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Permit D99-0104 - Caldwell Residence - New Single Family Residence
d99-0104 5102 south 136th street Dean Caldwell City of Tukwila (� e i�� c l `7 Community Development / Public Works • .6300 Southcenter Boulevard, e 10 Sur 0 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION' BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel'....Noi Addr•ets: Suite Nci: Location: Category : Type:. Zoning Const Type: Gas /E1ec:. Units: Setbacks Water: Wetlands Contractor OCCUPANT CONTACT. OWNER CONTRACTOR DEAN: o South: Sewer:. CALDWCCO6G0O 98188 Occupancy: UBC: Fire Protection: ast .0 West: Streams: • DWELLING 1997: . 'SPRINKLERS .0 ti'o`ri e.: 206-283-8592 000300 .003'1 5102 S :136 ST NSFR DEVPERM V -N 001 .North: License .No:: DEAN." 135XX 51_AV- (3:, TUKWILA' °,: WA DEAN CALDWELL CALDWELL CALDWELL :CONSTRUCTION*CORP 3 2 2.:23r.:d W, SEATTLE WA 9x',199 i* kkkk: kk* kk* k k: k*** k kkkAk*` kk; k* * *;kk * *'k *ik *'kk ** *'k * * *k k' k*.* 1 . *k 1Ak'kkk*k:k *k *k*k Permit De onc CONSTRUCTION OF A NEW 1, FT SINGLE FAMILY RESIDENCE AND 440 SO FT ATTACHED GARAGE.' PUBL'IC;WORIFS' INCLUDE ACCESS DRIVEWAY, LANDiA DRAINAGE,: SANITARY. SIDE :SEWER 'MD 1 `�, PERMANENT WATER METER•,SINCE HOUSE NEEDS TO BE.:SPRINYLED •k k•k•k•k•k•k k*•k * ** k * * *, •k ** k'k •k* * *** k * * *•k *•k **•k ** k-k•k:kik•k•k k * k.k .k•k*** **•k *ik * * ' k*k k * *`k*•k•k *•k :i * * *•k :k k•k Construction Valuation: $ 194,908.00. is Listed Separate) :Eng. Appr: PUBLIC WORKS PERMITS k(Water Meter Fermi Curb Cut/Aecess /Sidewalk /CSS: Y Eire Loop Hydrant:. N Flood Control Zone: N Hauling: N Land Altering: Y Landscape •Irrigation: N Moving Oversized Load: N' Sanitary Side.. Sewer: Y Sewer Main Extension: N Storm . Drainage: Y Street Use: N Water Main Extension N *• k******• k*******• k•k k' k**• k* *****k***k** *k**•k**** **•k*kk ****** ******k**•k**:k * * ** * *kk&•kd TOTAL DEVELOPMENT PERMIT FEES: $ 2,940.49 k******** *•k•A•*•k•k•A** *** *kA*** *•k*** * *** *** *k*** **•k• **** *k *•k *•k **k *•k Permit Center Authorized Signature: 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 ermit. Permit No: Status Isued:: Expires: ;. (206) 4313670 D99- 0104 s.suED 03/16/2000 01/20/2001 Start Time Cult: Start Time : No: Private: Private: N End Timer Public: Public: N 00 ******kA***** Date: !_LG Signature: Gate Print Naive: SA/`' CA (;) (( (. 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. (3114'12f/rialetaft DEVELOPMENT PERMIT (206) 431 -3670 CommuntWatyg(* p nen¢ PgN ifRfik COQ ggtagerefrpfttlevA4kly Vek Ft *OA 49§11ington 98188 APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address.: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT 000300 -0031 5102 S 136 ST NSFR DEVPERM V -N 001 North: UNKNOWN License No: DEAN CALDWELL 135XX 51 0:s, CALDWELLDEAN DEANALDWELL South: Sewer: Slopes: Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 East: .0 West: TUKWILA, WA ;:98188 D99 -0104 ISSUED 03/16/2000 09/12/2000 DWELLING 1997 SPRINKLERS .0 Streams: Phone: •P " one: 206 -283 -8592 •k* k* k *•k•k * * * * * * * * *k *'* k************** * * * * * * * *•k * *•k * * ** *•k * * **•k * ** k•k * * * * *•k * * * * * * * *'k * ** * ** Permit Description: CONSTRUCTION OF A NEW 1,724` FT SINGLE FAMILY RESIDENCE SO FT ATTACHED GARAGE. PUBLIC; WORKS ACTIVITIES INCLUDE ACCES DRIVEWAY, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER AND 1" PERMANENT WATER METER SINCE HOUSE NEEDS TO BE SPRINKLED **• k**** k*** k*** k** k****• k****k* kk****• k**• k* k*• k k*** * * ** * * * * * * * * * * * * * * *•k * * Construction Valuation: $ , 158,358.00 sa Listed Separate) Eng. Appr: Size(in): .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Curb Cut /Accesa /Sidewalk /CSS: Y: Fire Loop Hydrant N No Flood Control Zone: N Hauling: N Start Tine Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer; Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k** kk************ k************** k• k******** k*• k• k* k**• k *k * * * * ** * * ** * * *•k *k** * * * * * *k* * S * k**k k** kk****** k******** * * * **r * *** * * *k * * *•k * * kk** k***** * * * *•k * *k * **k * * * * * * * *' TOTAL DEVELOPMENT PERMIT FEES: $ 2,587.85 Permit Center Authorized Signature: Signature:_ Print Name: This permit shall become null and void if the work is 180 days from the date of issuance, or if the work is for a period of 180 days from the last inspection. End. Time: Fi11: End Date: '_ /1s0v v_ 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 any authorized to sign for and obtain this development.- }Zgrmi t. Date: f 5���2 - not commenced within suspended or abandoned Address: 5102 S 1 6 ST . ` Permit No: 099-0104 Tenant Status: ISSUED Type: DEVPERM Applied: 03/31/1999 Parcel #: 000300-0031 Issued: 03/16/2000 *** k- k*****• k• h * * * *•k ** * * *A- *A•A*.- - A- '•k•k* ** Arad•*• **A kk*A*rol%***•A AAA**** A**11.k Permit Conditions: I. changes will be made to the . plans unless approved by the •Engineer and the T ikwi la. Bu;i<ldl'n;g Di•vis,ion. 'All : permits, .inspection e re:co"s -, °sand' approved plans shall available at the jo to prior to.. the start of... any con - istrUction. Th.e,s:e `rio b �� cuments are . to :,be mainta"ined°;and avail- able until final inspect io`n 'approval is granted Electrical, rper ou ini sj llal1: be obtained Washington State Division. of Labor and ; _Industries and' alil` electrical work will' - /�e ,-inspected ; by that agency (2487663,9/ • Plumb,i0:,0erinits' sha,H be obtain,ed through the Seattle- -King ,County' Department of Public)Heelth•. Plumbing inspec,tede.by that"agen,cy, includir g' all gas piping (29642722),.,;' :All mechanical :work shall ber,ur der separate permit issued the, City of Tukwi la. Al;l;construction to be donee in conformance with approved p1,0 IS and requirements of the unform iBui.lding Code', (1997, EdiOon) as amended' . -Ur - Morin Mechanical" Cade (1997 Ed tion) an , Wash i`r gton' Sta to Energy ;Code k (199.7 Ed it i on) . Va,;l idi ty ii'f Permit., The ,issu,ancet,of .a permit or approval , o pl=an's, s{ sec ificationand'$computations,shall not be can stru.ed to be <<a permit ;f ` or an appruva`1 •of, any violation of:x.any `of {. `theprovisions of the 'building code or of any othe* or dinranc'e of the jurisdicti,on. No.permit presuming, give 'quthority violate or cancel the 4provisions of,: ;,this ,code s sha l-1 -' b'e v a l i d . Notify the City of Tukwila Building.Divis,ion >' prior to placing .,any concrete. This procedure:-i's' in addition to any requirements forspecial inspection. 9. There shall be no ,occupancy of the building(s) uri;ti l the final inspection has been completed by the Tukwila Building Inspector. 10. Contractor shal >l " ;notify Public .' Works,.Utility.- ; In spector at 206 -433 -0179 of commencement and completion of of at least 24 hours in advance, ! 1 . Temporary erosion control' measures -sha"l l be implemented as the first order of business to prevent sedimentation 'off - site or into existing storm drainage facilities . 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. Driveways shall be paved for a minimum distance of 20' from the edge of existing road pavement. 14. THE APPLICANT SHALL RECORD ON THE DEED TO THE PROPERTY, THAT THE DETENTION BASIN CAN NOT BE FILLED IN OR ALTERED WITH OUT THE REVIEW BY THE CITY OF TUKWILA PUBLIC WORKS DEPARTMENT. COPY OF THE RECORDED DOCUMENT SHALL BE SUBMITTED TO THE CITY PRIOR TO FINAL SIGN -OFF. PRIOR TO FINAL SIGN - -OFF THE APPLICANT SHALT. SUBMIT NT.RACTOR `.•SHALL QBTAIN.:.A WRITTEN PERMISSION :FROM. T OPERTY OWNBR: SOUTH'SIDE.<•OF S 136T ST F1R;,`; STAI E; ATION OF TH ; ,YARD.. DRAIN AND GRADING OUT yIDC •GHT:OF,WIY. Project meTTenant " � 6AN �►�� Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept approval required - 296 -4722) V alue of C�n tructi > Site Address: � ?SA GI Aug . S o Wag: TaxPc vvd 3up Number: — oo 3 f Property Owner: `1 Q A .A) 0 4 (...btk.,E - L Phone: tea( A. r' — rrf , q Street Address: A City State/Zip: Fax #: Contractor: Phone: Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: SAM. A5 A- a ' F Phone: Street Address: City State/Zip: Fax #: Description of work to be done: S I y a A, a. 4.444 r L Y A 6-( r ) G,v 6 E. Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ RemodeVAddition to Accessory Structure ❑ Garage(s) . ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) /1 I /O sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 002 V sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) II/ 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. TAFF USE ONLY Single - Family Residential Permit Application CITY OF TUKVI ' "'.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 17;:t �r,� Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANIFIgg4gpT:FOji RUB,,L`IC WORK, CS;SJTEICTVILAIN4tERg twrP.P.P. ,Rig . , •(Addltlonal.'revlewa shall be� det by. the PubIIc: Works Departnient)x ,. te .;. t. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: fia Land Altering: 0 Cut CI cubic yds. End Time: ❑ Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private ❑ Street Use j Size(s): 3/ Size(s): 0 Fill cubic yds. O Public O Public Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - 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. Data ap• 'cal agcept PLEASE SIGN BACK OF APPLICATION FORM Si'PERM17'.DOC 2/13/97 Date appl on = •kr: Applic: ; en by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature: � - € Dale: 3 /3I/ Print name: 1 A.t) C L-� GC/E L ` Phone: eat}'3 -9ri Fax II: 30/— 9/33 Address: 2 3 a - ai /�vE G� City /State /Zip: s. A, to A. S k /fP ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST B SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARE / A REGISTERED ARCHITECT OR I )FESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILLING 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 -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ El 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) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: El ❑ 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). El ❑ Foundation plan and details El ❑ Floor plan El ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El ❑ 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. ❑ El 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 pemiit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI PLI MIT.UOC 2 /13/97 • ," ,.• • „ • •..• • • „ •• ,” •'.-• , ," ," • ' • • ' ‘. • ••••:: • ' ' •••• • ; ••• 11 t1V ‘: A OW - tut' vi .. . , 4 A " 4 : 14, ' IC „,*' 4e 44, i * .. ..A.***A*4 ' :. , t iT V '. ( F :',111.1 Ki+1 cp, 14 fl '''. , .' ‘' * , '•';',' ,4 4. 4, 7k:04.7st 7,',.**'-i. 4...(..', A 40-2A".?;:oc ., 4, * * * A * A * 7r 4 4 ...4****.A**4 *A. A4,1X vIC:4 *44 *,.‘* ..k-* i.; 0:04 ii Mit4 N iiiiill'i".4'' ' R 98 0,(':':i MITI!: t " ' .i ' () 1 i 00 Q. 4 Pd'iliteii tPldth'iidC1.111;CIt''''''' 1st 10 ti i:',:.., CA i...,PN'til-14- . '''''-'-' - ,..''';' -.....::tPli ':' 3 j , .......... , ..!f..7.7. 7.77 7 !.. , .A7;i7 , 7.'•':' , :',.... , "'" .',',,'2' ' '-: l' ,: ''‘''''''' - - .,'' ." • •• , ' .., ,• In i) p E104 .... 1, ., . ".,... , .. , ..1 , :.: - .„ . ,..,;„ , ,,,••:..:"'"....,- . .. , ',.„Ii'e,i. in 14i:,:' '' . . ‘..,... ... ..,,, .:. .,.., ''' i P rj, P .11 li141",'' 1 ) E M1 .'f •..'.•••...;•.... ' 1 - . - • - • . '''''''''': -'...•''''''. '' . : . ;•• • :•ge i•,:"( (}0.. 0 (i3 i; .:••• .,": .—,....••••• :I ,••••••,.. ...-... ,• ..•,,, ..- -.,..•.• : ••.• .•.• ":.•„,:: . ,, „ ,, -.. ,.•:• ,. . .:.- ••:„ . ; - • • • • ` - • : . ' .0 i-,...-5102,...: S ,)(...,. ,.. ••• ..., .. .. , .,. ,... .. ,, . , 1 lil) 49 ::::,'''..":.,:'''''•'..,,;",[.,."i":',i;,..,A1,i,1:,,,,i,','::::,,,,,.''. 4 .",::,•:, v ,,•;,. • ,:.' 6 -:. T . c , t . i . t . i . A i', L '',. Put , i. ‘i •• ,, • ..,,,.• ' I .1. - 0•■ T :. '',t,'T ..,,",,..• ...• ..........:• .. -, .., : .. .. . 0•41,4 ti 6 e : . .. . '•-... - , • . - : - ' '• " ()‘•(), ...•.•:. .• • •:.-, . : ., .• • ''• ''..•':-•''. r. '' ''' : ..• - - • • . : " '44- *• 4, *1,4- ..k. A.** • ' : • ,-, „ •,,,..-... ,';4•,4,;,• •• ./.•,,,4• ! ... t 4 ': ;C. Y .4 '•'• . ' . *W'' , 4 * :' . ''• *4 " ; • t r . •'.',.. 1 . 1 !'• 1 ":'''''1'• 6 ..: * •.*:,s••••* •-• • .' .•, •• , . ..,•., • ' ; ••,. ' ... • • • . • • ; .. ' ..- A Iti•ciiit ..•. • • .f• •• -.•• •••:•••-••,.• PI 66'e kvitit,•:-",C911.:!t, - : .......•••: '• -. •.*. „.. i.: ..,,,.,•„. 0.0 ,62 . , - , 3 - 04 ., .: 1 •, , , - .) . 0 -, ..e):..,,,, .. .. ... . --..' • •.• - ••• ••. , 8t1N1)11i:DP.Q*Iitl,'. ' ,•:::::,..,,....,..,•,,..,;.?,,,...,..,::',..',..,...” -..--,''..--. ' - • :,•,-.,,,' ..,,,,,;',,.,/„.:,, • . , , ' ';',:',.'io:':',',.:',.. .''' •• ' ' ' ' , ...,•. , • ,.....