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HomeMy WebLinkAboutPermit D02-238 - BUILD AND DESIGN - LOT 6 NEW SINGLE FAMILY RESIDENCEBUILD & DESIGN - LOT 6 4006 SOUTH 126r" STREET D02 -238 1 .- - -.. ., ,.` • •# 4 L Op s w ( : Z ;; X g Cit of i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' DEVELOPMENT PERMIT . z a Parcel No.: 7945200025 Permit Number: D02 -238 ,f- Z iii Address: 4006 S 126 ST TUKW Issue Date: 10/09/2002 Q Suite No: Permit Expires On: 04/07/2003 -J V UO co CI Tenant: Name: BUILD & DESIGN - LOT 6 W H Address: 4006 S 126 ST, TUKWILA, WA u) 'Li O . ! Owner: • Name: KEYSTAR INC To STEPHEN T ARAK PC Phone: LL Address: 2100 116TH AVE NE, BELLEVUE WA N I Contact Person: Z H Name: STEVE FARNUM Phone: 425 - 260 -3907 E,,,, O Address: PO BOX 906, FALL CITY WA Z I— 2 Contractor: U 0 Name: BUILD & DESIGN GROUP INC. Phone: 425 - 454 -1522 0 — Address: PO BOX 906, FALL CITY, WA Contractor License No: BUILDDG101J0 Expiration Date: 04/06/2003 I W W . H 2. • DESCRIPTION OF WORK: T 0 CONSTRUCTION OF A NEW 1,996 SQ FT SINGLE FAMILY RESIDENCE, 460 SQ FT ATTACHED GARAGE AND 50 SQ FT U C COVERED DECK AREA. _ I PUBLIC WORKS ACTIVITIES INCLUDE: Storm Drainage and ersoion prevention Z ~. ! Value of Construction: $196,176.40 Fees Collected: $2,565.47 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 . Flood Control Zone: N Hauling: N Start Time: End Time: :-� Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. I=a 1 Landscape Irrigation: N ` . Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N ' Sewer Main Extension: N Private: N Public: N �, r: st Storm Drainage: Y : _, it-TV Street Use: N .�� Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: F , ** Continued Next Page ** p t . '3- emA doc: Devperm D02 -238 Printed: 10 -09 -2002 v; . V � . 1. t....,. u.l:..- .. .... ._..ew..,....,. wu.1:l.•. . }.. . MOYA'.' Mi1U 'M+n -.. ,,.-. -.., .. .,.. . ... ,....r .. ,, wn.. w.. m, ra+.,... ro-r-. w.. awnwta nrMMFV , M?n.,4..M'Rtttet?M'ISYX^f' 1 .�1 h f .. . . b . �( . , -- - - , . \ ..• . . 1 ;L , ,,... t� � g City of I ukwila r9� i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . ■ • ____ —. - - r - . S.,-. R ,,,r . I C ity of i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 PERMIT CONDITIONS I z . a Parcel No.: 7945200025 Permit Number: D02 -238 W { Address 4006 S 126 ST TUK Status ISSUE Q Suite No: Applied Date: 08/14/2002 J U Tenant: BUILD & DESIGN - LOT 6 Issue Date: 10/09/2002 0 0 • . W W J = 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** N L , l - -J — — - c _ __ I . - 4 . -4./ • • � Iv It 4 � Ci ty of Tukwila Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 City Clerk. : 0000 . ) •'` ' • s _ &,\ CITY OF TU''<WILA OR STAFF USE ONLY 1 �,� 6 Permit Center Project Number: ko. R 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 Nk 1908 X (206) 431 -3670 Permit Number: _Dlia_1 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Value f Construction: j 01 L;7 fit✓ :. t oT 6 � i cor:co -� Site Address: , City State /Zip: Tax Parcel Number: S k. 4 00(p 12-LL S i - Tuv i LA- W Ar . 75'4520 -002-5 Property Owner: -r) VI LD .k . sioJ G2ooP Talc. ( 4 2 -5 Li S i - ;Su- Street Address: .� _ox SOS "Fm2- n �� CityQ ` tat%: Fax #: L425 2-Z.Z- $� 7 Contractor: l,l 7 Phone: SM AS --bcR33 Street Address: City State /Zip: Fax #: Architect: Ph 0315 u�te, VosieA l tee- (-UL Phone: LIS 3 -z-1QC) Street Address: City State /Zip: Fax #: 555" 111.0 n1E 2-tivl 3wNk)e NivjZooLl Engineer: Phone: iZ10 i, t sci( 3, PS 1 1 7 --5 77$ -2493 z Street Address: City State/Zip: Fax #: Vat% 217--' �T mo )s W 1%4Z -6 itZS - 11 S 2073 , _ i- Z Contact Person: Phone: ce W A--N.24 t425 vc0 3907 Street Address: City tate /Zip: Fax #: U O Td�it 406 mart.- Q." W s�0 �l25 zzz �� u) o Description of work to be done: W Type of work: nkNew Single - Family Residence ❑ Addition - Single - Family Residence 2 J ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* u- ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) = d in Deck(s) - Covered & Uncovered ❑ Residential Reroof Z i Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Z O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) W sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U CI O - Proposed New Square Footage: 11% sq. ft. Dwelling .a sq. ft. Covered Deck(s) o I-- tl10 D sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck W W Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 2-S5 a u ~ ~O *For an Accessory dwelling, provide the following: iii Z Lot area Floor area of principal dwelling Floor area of accessory dwelling V —, I * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping in Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp #_ Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous . `, Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- j,ANI .., ,. 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- i dalla 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 i ' ; be extended more than once. ;,�. Date application accepted: 4 Date application expires: Application taken by: (initials) i %NM I L l - 0)-. X - /Lf -63 LiCaA. -- - , i PLEASE SIGN BACK OF APPLICATION FORM IL 1 1 MINI 1 SFPERMI7'.DOC 2/13/97 0 , ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY .. AEGISTERED ARCHITECT OR PRO. - : SSIONAL ENGINEER MAY BE E Y TIAF BUILDING OFFICIAL ' A L A ALL BE AT A LEGIBLE SCALE AND NEATLY D ., �R � 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. ❑ ❑ Certificate of sewer availability (Form H -i1). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. • • 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), z show proposed and existing power, water and sewer lines, existing storm drainage system, - z downspouts and foundation drains, and where drains tie -in. w w 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). v o 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. cn 0 , 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. J H 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). w 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. g Q • 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form , H -9). = a I_ W ❑ ❑ Foundation plan and details Z I— . 0 ❑ Floor plan W o ❑ ❑ Roof plan w ❑ ❑ Building elevations (all views) U a ❑ ❑ Building height 01— w ❑ ❑ Building cross - section F- 9 ❑ ❑ Structural framing plans and details necessary to completely describe construction u- z El In Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available o u at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. P -1 ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z 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. 71 ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit i is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration". r. - I. , • Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and ' 4 ... obtain the permit will be required as part of this submittal. �, m 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. t ; � BUILDING .O R R AUTHORIZED AGENT: i Signatur j , _ j . Date / 2 k i ` Print name: Phone Fax # �,.; �e rmoin : 02 , 5 0 3 : Li is zzi l $ Address: City/State/Zip: �� r � �"� Po - $bx gob .emu, nit 9 V-I SFPERMIT.DOC 2/13/97 • • , j.z. 1 e 3 Na . l`F/ I 08/15 i'I • ; ..:..,tY t doc: Receipt Printed: 08 -14 -2002 _ :;r .'. if.*'* rig ..-_:, City Y of Tukwila . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • z RECEIPT rt ( Parcel No.: 7945200025 Permit Number: D02 -238 U ((A Address: 4006 S 126 ST TUKW Status: APPROVED .` N W Suite No: Applied Date: 08/14/2002 -1 H Applicant: BUILD & DESIGN - LOT 6 Issue Date: N LL, . W Receipt No.: R020001453 Payment Amount: 1,566.45 u /„ Initials: KAS Payment Date: 10/09/2002 01:35 PM W User ID: 1684 Balance: $0.00 Z Z I- Payee: BUILD & DESIGN 2 uj U � O (12 TRANSACTION LIST: O H. Type Method Description Z U ' Amount L I + Payment Check 115227 1,566.45 UJ Z — U ACCOUNT ITEM LIST: L Description Account Code } Current Pmts BUILDING - RES 000/322.100 1,536.95 . INSP FEE - STORM DRAIN 412/342.400 15.00 PLAN CHECK - UTILITY 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,566.45 f ,f ' �� �tt 4 1 . 