDS. BARS Saki NOT BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER CONCRETE COYER FOR REINFORCING STEEL SHALL BE PROVIDED AS FOLLOWS: UNFORMED SURFACES IN CONTACT WITH EARTH: 3" FORMED SURFACES: 1 -1 /2 4. GENERAL: A COONFI ATION: FOUNDATION DRAWINGS SHALL BE USED N CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SNAIL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. B. CHANGES: CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. C. ERECTION: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED N ACCORDANCE WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES. SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. E. INSPECTION: SPECIAL INSPECTION IS NOT REQUIRED FOR THIS PROJECT. T.O.W. EL. PER PLAN GARAGE SLAB 2" SAND OVE VAPOR BARRIER SECTION � SCALE: 1 /2" =1' -0" ANCHOR BOLTS PER ARCHITECTURAL CONCRETE FOOTING AND STEMWALL SEE SECTION A FOR REINFORCING AND DIMENSIONS. TIMBER 1 C. rn E 1 S -11S -1 A s -s - 3' -0" 4" GARAGE SLAB OVER 2" SAND ON VAPOR BARRIER OVER 4" CRUSHED GRAVEL. REINFORCE SLAB W/ WWF 6x6 W1.4xW1.4 — — --1 S-1 S-1 13' -5 1/2" Ds Job t Approved 4/14/97 97-53 7' -0" 8' -0" 37' -7" SCALE: 1/4" =1' -0" Designed Drawn Chk P s -ts - I u ARCHER RESIDENCE MDV MDV SIM. Stole SIR. 4" GARAGE SLAB OVER 2" SAND ON VAPOR BARRIER OVER 4" CRUSHED GRAVEL. REINFORCE SLAB W/ WWF 6x6 W1.4xW1.4 J_____,____ -_J 2' -10 '/2" S - I'S -1 10' -3 13013 56th Ave. S, Tukwila, Washington 16' -1 1/2" VARIES 3' -0" NOTES: 1. TOP OF CONCRETE STEM WALL TO BE ELEVATION 18.00 (2.0 FEET ABOVE ADJACENT GRADE AND 4.3 FEET ABOVE BASE FLOOD ELEVATION.) 2. BOTTOM OF FOOTING TO BE NO LESS THAN 30" BELOW ADJACENT GRADE. 3. THE AREA OF ENCLOSED SPACE (CRAWLSPACE) IS 625 SF. THE REOUIRED AREA OF OPENINGS FOR FLOODWATERS IS 625 SQUARE INCHES, THE REQUIRED AREA OF OPENINGS FOR VENTILATION IS 600 SQUARE INCHES. THE AREA OF OPENINGS PROVIDED IS 8 x 144 = 1152 SQUARE INCHES. 4. REFER TO ARCHITECTURAL FOR ANCHOR BOLT AND HOLD -DOWN REQUIREMENTS. 5. REFER TO ARCHITECTURAL FOR DIMENSIONS NOT GIVEN. PERMIT CENTER — UNDER -FLOOR VENT A/ 1 SG. FT MINIMUM NET OPENING AND 18" MAX LENGTH COVER W/ CORROSION- RESISTANT WIRE MESH W/ 1/4" MESH OPENINGS, TYP. BOTTOM OF OPENINGS TO BE NOT MORE THAN 12" ABOVE GRADE. S -15 -1 PROVIDE (1) #4 x 5' BA ACROSS TOP OF OPENINGS TYP. 6" SECTION SCALE: i"=1'-O" =1' TOP OF STEMWALL #4 DOWELS FROM FOOTING PROVIDE (1) ADD'L DOWEL ON EACH SIDE OF OPENING \A 'A \N • N. IPA W 'A' `A #3 AT 4" o.e. • • • SECTION SCALE: 1" =1' -0" (4) #4 DOWELS IN PIER (3) #4 BARS EA DIR. RECEIVED CITY OF TVKWILA ^1 /ISSF12 IN(DIN[FILINC CIE). 19062 SE 320th St. Kent, WA 98042 (206) 630 -4530 FOUNDATION PLAN AND DETAILS Drow■ng No — � i