• . , , ...„ .., . . , , • .•.., , . . • . •• •,. • . • • •- . -..,, • ,,. , • . - .. „ . • • ;,,. ..., :,.... A .. ... ,,, ?•- ,, ' ' ' 016 ,'.:•:•, .;.,•,-,.: .. : , .... • " • • • • • •fia ^ 4 • . • . . 27 TOTAL, 250,00 • , , „ • • • • . " • • • . , . , • • • • ' - • ••. . • "•.• • • *.tt AA icA :te k..■ k"...N 4 !I 5 `;0 * k . tk ;C* 4 '* 11 fic A tr EN', -CIF;••• 1 1.■ 141'.• I.: A Wf 1 • • • 3 . 1 • 20 ,; 00 ; 07/' 00 15 i; , ' • cid:S. ft' -14ot.ftt..ii)n w ti In 1;1)0 :• ;1)99-0104 - voe VELOPPII:14 r r Pi c e t No 000,3u07.0031. • : !3 136 - • • • - • • • fo,a't I•oef:: • ',-.1, i'l•litLf ' • 20'„ 00 Tt..-ta Piti 2 940 4 • k4(1.(4 ilcIt.:1,4.1 A. a A P*4-****714 kt '14 c . ..I e 1.1 • et:ri t 10s ) 40?../34').400 - 3Nbl R. 7. SNE'./S$E; . 20.00 •• •• -•• •- •- • - •- • •• •••••• ••• ••• " 6277 07/277i0 TOTAL 20.00 • . . • •'• • • . „ • ,••• • . • ' 1 1' • 4:,41"it * IT IC* * it * ek *A" • .:• 1 P. fitif31` w .4.. . . f(irU,MI1 umber PO) 1110411 t. '' 64 04/1')/00 3.4r,2Ef .-) • • •• • , - — • LHJTI Notin ; C(1. L)W('LI C 14 T In i t : UU t )3 0104 „ Il'/fier,''DEVPER,11 DEVIL!. (IPME'141 PERMIT P4i'‘ce.21 No 090'3( ite r. es .5.102 S 136 'SI' • • • • Tol;a1 .• 2,92 311 AL .L. : 49 , Act:04 Code Deecr pt: on • 000(3 /:1.1}INS• - RES 00,0/34 -- RES ” - I • , .•• - • . Amount 201.60 • . i31 0 3416 04/13 9717 TOTAL 332.64 ( • iCorif„, et. "11 :lorif,‘„ acee.-• ,;« • • . • :•- ' , . . , :Ii**i** * *:** .** -*?‘•**:•;t• *i,:(.* t..,..,*:*: , 7; s ■'j . i ti r .. ;, , - i,..... ,, ,....„,..(:); .i ,,c ' - 4 i *:.•,*.. **.*:.: ?c1c, ?''. ',•. 71r ,..., , , I Y i. . A ;6 i , '. ',..; . ,,: • ,, : , , , , ' ' “.%: v'.. - - .. .".":,';'-',. ;' ,-.., ' ' , - ','" , i . *. .- f ? ',' :,'. ', : i. '' ''. :',. . 8 4 9 ,';.:'7p • 0 ?. ' / ..:!....? ,.,.■ ' 6 -: k.„.. :::.:.•:. 1 :„..,-., - -..'",-; 64 -,?.:',. :. A iifo tiii. ;:,:::•-•:,, ,:,.. :.;,,- . - , , ,..:: ..-.. : . , :i .r.,./ n i,..:::: .,.: ,.•,,,, ,... •! 1 ,...., .:,,-,..- =4fi - 4.,---, --.. .. , ::::Dtf40:' , .:c 1 A . LD 1 1'*,..,..., .. , ... , : , .),... , .TJotti , 4.:, - ... , ::: , .......,,..•-:, ..." c ...: ., .1.....; :. ..; '4,.„?6:°o.ie'i,,":.°10-',!::::994::::..:',.-:".•.4::1::1; m 131.:-..-1.::.1E,-'1::-99:-'14'1":.:::4:.)1.:.'11;E '?6:i;401 ',-''.'-';,;;;;:'''',.';':::::-..:,.,..,•;-',"-!!r•,-,-7..:77...7...., i '',:i.".. ..14 i'.!'"DE V.PE 4 -''' .. 1:i."..?:'::;:',:"1,!..,.,.:...,:;';::,:.S..!.';,,,;,., :',,:',.'''.': -,"::',..,:.:•)::::::::::.; : .J ......;: .,..ia T :: ': cita 1 III- L . Pmt s ''. ,,. 4: 3 6 ci :, 5'," Tiii 4 ,. i.:.!.:: t Y.Pe El '::.' '.', ''. .. ': "';', ''., ', C,. '. '. ..: ., ..' ' , .. ": , • ;' - :, : ': z,", . ,k * 'A4* le 4.4 •! , . '' :: .:::.' -.`", ', . '',, ::, i , ,',' , h' '..:', , '', ''..:', .' . , :':', :' .. ',, ; . : .. ' 2, . , , . k .... A * ; *4 vf 4t It ?,. , . ., '.. • : , r- . A m 06. Decriptcti , .‘ .4)..Q 00 4 !" :'.' '' c p 0 1 4r1 ',. ....pLflt4:C . RLS 84.7B ......,...,......:.---..-----.'"---'" .,. . ..... ,. — • . 197703/31 9717 TOTAL 84978 ! fk 4 vkk 1 * * h fir* A * k t khh / r . '*.* *A i*t *!rA!fc.1•kh *t *ktlr� *4** /A41' * N A *4 * k rh :. CII'4 J! 1 t1k4!4I L ft W( �� �a 1-I, i RA N : . 14, •k A :+4 t � t *!r 4 Jr.A• k *r t tc :fir k A 3r �,•4 �'r k A !r it �4' !i J1 �k •k •k *::fi ar iY k �4 A h A, •k k k .t :1-. A .4 .i• S h h � :V �k of �A h •?I'k k •,1 �4 •A' fr NaMJ i ��.emla . r? ; R�a>30t1 "w51 t'i ci ir�tt:Y 1. 38:t } ". 03/ 1Gtgq. 1 0;,02: • • 3? 'n t i�,e i ho � L HI.0 I ' ` rho t tt i can Cia1.1 ?44t 1.I C.0NSTlt r� � t s !1{ It' • DEVPEU3I '.DCVi LOPiiI i' PERMIT WV, Total iii? s ;.. Tot.ec i AO" :Plat:; t17 ante':. *4*4*" * pit**.**• A.*****A* *k•A•, *. * * *• * * *• * **s1 * * t4fi 4* ACr 0(1l1 Cod ' 000/342:400 , •412/ ;42''.400 40/3tif; .:l02 401/30G, 520 40A/342.400 .'401./343.405 . 0c %r.r i qt 3 on '9U _ RES C H C I; ..- 32 C:'3 I'l.AF4 CHECK - UTI.LITV :PLAN .CHEC1( WATER ER IIETt h TE 13iII.i. ) sURCIIAR0E . :C NS P. FEE .. •U1ILXT ?. INf P FLE STORM r RAIN WATER CONNECTION : i1Al•C•.tr INSTALL.ATTO (OE P') WATER INSPECTION FEE WAILot i•lfl•j4 -Ctr4 00Q/222.100 LAND AI.TEIiIue• PERMIT a EF, - 2,5S'.t3; Amount 1.,324.'15 . 10.92 20,00. • 1 0 „ ,15. t i.00 10,040 175.00 15.00. 25,"00 4 ;23.50 .1:.'11. •.f t 2591.03/17 9717 TOTAL 1738.07 \SSv COMMENTS: Type of Inspection: too w (10i 5 7oL 0 L. -we s of j.rt-g.. , Special instructions: _ Date wanted: a.m. p.m. Requester: Phone: 1 t~1 2zk Tu.. 6 c_ . p +L() t A.C... Aro- . C r i t ()elI00 -. ctev et.%x.. ‘4 11 t 1 P ojn Ca.V.4 LA Type of Inspection: too w Address: 5102- S. i% sr Date called: Special instructions: _ Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECOR ' Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. , a Corrections required prior to approval. Inspector: Ev Date: ii / 1.1 1 c.x. $47.00 REINSPECTIONE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: t t Pro' S P: , ... .. .... Type of spection: .......- c.V Address: 14-5-Date 5702 Speciafinstructions: ' 9 ' .-52v-7 7 ' c Date want d: a.m. Requester: . P h 71 . ' 2.4;7 INSPECTION RECO Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1*o/ PERMIT NW. 1--3670 Approved per applicable codes. Corrections required prior to approval! COMMENTS: $47.00 REINSPECTION [REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: FUN T, Type of inspection: 1.. Corvvf'v )Part hWttc t #'ci O va Address 510; - 5.13(, Date called: :. D,) Cri rc i -Q --)5 bcisewle - •c\oov. c 3 s Date wanted: a.m: p.m. Requester: . r Phone No.: 3 •) • \Muse. vtuw \' er ot-Mc_ ctCCP s `oo SVW4 i \P t vv‘\ m a 6 "14-- G 1 b c V( cAoS.e 5 - C• 5') rov;c \-e \v\sJ \a et" i'�trcde G . ) G ra r 117-ed S C \ Y 1l duct Ir lOokOS t A L\ v‘ ' 6) V-A- 1 "Nv0 c,e . Sd 1 i A tOG \� n\L u e o G sfi (�aathi oft rc\-C Project: GV1 C�a C f Type of inspection: � 1 1N� Address 510; - 5.13(, Date called: :. Special instructions: Date wanted: a.m: p.m. Requester: Phone No.: Off' -o (OI INSPECTION REC Retain a copy with p INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. n l Date: r1 1• 1)L, -010-06 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: • 2) Me C k Gil Irk 1 F ; ot,1 . 8.) Fire ` F; Kct I Address: r s. iv.) • L3 -i- t oct 1 I a-- k no ,c-e_ C Ira CI f n- -eC S +CS - flow a w a, ,t` To ho t) se, G S() IA cr-t ' -}-- hr,f-F +kr , - -f>rrl' l ta CT es- gq vel -e krt 5 b .p.p to e.,,,,.ro ce (1 . Phone: Project • c PG 1,1 G 1 1 r 1 �U e ` Type of Inspection: r - , i ct Address: r s. Date called: instructions: Date wanted: I Special p� p.m. Requester: Phone: INSPECTION RECOR Retain a copy with permit dC Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. v. .. Cle[■.a u.•!R[ L i'ITt F /�T t tvL: 57T:�•.L.• I'a: r PERMIT NO. (206 -3670 Approved per applicable codes. Corrections required prior to approval. R ritAi LL D I I— ?-O" 00 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Cali 019,1 I hype of Inspection: Address 0020 S / Vigil "'cc Date called: II I L —o0 Special instructions: Date wanted: a.m, ri .- 7.►00. .p.m. . R quester: �_ Li LaitGwr C., u( (Ai -PJ,X Phone: 466 - 7q INSPECTION RECCJ Retain a copy: with permit INSPECTION NO. CITY BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila, WA 98188 09.9-010Y (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: NO D K ,li l-sty. s !/k /8)74 l+'i CO Add 44 / • x Inspector: 6v Date: 1 7 / 4.DG Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project — 1) _ G I,‘ C G 1 iki I l 1 Type of Insped"art r' Z 1 rci Address: Date Called: Special Instructions:. Date Wanted: am. p.m. Requester: Phone No.: INSPECTION RE RD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) ; 431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector.+ . n ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: P r o j e c t . ct• / / ti T o In lion: 1760 rd Ad ss �V ' ++ Y1 -- Date called: i0-i9-0 O Special instructions: Date "wante 6 19- 00 .a.m. Request e Ct VI Phone: o !(- Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per•applicable codes. Al one (206)431 -3670 Corrections required prior to approval. COMMENTS: . 4 'vow. 1p 4 r\ - cowyl Lower a rc 47, (� *, P VIC C V r CVP-V AC PGC e-a r oI --2..� Date: 1 V •' Q` OV El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ' Date: COMMENTS: ?+io.se ©K.. 1 m u e Qd- ' a. p-e I . 3(O 1 S4 ( 6-9 . P (AAA; i 0 14 61 ) . 5 . (' Y e 5 " \.) 0 r u 5 \ () C cr -1- i0 K } C W\ f14e -Ae clvr we 1, Oav'ouhf.) . 4 UYv\e.(•c \V Alcove Requester: rCk.•V1 • .Phone: . .5'v - ci loci — 2 1 N \e: (44 1 T a comp L'i c 1.:-Ne sm vA 1 rtef Ot ep rehier! P_r je ft:. D' Cella Lue U •Type of Inspection: • ii '' .1n4e.:'( lo✓ l::k,(1V)aci fik5leino Address: 510 9 I . 3(O 1 S4 Date called: CH IR_00 Special instructions: • Dat wanted: {) - .r a - a 1 0-O a.m. • Requester: rCk.•V1 • .Phone: . .5'v - ci loci — 2 1 '' 9 +tk INSPECTION RECO Retain a copy with per INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 bc∎ - (‘'q PERMIT PERMIT NO. (206)431 -3670 ❑ Approved per applicable,codes. Corrections required prior to approval. Inspector: \ j ca• ( 2 M ff_ n Date:9 20_ 00 J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: WAP. i• iiKLL'.fYYLiYTite�JSa +�t£�a�7+i' dJ:�e715�+tiY�i�:LLt�. ids', :Lca�1��:.r.`ls'�.s.CD�".n -.... .. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE (206)431-3670.i, Project . •• • . C c\ Loi \ Address:: • ; Special instructions: Type of inspection: . • k .a.P•o4cc:+f6r\::: Date called: • Date wanted: ' C- 1 Ob Requester: - Phone: , .= Approved per applicable codes. El Corrections required prior to epproval. COMMENTS: — •\ -) YN U `e S ‘N cinv Inspector: Pr Date:Ct la 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspectlon. Receipt No: Date: tiiiki2E..4414.1.1..esAL Pro a tGL� - L,.l Type of Inspection: l) Address. Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: !: f, 5x�`, �. x` �r_' �i«'± t�. tii". 45�' 4�' �,.. wN. tii�• �; 5.: tf�, tv 'i�tlev+�tcm✓��.i�:�r:•`.,.s,.C' tit :�t¢1.%�:.".Xr_....x,..__._.__ w,.. INSPECTION RECO() Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 Q Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. a"C COMMENTS: "OD • ,e+.44.4;" f t Inspector: C�1 Date: (,/ (...x) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project, cy_AcDive,u, Type ection: Address: 5/ - (0 13 ST Date called: Date walet/ dee Special instructions: Reque itdSPec. Phone: ( INSPECTION RECOR ; Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 PEkm N (206)431-3670 Approved per applicable.codes. ' Corrections required prick to approval. COMMENTS: BEAA-Kk. I e-,A 19144. sAo'Ael-Arivio Posr 47r2P a/uffr Po Mot STOC-X- a),6 ik Ins or DategA 00 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - 1; • .42 . • J COMMENTS: , t , I (I 1 ch,oe H L irehiNQ --- tpor.Avt •A- - 301SA- C r ay\ (14-44,) )s • \-- v,o- 9 9 i-\-9, 1 4. 2. Address: •. . ,.... , ....-.1 . Millegaill UngratralaillE \ ... a . 0 k • - "VIIIIIIrMiraalliilekbaillia3 A • I kcCrfeil TP...1 rlear ±,, it • - .cs\ t rvtle-,/ AOthr Requester: le con 0( Phone: 20(0 CRC Cl S2 7 9 0 L . . R veraL l 1), 19-9 Sp( t, l' W 0 i so TV • Project: , k(.? Ct. t ( , t , I (I 1 ch,oe H Type of Inspection: Frct. yy-\ tr\g Address: •. . ,.... , 010 .)) Special instructions: Date wanted: .m. p.m. Requester: le con Phone: 20(0 CRC Cl S2 7 9 INSPECTION RECORD Retain a copy with perinit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • PERMII NO: • (206)431-36 El Approved per applicable codes. Corrections required prior to approval. Inspector: 4) a cin j Date: 9 - 7-00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: V) C c, \0\ T pe of Inspection: C nnir1CI Address: S 1 L'a, 13 lc 5 ' D to called: J t-31— DC Special instructions: Date wanted: - C ! I — D a.m. p.m. Requester: �QCt (1 hone: r plb C -- - 19 Approved per applicable codes. COMMENTS: / it HI Cy INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 5 ; • rfq - C'(�U PERM (206)431 -3670 Corrections required prior to approval. Inspector: r t 3) Ph( JO— , 5 /$ /9h >tc, 4/0de6 h 4,/-1) A4 ,, /Z 4o 5) / . 1,v, 14 u/1 j %• / // 7 1."1,f,s7C y , / / (�.r� +g-a2/ 1,00 / / cf T' /a /, f 44 - 4'/ 6 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t ',y ,�yL Date: Project: i � / Type of Ins a ion: Addre .. Date call d: Special instructions: Date wanted 62l Requester: Phone: INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila, WA .98188 Approved per applicable codes. • INSPECTION RECO Retain a copy with permit PER / N � O (I�;S� (206)431 -3670 Corrections required prior to approval. . ANIL 1 1/4 -zi7 5haA . . _ . i - . $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins'ection. Project a f) L, p�"�'�f (�/1 Type of Inspection: s � Address:. Date called: Special instructions: Date wanted: t f a.m. p.m. Requester: Phone - 1 1 - r 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECD Retain a copy with permit 9 -1 ICCc t%v e, ).)