4 1549 10 /11 9716 TOTAL 6283.60 : ";Y::. ; doc: Receipt Printed: 10 -09 -2002 .....i.... ...••.iawiuC . %),6:: 7., t ;�C A�+.d:SA!�t'61 x:,.) ...71;77zT'de . I I . ■ \ . - •••,.. 1 • Z ' I Ce 6 ' • • a . f -J (..) • I • C.) 0 • •'' INSPECTION RECORD . w 0 • w 1.1.1 ILI Retain a copy with permit f'D 3 I -1 F. . INSPEC4$ NO. PERM S. --PP , U) LL uj CITY OF TUKWILA BUILDING DIVISION "A' v . 'fa . 0 , i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 g .7j Pr9:kect: .. . i 1 * k l )L4 ,1161 t .L.dig ii - 1_,--1 p Type of Inspection'. ( .7 u. ,......I , W D i I , Address: ( 46 Date Called: .24 ▪ 11.1 )6 6 - l-to0Ce r)(0ri Special Instructions: Date Wanted 1( 1 .1 414 a.m. Requester: I— 0 4 0 1' (.1)16:) Z - Ill uj 2 n : C)/1-1 4 - D 0 C.) W 0 — . , Ill u j , Approved per applicable codes. 0 Corrections required prior to approval. i 0 I_ r_ u. r" ■ % COMMENTS: . •- 0 • ' w w r e- - ) f 1- , 0 , z . .., . . . _ ‘ . i ..4- , ,1 : 7 .71. - .. . . , , , . . . , , ,..,,_ • .{.......-.., ' ... . • - / .• •,*'''." 41111Iw t NA' ,•,,,, 4.A, , p Inspect r: Date: tit■va-- / 2--2- .... El $47. REINSPECTIO FEE Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . . Receipt No.: Date: b a.,.....„ , „1„ '.i1+:,ir,k+ 4■Ntit'es.d ' '4 . _ , •••••• _____ _ . , ,... • Z • < ,___• ■ I r • 1— Z Ce 2 6 M _I c_) 00 ' (i) 0 U) LLI . INSPECTION RECORD Dot9 -, 3 W —J Retain a copy with permit F wo INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 5 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 u- < ' : Project: Type of Inspection: - S.J.1 a • -- r I— Ili I Addres: Date Called: . Z 1.- / ).1 St sos, it)::,/ /09 1— 0 z 1— , Special Instructions: Date Wanted: W Lu 6 10 le /0 , (3.ri,n. 2 D (2 Yl M a Requestecb . e6,( ki). 0 _0 • (A r:* •0 t— Phone o: ),Z0-3q05 W uj I 0 • I— LL 0 Approved per applicable codes. El Corrections required prior to approval. ai Z . , : u) COMMENTS: 2 P o 1- . , z ,. SD , e /2-(pILDL-1 ,c c - y 0../-e---v. ii • /1--Vot4 (61/tA p - 1[,0-,-e . o SO ILL ik TD 1 ice LO p cp ( OALAZTt- i r— MAI-e v.-> C.11'A,..- i9 kij . 4 LAAC. CI y. L I k —1-1-1--(1A -(Livsc.-k (AAA-, _ - •-,,,, ,. ,.. ; , ‘,..,..„, , Date: , •Qt, ,f, , ,,- 1 • Inspector: (A) -7,f . 1 i l 1,,, ... 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be - w•I' o paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: 1Date: y ;•,„ ..: , .., 1 _.. \ ‘" h 4,.-444, . - ■ _ — . - • Z 1a=- W ,. 6 ! 00 INSPECTION RECORD • w ( Retain a copy with permit D62-21K J 1 . INSPECTION NO. PERMIT NO. N u- E CITY OF TUKWILA BUILDING DIVISION , ii „ 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 4 Project* A Type of Inspection: u a r AUt5Ls7� , r ttiI ., YP P � w n dress: ti Date Called: 11 I-- al 1 -( 0C9 S 4 IA, c' ', a/ i giott ? i ■ Special Instructions: Date Wanted: a.m. I-- 0 u" O h) COMMENTS: Z ( WN U ~ O ~ ( . 04 T), C. I •.J., p iLrnAA c IAJ . . I (� 3F h.s fia> t 9 tA4d WA, 4 ( (, (4' , DA..t- Art.,), c C A i _.I NA0 t 4 C ( or , a ....ex ( O 69 A.."...4 L,..rt....) l I LTr k. -e C/A-. UU :"1 14-4 1 -4 1 b . . -F) C...) i 1i' P1 f. , { tiA4 x . \ frC S uv.-e_ -f- t7 4 it �,A/ -Q.1-( r.1„...,,,, 0,,A. n T ub (A-0 41...%. " - 1 3 , E W'-;*... � t ; k S I r f ' ' i tt ', , a . ■ k n Inspector: Date: S e \-) � (54 Y, t ., w 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pn,, � 7 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r Receipt No.: Date: t As 13, : ,i.4 J . 4 :44Sx"7Ati. .,: .(w , . . a. p,. 'afi.SaVet..,,.rd r :6., 54 • , 1 I ..- . -- t cr -..,-, . . 1 . ' ... ) • z p- z re 2 J :77-2*----:4,---- ----- -- _ 6 m ..., 0 0 0 . INSPECTION RECORD co 0 5 i permit Retain a copy with perm , ' 0 '-- 1 t . 2 i LLI ' INSPECTION NO. PER T —I I.. CO ti. CITY OF TUKWILA BUILDING DIVISION . j u j 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431'-3670 2 g -7 P5ject:V ei i . ( Type of Ins ectio2: I Ii.. LL .//1 r z..,),s(r2 b yrcr I t ftli It 1 / t / (n Address: Date Cal d: , I' a 'ioi; S / ..C7L -a7/ I Special Instructions: Date Wa)ted: (. ,— (a.m. ) . ( 9 Z 1 ._ —03 Z I— Reques ILI uj 2 D 0 a Phone o O _ . ,_ Ili u j i(pproved per applicable codes. EI , Corrections required prior to approval. I C.) I-- r - U. r COMMENTS: , — • ..z ‘ . .....r, o 4 -9 P k Nr\Ci -1-V\ )‘Cik"1 1 (,„ — CI O 0 y b ve d 1 ) O I. - Z . *C \ t \ 00 '1 V \ c LA M 4 1 0 Ic• '- CA 1) ih r CV e d , , 4.-- ... ,00-Acp : Woy- . c \ v-, c. v owl . , • c. e ce C kk )vv , .1\ S ti IcC lov, Leff () i -A-ov Splor ( '"). ' k V■t7 ..t 'R14 `4e.'44 t ,' , 4 0 • . ': ;Il 1;'111411::::74 ' 1 .- I 4 , Jo', A t; '‘ -•. 1 D A Inspector . - -. Date: 2 _ 2...._. S "\-aiNANb11"- - 0 - 5 l U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . ... j , „z -j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,.• Receipt No.: Date: WI - Oa „,,.....;.,,,,.: .1 , :,.' i."..,,,l'e:.k. , ..el,;')=,1; . :4_';_St 4 ,. 4 ,11if4.1_.....igikil..?... , .. 1 '.t.'._L,.._f :L. ''S.t'.. _ -!' ' .. . • ''''' '4'mog.`i 1444 . i • . ._ --- I _ '_ . -• •cr \1 j 1 Z ' 1 al r" J U I i 0 0 • INSPECTION RECORD . co W , &.a3,, Retain , a copy with permit INSPECTION NO. Pi T /. co u. CITY OF TUKWILA BUILDING DIVISION ° ' uj 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Pro' ct: / Type of Inspection: LL Q /t l) P l)�_S/ vfl p. 'i1R , 2 4?') /4/9/GL N D = a A dress: Lor,� Date Called: W Special Instructions Date Wanted: C.:46 . F,• O ‘ -- z � '` � i . AZ ��5 Requester: W uj �o Phone . o: C co WW • a Approved per applicable codes. Corrections required prior to approval. i = — U " 1, COMMENTS: i Z : U ' �\ O ~ \\ z ! t \\ \\ i +, \! 4, t 1I . ∎t 1. 1 I t 1 Iv; Pi� 1 1 e„0144 4 r- -Date: 4 ' ... fi 1 YIN. 1 — (n n3 1 ,0 Xie 1. " 0 M1'; ! I El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be — g[,':'' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'f," olfa , , 1 Receipt No.: Date: >< , . , „..,, r,T:m..p,� . . , „.,.,,,„ 144 7"4'W - ti- riAi.'Ct4A ^' i.l.:,•11,,,01,;„, 1+3tv:4.,:9;11,, n,, :a'tie`u::id,';:'c b 4 r 7 re LIJ 5 S � o • _ 0 I NSPECTION RECORD • , r,,I 9I' ° Retain a copy with permit 1) P -2 z g w = INSPECTION NO. PERMI S. , J I- CITY OF TUKWILA BUILDING DIVISION '' U) ' w o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Project• Type of In pection: ! g J 1' a D9;1(11 I 1-C' 1` (o JIrl t. LJt ( t ( D GC�. rd u' j - Address: � �� S c, //� - 5:7 L Date Sp cial Instctions: 6' � Date m'� Z 1", . x V /'�n`-S )I / Wan b e /0714 � p. /` Li G)a ��,� I-- o � . � �� Reque W uj IV X 7 7 e/L C7r .)('0 w f /� Phone No: U 1L4l CI 1162_ - - ( 5 .2 s- o w - `` " : per applicable codes. Corrections required prior to approval. 2 V 6 chproved 1 • COMM ENTS: • u_ Z • w to , U , ' ' ' 0 I- Z , 1? • 1 t . • • i _ • Inspector: Date: $47.0 EINSPECTION E REQUIRED. Prior to inspection, fee must be i r" M I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4,414.,11k Receipt No.: Date: , ' 1,1 �• «.:.�jn 1 rl.,.+:YJwo.w•.rn�ai+:"u:.r�•I f :, 1" .F.� . ,. . r r ; 3 .+•..� — j 4 .. , .. .. „ , , .. .. .. .... .. ,.. , .... •ka.,idkd .ra:w, :s/.`,4VIV S tk,5.'' V, ;., 174..ai• i4? .4tn4ii'eg4ti 1 • . , I - - y. "s.i .. • 1 1 • z . W ti- ( ,� 1 , { ; ' _ I + t r i 1 o • 1 - - " ` I RECORD co ° w `` Retain a copy with permit � °� - � -) 6 _i II._ INSPECTION NO PERMIT Nea ! fA w 51 I mo : CITY .OF.TUKWILA BUILDING DIVISION �� � .v.:: ;', 6300'Southcenter Blvd.; #100, Tukwila, WA 98188 (206)431 -3670 g J 9 :?, Pr•'ect: Type of Inspection: Q / ND Address:; Date Called: H w ..;. Spe ial Instructions :_ Date Wanted: = +-:" O J t z i''' w Requester: 2 D ileir U N 6 : Ph • ne No: O ' ��( / ��y�J� 61 - s j { 3:) , 0 ~ ■ w = U Approved per applicable codes. 0 Corrections required prior to approval. I-" COMMENTS: . Z rr ` r U N r' -.