/ ? Lit rf 5( • (3 —14■_.� i . I>1. . P - 5 f 4 :Noah 5.zt,0 U & 1 (LsN4A. PERMIT NO. (206)431 -3670 El Approved per applicable codes. El Corrections required approval. 7 0Y, c( Inspector: Date: ,5.,/ > El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _.._..• ._ ti..c s.._,. ti.. 4,.!.:.... rc. r_ t •.z:r..,.._,,..P::.......:..�.5 lo. Aoi:.,.r.,,Jdtrb_•. a „_ _f #.._ ✓�`.r .Lr .._ • Jt3 Project ::/' a cl we tl Type of Inspection: 5 D 'Address: 5102 S 1364h St Date called: S— 16 Special instructions: Date wanted: 8 - 17 -00 a.m. Requester: try) Gue5$ Phone: 7 q 421 g M s . INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUK•WILA BUILDING DIVISION 6300 Southcenter Blvd, #100,-Tukwila WA 98188 Mc1-0iO4 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: usig6i Inspector:. t; ■J Date: 4 $47.00 REINS ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: e. a? S. isri^„! 8�c�_. a ?':.�.► M,s.�?�..rsl:fra��rr'.: �5?!'et ".- ...:iz�xrh.:tu. �....__.n+...,.. u. �... _. _ Project- Cd/Cltv�, i! of Inspection: Sfo se er Address::. 510 S 13 61- 1 1 St Date called: - g 8-0o Special instructions: Date wanted:. a.m. g -9" °0 Requester: J Guess . Phone: 7 vi - 7 2 i 8 Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO CITY . OF:TUKWILA : BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D99 - 01 a4 PERMIT NO... (206)431- 3670 . Corrections required prior to approval. COMMENTS Inspector: ksA WA.01 I1.0 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projectt� ` ox �} : Type of Inspection: 555 Addre 1Q 13 b . Date called: � Nei) Specia instructions: < Date wanted: a.m. -/ ) 7 CD P.m. Requester: j/ '' �, Phone: / l INSPECTION NO. Inspector: /it INSPECTION RECO Retain a copy . with permit CITY OF.TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd,. #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: sss 0_00 Az 61. - k toirn.rm. Date: I 1 '�X.�D E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: . .�l C . I to-c., it Type of Inspection: C'(Nr recflon tx -Ier (tar 4. Address: Si nce 5 ISO?' &-+- Die cal!gd 1" °z 1— 00 Special instructions: Date w ted; r p, equester: Pi -- gtia:ci- SP:19 Y<' INSPECTION REC �_.J Retain a copy with permit INSPECTION NO. ;CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila WA .98188 (206)431 - 3670 .: COMMENTS: Approved per applicable codes. El Corrections required prior to approval; $47. 1 ; INSPECTIO / EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �o." �vu% l� .�M,..rkst�•z5�....�.._,,5:_ ._•u _ Project: c owe i 1 Type of Inspection: 5 D Address: 5 102. S 136-6 Si Date called: • 7- 13 00 Special instructions: Date wanted: 7-P4-00 p Requester: Dect n c a IA) e 1 I Phone: 9 69 _ 5219 p r: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431-3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 7 P/c) rdel 11A,0 14414.1111 h.). klX1 fArrx., I Al .ip - re fact PL-A16- 5u). (e) kigaj 4 44. 5r L) 4,64_ 1. Inspector: seer) 6&J Date; 7/11/ ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • • P titIAZ It�L Ty l on: Add � 5( 'J"' 5-�- Date called: Special instructions: Date w ir�� a.m. ,a.m. Requester: L' �i Phone: INSPECTION NO. 'tiff 0F BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit • PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: K. ID 7o S Ltc4e) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ty�i'.:rC.f�s� s^! ISM. t�? 7�Nu4�tta�tlt4at���1Fk�r (�'�XFL31hY, ae:d�R 1ft.Y s�,�s .� Project:--, ,.. • 4 f / if a, // Type of I ction• • ,- /�- r.°' . 7J1 4: GC 7 4 l') .. • Address: .Its l fi-- Date c61led: /, - -. r' - l ;�/: (-• ;► Special instructions: Date wanted: 6 ,2 '9- Gov a.m. P.m. Requester: ') 'i Phope• D99- o iO PERMIT NO. • INSPECTION REC Retain a copy: with permit INSPECTION NO. '. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Lorrections required prior to:approval. COMMENTS: / L' S /7' 47 ,(I& ©� 4r r‘b i 4-ez "Azo<lecc Ins $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. Receipt No: Date: Prol (DiAletb .Typ ff I A id 2 /30 Date called: Special instructions: Date w d: A/ p.m. Req }} P.i 44 Approved per applicable codes. INSPECTION RECCO Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. C NTS: Ins $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Pil ova; //a x.41 7t l 63,,,L 27,4 cd A. s pfc Addr ess: 5' 10 2 — 5 I 36 Si_ tQ A (0. 7 Pi - L',e .St _cgc 946ccodo-v$ X( P (7 , ..r0 T � , 1 (.. -Z P6 s ..-4 (-n4-is 1.(0 - 6) a.m. p.m. Requ Zi t Proj Type In RecSQ cnolif Addr ess: 5' 10 2 — 5 I 36 Si_ Date called: Special instructions: Date wanted: r- a.m. p.m. Requ Zi t Phone: INSPECTION RE D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 '(206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Da 1 Receipt No: Date: COMMENTS: E Type of Inspection: AUr//S7 - 7 : 3.9i7 FhAL 1pvl " I >',.._ re-ein A neck 8 lz, , k. aGL . Date called: CJQ"G AtO j 77-57 Ai i,,t2 LAST W ZeJ 4- U f17/14( Ir" ,t 6/4 9 ..c.44.€774477(94( Reque ter: SO TD o kcal Pelle 5 cks Projey�c, ( E Type of Inspection: AUr//S7 - 7 : 3.9i7 FhAL Address: -Y -- S IS(‘ Sr .. . Date called: Special instructions: Date wa d: i „+= Reque ter: SO Phone: Inspec INSPECTION RECO) Retain a copy with permit Date: 99 o i 2- INSPECTIOI�gQ' p ` , (7 44 ,4, 4 �� 44 PERMIT NO. CITY OF TUK DIVISION .� 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �'� (206)431 -3670 Approved per applicable codes. orrections required prior to approval. fJ $47.00 REINSPECTION FEE REQUIRED. Prior to Inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection ay‘spe..4 ;o;,, Asirm S . I 3 1 ) ' 1 . 1 . ‘ sl- r 1Chl0OY II L y evce- 1-10 peer Lou) l Reque ter: 1 Laurence �+ ��' Phone: //� p 201. " �t,- 089) Sioc S, 1 te,l St CUv^Cetrvteck c11)o,-r ac -t4... -e; I \ w t- k- . I 1) ►"c U S tn siete vvActi thtc;v Ss c � ? Yo w, v v r a,r s mil - r I Project a( e, t' Type of Inspection ay‘spe..4 ;o;,, Asirm S . I 3 1 ) ' 1 . 1 . ‘ sl- Date called: 5-3-00 Special instructions: Date wanted: a.m. ' 4 1 - 04 p.m. Reque ter: 1 Laurence �+ ��' Phone: //� p 201. " �t,- 089) 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: j- 010 PERMIT NO. (206)431 -3670 Corrections required prior to approval. inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Pr ect: Type Inspect' n: --- Address: . 6)-01 5 .I -30111 Date called: x /0 Specialbnstructions: fit.' Date wanted: /0y .m. li' p.m. ` � Z' vest a er: 11 ataalla Phgg s INSPECTION RECD Retain a copy with permit INSPECTION NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. DCic1-0104 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ti D PJ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: P `- Ie dtin� � Type qmcfion: i '(a � A l�.lt A ress: Date calle Special instructions: Date wQt q 1 00 (a.r 2) p: m. Requ , r Phonq 11`'f '�0:5q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. :ft!, Dc1P oI04 INSPECTION RECb*D Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: re4. -t '"x21 -t e '4 /4 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: • ....A ._At. 4.4.i. ry. _..., 4c. :b:letile64IZkX.:K :;i.Y..V .;i�•,rA.v.._ ". kedx:_ ..,,. 'project: Dean Caldwell lum _ wail . tun Address: .. 510Q. 5. 1.34-h Date ctl4c.4 • Date wantPri! q TRIM . . • .P 7 r .'-11 . Special instructions: . .. . . . . . ' . „ Requester: Txactn co (diAr i Phonecie:),_ $47.00 REINSPECTIO at 6300 Southcenter B I Receipt No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 H Approved per applicable codes. INSPECTION RE COD Retain a copy with permit Date: testMittitURIMISMWRIMUK . PERMIT NO. (206)431-3670 K Corrections required prior to approval. COMMENTS: e/41 fei.-7 de,s 67, 2.7) • Zb 54e// / 4 xe, /e1't EE REQUIRED. Prior to inspection, fee must be paid vd., Suite 100. Call to schedule reinspection. tms - 17 _ • 2. • I._11. a.. •_ • ■AL e_ ■••• enegle .71 INSPECTION No CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd, #100, Tukwila WA 981 PERMIT NO. (206)431 -3670 Approved per applicable' codes. Corrections required prior to approval. 'COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: P • ect: `�,. 1 A. __ 1 ■ r • • of Insp., tion ftl1. . . Z Sri nc! AL . A d s ate cal ed• Special instructions: Dat-e,w n 1.,� (m` p.m. ue er: l 4:5. '1. •�, F: ... INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. 8'' (206)431 -3670 Corrections required prior to ppr COMMENTS: /3v #7 )47 ,6 /2 6/ / /� � I! Approved per applicable codes. D $47.0' EINSPECTIONPE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575•4439 ? -° Fob & RA, sI bt.uc6 1OW4ST F L L t , jr-‘' � VJ BLt* . Mty Lvq.d r b 5C T WAS IkgQeu.e. Babi?w \ W +1 1-1 4S )J o ∎X-: ED l4l� x tST1N o GARAC:.a- LZ,i5X PERMIT CENTER uno OA rebar w/ yellow astic cab stamped - LUNO 18' 100 e at ion: 00 feel. 4/1 i k 1 tae • 9.3 T ce 1 f r � clToe Wit^o A / Toe j X 93.07' / 1 61. 1 ,Top .� Toe Retaining wall 1 1 .3 Retainin wail 1 e- r \ 77.0 77.9 i . 1 Con Safi itar% ■ i-W BL r . M4"r -$ LJ =ATeD 50 (t AT tlEQ'cttaa is ° >.: o� t SC . : E� 15 — lItE G` x 1 5T)( 4 ( . GRRAcL:. Found 04 rebar w/ yellow plastic cap stamped 'LUNG 16218' 100 e ation: .00 feel. 1 r!!V wiro /2' ‘es- Toe • / j 9, .s1 \ • Toe Top /I fr &------ o• T C e / / 1 �. t1Toe - - Vie. i l Toe pot) rrce \ 4+ s e CI A A40 -020 S44 SC84 / 26SC TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOT CHORD DEAD LOAD TOTAL UNIFORM LOAD LOAD DURATION FACTOR TI 2X4 HF MSR 1650F -1.5E 81 2X4 HF MSR 1650F -1.5E W1 2X4 HEM -FIR STUD TOP AXIAL MEMBER FORCE 1- 2 -2762 3- 4 -1i62 4- 5 -2762 SPLICE: 2- 3 =3 x 5.3 PLATES 3- 4 =3 x 5.3 SUPLEFT: 15' -7 " -8 SCALE: 1 FT= .2114" for Gener tes, unles other se not abo F rn i a t op ds any of t is design t the bu I dtn le er and contractor t at their d ap royal an veri bf c 11To e . al with appr � codas a•be ve own @1'ed b �i D ng des qe�t s 5 u t o n s. Oesi Loa nstbns stra lt es % is ffor a tr 1:alcu attons u are a able from . .. a Lu.. a nt rnra a (lM e is s w u Is a . t a i be Int a {ad into th buIk)ng si fie i mettrodD v is or c w ro I e TPI any .... § an . . Tt ussss snail us In a enc van Ion DUr I¢ t latsd to ro ar rr sive en r w,1 jv e gl 8r qua tow i s . l: not extood t e c ttm for I LBR TI 71 TI TI 25.00 PSF 7.00 PSF 10.00 PSF 42.00 PSF 15% BOT AXIAL MEMBER FORCE 5- 6 2407 6- 7 2407 7- 8 2407 8- 1 2407 LBR 81 81 81 81 8F 7- 6 =3 x 5.3 8 - 7 =3 x 5.3 6' -9 " -7 12 3.5 IN BRG 05 -20 -1992 DES: GAV CHK:OT TPI ANALYSIS LM PLATE SERIES: • LDVM= 1 T 20GA 164 PSI GROSS K 16GA 151 PSI GROSS TRUSS SPACING: 2.00 FT. CENTERS REACTIONS: VERT. HOR. 1 1080 -0 5 1080 0 WEB AXIAL WEB AXIAL MEMBER FORCE LBR MEMBER FORCE LBR 8- 2 129 WI 7- 2 -747 W1 7- 3 1685 WI 7- 4 -747 WI 6- 4 129 WI 13' -0" � 4 12 6' -2 " -9 4x5.3" MIN.BRG. 3.50 IN. 3.50 IN. 26' -0" and roo Usse or Mot musses w cusses W�tth C M? ia Ilin9s 3 p.1 10 3 6' -2 " -9 13' -0" 3x3.5 . , 3x7`, A 7 iii x8.8= 4 " -7 8 ` 1.5x3.501 th 1 .5x3.5 6 12 6' -9 " -7 i 6' -2 " -9 I 6' -2 " -9 i 6' -9 " -7 13' -0" 13' -0" C ma eq fired to wrrpensate fx a acu deaa miff.. C rectlo r na%n nd p r en btal ra % a t e d Tod a� a ys ►. e n a. e . ler to . I Hat1d m l�st ng and itracl 1H.- a Q an ere, t wt care U8 r>ot ere or u da t russes rot cu dn�I attar tlua T and b ouap c IIricludm f%o(rose W DI acksW tol'r 3Sr urrontinuo s. Iaf fc r es shi9 6e titan Off d to the boil r r a c ��e ue c and Dractng LUMBERMATE A Division of Alpine Engineered Products. Inc. Copyriph iy• P . h1'4 ��u ti "s sr `� THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOCUMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY DIRECT SUPERVISION. PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. ICBO REPORT NUMBER 2625. 3x3.5 4/ 6' -9 " -7 12 3.5 IN BRG { — 18 4' -7 2' -01 9' -0 " -7 SUPRIGHT: I5' -7 "-8 224814 V7.108 use s with sl g� r r n Sam f&r ctro s ti a iz otl`ar suD1'eforct c e o t to he ri Dotal . c k 11 a r t s' s a io dics at o .a n the ecru a tru d r b rogue i Uesiyn for � . are in ot nI u Iarse if uI r ' f a ct ' ri P eIQ th tt s o ; II :. rl ete o s � ,,� t Dy i 4 s 33 t. lei splices I tt sfi e alf DX Ioc e 4 T7 er"fe: . , Aral- , nrse P spic d ma %%tfac 1 s • y Lur ante. t 1992 . SOS - tu � 4s terl i nellm SoeciHcattm for Wood Cate• - A40- WA920113 -0118 ST / D26 TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOT CHORD DEAD LOAD TOTAL UNIFORM LOAD LOAD DURATION FACTOR SPLICE: 6- 7 =3 x 5.3 PLATES 2- 3 =3 x 5.3 SCALE» -3 " -13 1 FT= .2408" 7922 01- � Uestgl 4 Specdicalion Ior Wood t '..st clion ERoo vSlafb on;grade' HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT IV ► OPT V 0 0 0 0 0 0 OPT VII* OPT VIII* 0 0 * < two stories ' R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement i exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I P5R �LA1.l Stied. CiTY APPROVE M,AR 8 Z 2 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. ENRGYCOD.DOC 2/13/97 • Slab_on��grade�: sllsc<' -: above grad below:grad :Inteii r, HEAT SOURCE: OTHER (gas. oil. propane. heat pumps) OPT I 0 OPT II 0 OPT III 0 OPT IV 0 OPT V 0 OPT VI* OPT VII* 0 0 * < two stories ' The " > symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: J LC1T f F rn 157.84 NORTH 0 —.1 t, • NORTh 8392 . ZO 7Ri ESP IT it t:126977 NORTH 167.84 C4 &crr.: nt>• r•'-4•!9.,r1�'k^!".t:KS�+nSin.� i'( fu• Q; C„ tSifnsari8ssy.*.. .w.�..._..................+.. -� D9 RJ 1 .A CU LOT -} NNW 1 1 MAR 3 1 1999 PERMIT CENTER '.Jl'�Y := LOT 4: A TRACT OF LAND IN THAT PART OF SECTION 14. TOWNSHIP 23 NORTH. RANGE 4 EAST. W.M.. KNOWN AS THE STEPHEN FOS 1 tK DONATION CLAIM NO. 38. DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE SECTION LINE BETWEEN SECTIONS 14 AND 15, SAID TOWNSHIP AND RANGE. 12 FEET SOUTH OF THE QUARTER SECTION CSR a BETWEEN SAID SECTIONS 14 AND 15. WHICH SAID POINT IS ALSO KNOWN AS TI-E NORTHWEST CORNER OF A LANE CALLED CLARK AVENUE NORTH. WHICH LANE WAS MEDICATED TO T1-E PUBLIC BY DEED EXECUTED APRIL 3. 1905. BY JOSEPH FOSTER AND WIFE. AND RECORDED IN VOLUME 310 OF DEEDS. PAGE 523. FROM SAID BEGINNING POINT RUN NORTH ALONG THE SECTION LINE BETWEEN SECTIONS 14 AND 15 83.92 FEET; THENCE EAST 10420 FEET; THENCE SOUTH 63.92 FEET TO TI-HE NORTH MARGIN OF SAID CLARK AVENUE NORTH TAE WEST ALONG SAID NORTH MARGIN 104.00 Fh . t TO THE BEGINNIt ' ► °wII.A CORRECTION LTR# Mr. Dean Caldwell Residential Family Dwelling RECEIVED err( OF TUKWILA JAN 11 2000 PERMIT CENTER Prepared for: Mr. Dean Caldwell 3232 23rd Avenue West Seattle, WA. 98199 Prepared by: Deccio Engineering 17217 7 Avenue W. Bothell, WA 98012 (206) 390-8374 January 7, 2000 Dcial-oloy TIR SECTION 1: TIR SECTION 2: TIR SECTION 3: TIR SECTION 4: TIR SECTION 5: TIR SECTION 6: TIR SECTION 7: TIR SECTION 8: TIR SECTION 9: TIR SECTION 10: List of Figures: Figure 1. Figure 2. Appendix A: DEAN CALDWELL SINGLE FAMILY DWELLING TABLE OF CONTENTS . INTRODUCTION PROJECT OVERVIEW & BACKGROUND CONDITIONS AND REQUIREMENTS SUMMARY OFFSITE ANALYSIS KCRTS LEVEL 111 PROTECTION STORMWATER CALCULATIONS Conclusion of Retention /Detention Analysis On -site Water Quality 4 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 4 SPECIAL REPORTS AND STUDIES 4 OTHER PERMITS 4 EROSION /SEDIMENTATION CONTROL DESIGN 4 BOND QUANTITIES WORKSHEET, RETENTION / DETENTION FACILITY SUMMARY SHEET AND DECLARATION OF COVENANT Site Location & Vicinity Map Developed Site Drainage King County KCRTS Results Erosion Control Notes Filter Fabric Fence Details MAINTENANCE AND OPERATIONS MANUAL � - : • ••• • •,• • . • •-• , •.; ‘, • ; ' . . • „ , . INTRODUCTION This report has been prepared at the request of Mr. Dean Caldwell in pursuit of a Single Family • Residential Development Permit The property consists of a single lot with a total area of 8,736 sf located at the intersection of South 136th Street and 51st Avenue South in Tukwila, WA. in King • County. • This report is a "Targeted Drainage Review" and addresses the "Targeted" Core Requirements 1 through 7 (Section 1.2.1 - 1.2.7) and Special Requirements of the 1998 King County Surface Water Design Manual (KCSWM) per requirements of the City of Tukwila for final approval. The site is 0.20 acres in size and is located on the north-east corner of the intersection of South 136th Street and 51st Avenue South in Tukwilla, WA. The site is zoned for single family dwelling. (Figure: 1 Site Location & Vicinity Map) The project consists of the construction of a single family dwelling with a drainage pond located in the yard. The site currently has an existing garage and asphalt driveway. The City of Tukwilla is requiring a King County "Level Ill" flow control for stormwater runoff due to known flooding conditions caused by a closed depression downstream. The site soils appear to be consistent with Alderwood Gravelly Sandy Loam (AgC) which is Type "C" and a "Till" soil in SCS hydrologic soil groups. Not Applicable Deccio Engineering Mr. Dean Caldwell TIR SECTION 1: PROJECT OVERVIEW AND BACKGROUND TIR SECTION 2: CONDITIONS AND REQUIREMENTS SUMMARY TIR SECTION 3: OFFSITE ANALYSIS Technical Information Report Page l TIR SECTION 4: KCRTS LEVEL 111 PRO'T'ECTION STORMWATER CALCULATIONS The project proposes to mitigate the site development improvements by providing on -site detention using the KCRTS Level III protection standards.. The KCRTS Hydraulic Simulation Model was used to calculate the predeveloped and developed flows for the Hydrographs for the 2 -year and 100 -year, 24 -hour duration design storm events for the existing and developed conditions. The pond was designed to intercept the 100 year developed flows and release them at the 2 year pre - developed. The hydrographs were generated using the following information: KCRTS Input Information • Regional Scale Factor: ST 1.0 :Figure 3.2.2.A "Rainfall Regions & Regional Scale Factor" ► Flow Control Required: Level 111 :Flow Control Applications Map ► Soils Type: Till :Table 3.2.213 KCRTS Soils Type (Alderwood Series) The KCRTS runoff calculated from the total area of lot will be used to determine the total allowable release rate from the Developed Site. Existing Site: Site Area: 104' x 83.9' = 0.20 acres: Cover: Roofs, Driveways, Impervious: = 0.05 acres Lawn = 0.15 acres Total: 0.20 acres KCRTS Land Use Area: Till Forest Till Pasture Till Grass Outwash Forest Outwash Pasture Outwash Grass Wetland Impervious Total Area: Scale Factor: Time Series File: Developed Site: Site Area: 104' x 83.9' Cover: Roofs, Driveways, Impervious: Lawn Level 1I1 protection required (Existing Site Ilydrology) 0.00 acres :Includes Basin 1 & Basin 3 0.00 acres 0.15 acres 0.00 acres 0.00 acres 0.00 acres 0.00 acres 0.05 acres :Includes Basin 1 & Basin 3 0.20 acres 1,00 Hourly Reduced PREI2 Total: = 0.20 acres: = 0.09 acres = 0.11 acres 0.20 acres Deccio Engineering Technical h jormallon Report Mr. Dean Caldwell Page 2 KCRTS Land Use Area: Level I11 protection required (Developed Site Hydrology) Till Forest 0.00 acres Till Pasture 0.00 acres Till Grass 0.11 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.09 acres Total Area: 0.20 acres Scale Factor: 1.00 Hourly Reduced Time Series File: DEVI Results of KCRTS Computer Analysis: Conclusion of Retention /Detention Analysis Storm Event exist. Site Dev.Site Release Rate ► 2 -year, return period: 0.008 cfs N/A • 100 -year, return period: N/A 0.034 cfs 0.008 cfs The developed runoff from the site will be detained in the on -site detention pond and released at the 2 -year pre- developed rate. Therefore the detention system will be design for the following: • 2 -year allowable release rate: 0.008 cfs • 100 -year developed inflow: 0.034 cfs. Detention Calculation Results: The stormwater run -off will be detained to pre - developed rates for the 2 year pre - developed rate. The sizing of the detention pond and V -Weir Control Structure was performed using the WaterWorks Computer program and using the allowable 2 -year and 100 -year inflows. Results From KCRTS Calculations: Retention/Detention Facility • Type Of Facility: Detention Pond ► Pond Length: 50.0 11 ► Pond Width: 8.0 It ► Effective Storage Depth: 0.8 11 ► Required Storage Volume: 287.0 cu. -ft • Actual Storage Volume: 351.6 cu. -11 • Factor of Safety Req'd: none :Per KCSWMM Section 3.3.4 ► Control Structure: V-Wcir inches ► Weir Angle: 25 Degrees Deccio Engineering Technical information Report Mr. Dean Caldwell Page 3 On -Site Water Quality: According to Section 1.2 of the 1998 King County SWM Manual, projects with less than 5,000 sf of new impervious areas subject to vehicular traffic are exempt from water quality standards. The site contains only 1,800 sf of new impervious consisting of the home. therefore the site is exempt for water quality. Not applicable Not applicable Not applicable TIR SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND DESIGN TIR SECTION 6: SPECIAL REPORTS AND STUDIES TIR SECTION 7: OTHER PERMITS TIR SECTION 8: EROSION /SEDIMENTATION CONTROL ANALYSIS AND DESIGN The site is less than 1/4 acre in size and will only required minimal erosion protection. The proposed project erosion and sedimentation control plans will include the following measures to limit adverse impact upon off -site drainage system: • Limited Construction Season • Catch Basin Protection • Filter fabric fences TIR SECTION 9: BOND QUANTITIES WORKSHEET, RETENTION / DETENTION FACILITY SUMMARY SHEET AND DECLARATION OF COVENANT Bond Quantities Worksheet: Not Applicable Retention /Detention Facility Summary sheet and Declaration of Covenant: Not Applicable Decclo Engineering Technical Information Report Mr. Dean Caldwell /'age 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Maintenance of all proposed drainage facilities is the responsibility of the property owner. The maintenance requirements are according to 1998 KCSWM Appendix A, "Privately Maintained Drainage Facilities" and include: Maintenance Component General TIR SECTION 10: MAINTENANCE AND OPERATIONS MANUAL Defect Trash & Debris Any trash and debris which exceed I cubic foot per 1000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general. there should be no visual evidence of dumping. Any poisonous vegetation which may constitute a hazard to County personnel of the public. Examples of poisonous vegetation include: tansy ragwort, poison oak, stinging nettles, devils club. Poisonous Vegetation Pollution Unmowcd Grass/ Ground Cover Rodent Iloles Insects Trcc Growth Ponds Conditions When Maintenance is Needed Oil. gasoline. or other contaminants of one gallon or more 4I any amount found that could: I) cause damage to plant. animal, or marine life; 2) constitute a fire hazard; or 3) be flushed downstream during rain storms. If facility is located in private residential area, moving is needed when grass exceeds 18 inches in height. In other areas, the general policy is to make the pond site match adjacent ground cover and terrain as long as there is no interference with the function of the facility. Any evidence of rodent holes if facility is acting as a dam of but% or any evidence of water piping through dam or bens via rodent holes. When insects such as wasps and hornets interfere with maintenance activities. Tree growth does not allow maintenance access or interferes with maintenance activity. (i.e., slope moving, silt removal. vectoring or equipment movements). If trees are not interfering with access. leave trees alone. Results Expected When Maintenance is Performed Trash and debris cleared from site. No danger of poisonous vegetation where County personnel or the public might normally be. (Coordination with Seattle/King County health Department). No contaminants present other than a surface film. (Coordination with Seattle/King County I lealth Department). When mowing is needed, grass/ground cover should be mowed to 2 inches in height. Rodents destroyed and dam or bean repaired. (Coordination with Seattle /King County health Department). Insects destroyed or removed from site. Trees do not hinder maintenance activities. Selectively cultivate trees such as alders for firewood. Decclo Engineering Technical Information Report Mr. Dean Caldwell Page 5 KING COUNTY, WASHINGTON; SURFACE WATER DESIGN MANUAL Maintenance Component Side Slopes of Pond S torage Area Sediment Emergency Rock Missing Overflow /Spill -wa Conditions When Maintenance is Needed . Eroded damage ovcr.2 inches deep where cause of damage is still present or where there is potential fiir continued erosion. Accumulated sediment that exceeds 10% of the designed pond depth..' Any part of dike which has settled 4 inches lower than the design elevation. Only one layer of rock exists above native soil in arca five square feet or larger. or any exposure of native soil. Results Expected When Maintenance Is Performed Slopes should be stabilized by using appropriate erosion control measure(s): e.g. rock '. reinforcement, planting of grass. compaction. Sediment cleaned out to designed pond shape and depth; pond reseeded if necessary to control erosion. Dike should be built back to the design elevation. Replace rocks to design standards. Decclo Engineering Mr. Dean Caldwell Teclnrlcal Information Report Page 6 7 „ • ' . • . KING COUNTY, WASHINGTON', SURFACE WATER DESIGN MANUAL Maintenance Component Pipes Side Slopes Deed() Engineering Mr. Dean Caldwell Defect Sediment and Debris Conveyance Systems (Pipes & Ditches) Conditions When Maintenance Results Expected When is Needed • Maintenance is Performed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation • Vegetation that reduces free movement of water through pipes. Damaged Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Sediment Vegetation Erosion Pipe cleaned of all sediment and debris.. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. • Any dent that decreases the cross- Pipe repaired or replaced. section area of pipe by more than 20%. Open Ditches Trash and Debris Trash and debris exceeds I cubic Trash and debris cleared from foot per 1,000 square feet of ditch ditches. and slopes. Accumulated sediment that exceeds 20% of the design depth. • Vegetation that reduces free movement of water through ditches. Eroded damage over 2 inches deep where cause of damage is still present or where there is potential for continued erosion. Ditch cleaned/flushed of all sediment and debris so that matches design. Water flows freely through ditches. Slopes should he stabilized by using appropriate erosion control measure(s): e.g., rock reinforcement, planting of grass, compaction. 7'echnkal Informallon Report Page 7 KINGCOUNTV, WASIIINGTON, SURFACE WATER DESIGN MANUAL Genera l Weeds (Non- Weeds growing in more than poisonous) 20% of the landscaped area (trees and shrubs only). Safety Hazard Any presence of poison ivy or other poisonous vegetation. Trash or Litter Grounds (Landscaping) Defect Conditions When Maintenance Results Expected When is Needed Maintenance Is Performed Paper, can, bottles, totaling more than 1. cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Weeds present in Tess than 5% of . the landscaped area. No poisonous vegetation present in a landscaped area. Area clear of litter. Trees and shrubs with less than 5% of the total foliage with split or broken limbs. Tree or shrub in place and adequately supported; remove any dead or diseased trees. Decclo Engineering Mr. Dean Caldwell 7eclutical information Report Page 8 • Ite L�catj�fl&Vicini Developed Site Drainage • • • • • . • .; , moll Ifnrl 15V1 NIIORIAI ii ,� , Tian A V 6M 1r 3 � Q.� l C .. ^ He ns 1- 9 S u .. . ry ti t v c 1. Il t N S -_ 1'r il 78111 AV S ,� s .� I1:: !N • rr S _291H AY S. `^ rp .. AY 0 0. co • Ml pnitt n I o _– .- r ~—_1–, ---r /.- 4 ,,� rf:. r � aR A4' l ' ++ K u, ,--, L' " • (- mom AY • z Ol dYW \.. :_1...J 715 FIGURE 1 SITE LOCATION & ♦,I!''INITV MAP r Building ^ 905TIN 4 Gh�a4E pRo fo66 D &4 s 1 1:4 .44...c. Low4s7 f L 1. ffL ow 11Yl 1c copper pun •cncrete eonueen ' lot 1 1 i \ Toe /f' 1 , / M / Guy wire . •'. flavl lont &revel • 'Clan: I � 00 /ee: � O � l ; I - Tce / Toe r / . 136th 1 �= f } s I 10 i 1 ITee 1 . prop ,1 ' Toe wI I inlnq w! Wteinin well 1 n.* I y ` xt 5enll ti V WE lR SEE 17Erair. • • ET 4t1 -;_ fNoAoSFd RESco EMGE 541 Boor M s . 71 ELF ? =- 741 ys Owe) v Se-Cr/ON A —A {o: 8o Z BER ! 8 aSE 014 klitl C? ...5 r)p,v 1 E'- )9 43 LEuEL �► Ft-em) , �tT 2 aC — /oo DFQccopra /NNFcaw . O.03%' GFS — 2 y a PRE De d OcrFGVsJ : O. DOB IFS RF_ Qai4E Sr4z46 F V° C. . : Z37 CF S'ro aal G ADH EngInSiMng DATE: �— M orci LJE i D E T /4'i- 1J 2Y " Wrde e Top o. 5 Po,vo Bor?CM Ea."; o= 7413 7 /f u 50e rr M4R►w F 60) TREhT€ ExT&R )F2 Pty woos Figure 2. Developed Sic 1 Tor OF WE,& ELer — 8o I "—Beam DEAN_CALDWFS,i,; DRAINAGE POND DESIGN G `LoiG Eacii) DIMM » OIeAMtine NYMRR }PRoPosEo V— !dela SE g E,Ti4ic. V— Wore WE►R D ET Ali_ NrS SE' oiv — Lr_ vE L Fa0.) et4 — /00 c f 2 DEQec_o ?f_a IN) - 2 Q Pke Deo oo'1 - !' F_ Q ziit E vd c' — groaa‘e I/0c.41r4 P ADH Engineering DATE: DEAN CALDWELL: DRAMA Figoure Developed + #' K ing County KCRTS Results Erosion Control Notes Filter Fabric Fence Details Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank . Time of Peak (CFS) 0.022 3 0.006 6 0.025 2 0.002 8 0.006 7 0.010 5 0.012 4 0.034 1 Computed Peaks 2/09/01 1/05/02 2/27/03 3/24/04 1/05/05 1/18/06 2/01/07 1/09/08 2:00 16:00 7:00 19:00 8:00 16:00 0:00 9:00 Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.022 3 2/09/01 0.006 6 1/05/02 0.025 2 2/27/03 0.002 8 3/24/04 0.006 7 1/05/05 0.010 5 1/18/06 0.012 4 2/01/07 0.034 1 1/09/08 Computed Peaks 2:00 16:00 7:00 19:00 8:00 16:00 0:00 9:00 Flow Frequency Analysis - Peaks - - Rank Return Prob (CFS) Period 0.034 1 100.00 0.025 0.022 0.012 0.010 0.006 0.006 0.002 0.031 Peak Values and Return Periods Press Enter to Continue Peak Values and Return Periods Press Enter to Continue 2 25.00 3 4 ; 5 '6. 8 10.00 5.00 3.00 2.00 1.30 1.10 50.00 Flow Frequency Analysis 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 - - Peaks - - Rank Return Prob (CFS) Period 0.034 1 100.00 0.025 2 25.00 0.022 3 10.00 0.012 4 5.00 0.010 5 3.00 0.006 6 2.00 0.006 7 1.30 0.002 8 1.10 0.031 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.020 3 2/09/01 2:00 0.008 6 1/05/02 16:00 0.024 2 2/27/03 7:00 0.003 8 3/24/04 19:00 • 0.008 7 1/05/05 8:00 0.014 4 1/18/06 16:00 0.012 5 11/24/06 3:00 0.035 1 1/09/08 6:00 • Computed Peaks Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.020 3 2/09/01 2:00 0.008 6 1/05/02 16:00 0.024 2 2/27/03 7:00 0.003 8 3/24/04 19:00 0.008 7 1/05/05 8:00 0.014 4 1/18/06 16:00 0.012 5 11/24/06 3:00 0.035 1 1/09/08 6:00 Computed Peaks Peaks (CFS) 0.035 0.024 0.020 0.014 0.012 0.008 0.008 0.003 0.031 Flow Frequency Analysis Rank Return Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 1.10 50.00 Peak Values and Return Periods Press Enter tp Continue Flow Frequency Analysis - - Peaks (CFS) 0.035 0.024 0.020 0.014 0.012 0.008 0.008 0.003 0.031 Peak Values and Return Periods Press Enter to Continue Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis - Rank Return Prob Period 1 100.00 • 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 • . 0.980 • • • : • 4:c.•,;7t;:• 5.3.4 CONTROL STRUCTURES — METHODS OF ANALYSIS.:;:'" V-Notch, Sharp-Crested Weir • V-notch weirs, as shown in Figure 5.3.4.F, may be analyzed using standard equations for the fully contracted condition. 2.9 2.8 Cd 2.6 2.5 24 02 1998 Surface Water Design Manual 04 FIGURE 5.3.4.F V-NOTCII, SHARP-CRESTED WEIR • SECTION A-A NTS Q = Cd (Tan 012)Y5/'2, in cfs Where values of Cd may be taken from the following chart: 45' 60° 90' 0•11 4001 06 08 Y (in feet) ,5-47 9/1/98 100yr; release 2yr =ss * a=a= -- ----- =,Done< File Input Hydrograph Storage Discharge .L Routing Comparison Table MATCH INFLOW STO DIS PEAK DESCRIPTION PEAK PEAK No No STG 0:03 ponds v -weir 79,:72 0.01: 1 %CADWELL' - 1/7/ 8:10:12 am American Engineering Inc page 2 'DEAN CALDWELL:SINGLE FAMILY DWELLING King County Level III. Protection Pond ;& Weir Design:'100yr storage, 2yr =ssaa= =aaeaa =a === STAGE STORAGE TABLE TRAPEZOIDAL: BASIN. ID No. ponds Description: Level III Flow Control Pond Length: 50.00 ft. Width: 8.00 ft. Side Slope 1: 5 Side Slope 3: 5 Side Slope 2: 5 Side Slope 4: 5" Infiltration` Rates 0.00 min /inch STAOB <--=- STORAGB - - - -> (ft) -cf -- Ac -Pt- "(ft) - -cf - -- --Ac-Pt- 79.40 0.0000 0.0000. 79.60 91.867 0.0021 79.50 ..,42.933 ,0.0010 79.70 147.00 0. STAGS <---- ST0RAGB -- 77> STAGE <--- STORAGE - - - -> (ft)' - - -cf - Ac -Pt (ft)--- cE--- Ac -Pt -; • 79.80 .208.53. 0.0048 80.00 351.60' - 0:0081 0034 79.90 276.67 0.0064 80.00 351:60 0.0081 • 8:10:12 am American Engineering Inc DEAN CALDWELL SINGLE FAMILY DWELLING K ing County Level III Protection Pond & Weir Design:' 100yr storage, 2yr STAGE DISCHARGE TABLE,••• • • • ••••• • • •.„ • • -WEIR ID No. .v-weir Description: V=Weir: Etore100yr release 2y cd : 2.5000 : . ' ' ' Weir Angle : 25.0000 degrees '..., .,.. i..,. 1 ---. ' . -: W :Ele.r: 79.50. ft. : 'weir Increm: 0.10 .- : :: ‘ •••• .,,, .. . . . ... .. , ....,.. , 137,3" 4- -DIIICHARGII - - - 3 ST5.01 c - -DISCHARGE - - -, STAG c - -DI SCHARON - - -, STAGS . c - -D1116114011 • . :, :: ..., . (ft) cf.- : (ft) . -cfs- 79 50 , 0.6008 79.70 0.0099 79.10 0.0018 79.50 0.0273 . • ^ • • • . 79.90 0.0551 80.00 0.0980 •,V • „. • .• , ',..• OF 1 IJK'AT.L.r.1.. • • , rZ:-!NSMIT * et .)e •■ * 4 .14.. 4 * *4*'4—.4* 4A Nit71Cer'.: F: 9:10039E A;nc:Ltr:t : • . ..250 CO 11/21/00 09:49 • ::!4 CALEl_i_ RS g.),3 r : D99 DEVELOPtilliNT PER,111" Parcel iNto: 000400.0c)31 . " 3 'e Add,..ess: 3102 1 1]f sr • TO4S1 F'ees: rayme.it 230.00 Tt:tal ALL Pmts.: Balance: -..t. k frot**-4 4 *********************4**4*A** A.:Colin: 1:ode Dascript:lon I I. Ci.0/326.,908 BONDS/DEFOSITS 230.00 ---._-___ 21 +0 Q.\ f cc.),..i\Aea Y \ece S ,,,\ tr\'s"... r()V\3 %d' ((fr.. c4 • 'x11. 4. No covsAt,1dvat,14 , COP ptieA. 3,1 .037) •1 -- 61 v • 0082-W27 9710 TOTAL . 30.00 • • . 1. .e. a. , ..... .. , r. -;• 1 . k ,t , .. , ,.... 1 1 ' ) i ' dl''It.i" ' - . ,. ,......--, )- .. .-'1 l 0. ' . A . Li i ... „,-, • . 1 , -. . t''',• 4,,, • (.../1,- • , . c. , ... 4, 4...... • L.3•. ''' 1,.. /.'.5‘7 ,, S S . 1 3L 3 ' •,,, ,, N C k 0 .- . 4.4 j, a • i . — .+7 1.4 'S.#1" Tee r Rios = It rE - ? i= Y'.T«. EE- _7E 6 " 0uT :SEE nit • J f 4' 77 P: ;o Se c,7.►;. - II 5 141:1 P e2t.S 5S . Il ?B _S it. -,,��� - es 10e c Fa er ■f $ 1.5 ' Dee 73 a ?ago Sec A -A j�:�• t' = /or ca.T t "_ A W6t) �a S Ho w _ e ON 00Trd v V' oar s S. Tt = 74 ) i � Ogt F ic , `' re 75 s' S (- i-eic_ Le FT 5/ oe SCALE: DATE: tr y Fc 0 Co - r.t a L ASH Engineering APPROVED BY: Figure 2. Developed Site Drainage TYPE T Garen /345!14 Rag Por D Ud L : Sig/ G.F. - A CI - et Po f%4 v et : 5Ot1 G.F. l Z -;/!Z 02(G1tcs - 1.31/4 - Y 2 . - 1 " - 1 1 2 01E4i F.a) : = y K DRAWN BY REVISED DEAN CALDWELL: DRAINAGE POND DESIGN 79 A-L.5 f s]-bw 7 3 re: 77- yb t?J.c F «-' Prn RECEIVED CITY OF TUKW -A FEB - 9 20 :0 PERMIT CENTS DRAWING NUMBER - ; Se= ?7' Y - SE = 7 i °_ 6" Our (SEE Dartit 4''■ 5 ar Siff.er Y 2at2 FoR 5: 7tE4% STD A-Daz� s s .:, 1-:`r -:.1'; r- 1 / J s '4 m,r-r. .w arwCL aZA N . . _ s= E - 7,77 . p,.,6 jNoposei PP.Ko . c 17 by B 5 ' ha+ peo 53 1 Res ,DF_NGE a r /Z C=o c.T ?QA Sec A -A het : 1" tot JE' .- 1.s srener S 7 $TO Cu oar (� Te.= 70- OR.' F ICF re 7S; 7 5 L Fr . S/ o SCALE: ! At ! 1 DATE: tg APPROVED BY: 0 vE, Y • # T � l Eo - Ll e a ` PO A4 - C, l3. ..5 Jo c- - 1 - Y1- /oo -t//2 011E4 Fca _ADM Engineering . DEAN CALDWELL: DRAINAGE Figure 2. Developed Siti • C3 Z TYPE-2 ( = SS' 2"` 5 1 • 8 . VINE 1, :.i DEAN c4i,pNyg44 DRAINAGE POND DESIGN F l ea, t> G GLe - � r Corti:LVs- Tar 7s 4rcheT 5-- Lae A.0 f C5 4 a6.71:3 �`) r C 6 TYPE t Ci E) ) R,.-, : 7t TE 7y° G" / ;✓ r = 7 3 ° /2." (2,47 PRoPeLly Die p' a.t s_ E (y i ITIES Cfs 0 5 e TI 6 . ) Fee)," k iJ 40 CLEF,- ,re- S E SCALE: / 34 DATE: DRAWING NUMBER gq - DL�.N GA c.D u76 l"3S?C1C 515 - r czd$ &O. City of Tukwila Department of Public Works Civil Drawings Submittal Guidelines Please submit 4 copies of the following: ❑ Vicinity Map ❑ Applicant's name and phone number Cl Property address ❑ N orth arrow ❑ S cale 1 " =2000' ❑ Clearly locate the project in relation to arterial streets, natural features, landmarks, and municipal boundaries ❑ Tax Assessor's Map ❑ Applicant's name and phone number ❑ Property address ❑ N orth arrow Cii Grading Plan 12 Plan Some of the information on the Grading Plan and the Drainage Plan will be the same. Show the following on both the Grading Plan and the Drainage Plan: a Applicant's name and phone`number ❑'Property address Er Scale Cr North arrow a street names CB uilding and Site Development Features 1. Property lines, easements, rights of way, property line setbacks and dimensions 2. Footprint of existing and proposed structures 3. Footprint of structures within 15' of property lines 4. Retaining walls, rockeries (existing and proposed) 5. Parking, driveways, walkways, bikeways (existing and proposed) 6. Other areas covered with impervious surface 7. Utility structures (poles, fire hydrants, etc.) (existing and proposed) 8. Septic System 9. Wells 2/Topography 1. Contours at 2' intervals (existing and proposed) 2. Corner elevations of site and individual lots 3. Datum (assumed is acceptable, except projects in or near FEMA floodplain require NGVD 1929 datum) Cl Areas and Drainage Features 1. Streams and associated buffers, wetlands, lakes, closed depressions and other water features (including required buffer widths) 2. 