-,, 1 A,1 ` ' hStJ �G� • � r • 1r. ' . q th p ro i c 0 � . 1 loot- . Y r .. 0, , t) 1 cti tot 1% A IDO1) 4 .A cl i 1 11 (' � i. o ProJe St1eor Oct �'dV d -P . G�tU`r. ) Y - 01" 'Y () -R- r \ -eA-c., a toged - till Inspecto (� Date: _ Z ' r h f ` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be - paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection.' . - Receipt No Date: `''�"` ' ua.,d..6uy5 1 .0' . .i.; dak. t{ Ea kli.'ok,',.. ,e. g':SimiIli,.:s,:Nr.{. , . -A ilrii:: s il• tZ re 2 t i t V 0 I RECORD w = s permit Retain a copy with it �'� g — ' ;• :.:. INSPECTION NO. p PER a O u) u. W '. ' CITY OF TUKWILA BUILDING DIVISION • 's , 2 ` :: 6300 - Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 J ll. < • _` U Proj `t t Type of I spgction: , I t1 X4 5rrh (J 11ear r k.lLi6 X d Address: 1 Date Called: H = -� O( (p S 1.. -.to S-4- f - -11- o..-. ? -,'- - , Special Instructions: Date Wanted: a.m. W O 1� _ 1 \' 0D— p.m. W Requester: 2 D ' U p ✓TQ V e N Phone No: O Q � :' t W W . . 2 � . Approved per applicable codes. la Corrections required prior to approval. COMMENTS: til Z U N `1. S W - o r4- 9 a r o� r. -e.. , I i■nns -e e ► 4 r. o • � ` `t z y (5'1_ 1 v;s U\ ` I r (Jl epro.1 -Pc p16 ri 5 . y . '1 . .� . At Al � 9J rot Inspector: t Date: as- '' -, � 1 6 �V , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t tiet . z'. paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s � t ` '. Receipt No.: Date: a \ , I .Y% Na t i . � : .a ..,: SAY✓�ui, fiidini if Jd4.0,,, 4ES,n... ).4.1..4..ir`4: S,i.v.. < • 4LI .. /i. .,. 7:m. , _ . - - -- - -- - i.4., - z • ~ Z • ,.: .. � „ Inspector Dater 1 _ 1 i ' ,L ` � . ,: , 41,2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be — {' paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t 41 Receipt No Date: .:,;:; s i { .._ a '. . . �' _ . Y45'1444".. 4eaWtl ➢L•f,1':fli'+at4i.VZa.it w:'i,W' »1:Yi,ili .,";:`id +a5; ;kA2, ..................... . .. I • w .. ‘‘1 Z . • C" Z • w • UO c INSPECTION RECORD ° cnw Retain a copy with permit -i 1- INSPECTION NO. PERMIT , ' w CITY OF TUKWILA BUILDING DIVISION ' f , , �� w ° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -367 Pro' c Type Inspection: '- G. C 17 1..E ,c<�r,.air. / dM N d A ess: �� H W dd aao 5, ( s 1- Date Called: /.2 f4 /02. r Z Spacial Instructions: Date Wanted: I Z 1 5 / M !m. p.m. Z H Requester: LU U ° Phone No: � ° N -d,ZS' ,,,,I0 — X3' ° ��� wW (Approved per applicable codes. ❑ Corrections required prior to approval. ° H U . I I 0 COMMENTS: ` , Z -- W N 0 ( T .0 a- .(/(�t.o? I p !.• I— oF ( - 4 -1 0 r_' -,z..i p : 4 , z = 1 C .;.2 / A5 h rt 1 _C . p /I , , , 1( . � " iii � + ,5 ' r ; ( i..t` i , t y 6 1 I. Inspector ., / Date: _ �,� �� MOW , . , 47,10 REINSPECTION FEE RE UIRED. Prior to i spection, fee must be _ ' f ; ),, . p I'd at 6300 Southcenter Blvd., uite 100. Call schedule reinspection. p sa tl R ipt No / Date: , r r s ' $ Y . ' I-: j .. , w lSt M::'. ^.w w. 'aI �+4 .p: 1 b �r. 1 w.en^. w .r+ • , . LL fx:„ _ . ,... .,.. .... . is :ays3±rz.�M''..�t .�,w:t:m�,:nv..� r,. r,' �1at?#:,t. r . • • .. • Z < . • ILI IX 2 -J 0 1' •4..." . 00 .. co 0 . co LU INSPECTION RECORD . • V 2 - .230 - ...1 , Retain a copy with permit 11)6 (.0 u • _ 0 w INSPECTION NO. P# T ■ . CITY OF TUKWILA BUILDING DIVISIO 'Pk. ', • - : •., g 5 . . 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 k. Projg . i 1 1 , _ , .1.. Type of i ALL Inspection co D ) fe 1 a f .5 /C Al ' .- 1:_auj " I ress: 5),, id" , La 7 67 Date Called> 2 _ 60..._ : Special Instructions: Date Wanted: a.m. Z I — /A — - 6 7 p.m. i U1 w 2 D Requester: 0 0 • S - rt - a c . 0 -- • . Phone No: 0 1- . i 0 1- ,... iS per applicable codes. El Corrections required prior to approval. ,-, 1-1 0 , Z W COMMENTS: , (0 0 --. 7 I r- , , 0 1— Z 1. . 1 i I , 1 S. . . 1 I . I ' i . - , • , ', i aft fil t 1 , 041i r sf I , rev 6' -,,,* r' ko:z * , 1 11 tv , I , ti.7,(% I Insp-ct.r: ■ Date: 1 ihi 44. .4i ..4 Allaarufit .6.61 raffi /0 -...- 3 -D 2----- . 1 5 5 _ t IOW , NI $47.00 REINSPECT' • N FEE REQUIREDe tor to inspection, fee must be ) ir paid at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. . .. , Receipt No.: Date: I . " . ;:-.=.• .... ., . SS 400,....... ::,..,...,,,,,...„.-.,4., , ..,..,...,..„-z,....i.,,,.... ,..,.. ,.....,,,..—...., ,. ,,„... .:,„.... .------------- - ..w,A,,..05,..w,,, . • ....------- . I ,- ,1 .1 ) . . z a . I _ z w ce ., 6 5 –J 0 00 . 0) ° A .11 it INSPECTION RECORD 71 0 Retain a copy with permi 0 .2ff . 1:- . (0 Ill L1.1 x , INSPECTION . PERMIT , w " / CITY OF TUKWILA BUILDING DIVISION ?4 • 2 . g n 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projgct: Type of Inspection: U) 41V.//i.- / , l PEAM Mi6 a = i-- ui Address: • 4,07 Date Called: . I /41/G9‘, < , /*/ & -5 ../ ..-- 4 / - --0 .■ pecial Instructions: Date Wanted: c ra.m . ) .:, I-. 0 - Z I /c? 3 - '-() Ot:? * ''' e W. ill ui 2 n Requester: n 0 „- - srEve_ ,' () , 0 — Pho Ng: ' \ '" S c:240 —37.07 III w I- ,- . : El Approved per applicable codes. 'Corrections required prior to approval. '' I- .; LI -.•.,. '* COMMENTS: 1 iiiz 0 W I= I ,' : .6 )4.ylscfipo •,...,, ....: • 7 ?)90/4E, 01—. z ._,..7,2,,... ( ) si 1...,- . _,..._ . R. fr-11-- ._5 46--p. .k-co p 0 1 eyzif : (/ i 7 ,e)- 7- Qui (-1 /- 1 , A7.10170-r- iD t) i/ / - 7 1 0 P A i d 6 ,ir) 21 7 )° ) '_7 W vl - / v _ _ mg,/,,,,,- ("7 Ab9// 4/.;v),-01 c 9.. i 9 "l(l :" ---;,\-----, C e 2 fi Ci 7 g lif j • A / ■ e . yor .. : • ' - 1 /3 Cl g? P6 7 - , t "I" ; * -....b . I . • : t . Ins. - tor: Date: i 1 )) _ / a --- - 5--° 7 --- / ... al $47.00 REINSP ION FEE REQUIRED Prior to inspection, fee must be 6 paid at 6300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. : , Receipt No.: Date: . P4, ' i . . .i;:,2,.:;'-,::.:;, ;;;'!..,. •:',> , •„:. .-', ,:., % ,.:, : •i•t 44;4. •••'•: 'I , • -'"-., EM I — r a 4, / r1==.111=MMIIMEIMM .' e,.• e., 1 s* • .-• z Iii W 2 6 = -J U 00 U) (3 . , U) tu . INSPECTION RECORD ui i A 'A-..-a3e -J !- Retain a copy with permit L w L INSPECTION NO. o n10. ■ uj 0 CITY OF TUKWILA BUILDING DIVISIO 2 . 7 7,4? -vs c 3 pL ).=7 /- ix (41 olio I .' A a4-6 - 1, t o k or - 7 / ' / . .-- , IVI) 7 SAISOefi - rJ 0 A) 0 , (-7 / ,--- 1 ,-, PI ea'7-e'■ - _ 7;.1 9 Vi.'-tt. , , .: Veti S: 1 , ...., • , \ , Inspec •r( 'Date: , i .. ).. _4 ./ — 5 ---- - 111..A ,„,...A..... .s.1../...11 - ' fffe,tiN.: , - fi ief ,f,- IA $4 /.00 REINSPECTION EE REQUIRED. P• or to inspection, fee must be : . . . p- id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R-e-ipt No 'Date: . . -- LITit:p , ...1(7 .. .., , , .. . ,-, „ ,.. ., ,. - ,-,. --.... .,, ..,.. A , , , , .) , , L ,,,,, ,„ 4z,,,,,w4. voa,,,,, i. ,.:;NI;t 1 ...■••• — - -- �--- . - , - . Z . ~ W �... a 0 00 • CO 0 1 ' INSPECT RECORD . . w i i J -" N W 1- Retain a copy with permit 1 INSPECTION NO. PE' ''O / 'L i O . CITY OF TUKWILA BUILDING DIVISION ..�,U 2 I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I Ppa ect: ` Th es - j of pecti 14 Lot (0 oo-- ca (yi _ Ad ress: Date Called: . z _ , Spec Instructions: Date Wanted: a.m, Z O CU uj Reques V s2,. v CO Phono - O - C n oH V W W ., _ Approved per applicable codes. El Corrections required prior to approval. _ I — F- L COMMENTS: Z W C _ 0 ~ Z ?r.•• ‘ 1 4, • 4 F '' tt Y (Insp ctor; Date: �( /` , 07....-- ;, $47.00 REINSPECTION EE V R E UIRED. Prior to in ection, fee must be — ;' ° f` paid at 6300 Southcenter Blvd., Suite 100. Call t chedule reinspection. � ` r�r 1 I eceipt No ate: 1 's ak v rY / Y ... i uti.. air;` at4:• difiira :nl'A:i':r.'l:kirx:�'£wiv u,�1'7:R•.�.'e°.•:71i`.z' As �"rf S. F ri9l. {v"F;t ?r "1sw,.t5+ . —I 7 ....- -_--- - — ..., ......"— ' _ - , ._, . • • . ' Z < . , I I- F _ Et w 6 g '--- - - -- - - - . _I c_) O 0 W 0 INSPECTION RECORD . • ww - ILI I Retain a copy with permit Pi, • ... —J !— INSPECT! N NO. PER NO. U) Li. w 0 CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 . u_ a P •ect: f • f Ty e of Inspectionk 1 I 0 - 0 < 7)2 LI 919 11 tot tO Ylea ic "- t ( i Ad ress: ' Da e Callei: X ( p(r 5 / (0 ,54--- 0 . „ • . z 1 ... Specia nstructions: Date W7 ted: 65 ,- ,- O p z I-- 11.1 uj , Reqie ter: 2 n .. t 0 ( L ) / Phon ,149:,...... 0 I- I I -' 9 - 2C0 0 -'7 ei 07 , LIJ u j F- , - pproved per applicable codes. 0 Corrections required prior to approval. i-- COM ENTS: Z ki (/) , , 0 / / „ (ii Gal( • - AL 1 I .., dr. - 0 I-- - , , 0 (7 --; of( d\I - l ,., . i . . ... . ,,' , $ ■IZ . spe. or _ Date: • , ... - \, /r ,/ c4., — g.-4 _) - . - VIP:Pi i . $5 .00 REINSPECFION EE REQUIRED. Prior t inspection, fee must be ' AA-6N :Oar.,:lker ,'aid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. Receipt No.: Date: i Na ' I - . ,------- . ,:_ 4 , . 44,- 4 .4 , , „„....4„..„.7,,,,,,,4444,4.4p;...„,„?....L„,„. -4. ,. .. , ..t , 'se: 2 .1..kihre. , , A . . ... . ' ..-- _ - A. Ci — ",—• ,.. . I \il • Z . < s I .1.■ Z 11/ rt NIC i - ' -3 co 0 1 INSPECTION RECORD DO ) -p.53 - u) al W i I • -4-- a copy with permit '' • —1 '— INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '1-` , uj 0 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-367 : g 5 Pr...w' ct: , 1 e A Type,of Inspectiqn: , 1 1 1 14)1 1 cl - De slept) - 1. c C ' r61 LOI 5pie e' t co — a Address: Date Called:1 I too(p, S /2& 51"" 10 I z z- (0 2 — . i Special InstrUctions: Date Wanted: 1 Er. . ni , 1 i 0 i 2- ' 1 2— Z I— Requester: W uj SQ 0 --.. 0 u) Phone No: - ? 0 4 /4)--c — ..4 NS 0 W u i D ' j • pproved per applicable codes. El Corrections required prior to'approval. . I 0 I— . . L1 1 • COM , ENTS: ..1' L I 0 4 id Z \ . U) 0 = 1 k 1 1 1 Z I - , 4 --.., ---- ---, --' ‘ ,.. , ' 1 -', , . _ ,. ..• - " ■-rLf.-3,1 , J Viqt 4ft•N . : -; :+ f 0 '. :4■ ,j • - • r'' 9 4‘. 1 . " 4t Inspe or: Date: •: , -3 , IL- At at. A.A, ....e I 4 A .. I. a 3 gt , , ..A". ., la Is, 7.00 REINSPECTIOM FEE REQUIRED. P• or to inspection, fee must be 1 ' llk — / , said at 6300 Southcer ter Blvd., Suite 100. Call to schedule reinspection. k INSgi , Receipt No.: Date: , i .711 , . 4• IVIrVg o ' %, ... . eca 1 , ''‘ , • , t 1 i • • • t n IV r IN tJ4 AI/ MEI 1 O • 1 f l CA) p. x -4t" ., NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN j : THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. F;. ... '..f.v.- ..e....... J.v..x;•rss , .5•;idF;Z. ..s,,^4 "' .., -. . , 1 f i" . . • • r q4 FLOOR BEAM OVER DINING ROOM ARCH nEyc,hiruarAudrxu TJ•Beam(TM) 6.02 Serial Number. 7002011276 3 1/2" x 11 7/8" 2.0E Parallam® PSL � Y72.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED . , z re 1 Pc 1 , QQ = jii g .. 1 2 U 0 1Q 9 Product Diagram is Conceptual. CO W W . LOADS: -I F Analysis is for a Header (Flush Beam) Member. Trey Load Width: l' u) LL, Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 12.0 Dead W 0 Vertical Loads: 2Q Type Class Live Dead Location Application Comment tr -r Unifoml(pif) Floor(1.00) 720.0 400.0 0 To 10' 9" Adds To N n C7 SUPPORTS: I-- W Input Bearing Vertical Reactions (Ibs) Detail Other Z }_.- Width Length Live/Dead/Uplift/Total I— 0 1 Stud %rail 3.50" 428' 4085 /2284 /0 /6369 A3: Rim Board 1 Ply 1 1 /4" 0.8E TJ- Strand Rim Board& W F— 2 Stud wall 3.517' 4.28" 4085 1 2284 1 0 1 6369 A3: Rim Board 1 Ply 1 1/4" 0.8E TJ - Strand Rim Board® ? 0 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board ° t/) -Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. : C3 I— DESIGN CONTROLS: = 0 . Maximum Design Control Control Location tL r— Shear (Ibs) 6172 - 4851 8035 Passed (60 %) Rt. end Span 1 under Floor loading '— Z ' Moment (Ft -1 bs) 16072 16072 19902 Passed (81%) MID Span 1 under Floor loading W co Live Load Defl (in) 0.235 0.260 Passed (L/533) MID Span 1 under Floor loading H Z Total Load Defl (in) 0.366 0.521 Passed (L/342) MID Span 1 under Floor loading Z 1_ - Deflection Criteria: STANDARD(LL:U480,TL:L/240). . - Bracing(Lu): Ali compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral • bracing is required to achieve member stability. . ADDITIONAL NOTES: . \ - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . ' - Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. i • T::, may,, 4 • PROJECT INFORMATION: OPERATOR INFORMATION: 1996 PLAN "i: , 'E ^P.i'm r m Copyright a 2001 by Thus Joiat, a Ytyerhaauaeh $uainesa I. r i Parallame is a registered trademark of Trua Joiat. I *S w. .T••«..,..,..,.*. w..«......,.... u.. »uatxnaa.ee«ww:w:n+orun..amn • • • T P 1 ?C60 GARAGE DOOR HEADER __. ) , Date: 1/11/00 BeamChek 2.2 ' Uniform Load A I 1 R1 =951 R2 =951 SPAN = 16 FT .z...x =.I Uniform and partial uniform loads are lbs per lineal ft. 4-� 'v , tt I . .2tii + -. w Vii' . .. ., . +c ,.t, ni.a +.4 r..e..v nu.,�,„n ✓. ,.. ,,, .. - „4_+.nxtiSl...e. •• 1 a" a, g.3y E117 1�y4i'KaYJ Mlit'Y.Q'K$ ^«'tft.9bi , , - ,, tr •\ h BEAM SUPPORTING FLOOR JSTS. NEAR FRONT OF GARAGE _ I i' ')Gc P(uh Date: 1/11100 BeamChek 2.2 " Choice { 5-114x 18 2.0E TJM PARALLAM® PSL BASE Fb = 2900 ADJ Fb = 2772 M - - - .... k , ■ .." , '^ 1 k • ( 9 (,Q '[7(,a BEAM OVER FURNACE ALCOVE i; i Date:1111/00 BeamChek 2.2 Choice , 4x 10 DF -L #2 BASE Fb 21 875 ADJ Fb =1050 , Conditions '91 NDS • M Bearing Area R1= 3.9 R2= 3.9 DL Deft 0.01 in _ Z a 's► Beam Span 5.5 ft Reaction 1 2428 # Reaction 1 LL 1925 # ;Z Z ' tit 4 Beam Wt �1er ft N 7.87 # Reaction 2 2428 # Reaction 2 LL 1925 # tr g Beam Weight 43 # Maximum V 2428 # W Max Momerd 3338'# Max V (Reduced) 1747 # 0 O s TL Max Deft L /240 TL Actual Deft L / >1000 w 0 f LL Max Deft L / 360 LL Actual Deft L / X1000 W = . Attribrytes Section (in') Shear (ire) TL Deft (in) LL Defl LL Actual 49 91 32.38 0.05 0.04 Il i O Critical 27.59 0.28 0.18 Status OK OK OK OK g Q R atio 76% 85% 18% 21% N Fb (psi) Fv (psi) E (psi x md) Fc t (psi) h=- W Values Base Values 875 95 1.6 625 ? Base Adjusted 1050 95 1.6 625 Adiusbnents CF Size Factor 1.200 0 Z t- t— . Cd Duration 1.00 1.00 2 m Cr Repetitive D 0 Ch Shear Stress p N Cm Wet Use 0 H BeamChek has automatically added the beam self- weight into the calculations. H U • = 0 Loads Uniform TL: 875 = A Uniform LL: 700 , Z . W U= 0 h- Z • • i . l i • I { I Uniform Load A I R1 = 2428 R2 = 2428 SPAN = 5.5 FT Uniform and partial uniform loads are ibs per lineal R ' '° +�' 't * ma y. .. s prix }k t V -'�h '' • 'P't I fl S •fi ..S . r.. +. ln ., y ., ,. ..... o-trf:." t;` tcrr. 5rvsr. 5c+ z: a. mtcar. �r2! rvnvN:+' t,:: sb, 4' •k2�r.R,r.w,:.:................ .. N 7 • ;�- I REED & ASSOCIATES, PS Civil & Structural Engineering ' "' 8311 -212th St SW Edmonds, WA 98026 , .. Office (425)778 -2793 Fax (425)775 -2073 Z R a , r lS �wv+ fwv��. •m w. r . .. ...ny • .... +•n t.v tMtYF .kl .K, tHt4 M.'?w .rx.(.tsw n...+..t...a .... ....... w .. .« ..Y..- : .... .. w. « .... .. . ......._ . » -.... .. « . .... ...n . . n� mvu.�w +wwrua «. u�.... .w.a..w. a ,.. •... .., ... Ynxnt. ..� . r. . ... , ,.._ _... -.- - _ , . • -,_,, ., .. „ ,.„. • .. , I .-4... ..C.:.. \ ( , • • . . • V ' INI, A•14-1=N1....\-(-S j I —__.......... ........ .. . . - . ' - 'f 1 . -e. 57 5 f-' la _ 1 efl ' 57 F.. .....*. . 4 , 7 ' : . . 7.. 17 ,'-' .::.: I:. --.* t" .1. r i . . l . I 1 --:*4.2 .. •- ? •• ' top floor lower floor i I - i- _ �•.!/ "S. 1 ■ • ! Z . I— re Z J U 0 O • , W RVS,EI J F U) e_ ujO REED & ASSOCIATES, PS IOLDDOWN SCHEDULE (Simpson u.n.o.) Date: 8/9/2002 2 �' ivil 6 Structural Engineering • 5311 (425 S 95025 see note: (/1 3 4 g Q f OfSce (125) 778 27gS Fer (125) 775.207) l ) Reed and Assoc. #: 02 -50 SHEAR WALL & HOLDDOWN NOTES: HOLDDOWN / FRM'G ANCHORAGE HOLDDOWN r I) Locate holddown at each end of shearwall MARK STRAP L2) -STUDS MIN U.N.O. ANCHOR BOLTS COMMENTS .±. W ? )Cripple wall and Gable End const same as SW above or T -1 STHD14 or (38) -16d sinkers Min. end distance = 1 -1/2" Z H below, respectively STHD14RJ — 3) Extend foundation down as req'd to receive holddown W O anchor embedment W 4) Threaded rod and coupler as req'd D O 5) [8d= 0.131 "0x2 %s"] [10d= 0.148 "0x3 "] [16d= 0.162 "0x3 %s"] U O - i) Roof: H1 Clip @ ea truss or A34 @ 24" o.c. to gables; u.n.o. ., O I— Floor: A35 or A35F @ 24" o.c. © rim /plate u.n.o. . 