100 year floodplain and floodway delineation Q: /Pwmanual /civsubmt Page 1 Q: /Pwmanual /civsubmt City of Tukwila Department of Public Works Civil Drawings Submittal Guidelines 3. Steep slopes, landslide hazard areas, coalmine hazard areas and associated buffers and building setback lines. For slopes over 15 %, show 2' contours, top of slope, toe of slope and any erosion or land slide area. 4. Drainage easements (locations, dimensions) 5. Offsite drainage features within 200' of the lot discharge points, including: • Streams, lakes, roadside ditches and culverts • Existing and proposed ditches, swales, pipes, etc. On Grading Plan show: 0 erosion and sediment control types and locations UrErosion control details ''Clearing limits and sensitive area buffers Cd"Stockpile quantities, locations and materials (including building materials) "Fill material description and quantities On Drainage Plan show: Cl indicating existing and proposed drainage patterns a Surface water /storm water facilities, details and specifications a Discharge points and connection points to storm drains IrSetback distances between storm /surface water components and any property lines, structures, steep slopes, streams, wetlands, or septic system CrClearing limits and buffers /Combined Utilities Plan LIr Applicant's name and phone number 'Property address Ca'Scale !'North arrow [iK names a Nearest fire hydrant iLocations, sizes, distances, invert elevations, points of connection for: O'Existing and proposed easements and rights -of -way Er Existing and proposed structures 'Existing and proposed water supply, including water meter cr Existing and proposed sanitary sewer Er Existing and proposed storm drainage Existing and proposed power Page 2 Caldwell Construction Carp. 3232 23rd W. . Seattle: Wa. 93199 . , . • •-/!:,EXCavation of foundation: 6"x 12"x 180'= 3 1/4 cubic yards. • • Step . footings will be used and the present grade will be maintained. The crawl space will vary from 2'-3' in height. Excavated dirt will be used as backfill around the foundation where • , Utilities excavation Estimated utility excavation could be 10 cubic yards. All dirt will be used as backfill for . 2 • exposed trenches, at the discretion of the subcontractor and or inSpector. Any dirt left over will bc spread out over . the pmperty. • Okay to hook -up drainage froin C.B. on property to C.B. th ditch per telephone conversation with James Morrow, September 16, 1999. • RECEIVED CORRECTION L.TRA crry OF TUKWILA SEP 2 2 1999 C (LOSS C7/v. 1 -rOtt.A. b A r' PERMIT CENTER MI -DI 09 City of Tukwila Department of Public Works PUBLIC WORKS PROJECT REVIEW COMMENTS ADDENDUM Project Name: Dean Caldwell File #: D99 -0104 Date: 7/1/99 Reviewer: L. Jill Mosqued , P.E. John W Rants, Mayor James E Morrow, P.E., Director At your request, the following is provided as clarification to The City * Of Tukwila letter of July 1, 1999. Public Works Department needs the following information before it can complete the plan review for this permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1) Calculate cut and fill, in cubic yards, as separate quantities. Include the quantities for the required crawl space and all land altering activities related to sewer, water supply and storm drainage. 2) Provide civil drawings which meet the enclosed Civil Drawings Submittal Guidelines. 3) The submitted plans show the sewer connecting where there is no connection possible. I enclosed a copy of LID 18 Sanitary Sewers. Please revise plans to show the actual connection. 4) The submitted plans show the storm drainage collection outlet at a ditch that does not exist. There is a ditch about 10 -15' long located across the road and about 100' down the hill. Because of existing downstream problems related to the ditch and possible ice problems on the roadway, Public Works will not permit a surface water drainage connection to this ditch. 5) Due to the steep slopes and lack of suitable existing surface water drainage features, Public Works will require an engineered drainage plan for this site. 6) A Hauling permit is required if more than 50 yd of material (soils, bark, construction materials, construction debris, etc.) will be hauled onto or off of the site. Provide the following information to apply for a Hauling Permit: ❑ Materials description and quantity ❑ Map of haul route within City limits ❑ Start Date ❑ Certificate of Insurance - $1,000,000 ❑ Surety Bond - $2000 ❑ Contractor Registration Card 6300 SouthcffltAtgc itiC 4'1to liten#700 cwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 Project Name: Dean Caldwell File #: D99 -0104 Date: 7/1199 Reviewer: L. Jill Mosqued, P.E. Projects /d99- 0104/0104 comm addendum PUBLIC WORKS PROJECT REVIEW COMMENTS ADDENDUM At your request, the following is provided as clarification to The City Of Tukwila letter of July 1, 1999. Public Works Department needs the following information before it can complete the plan review for this permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1) Calculate cut and fill, in cubic yards, as separate quantities. Include the quantities for the required crawl space and all land altering activities related to sewer, water supply and storm drainage. 2) Provide civil drawings which meet the enclosed Civil Drawings Submittal Guidelines. 3) The submitted plans show the sewer connecting where there is no connection possible. I enclosed a copy of LID 18 Sanitary Sewers. Please revise plans to show the actual connection. 4) The submitted plans show the storm drainage collection outlet at a ditch that does not exist. There is a ditch about 10 -15' long located across the road and about 100' down the hill. Because of existing downstream problems related to the ditch and possible ice problems on the roadway, Public Works will not permit a surface water drainage connection to this ditch. 5) Due to the steep slopes and lack of suitable existing surface water drainage features, Public Works will require an engineered drainage plan for this site. 6) A Hauling permit is required if more than 50 yd of material (soils, bark, construction materials, construction debris, etc.) will be hauled onto or off of the site. Provide the following information to apply for a Hauling Permit: ❑ Materials description and quantity ❑ Map of haul route within City limits ❑ Start Date ❑ Certificate of Insurance - $1,000,000 ❑ Surety Bond - $2000 ❑ Contractor Registration Card Department of Public Works City of Tukwila Department of Public Works CIVIL DRAWINGS SUBMITTAL GUIDELINES On the drawings, show all the conditions, listed in the guidelines, which are relevant to the project. Submit (1) completed Miscellaneous Permit application and (4) copies of the following, drawn to meet Public Works' Civil Drawings Guidelines: • Vicinity Map Grading Plan • Drainage Plan • Combined Utility Plan Public Works may request additional information, such as a Geotechnical /hydrological Report or a Traffic Study. Depending on your specific situation, you may require any of several Public Works permits listed on the bottom of the Miscellaneous Permit application. Once the application is complete and all the information is available to Public Works, Public Works reviews the submittal and then (1) Approves or (2) Denies with request for revision. Generally, complete applications receive a determination much more quickly than applications with incomplete information provided. John W Rants, Mayor James R Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 Q : /Pwmanual /civsubmt City of Tukwila Department of Public Works Civil Drawings Submittal Guidelines Along with the Application, please submit 4 copies of the following: ❑ Vicinity Map Show the following: •• • Applicant's name and phone number • Property address • North arrow • Scale 1 " =2000' • Clearly locate the project in relation to arterial streets, natural features, landmarks, and municipal boundaries ❑ Tax Assessor's Map Show the following: • Applicant's name and phone number • Property address • North arrow rading Plan LW Drainage Plan Some of the information on the Grading Plan and the Drainage Plan will be the same. For some projects, the Grading and Drainage are simple enough to combine into one plan. Show the following on both the Grading Plan and the Drainage Plan: • Applicant's name and phone number • Property address • Scale • North arrow • Street names • Building and Site Development Features 1. Property lines, easements, rights of way, property line setbacks and dimensions 2. Footprint of existing and proposed structures 3. Footprint of structures within 15' of property lines 4. Retaining walls, rockeries (existing and proposed) 5. Parking, driveways, walkways, bikeways (existing and proposed) 6. Other areas covered with impervious surface 7. Utility structures (poles, fi re hydrants, etc.) (existing and proposed) 8. Septic System 9. Wells • Topography 1. Contours at 2' intervals (existing and proposed) 2. Corner elevations of site and individual lots 3. Datum (assumed is acceptable, except projects in or near FEMA floodplain require NGVD 1929 datum) Page 2 1 UTH -O" (SEE MOTE) 4 5lD lTE MMO. /3 ISAGIiPILL o/'SAV JOS NO. 172 -21 DATE JULY 1972 SCALE 1" = ' DRAWING SY MMG 100 CHECKED /Y - jL . 4/• APPROVED, SHEET ' `HUD PROJECT NO. WSF -WA- 19-1053' 4 r _ • O {n @? . V Ii. O - O ' fr _ g�8 �x 43 rIN26 /3432 . EL. 20.3 l L O mow • 4`,: 8„ y 00419 :PdP , 13427 EL: /9.9 -rn 0 0 ,, , � - /3525 .- 5 _ EL.30.7 i @o � � 0 - ok c- : t9 3 53/ EL.34G ��aP \I° ° tL.296 24 o ; x'+8613537 B� aP" ' 10‘ , 1 .0; 1 '' 861 ... 3537 rte `� tL.308 Z � `� te fi 2ND 10, �. 73532 tL. 52.2 ¶ @ 24 '3546 N EL.56.8 5 4 9- M14 96 • 8 � LgI 8�dP . MH37 • 4% MN G "3706,8'4.. ' /3535 EL .7¢8 0 421' 6 dP . 1 3420 ti O MHZ.) 0 }2 , 5 i 0 :re - n-V' /3521 0 /I• r• O ' ELECTRICAL 5PL/CE ,bOXES 53R q ,6_,Gr a q 2 0 5 , 0) Coo 50 30 1 20 10 D /STANCE 207' Gfi.ELEV. /6.7 .19.9 /NV. 7.00 / /.00 - MN DL`PTN 9. 6.9 Militafgana, B IONA ME I i 84' 44.6 • 33.00 //.6 59.7 50.0.0 9.7 /5 /NV MH 1 11 11 MW7l.WZTAMPA F.fAWYf u 0 N aj /09' DISTANCE. -- G/.5 GR. ELEV — 5300 /N V. ELEV. — 6.5 MN DEPTH — It -TT 50 DrilEt 2 -25Lf TANCE /85' .ELEV /6G /8.5 EL:023•Z50 /Of /0.0 • DEP711./d4 - /6.1 8.5 N O. Department of Community Development Steven M. ..Mullet, Mayor Steve Lancaster, Director February 24, 2000 Dean Caldwell 3232 - 23rd Avenue West Seattle, WA 98199 CORRECTION LETTER #4 Development Permit Application Number D99 -0104 Caldwell Residence 5102 South 136th Street Dear Mr. Caldwell: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every re$ubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 - 3672. Sincerely, there Brenda Holt Permit Coordinator encl xc: File No. D99 -0104 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206.431.3665 January 27, 2000 • • • Dean Caldwell 3232 - 23rd Avenue West Seattle, WA 98199 Dear Mr. Caldwell: 0. City of Tukwila Steven 11/L-Mul1et, Mayor Department of CommunlV Development Steve Lancaster, Director CORRECTION LETTER #3 Development Permit Application Number D99-0104 Caldwell Residence 5102 South 136th Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department, and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or bv a messenger service. If you have any questions, please contact me at (206)431-3672. Sincerely, itmegia/01 Brenda Holt Permit Coordinator encl xc: File No. D99-0104 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431-3670 • Fax: 206-431-3665 APPLICANT: E: Surface Water Drainage Plan (doc136k) eview Comments on Correction Letter #2 Public. Works Department D99-0104 Dean Caldwell Residence ADDRESS: 3232 23 Ave S DATE: January 21, 2000 PLAN REVIEWER: Contact Mike Cusick at (206) 433-0179 if you have any questions regarding the following comments. The Public Works Department has completed its review of the application materials submitted in response to Correction Letter #2. The following corrections must be made before an approval recommendation can be made: 1. Correction Letter #1 dated November 15, 1999 required the level 3 flow control for the proposed Caldwell residence. Level 3 flow control requires storm events to match duration for 50% of two years through fifty year peaks and match 100 year peaks. Your calculation does not address this requirement (see attached page from • King County Surface Water Design Manual). The City of Tukwila Public Works Department has determined your site requires approximately 445ft of detention storage volume to meet the Level 3 Flow Control Requirement per the King County Surface Water Design Manual. Allowable pipe material for the detention system is corrugated polyethylene pipe (CPEP, N-12) or corrugated steel pipe with treatments 1 through 6. The stormwater shall be discharged from a flow restricture tee, Figure 5.3.4.A from the King County Manual (attached). 