2 W • r) Min (2)- 2x studs lam'd w/ (2)- 16d @ 6" o.c. at panel edges I- H or 3x or greater u' O 3) Use 10d commons when panels are applied over G.W.B.; not - c jj Z allowed w/ 19/32" sht'g U 3) Sheet nailing SHALL NOT penetrate past flush with surface ~O 10) Install anchor bolts within 12" and no closer than 7 bolt Z diameters at ea. plate break and holddown anchor SHEAR WALL SCHEDULE Date: 8/9/2002 'see note: (2, 5, 6, 8, 9, 10) USING COMMON NAILS *(5) SHEAR TRANFER *(6) Reed and Assoc. #: 02 -504 SHEATHING - APPLIED TO EDGE NAILING RIM JOIST & SILL PLATE ANCHORS w/ MARK 2x HF STUDS @ 16 "o.c. (field nailing © 12" o.c. u.n.o.) BASE PLATE TOP PLATE 2" x 2" x 3/16" WASHERS U.N.O. BELOW BLOCKED NAILING CONNECTION *see note (10) SW -1 0 7/16" OSB 8d @ 6" o.c. 16d @ 8" o.c. 16d slant @ 8 SW -2 7/16" OSB 8d @ 6" o.c. 16d @ 8" o.c. 16d slant @ 8 5/8" dia @ 48" o.c, A0!' SW -3 7/16" OSB 8d @ 4" o.c. 16d @ 4" o.c. A35 @ 16" o.c. 5/8" dia @ 36" o.c. r,`.,r•+• rr,i ,,;,,.,,....,,,,„ ,,,:„.,„,:,,..„:„.„.,. .,„,„,,,„,,,,„.„ .„,,,„, ,,,,,,,,, . . ..,„f„,.,. .t'-;Y. ,ir.,;:i v ,� Cal 8/9/2002 02 -504 (amg) Job Info ii �; +t .r. ,.o4'k� M F R ;,ar:Y:y,R;h'iJi'::1;. 1 $;• ,. ,,r ,x. N„ .;;?•h`w',J « "Y•.. Y 4Y is eNS+•Qm :iV:A •�;no-.t t . : K '.f>K 'rx{!Rt; t:. 51' WG :.�.��'k Lam• .�` $ 'I:.U:'1 i:3r:.... u.,..vw.1c.: .. ! - �.Cr- -'- . —, . REED & ASSOCIATES, PS Civil & Structural Engineering General Structural Notes i� 8311 -212th St SW Edmonds, WA 98026 . Office (425)778 -2793 Fax (425)775 -2073 PROJECT JOB# DATE Plan 1996 02 -504 8/9/2002 • CODE: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. z �; DESIGN LOADS: \ ROOF 15 PSF DEAD LOAD w . 25 PSF LIVE LOAD FLOOR 10 PSF DEAD LOAD U O 40 PSF LIVE LOAD u o WIND SPEED 80 MPH . WIND EXPOSURE B N I SEISMIC ZONE 3 LL w� SOILS 2000 PSF DESIGN BEARING 2 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQURED. NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. v_� a FOUNDATIONS: EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY i- _ (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED Z F COMPACTED FILL: SHOULD CONSIST OF PREDOMINANTLY WELL - GRADED, GRANULAR SOIL, FREE w O OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND 2 n COMPACTED TO A MINMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE v N CONTENT DETERMINED BY ASTM D -1557 TEST PROCEDURES. g F- CONCRETE: f c = 2500 PSI MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A w w MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SLUMP IS 4 ". v SEGREGATION OF MATERIALS TO BE PREVENTED. u_ Z REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 U BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A -615. WELDED WIRE FABRIC SHALL ~ O E- CONFORM TO ASTM A -185 AND SHALL BE 6X6 - W1.4 X W1.4 LAP ONE FULL MESH AT SPLICES. z ROOF TRUSSES: SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I AND THE UBC. TIMBER: BEAMS AND POSTS (4X_ AND GREATER) DF - L #1 OR BETTER " ' • STUDS HF #2 / STUD OTHER LUMBER HF #2 OR BETTER 2X_ TIMBER KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN i LUMBER, LATEST EDITION." WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG -TIE OR APPROVED EQUAL. NAILS SHALL BE COMMON WIRE NAILS. SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 7/16" OSB, BLOCK SOLID. NAIL TO 2X STUDS @ 16" O.C. WITH 8d @ 6" O.C. ALL EDGES AND 8d 12" O.C. INT. BEARINGS, U.N.O. ROOF DIAPHRAGM: APPLY CDX PLYWOOD (32/16) OR 7/16" OSB ON ROOF, NAIL WITH 8d @ 6" O.C. ilk ' " AT SUPPORTED EDGES AND 8d @ 12" O.C. AT INTERIOR SUPPORTS, BLOCKING NOT REQUIRED. -1.:',"'i9 ;:a ►Rwi� FLOOR DIAPHRAGM: APPLY 3/4" T &G STURD -I -FLOOR (24 O.C. GLUED AND NAILED TO FLOOR :. � h�; ;':,' FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 10d '4 .. COMMON WIRE NAILS @ 12" O.C. AT INTERIOR SUPPORTS. =i �, , MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. k,trt.�;:�1{; THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT 11! "4^ < 14 ; r;f'' CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE- '' , , fak FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. .coo mogto 8/9/2002 02 -504 (amg) Job Info MO .., dce '..•. •.:.•:,• +•,::•'.. .,, ... .. >. Gfibti:. d- .r. +.,.r.. y:ax; -.. .. 'KSEf49tRM#FttNISMnniYX}3r « - na+..au«nn.rwrnt'r.o- w. w«.+ rnvnwav ....+.. f Mitchell Engineering, Inc. 7821 - 168th Ave NE Redmond, WA 98052 (425) 747-1500 • Fax (425) 747-5403 Job#: Job Name: PM (A' Subject: structural calculations - i -\ r -r, 1 NI ILA, _ Nr , q w0 o f . \ City o e = O ' of T Ste ven M. Mullet, Mayor *� • Department of Community Development Steve Lancaster Director 1908 - - - • i z July 7, 2004 Z W , re QQ .c j Steve Farnum • J U i P.O. Box 906 U O . • Fall City, WA 98024 u) W w= RE: Permit Application No. D02 -238 -3 ►- I 4006 South 126th Street CO LL, W O . Dear Permit Holder: 2 In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila N Building Division. Per the International Building Code, International Residential Code and /or the International d = Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by H W • limitation and become null and void if the building or work authorized by such permit is not commenced within - ? H j 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or I— 0 abandoned at any time after the work is commenced for a period of 180 days. W W Based on the above, you are hereby advised to: U 0 O - • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 I— inspection. W u.l , U . H This inspection is intended to determine if substantial work has been accomplished since issuance of the permit a. 0 or last inspection; or if the project should be considered abandoned. Z Lil 0 If such determination is made, the Building Code does allow the Building Official to approve a one -time U = • extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons 0 E- why circumstances beyond the applicants control have prevented action from being taken. Z • In the event you do not call for the above inspection or request and receive an extension prior to August 24, _ 2004, your permit will become null and void and any further work on the project will require a new permit and . associated fees. Thank you for your cooperation in this matter. Sincerely, . . Stefania Spencer i Permit Technician Xc: Permit File No. D02 -238 4 Bob Benedicto, Building Official s , .,, � W z : ' p t a . . ' . a • tit t ,.. ' r 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax 206 - 431.3665 J. ... .. .. � -• .. - ... ems.. . . .... �_ .. ..... ......n..a� � 1 -• .n..-..... �........ .....»..........+.,..�...ar.... .1 N • l ILA t • 41b �} z � - City of Tukwila •••I �'°�4,,� � � I � , Steven M. Mullet Mayor Q ' .b.a� --� ' ' � Department of Communi Development N`� � � *'�' p f tj� Steve Lancaster Director 1908 - -- • z January 2, 2004 Z ct W Steve Farnum U P.O. Box 906 0 0 Fall City, WA 98024 W = RE: Permit Application No. 002 -238 N 4006 South 126th Street 0 W 4 Dear Permit Holder: g J : In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the _ Building Official under the provisions of this code shall expire by limitation and become null and void if the H = building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if - Z the building or work authorized by such permit is suspended or abandoned at any time after the work is Z 0 commenced for a period of 180 days. W W Based on the above, you are hereby advised to: D 0 ' 0 — • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 I— inspection. W U _ This inspection is intended to determine if substantial work has been accomplished since issuance of the permit F- or last inspection; or if the project should be considered abandoned. . Z If such determination is made, the Building Code does allow the Building Official to approve a one -time U extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why o (— circumstances beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to February 25, . 