2. Correction Letter #1 dated November 15, 1999 requires the storm drain flows from project site be tightlined to the city catch basin on South 136 Your plan does not address how this occurs. • November 17, 1999 Dean Caldwell 3232 — 23rd Avenue West Seattle, WA 98199 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster Director CORRECTION LETTER #2 Development Permit Application Number D99-0104 Residence 5102 South 136th Street Dear Mr. Caldwell: • This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0104 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 431-3665 p • FILE: APPLICANT: ADDRESS: DATE: PLAN REVIEWER: Surface Water Drainage Plan Public Works Department Review Comments on Correction Letter #1 D99 -0104 Dean Caldwell Residence 3232 23 Avenue S. November 15, 1999 Jim Morrow: Telephone (206) 433 -0179 The Public Works Department has completed its review of the application materials submitted in response to Correction Letter #1. The following corrections must be made before an approval recommendation can be made: 1. Develop a Drainage Plan that shows • Arrows indicating existing and proposed drainage patterns • Surface water /storm water facilities, details and specifications (See Comment Item #2) • Discharge points and connection points to storm drains • Setback distances between storm/surface water components and any property lines, structures, steep slopes, streams, wetlands, or septic system • Clearing limits and buffers 2. The current plan shows the downspouts being tight -lined to a City catch basin on S. 136` This catch basin discharges through a culvert under S. 136 St. and then into a ditch flowing across private property. This property has experienced severe flooding in the past and no flows of significant size are to be directed towards it. Due to these downstream problems, Level 3 flow control is to be provided. This option is offered because the applicant has indicated that the soil will not pass a percolation test and therefore infiltration has been eliminated as an alternative to providing Level 3 Flow Control. Note: Level 3 flow control is intended to prevent significant increases in existing surface water levels for 2 -year through 100 -year return frequencies. Level 3 flow control is a duration - matching and peak - matching performance standard. The Level 3 flow control system is to be design by a registered professional engineer and in accordance with the 1998 King County Surface Water Design Manual. The outflow from the system is to be tight -lined to the City's catch basin on S. 136 as shown on the Correction Letter #1 submittal. .•: OW•acCesSidriiieWaY (dimensions) from S. 136 St. • • - _ „ • ater Since the residence must have a sprmld er system, the residence will require a 1- , • inch water meter to be installed. See attached letter from the City Of Tukwila ' • To • . ` Brenda Holt From Chief Olivas Subject Dean Caldwell - Revision. Submittal Date: October 6, 1999 A s we discussed previously, .I am not going to address Dean Caldwell 's project of 51 Ave: S, the access is not adequate. If you look at his revision submittal, you . will note he shows S 136 Street, h street address will be off S 136' Street.1 don't need any additional details on the drawings to approve the project. This new home will have to have a residential sprinkler system. Please contact me if you have questions regarding this matter. City, of Tukwila Doha W. Rants, Mayor Fire Department Thomas P Keefe, Fire Chief P'?1 O iO'-1 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 John W. Rants, Mayor Steve Lancaster, Director July 1, 1999 • Dean Caldwell 3232— 23rd Avenue West Seattle, WA 98199 Dear Mr. Caldwell: RE: CORRECTION LETTER #1 Development Permit Application Number D99-0104 Caldwell Residence 1390C — 51st Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be.addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department and Public Works Department. At this time, the Building Division and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431-3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99-0104 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 "AS: PUBLIC WORKS PROJECT REVIEW COMMENTS • Project Name: Dean Caldwell File #: • D99-0104 Date: • 7/1/99 Reviewer: • L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department needs the following information before it can complete the plan review for this permit. Please contact Jill Mosqueda at (206) 433-0179, if you have any questions regarding the following comments. 1) Calculate cut and fill, in cubic yards, as separate quantities. Include the quantities for the crawl space and all land altering activities. 2) Provide civil drawings with information indicated. Refer to the enclosed Civil Drawings Submittal Guidelines. 3) A Hauling permit is required if more then 50 yd of material (soils, bark, construction materials, construction debris, etc.) will be hauled onto or off of the site. Provide the following along information to apply for a Hauling Permit: CI Materials description and quantity • 0 Map of haul route within City limits Start Date CI Certificate of Insurance - $1,000,000 0 Surety Bond - $2000 Cl Contractor Registration Card FIRE DEPARTMENT REVIEW COMMENT ccess 015 s! Avenue South `is not adequate Provide. 20 minimum. .. ? , : PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY` NUMBER: D99 -0104 PROJECT NAME: DEAN CALDWELL SITE•ADDRESS 5102 S 136 ST Original Plan Submittal Response to Correction. Letter # DATE: 3 -16 -2000 Response to Incomplete Letter # XX Revision # 1 After Permit Is Issued. Fire Prevention '3 - Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ✓g Incomplete n n ,NG PI nning Division p ti-11-o0 Permit Coordinator ■ ON DUE DATE:3-21-2000 Not Applicable n Comments: TUES /THURS ROUTIAYG: Please Route REVIEWER'S INITIALS: n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUIE.DOC 5/" CORRECTION DETERMINATION: Approved n Approved with Conditions n No further Review Required DATE: DUE DATE 4 -18 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: RA k WYV+'caw....w,. «..•«.+ w.. aw: vo-N. �fYhv .N�WbYYN.MbSF.'tialfYd4A6QYMOCR tkMM�lkLt iit� ' ,^'• Yll��/ ii�• •..r+a+.aaf..wvrS�hrwfiil�p�MYY i 7 C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0104 DATE: 3 -01 -2000 PROJECT NAME: CALDWELL RESIDENCE Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 4 Revision # After Permit Is Issued DEPARTMENTS: Building Division P l�l1��G W Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: (ten days) Approved n CORRECTION DETERMINATION: Approved Approved with Conditions n U'RROU1E•E)OC 5/99 Incomplete REVIEWER'S INITIALS: Planning Division n Permit Coordinator • DUE DATE: Not Applicable TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE /' ' 496 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: DEPARTMENTS: Building Division n Pu is Wp rks M�� ri/IA iiii 1, Complete Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0104 DATE: 2 -9 -2000 ' RC JECT:NAME: CALDWELL RESIDENCE Response to Incomplete Letter # ._ Original Plan Submittal XX : Response to Correction Letter # 3 Revision # _ After Permit Is Issued CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete 1 1 Not Applicable Comments: TUES /THURS ROUTI G: Please Route Structural Review Required 1 1 No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3-9-2000 Approved ri Approved with Conditions 66Grre(4 -i of -24-co REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 2 -10 -2000 Not Approved h comments) DUE DATE Approved with Conditions ri Not Approved (attach comments) • REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division ri public Wo fil PL. mud h q . ..1,�..��[[,{W 4 ` IL 'i:� X ._ „p !�/ e !i /1� 4Pk�'% �y M W' },,, + ' ?a; �:, { ruT'.ri.t ?F4.i�4�' SY. �'1Fr�lr. °l�ss�"vr��AW�:r:t�fBt . �¢ 1�.'i�T....rt� PLAN REVIEW /ROU SLIP riginal'Plan ::Submittal: Response to Correction, Letter DATE: 1 -11- 2000- Response toIncomplete: Letter:# ` Revision #._ After Permit Is Issued NUMBER: D99 -0104. ! ROJECT NAME. DEAN CALDWELL RESIDENCE Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n n Planning Division Permit Coordinator TUES /THURS ROUTING: Please Route d Structural Review Required n No further Review Required 0 DUE DATE: 1 -13 -2000 Not Applicable ri Comments: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2 -10 -2000 Approved n Approved with Conditions Not Approved (attach comments) ef (41/ 14/1_cP REVIEWER'S INITIALS: \PRROUTE.000 5/99 ( Z'7 — Z0 DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions ri Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: 3 V.' it.:,• ^e.yt fib' ti� � •M': o. {.' a•, t ,. ? ., �i`4�A� {'e'u �.'�:.:"u.��[.{'iyisM DEPARTMENTS: Building Division rA Alitk 1 ( ' -(Z -9f- P blic Wq rks irn'l CYiimks .0(0 11= WRROUTE.DOC 5/99 r TUES /THURS ROUTING: I Pevri mod. PLAN REVIEW /ROUTING SLIP 1 jEcINAME:l. ,DEAVCALDWELLRESI DENCE. Original Plan Submittal XX: Response to Correction Letter #` Revision # _ After Permit Is Issued DATE: 9 -22- Response to Incomplete Letter # UMBER: D99-0104 Fire Prevention µ(a_ 10 -(7- -yt Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ( I Incomplete Comments: Please Route [0 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions 7 Not Approved (attach comments) C01'vied ( ) 4Z- (/i4 /d 1(--(1-17 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions n n Planning Division E Permit Coordinator DUE DATE: 10 -12 -99 No further Review Required DATE: DUE DATE 11-9 -99 DUE DATE Not Applicable n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DEPARTMENTS: ifding ion W L 5-9-j Public Works Perrm1 &YLX(. PLAN REVIEW /ROUTING LIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete i k Incomplete Comments: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n..*+ t+.' f�' rl: bf• N61! Itl YHtiv4ki112 1Y1SNAZSt 742090 - 11"roYCtthtthORKret .iuti. .+.r eowem°cm 4 t( 1144614 1 4qq REVIEWERS INITIALS: CORRECTION DETERMINATION: \PR•ROUTE.DOC 6/98 ACTIVITY NUMBER: D99 -0104 PROJECT NAME: DEAN CALDWELL DATE: 3 -31 -99 XX Original :Plan Submittal Response to Incomplete Letter Response to Letter It Revision # After Permit Is Issued /J o Fire Prevention KI Plann Division ciatti t NA Structural ❑ Permit Coordinator DUE DATE: 4 -6 -99 Not Applicable TUES /THURS ROUTING: Please Route M No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: DUE DATE: 5 -4 -99 Not Approved (attach comments) DATE: DUE DATE. Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. Revision No. Date Received Staff Initials Date Issued Staff Initials .1 I -1 , - . 000 I JE Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 I 1 I Summary of Revision: Summary of Revision: Received By: R evision No. L Date Received Staff Initials Date .Issued Staff Initials Staff Initials •I I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received I Staff Initials Staff Initials Date Issued Staff Initials 1 I I Received By: Summary of Revision: Received By: Revision No. I Date Received I Staff Initials Date Staff Issued j Initials 1 Summary of Revision: Received By: rnl. Y. ;YJI.' /•!?:'M' /.+Y:'1u�JPRYa4:t REVISION LOG 1C'.TSCtt,tt13 e:1'SV c`w`fMIMM:'.Ylr• ;w�; 12ad PROJECT NAME: 1 ._ t^4 (tue PER LT NO:. c - 0 0 Site Address: 5)02. S- 13(o 1 Original Issue Date: .- 1 I - - "" (please print) (please print) (please print) (please print please print Contact Person: Summary of Revision: Date: 3l s' GO lJ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: C A.v ( 7+ L)1c/6"- G 1 - 61ti (DA, 4.. D V15IONNO - Entered in Sierra on ` 1 L- 2-006 n a.r:1:QS'hr. Y!."M.ta!rA�nMr•`.c +me.(v b..�.v, M1Y4` w+�! �+ Plan Check/Permit Number: m 9l:d. R1r.9 City of Tukwila • Department of Community Development Project Address: 5 C 1 — ' 5 7 SO John W.-lants, Mayor» ? Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail; fax, etc. Phone Number: 206 2- 3— etiT KL LLIVLU CITY OF TUKINILA MAR 1 C; 7/2/2/2 rCnMl I I.tIV ILK Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: - \ hg19 06/29/99 6300 Southcenter Boulevar4 Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 4313665 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: & l t/ o`L 00 0 Plan Check/Permit Number: D99 -0104 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 O Revision # after Permit is Issued L. 1) Project Name: CAI& WELL RESIDENCE Project Address: 5102 South 136 Street Contact Person: Dean Caldwell Phone Number: � 3 — Summary of Revision: F u V t E 3) Dtk,4 I 4N CITY OF TUKWILA FEB 9 2000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisjon Received at the City of Tukwila Permit Center by: Entered in Sierra on � 1 c 01/27/00 Date: 1 /1110 0 O Response to Incomplete Letter # ® Response to Correction Letter # 2 O Revision # after Permit is Issued Entered in Sierra on '` � � 2.000 City o Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D99 -0104 Project Name: CALDWELL RESIDENCE Project Address: 5102 South 136 Street Contact Person: Dean Caldwell Phone Number: Summary of Revision: S E f i` A/ & l.v 6 6- it tAi G- !Z 6 P 0 ('T 71'46t b -'G !L. M 2A !