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. 1 Thank you for your cooperation in this matter. . Sincerely, V E'er Stefania Spencer Permit Technician Xc: Permit File No. D02 -238 r vi Xc: Bob Benedicto, Building Official" VW; ' A, 1 acv. 02014 . ONZI 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 , v... .: ,.. . .ri'.. .. ,i ': i..:4' n .Y.•:i,. 1...._.,..w+.' .. . ...... .... wewr..r. n..e --+d.r .......- --.._. .. .. ... .... .. -. ...... .. _�..... , r w1 I • � • ' p si ', �,�� 9 ,r I G1 City of Tukwila Steven M. Mullet, Mayor � � =�`� r N � . ' 2 : Department of Community Development Steve Lancaster Director . 1908 _ z August 28, 2003 w 2 JU U O: • Mr. Steve Farnum co Building & Design Group, Inc. • w = P.O. Box 906 y u_ Fall City, WA 98024 Ili 0 RE: Request for Extension — Permit Nos. D02 - 238, D02 - 237 and D02 - 236 Dear Steve: I- ' a z � This letter is in response to your written request for an extension to Permit Nos. D02 -238, D02 -237 and D02 -236. Based on the information received the City of Tukwila Building Division will be extending w w, you permit to February 25, 2004. Please be advised that this will be the only extension granted for this project and no further notice will be given prior to the expiration date. A new permit and associated U co . fees will be required after the above -noted expiration date. o H w w • If you should have any questions, please contact our office at (206) 431 -3670. v u- p . W U N Sincerely, Robert Benedicto Building Official 1.. i RB /sks File: Permit No. D02 -238 Permit No. D02 -237 Permit No. D02 -236 P F ry „' yK s k y . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 �. r .. .. . . :.1 .:.1'.. ... ..._..a•...:1L:.rh:'.5:l.Fi l:a ................... i....t .....w.wa... .•rw. +.....•....... .... .,.. ... w.a. i. ». +...u.x....mnn+.w. N..N 4WY'VF1rY.!!'4'P.: 211? i yt.+' t }tf%':N.Me'p+C++nus.'W....M.. ` .. y VYIIIII�r�I1�IlA . • 1 ' o♦ Baia & 1�E� ir� go,42, LJza. BUILDDG 10l JO P.O. BOX 906 FALL CITY, WA 98024 '• (425) 454 -1522 Z FAX (425) 222 -4847 , Z' r August 19,2003 - Stefania Spencer U O • City of Tukwila to ! 6300 Southcenter Blvd., #100 • • u) W Tukwila, WA 98188 111 w O RE: Permit Nos. D02 -238, D02 -237, D02 -236 4006 S 126 4012 S 126`", 4018 S 126 u_ Dear Stefania, w d = w We are requesting extensions for the above permits. The homes are approximately 95% complete. For Z _F- reasons beyond our control, we have been unable to complete the homes. Z O As you may know, prior to our purchasing the property, Keystar Inc. had started the project. The bank that g Ili we purchased the property from had foreclosed on their loans, and in the process, eliminated all liens that U were in a junior position to theirs. Before the foreclosure, there were liens against the property by a number O - of contractors that had worked on the project, including the contractor that had installed the water and W H . sewer lines. = U • H F- Prior to purchasing the property, we also received water and sewer availability letters from Val Vue and - Z 0 District #125, and were told that the services were available and no additional fees (other than the normal W { fees) would be required in order to hook up the houses. These availability letters and information were used U N by us to make our decision with regards to the purchase of the lots, and of course by The City to issue the r.: 1- building permits. We purchased the lots with clear titles, free of any liens or encumbrances. Z • . After we started construction of the homes, we approached Val Vue and District 125 about side sewer hook ups and meters. We were then told that the contractor that had installed the lines was claiming ownership of the lines and we would not be allowed to hook up unless we paid additional fees to the Districts for the 1 work done by the contractor. 0 We are currently trying to reach an agreement to end the dispute, so we can complete the homes. For these reasons, we are requesting the extensions. Thank you for your attention to this matter, and fell free to call me if you have any questions. i 44 4 lOtet■ RECEIVED ve urn CRY OF TUKWILA , . AUG 1 2003 r c q ; q ' � r PERMIT CENTER 'A v � %T £/e672003 F i ` rr g c , .... ...:.: t'. ,.,'., r..' •. x •; 1• . '. ... . •. ..tl•. , .«w • .:.ch'i - ...r4.:i .f.f.rM tinhuJ... e... ...... .. .. .. ..• ..:. af .............. .. W...1 � .w ..,_... .. ..... 4 y0ILA, ll, 1 ,, ;� J'�.. .qs , y • 1 �t�- •' City of T u k w il a 6; 1 , • ,.� - p� ' S teven M. Mullet, Mayor - , -'v f l " . e a le • D epartment of Communcty Development Steve Lancaster, Director • ' '' ' .... iiiii ..... 1 111( -- - --- • July 3, 2003 Z I — —Z Steve Farnum j P.O. Box 906 U U O Fall City, WA 98024 p va RE: Permit Application No. 002 -238 E H ' 4006 South 126th Street 1 uj O Dear Permit Holder: 2 >- In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila g Q Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the N Building Official under the provisions of this code shall expire by limitation and become null and void if the = d building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if 1— _ the building or work authorized by such permit is suspended or abandoned at any time after the work is ? H , commenced for a period of 180 days. Z 1— W Based on the above, you are hereby advised to: j 0 • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final p N inspection. • 1— LLI , I This inspection is intended to determine if substantial work has been accomp since issuance of the permit U , or last inspection; or if the project should be considered abandoned. ~ u- O If such determination is made, the Building Code does allow the Building Official to approve a one -time • U N extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why = circumstances beyond the applicants control have prevented action from being taken. p I. `Z . i In the event you do not call for the above inspection or request and receive an extension prior to August 24, . 2003, your permit will become null and void and any further work on the project will require a new permit and 0 associated fees. . Thank you for your cooperation in this matter. Sincerely, 4_., 4 G,..„ Stefania Spencer Permit Technician Xc: Permit File No D02 -238 - Bob Benedicto, Building Official - :, ; ale c 4 ' t 1 s ' f �t , �� .t — i ' , f. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 - 3670 • Fax: 206 - 431 -3665 ,., :, P . +, - ` r 4 'r'c :_5•,,, .;a:ui..: .. ., .w.w:a..aw.,...M....,.: .. .. :.:CjC'aiz3 , ..........,..r «u yamm 2fik?, .i~ ✓er4 .. ,r T3 eli,14.0S.V.,1h ,a,i..J .!*.ar.i ________ • NNILA o J � z ' City of o Tukwila �� o ( r�, s O Steven M. Mullet, Mayor IP• eeg : Department of Community Development Steve Lancaster, Director 1908 -- z September 17, 2002 w CC Mr. Steve Farnum y 6 v P.O. Box 906 0 O Fall City, WA 98024 N w J RE: CORRECTION LETTER #1 N u_ Development Permit Application Number D02 -238 w O Build &Design Lot 6 — 4006 S 126th Street 2 LL Q Dear Steve: = F— W This letter is to inform you of corrections that must be addressed before your development permit can be z approved. All correction requests from each department must be addressed at the same time and z I— reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, : 2 Lu the Fire, Building and Planning Departments have no comments. v 0 ,O C3 - Please address the attached comments in an itemized format with applicable revised plans, w specifications, and /or other documentation. The City requires that four (4) complete sets of revised U plans, specifications and /or other documentation be resubmitted with the appropriate revision u_ 0 block. z w v = • I n order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have 0 '- enclosed one for your convenience. Corrections /revisions must be made in person and will not be z { accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 - 7165. f ' $ Sincerely, Stefania Spencer Permit Technician encl xc: File No. D02 -238 Teti , a • ; ` ' yy , LP i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 . w»n. rvnaH»wsdruacgt ! tr tunn:•u.r•:w..,+�„ 1 -( , r J — — - - c- - - -- f • \: f. , ■ • y41LA O =`� i �� t Z Steve _,, �t `�� l am' ; City o f Tukwila nM. Mullet,Mayor I - � ',Fr -, • : 1 T •1 r -•• i PLAN REVIEW /ROUTING SLIP 1 , ACTIVITY NUMBER: D02 - 238 DATE: 10 -02 -02 PROJECT NAME: Build & Design Lot 6 z . I ii-- : SITE ADDRESS: 4006 S 126 St Q � w I J o Original Plan Submittal Response to Incomplete Letter # U co c n w Response to Correction Letter # ' Revision # After Permit Is Issued • H u) u_ W O r DEPARTMENTS: 2 — ti. Building Division Fire Prevention Planning Division N a hux. JM10y'o r •' 1- Public Works • Structural Permit Coordinator z H w0 F- w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-03-02 2 o O Complete Incomplete H p p n Not Applicable n W w Comments: I- z w Permit Center Use Only U N y 5 H . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O z ' Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 TUES /THURS ROUTING: 1. Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: , APPROVALS OR CORRECTIONS: DUE DATE: 10-31 -02 j TOW , Approved — Approved with Conditions Not Approved (attach comments) ho . ," Notation: � ' REVIEWER'S INITIALS: DATE: , k it , .. tip,. � } ' 'i n r , c Permit Center Use Only I CORRECTION LETTER MAILED: V, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t tA l Documents/routing sllp.dac $ 2 -28.02 t A ,61 C . h:t R • 4 -... 1 7 • ....- 'r . 's.I • PLAN REVIEW /ROUTING SLIP , D 238 DATE: 08 -19 -02 ACTIVITY NUMBER: - DATE: PROJECT NAME: Build & Design Lot 6 I . -z -- , , , - - . - - - 1 Cr— -- - 7 1 � • • r"+ t PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 238 DATE: 08 - - , PROJECT NAME: Build & Design Lot 6 z • =i-: S ITE ADDRESS: 4 006 S. 126 St w XX Original Plan Submittal Response to Incomplete Letter # v o Response to Correction Letter # Revision # After Permit Is Issued W H 9 LL, WO ■ I DEPARTMENTS: 2 h5P f, -Ic41 � r- A g , f& -o 8 m _15- a Building u ivision is I Fire Prevention • Plarming Division • CO _ a � I ~ _ =W Public Works I - Structural n Permit Coordinator _ z i I- O • zI- WW DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-15-02 2 m U w Complete n Incomplete Fr Not Applicable n o W Comments: H �?. u.o w z Permit Center Use Only U INCOMPLETE LETTER MAILED: • I (O 'Z LETTER OF COMPLETENESS MAILED: z ~ Departments determined incomplete: Bldg Fire Ping J(r•U✓ p p g ❑ g❑ PW ❑ Staff Initials: TUES /THURS ROUTING: 4 . Please Route n Structural Review Required n No further Review Required n ,. REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-12 -02 Approved [II Approved with Conditions El Not Approved (attach comments) n " Notation: '44:11::"4 " REVI EWER'S INITIALS: DATE: y� • Permit Center Use Only `' CORRECTION LETTER MAILED: x.,.w.• , Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: w.*,% -t Documents/routingslip.doc .ti 2 -28.02 tr }, 0 . t .,:•::' . ,... . ........m..N....uAr..y r« , ..... ...u,. _.....rv. • r , • ` J k J ��11UI. .., City of Tukwila o ? 2 '. Department of Community Development - Permit Center , ; ! ili ' `��!_ 0 ; 6300 Southcenter Blvd, Suite 100 i;�' Tukwila, WA 98188 1908 _ (206)431 -3670 z . J 1 � � j �� �f ...` .'r f)'�"�: � k.•(� .rd1r�' "�i x 'k "ih`;� - e ,., rip +. J � ",Ge 9a� ^ ,ti f, I ? 4 ; S.s ri "<` hh.. t $' t » K ''11 '! ;'7, ��i>, rf) C• E "�� . i, �/ * M �� .��W ' 4 a�x >F,„;} i : .� * n�i, ■�`;�■ ,.. ;�.� \y ..R { . y .a r a Ps r d4 rx `' �. t re „�. ��(; �hv �i iy .ni: k.✓r,R, t' �* �. d�F .r,w�y�•.^t�S`..,~.<f �A.7.� "i7�5T'�t��L;`!.nL ��tic �'ri j ���`'. f 5 ✓A..��t 4� 5"€`°��t: } . 1 �Ir a j' ��i . 1 .' A(�ysi �,•., �F+'.. n�! R: k�a�' tt' �H�¢ iiiw: ngi• 5!+ d��', �E.' fa 3 ��e dkSet6�. iifr• Yt ik4�'« ffi��t` i�s e`+ c: c L�rawh +'} fik<'f,vrad".CN,��f'J %' {•+�.�, ks -d.aa I t '�G..Ym wr ■a�t s:a v��?tY tkst� »�b.�..; ;�� � ;e, ?�� vii l,�t iJr i;� � - t4` 7 . Y - ,� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted N o • through the mail, fax, etc. w = � u wO Date: lb • 02 • o - — Plan Check/Permit Number: D02-238 2 u_ Q ❑ Response to Incomplete Letter # co a . RECEIVED H W ® Response to Correction Letter # 1 CITY OF TUI(�NII l� z I ❑ Revision # after Permit is Issued T 0 2 2002 O z - P ERMIT CENTER Project Name: Build & Design Lot 6 - cal- P roject Address: 4006 S 126 Street i o • Contact Person: Steve Farnum Phone Number 1,17_,S 1,17_,S Z{ Z 1 i z { Summary of Revis k� �s S -� kAJ Cif �_ �- l O I - 1 - Pa � a i 1 LL Voi_AmiE . : , (1z , x 0 .tM'T ".),..,re.'. Sheet Number(s): ; .: Cloud or highlight all areas of revision including date of revision r Received at the City of Tukwila Permit Center by: cVv { < , ,,,,..,,, ❑ Entered in Sierra on – 4 ^ a. I & 09/17/02 n • f 4y§ ' .�, ... . .. �. i':,:; . f >�:-..l lw�E- `a/;.irrt•.:. {...,r... .. :Lr . r. X.' u' 11!- Jl n gY. 1• I4rjd:r..i �0 • UiyiJjLtJA9Grfi�Qw4 ., ., . ... c...,, ........ .�..rvr�..iwx:r •;aq.' Ptf i.J6mlCt�r A::»8 , '� �b Od- .. btifM.: ?.v.yt, . t 1 , , - . - k�'���'. w gs City of Tukwila ;-o` + 1► i Department of Community Development - Permit Center ...1 %t` 0 ; W b \ • ;- „ t o " 6300 Southcenter Blvd, Suite 100 N '�� 2. " Tukwila, WA 98188 ` ' . ' (206)431 -3670 1908 _ . Z 1i� " , ti ;� i : . � `N . _. '�. .: a �.� ... �,, -. - ELF ii ,'�, ... ` ,� .. 5 ,I— Z I !`, .h r �� I eF � ... :�?\"1 k "1�!.. t. .,,.�,. L, � �. . . , _, . . .,.. .. .. 3 ce C . ' e :1 �,,,:�. , �..:r;it,a a - iJ..... ,,V;.U.,:ii.f, LfJ... -,4 tn'A;. - 4 , t , t§•r.,,l r,,,! ,c ,.,di.c. �.. „ .. Q J U Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted U O co 0 through the mail, fax, etc. . . w w J H U., . • 0 .40 14 % 114 CITY OF I (JKWILA 1 : �,,�: Q Permit Center 11-11.1 a g 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 . raoe ' Telephone: (206) 431 -3670 1:3 C of Water Availability PROJECT #: 0 (Required only if outside City of Tukwila water utility district) ZOOZ Z PART A: (To be completed by applicant) Site dress (Attach map and Legal Description showing hydrant location and size of main): N o ��-.d. .1( •F':' \ %� j� .v' IfX-. �. • .v ^...::3'Y'L s �, �} 3 -'"• �.£Z.'.. .q!i: 1 : .+'+ ' ,` .s _ . `rc, N O Name _L o Name: W Address: P. 0 • (301 -5 5 3 Phone: C [ �07J Add ress: ' � "- — £ q -- q� Phone: N a This ificate is for the purposes of: H = z � O Er Residential Building Permit ❑ Preliminary Plat in Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone El Other Estimated number of service connections and meter size(s): U 0 Vehicular distance from nearest hydrant to the closest point of structure ft. 0 1- . WW Area i • • - ed by :'er utility district): o Ow - r : • - ure: Date: ater utility district) LL p PART B: (T be completed by w The proposed project is located within is �4 i L L� (City/County Z The improvements required to upgrade the water system to bring itN►to c with t he utilities' comprehensive d and .will available at the site with a flow of .will b plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provide '270 0 gpm at 20 psi residual for a duration of 2 hours at a ve of / S fp s as documented by the attached calculations. I hereby certify that the above information is true and correct. Kienesx..r� Water 0izt . * las 1l� - 7 -" Agent y v" hone 9Oto-lol - g5I4'r B Date PART C: (To be completed by gov jurisdiction) Water Availability: CI Acceptable service can be provided to this project 1:3 Acceptable service cannot be provided to this project unless the improvements in item C2 are met. tat ... in System isn't capable of providing service to this project. , •; ;,; ,�: >: =ry Minimum water system improvements: (At least equal to B2 above) r c F 1 (Use separate sheet if more room is needed) a re Agency /Phone By AUG t Date I - -. - �.. -fir �.