✓v P k v NO A C- - C -S 5 / 3 (0 14' / S Al g )) b TH6 lzd s ,i /I'? 840 Pe z y. FROM 7-746' ILO A- 7d liOUSt< cs6.6 S f-; E r'1`h.v) AGC -Td 7A rn'u-lr 1 S � 0 M / . 12- & - flea G k S . F Rp I Z 0 .M / x � � rti , al/1'r molt L b r' i Me g.0 A-4/ -7 ct T 4Xi1r C k e i 5 E (' A6- 7r C it i o/ 6 / c, Sheet Number(s): RECEIVED "Cloud" or highlight all areas of revision including date of revision ruKVVILA JAN 1 1 2000 Received at the City of Tukwila Permit Center by: PERMIT CENTER 11/17/99 City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/0A/ 9 Plan Check/Permit Number: f — 0/ 0 Si Ei Response to Incomplete Letter # AECOle 0 go Response to Correction Letter # I CAN OF Ej Revision # after Permit is Issued S 2 2 1999 PERMIT OENTEA John W. Rants, Mayor Project Name: 6 AAi eft- b G(/& L G Project Address: 32,4 2- R 3 ~d . 4t1 Contact Person: Phone Number: •2 0 G 02 '8' 3 + 8'5 f Summary of Revision: S k 514 / 77 GO (Al A61' pW s' F TC C�`d t4itG C T tdW A6 Tl6 /L f Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [12• Entered in Sierra on as - 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Fire Department Fire Department Review Control #D99 -0104 October 11, 1999 Re: Dean Caldwell residence - 5102 South 136th Street Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall "be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fine Chief 2:,`All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 3. Your'street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 PART A: (To be completed Site Address (Attach my endjeggj,# . (Qn showing er Ar r t. 40 r Rtl.r.st,tt t raja, /3,930 by applicant) [t}tsl tet)t.t saileU and size of inain): —5 A✓i. ,5,„,„ , yW • Agent/Contact Person: Owners' rt-i ore: r -l: - ` - Name. �L, I r - .. i ;T Address: Phone: _ Phone: This =Maple for the purposes oi: ra Residaetial Building Permit 0 Preliminary Plat n Short Subdivision ri COnehalroia$nduahial Building Permit 0 Rezone C7 Other Estimated raptor of service connections and meter size(s): Vehicular ` nos from nearest hydrant to the closest point of structure � It Area le --- • (WSW utility district): Owner/Aim Signature: Cato: ,..,. + .! 02 H-lla _---- _. _------- _ -____— ___. • — o c corn tcrcd b r Licnirtt 1 1 Wafer Ai *lIty: ❑ Acceptable service can be provcteri to this project Acostptclita carvL�..c chart o f L p • ;�,J.d to th rViu4l lithe$) ihu fin iuvwnenis in item Cz. are met. � el 1. 1papaaa of p ovidring service to This project. iwniiium t r spetem improvements: (At Mast equal to I32 above) i RECEIVE .. TtITY .0F.TU ILA MAR 3 1 19q9 PERMIT CENTER pue.4ls - 14 ueap dZZ • 9O 96-SO-hoN • , • .. • :. • •.,•-• • 343 1/4" p INING FZOOM 14: CARPET VAULTED CLG 2'-5 I/4" 2'6" PCKT STRESS GABLE TRUSS ASV KITCHEN V-0"X11'-4" VINYL 24 N1C 4•-4 I/2" 25'-0" 11'-'1 1/2" 4-4 1/2" TWO 2'0"XE 'V PICT AT SIDES 2 V4" 411 - 1 , 111,1Wr.:'Rkriri. 111, 11 41i fla011:7011FRPfill■ninqIEVEN:11.$.- • , , • .0o" TU. pegriza44s5, 11.94mi 1 411 IMIIIIMIT.11 it] FLAT CL G AREA AT tesAlr 1-11G1-H-IALF WALL W; FIN CAP AND 4"X4" POST TO /- Er CEILING SHEETROcK 3' - 1/4" 611suct1 lob 2'-3" 3'-0" N0 1/2" TEMP PICT 2�"X'' op 4 0714 411 MSTR 5 Rt1 ET By Date Permit No. FIL COPY derstand that the Plan Check approvals jest to errors and omissions and approv plans "does not authorize the it on o adopted code or ordinance. Recetpt ut tractor's copy of approved pla sacknowled CHK'D REDL 11\1E: U.11•1 A.W. ES BURN / / z 5'-3" _ - 5'0"X3'6" GARZ>EN WINDOtU PORCH STEP STEP 25'-e" 3'0"X4'0" f4V 3'0"X3'0" 141 - Frassw AIR — T-2" FLOOR FLAN 2"X6' WALLS ARE DRAWN AT 6" 2"X4" WALLS ARE DRAWN AT 4" 3' 2"x 6" EXTERIOR FRAME WALLS WITH 1 '2 " PLYWOOD SHEATHING, 2"n. STUDS 24" O.C. WINDOW 6 ARE MILGARD VINYL 1' -�" 5c11" LIVII\G AREA 5'4" 1124 SO. T7. 12 5'-5" 5'-10" 2£3 2'-6" PT STRUCT MATERIALS CEDAR DEC 4 RAILING SCALE '4" 4 I' S FRAME WALL HEIGHT 11 NOTED GLASS ARE - 214 ,'_.. 5 a Ft OTHERWISE S RATIo - I �% ATTIC ACCESS MIN SIZE 22 0 s.? °v ''''' : t D 'ff--- M VERIFY LOCATION ON SI' E P,?? TO (.3 - VA, Lu x.- P' ......... ,..,_ IA* a.......................................''''"r•qov.r,0.1:GO ‘,.:1°\i‘s \ 01\41, sci5 i(.1411 ( al ••■••■■ .. •••••■ .0 F■as . ■ . •■■•■ .o. •■■••■ . 1....... •• .....■ . ■ . .1■10 . •••■■ . ....... .. a.■..0 ■■■■ .1 •••■■• O. ••■•• .., ......m. . ■■••■■ . ..■ w■ ■■•1 FOUR NON-ERG 4")<4" POST AT POACH WOOD RAIL ?REFER TO ELEVATIONS FRESH AIR PORT 4'0"X4'0" WV TRUSSES AT PORCH AREA E ---- TRIETT1 ROOFNE .0..-e_4S5 t-fboc. 72,E GzOi Rab 0c‘ t4i..k REVISION DATE 1)99-0104 COPYRIGHT 1996 PROJECT L DUJ EL L PROJECT r 15A5IC *1013 SHEET FLOOR PLAN =1" DATE 3-26 -Sc3 SHT. NC 1 itlaalthattlattligtl't17121.1fB • 51--IEAR UJALL LECIENC) RWIIIRENTS FER 046,FIER 23 1994 U.I3.C. ,:•.•.•:•:.:•::•:•:•:•:, • :•:-:•:. :-•:•• • •••• • . missuszammin BRACED PANEL ALTEiaimi SINGLE STORY Aokikr TWO SToRr MIN PANEL LENGI4T 2 cS" 243" 4' -V" I MAX, PANEL HE IT IC-0" 100-12," 10Le., SHEATHING 41." MIN ONE FACE 4 i." MIN EACH FACE 41." MIN ONE FACE NAIL ING &A MIN OR GALv. FE12 23-14 &I Cati% OR 6.41y . FIER 23-I-Q as GOWN CR GALv. PER 23-1-0 ANCHOR SOLIS (V BOLTS MIN AT V.. POINTS (3)130LTS MN AT liE PONTS N/A TIE DOWN VW UFLIFT CABOT( Oa DP WV tilli CapACIIT Val 130 N/A FOUNDATION STEEL '4 NORM REM TG F ,RA Eollat NM MBAR TM 14)Eo1rai N/A EILELIZISEENIZEI 1 0 , SHEAR PANEL LAYOUT SCALE V' l'-e" 111111•111111111 " 111111•11=111•1111111 5 Cri DR.ALUN BY A.W SERIES AUBURN REDLINE: REVISION DATE I 1 D99- 04 COPYRIGHT I9S6 PROJECT C,4LDWELL PROJECT BASIC *1013 SHEET HEAR PANEL LAYOUT DATE 3-26-SS SHT. NO. IA GAME GIRDER TRUSS m= CHK'D BY ice m MICK FRAME OR TRUSS BAY ROOF N 12 ROOF PITON UN6 "01{ BAY ROOF NOTES: 3' 43 1/4" \2 I - 3 " +/ 25"-0" 17-11/2" STD HORS AT BAY ROOF OVERHANG PER PLAN 12" GABLE ROOF OJa. 2'- 3' -8 1/4 " ROOF FRAMING PLAN 25( £ EXTERIOR FRAME WALLS UNDER 2 "Xb" WALLS ARE OR9UN AT b" 2"X4" WALLS ARE DRAM AT 4` ROOF TRUSSES, 24" O.C. PER PLAN 1 a" GDX SWEAT OYER, COMPOSITION ROOFING', I - 3 " SC1BSOR TRUSS NOTE: • SCISSOR TRUSSES 24" O.C. AT SHADED AREA • 8 IN 12 EXTERIOR ROOF PITCH • 4 N 12 INTERIOR CLG PITCH 60' - 0" 4 IN 12 °ITCH STD NOR OPEN SOFFITS WITH VENT BLOCKS BETWEEN TR ISSES AS M IJIRED SEE ROOF VENTINCs 1 RECaIJIREI NTS mow 5/4"X6 CEDAR FASCIA AND BARGE BOARDS STANDARD HEADER (61DJ4DR.) IS 31'2 1 x 9" GLB F8 -2400 WITH DOUBLE TOP PLATE OVER SMGLEPLATE UNDER MSUL VOID 81MPSON H 2J3 HOLD DOUN CLIPS AT EACI4 END OF EACI4 TRUSS TYPICAL 35'-0" i' -1i L' -DC =, L 1 Hts RG%oP su - ACE TYPICAL TRU66 LAYOUT 21' -0" _ == ROOF VENTILATION REQUIREMENTS: I ,_ 0 " SCALE 1 /4 "'" I' -0" 1'2 OF REQUIRED ROOF VENTILATION IS TO BE PROVIDED N UPPER HALF aF ROOF SURFACE (GABLE VENTS I CONT RIDGE VENTS, ROOF JACKS). 1 1 OF REQUIRED ROOF VENTILATION IS TO BE PROVIDED IN LOWER Va OF ROOF SURFACE (VENT BLOCKS, SOFFIT VENTS) TOTAL AREA REQUIRED 6.5 SQ. FT. i D -0104 i COPYRIGHT I996 PROJECT CALDWELL PROJECT 6ASIC *1013 SHEET ROOF FRAT1ING' PLAN DRAWN 8Y .SERIES AUBURN DATE' 3 - 2 6 -. c39 SHT. NO. 3 CI-4K'D 13Y REDL INE: I II' illlllllIIIIIIIIilllll l l l 11111! I l II�� .� ATT AREA / ; III Ili II � � I11111111tIIIIIINI flllllilllllll Ullllllllllt�l ;III Ili III IIIiI , ',IIIfII VIII illl�lllllil� i I I II I il ill fl I lilll•IIIIl -I 111111111111111111;UIII II 2 "X6" EXTERIOR WALLS R -19 MIN WALL INSULATION SIDING PER PLAN 2 "X10" FLOOR SYSTEM / WITH R -19 FLR INSULATION NON - BEARING MSTR BDRM 1 •EDROOM °2 1 c �I NT WALL = 1 -.I ;i? iii! i! i�l�i! i1I!( tlih! �!►! i! i! 1!! e!t,! �! ilir! i !!i!i!i!i!il/llili!i!i!i!i!i!�! t�! ��i! 1! i! N�kh1! �! i! i! �1iIU. �I�! Qi! �UU��IJ. �! i!i!i11tJlilil'ih!�1�i�11A4!�� '' II ■ 11111111111111, IIIIIIIIIIIIInI II'IIi 1:111,1,1w COMPOSITION ROOFING ROOF TRUSSES 24" O.C. 1 IN 12 ROOF PITCH R -30 MIN ATTIC INSULATION SIMP$ON H H 2.5 OLD DOWN CLIP AT EACH END OF EACH TRUSS 12 l3L1ILt7IN6 C655 5 C11ON A -A I/ A ° 1 I I 1 1 -o I I CLOSED SOFFIT `. AT WDERSIDE OF CANTED TRUSS 5' -0" Twee CANT F•'• - BEAR ON UNDISTURBED SOIL COMPOSITION 12OOrIN4 15** f3UIL171N4 PAPER I/ 2" ROOF 5 IVATHING PI2E- MANUF. . ROOF 'musses 24" O.C. REFER TO ROOF FRAMING PLAN FOR T12U55 LAYOUT 3g p MIN INSULATION 5/ E3'.' 5H5ai ROCK CL SIMPSON 1.12,5 CL•,IP AT eAcH ENl7 or EVERY TRUSS C 24" 0.C,) INSULATION 134FL ]E 112U5SE5 REFER TO ROOF FRAMING FLAN 51 4" X6" FASCIA 13817. VERIFY GUTTED & PWNSPT. LOCATIONS ON 5111 ALL SOFFITS TO OPEN UNLESS on- RWISE NOTED WINDOW UNIT VERIFY DePa HOJ2IZ. SIr7ING 154* 13L17G. PAPER, WALL SH11NG. 2 "X6" 51U175 24 0 .0 —R t 'ire-. 1/ 2 " 5(-reTIZOCK C I 1171 N4 1-0 OVl 12I.-A1' FNI7. MIN I" FINISH GRAM 2" X4' 1 P1 MU75ILL W/ 1 / 2" 0X10" ANCHOR 1301-T5 5' -0" O.C. & WITHIN 12' 1 OF 51LLENi75 & GORNER5 SOB /V bi 5“ NO ALL FOOTINGS TO DEAR SOIL Tyr ICS 1 ON LIIJt7I511. RI,Ct7 I/2 "==1 OP Pi_ 3 I/ 2"X9" LD F6- 2400 W 2"X6" PLATE I.IN MR INSUL.ATV V0117 2' 0301 TOM PLATE' 2 "XIO "RIM J5T. USE C 23 2 "XIO" RIMS WHERE PARALLEL TO J5T 2''X10 HF J5T 16 " O.C. W/ / 4" 'MG PLV W SUPPL 2 OV112 MIN PLR INSULATION i *4 W71217 I.Et3AR 4 *4 VEIZ1' RE1,AR 16" O.C. ( 2) *4 HORIZ RE13iN 5 0AR2IER ON GROUND 0o i1 2 CM OF nO APPR M,AR 8 2000 WALL- �) ,f b�L SC°i1L.s 5zA1_c.. j 4146vLAT1 4LU SA-s50 u k: i bc GLA z 1 aPT(7K: S, E LETI2l �SLST A YJC G I AT /Mc, 4 REVISION DATE 1 D99 -0104 COPYRIGHT 1996 PROJECT CALDWELL PROJECT BASIC 6 '1013 DRAWN Si DATE A.W. 3 - SS SERIES AUBURN SHEET SECTIONS SHT. NO. vie,A E _a,ly__CEOn.� PRIM fit, ♦GhC ij WrWYL wr.0 Ou WS r.:lu & 31133, �,. a .9 vE GU SEA GUA X99• 010'-! RE','ISiO`, VQ L HECENED CITY OF TUKWILA MAR 6 2000 PERMIT CENTER If. At C?ACDu,EGL 5 Ems, !'LA,A 9 P SY !Q'r OCT4 Go 696: -E P Sr bt,G. T Y P 1 a 4 L . 1 £.b 1/2 r y'� U" UI l i:d�ll. (aPR 6 2° iilt CANTED FLOOR NOTES: • 2700 CANTED FLOOR JOIST OL. • 112< 414122< JOIST AT CORERS • 120<6 114142.4<1<6 • CLOSED SOFIT AT 11T1DERSIDE CF CANTED JOIST L 3'-a 1/4" 1T-1 1/2 2 -1 1/2" 2 RM 10151,11121 0,110 RIM JOIST ILI•ERE PARALLEL TO FLR JOIST '-a 1/4 DIMENSIONS ARE FRAMIN6 TO FRAMING _ • FONDA'. LOLL AND • FOOTN4 4.22 ' ema POINT FROM ABV WITH 10X10X12< FOOTING If .2 FLOOR JOIST UN 5 4 . 1 2 G SUEFLOOR OVER 2 FRESSTRE TREATED 1•11DSILL WIN 0 XIC• ANNOR BOLTS 21.0• CENTER AR) WITHIN 12• OF 5ILLBIDS kr, COWERS <60412(2 BLOCKIW 261(1426 1015T5 AT INTERIOR 52<660 5125215 1V-10 R-IS MN FLOOR NNILATICN BET1LEEN JOTST FOLTETHYLDE MOISTURE BARTER CN GI.aND 41 CRA111. 424046 MIL THICK BLACK FOUNDATION 4 FLOOR FRAMING PLAN (1 st ' ) SCALE 1 4" 4•X6 '2 14TERTOR BEAR1,6 BEAMS 1111014 41<6 , POST 112<2< 4-0 ON CENTER LOIN 16 CCNCRETE FOOTIKCIS wpm soup BLOOKINU OvER ALL ee4404 50115, UN STRAPPNG DECK FRAMING NOTE: FRESSURE 12441<41 511(101 MATERALS 5/4"x4T CEDAR DECKING AND CEDAR RAILNG 2,6. DECK JOIST lb. ON CENTER HANG JOIST 10 140140 RIM JOIST WITH LU25 METAL HAI•GERS AND SET ON TOP OF 4 4<5 BEAM 4 POST UNDER BEAM AS SkIouN wxtexir FOOTINGS 11.ER POST FROVIDE SIMPBS EFI344 POST 444CI4CR5 10 \ 1-3“ FaNDATION VENTILATION NOTE: PROVIDE (22) SCREENED 60<6 (2615, VENTS, SHOWN ARE BASED ON 14 SO VENTILATION 65<6 62<0 REVISION DATE I D99-0104 COPrRIGHT SS& F A.W I PROJECT CALDWELL PROJECT EsASIC "1013 SHEET FOUNDATION PLAN PRAUN E3Y DATE . 3 SERIES SHT. NO. AUBURN 2 RECEIVED CITY OF TUKWILA MAO 1 6 2000 PERMIT CENTER S-- 4E.41 DUALL LE ND Kama a PER NAPIER 13 1994 U.D.C. ;V:•:•:•:•:•:;:::•:,:•:. ••:>::::_::•: •• EMESECIIMENEFEES BRACED PANEL '�" 're SINGLE STORY ALTERJATE TWO STORY MIN PANEL LENGHT 2' -8" 2' -S" 4' -0" MAX. PANEL HEIGHT Im' -¢!" 10' -O" VD' -0" SHEATHING 3 4" MN ONE FACE 3 4" MN EACH FACE 3 4" MIN ONE FACE NAILING 8d COT OR GALV. PER 13 -I-Q 841 C01104 OR GALV. PER 23 -I -Q 8d C0111ON CR GALV. FER 23-1 -Q ANCHOR BOLTS (2 SOLT5 MN AT 4 POINTS (3) BOLTS MM AT Ir5 POINTS N/A TIE DOWN 1800' UPLIFT CAPACITY EACH END 3c ' UPLFT CAPACITY EACH DV N/A FOUNDATION STEEL '4 NOM R64R TOP Arb BOTTOM 4 4 HORIZ MBAR TOP kV 6OTTCM N/A �] 0 0 CJ SHEAR PANEL LAYOUT 5CALE " :i -m CITY r� IA MAR 1 6 2000 PERMIT CENTER D99 -0104 COPYRIGHT 19e& SHEET SHEAR PANEL LAYOUT SERIES AUBURN GIN'T AO w 1`N A8x /4'Ar l Zed S{ -cry BRGPUI -�M ARV wi1Y / S'Y /? %/z FU o-flNU -rGU,N'iYI ' PL &J f tlary A V✓ — — t- -- ;`u /ce Cvo r' taf �v vrl nau5 t ill ����ea be C PSC1 f G6RR(n[ !0 •Ia s/g $N7 0.a LK VJP�is • L1 if D99 -0104 R Iq r1cN ft-co. //DV G M ll., 81.1, Cie PR+Z R6Ert. 7 pADN a2 }I aIIW.✓ 5rk4r r /h 4C65 Dean Caldwell 323223 Ave. West Seattle, WA 98199 email W eco , k -e - RECENED CITv OF TUKWILA MAR 1 6 2000 PERMIT CENTER r-ax� €�Y wa>is (A A 54 j? AS EMfNT aK/ c, Fin j o(f7S RECEIVED CITY OF TUKWU.A MAR 11 6 2000 PERMIT CENTER