■ :, Nwankrrm roWitiw A aE r re v)f -oNMEW , ;. 14816 Milita load South W. P.O. Box 69500 rM WA 98168 .- ` °-, ; \\kr.: �T Tukwila . __ . ?' Phone: (206) 242.3236 Fax: (206) 242 -1527 SEWER DIS7RJCT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ® Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 53 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Doh Lc'R Lo Phone: vpip — ?en — ce y6 2 Property Address or Approximate Location: Tax Lot Number: • �l 0 0 6 S lac ' S z Legal Description(Attach Map and Legal Description if necessary): 1 z W LOT 6, BLOCK L SOUIRE' S REPLAT OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO -J U THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE (S) 100, IN KING COUNTY, WASHINGTON; U 0 TOGETHER WITH ALL OF VACATED SOUTH 126TH STREET AND 40TH AVENUE SOUTH ADJOINING; AND COO J = H Part B: (To Be Completed by Sewer Agency) u) o `� w 1. ip a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 2 0 feet from the site and the sewer system has the capacity to serve the proposed use. j OR ❑ b. Sewer service will require an improvement to the sewer system of: w a ❑ (1) feet of sewer trunk or lateral to reach the site; and /or 1..' _ ❑ k.: U z F - (2) the construction of a collection system on the site; and /or city OF r Z O 1: (3) other (describe): w AUG 1 4 LUu2 w U 0 ►DERM1T CENTEF, 0 — 1- 2. (Must be completed if 1.b above is checked) = U ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive 0 plan, w z OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 0 0 ' 3. T a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ O a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1784.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ ' Required ❑ May be Required 1 111 \ : ,-, C. Other: s ; s. Ali; I here y. certify that the abov sewer agency information is true. This certification shall be valid for one year }f • € .,, ' ; : „ , fro th date of signature. _ �;:. —'-'--L. ki G rl u •- -.v' �'2 © :;r -f Date By Title > • D 2 , 3 g r• , , :.,_.:_,.___Iselgaissiatasz._______________ .4,...„ . irti 5 11834 -B bE RIGHT ,T. ij r 0 D 2000 - 035 4006 S. 126TH ST C LOT 6 PLAN 1828 -A I GARAGE LEFT I yZ' co 2' > R4 ai% 50.04 D 2000 - 036 4012 S. 126T" ST. D LOT 7 PLAN 1823 -B GARAGE RIGHT 50.04 Z 0 I= W' • Z; re A Z Z' • W r D 2000 - 037 , 4018 S. 126TH ST E LOT 8 PLAN I828 -A GARAGE LEFT li kr! -7-7/ POSS(: LE FUTURE CURB AND GUTTER,'/: STREET IMPRO M NT SEDIMENT FABRIC FENCE (EXIS .VED 8" SAN SEWER (PROPOSED) t 50.04 0 e- r PARCEL F LOT 9 L PLAN I834 -A GARAGE RIGHT 55 .45.74 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • r ter . , • i , } • i LEGAL DESCRIPTION . . • PARCEL C I LOT 6, BLOCK 1, SQUIRE'S REPLAT OF PART OF TRACT 33, . z • . RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT . i �; • THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE(S) 100, IN w KING COUNTY, WASHINGTON. 6 n . oo: 1 PROPERTY ADDRESS . • . w au 4006 S. 126 STREET w 0 : PARCEL # 2 • 794520 -0025 � • N a a • F.i • . . ?I- I- 0.. . zI-- W D • . 2 '. . . D o: :o - 0I- I = w SP... I • o • i ...: w z, I . 0 =• • •••; . .o/ I • z . ., i . • . . 1 . CITY OF UKWILA I AUG 1 4 2002 k,=�` PERMIT CENTER '. ; �.:7 :r q r'� s ,.. � iu f I �Tlt ; ' { ii, . 23g ,_,��Ft ., . t > ,. .. ..., ,�c� "..<<:, ... ,., ,..:r„ .. , .,.. �. r�,�A...,.,. ,.. , ,. , ..., x,:c.:brl,a�,.:. �:iSCO.:.tiyiu;. iN�f&.�fvrs>` i , .... . .. .. ,. , . . , . . . .. , • ' ,ct + DEPAk. tvIENT OF LABOR AND INDUSTRIES , ';. „ :; i ' . _ . . . foundation detail pier pad footing detail stair section detail lateral restraint panel typical eave detail garage foundation typical step footing greenridge homes 1996 plan obie pacific design upper floor plan main floor plan section a roof framing plan roof ventilation elevation GENERAL CONSTRUCTION NOTES: 1. All workmanship and materials shall conform to the the City of Tukwila Infrastructure Design & Constructioon Standards (1996) and the King County Water Design Manual (1998) 2. All work shall confor to these drands and the Rules and Regulations of the "Washington State Department of Transportation (WSDOT /APWA Standard Specifications for "Road, Bridge, and Municipal Construction" latest edition, except where supplemented or modified by The City of Tukwila Infrastructure Design and Construction Standards. 3. The contractor is required to have a copy of the City of Tukwila Infrastructure Design and Construction Standards available at the job site along with a copy of the approved construction plans 4. A pre - construction meeting shall be required prior to any on -site work for all Public Facility Extension Projects. 5. Locations shown for existing utilites are approximate. Identification,location marking and responsibility for underground facilities or utilities is governed by the provisions of Chapter 19.122 Revised Code of Washington. Prior to starting construction, the contractor shall call one --call (1- -800 - 424 - -5555) afor utility locations (water, sanitary sewer, storm sewer, gas, goer, telephone and television). 6. The conctractor is cautioned that overhead electrical lines are not shown on the drawing. The conctractor is responsible for determining the extent of any hazard created by overhead electrical power in all areas and shell follow procedures during construction as required by law and regulation. 7. Traffic control and street maintenance for safety of the traveling public on this project shall be the sole responsibility of the contractor and all equipment used will be subject to the approval of the City of Tukwila. Contracots and their surety shall be liable for injuries and damages to persons and property suffered because of contractors operations or negligence connected with them. 8. During construction, the contractor shall be required to control on -site storm water by using temporary or permanent drainage erosion/siltation control procedures. 9. It shall be the contractor's responsibility to determine the true elevations and locations of all underground utilities. 10.Ezisting pavement surfaces shall be saw cut full depth with straight, unifrom edges 12 inches (12 1 out from the edge of excavation. All joints between the new and original pavement shall be painted with asphalt emulsion(CSS -1) 11. Time limit restrictions within existing rights -of -way will be applicable and determined at the pre - construction meeting. install replace, or relocate all signs, as shown on the plans or as affected by construction, per City's Standard Detail No. RS -14 12. The contractor shall p ig P y 13, Power, cable and telephone lines shall be in a trench with a minimum horizontal separation from other utilitee (sewer,water,storm) of five feet(5') unless otherwise approved by the City of Tukwila. 14. All construction surveying for extensions of public facilities shall be done under the direction of a Washington Licensed Land Surveyor or a Washington Licensed Professional Civil Engineer. 15. The contractor shall be required to water the site as neccessary, to reduce dust emissions as a result of construction acitivitee. The contractor shall sweep all affected public roads, as necessary, to remove mud deposited as a result iof project contruction activity. 17. For manhole and rim adjustment, maximum adjustement with brick for rims and castings shall be 14 inches (14 1 without adding new sections. 18. All manholes, catch basins, and valves in public rights -of -way or easements shall be adjusted after asphalt paving, and conform to the City's standard adjustment details. All utility casting outside of paved areas shall be installed wiwth a concrete collar around them. 19. PVC manhole adapters or approved equal shall be used to make all connections of SDR 21 or 35 PVC to manholes or catch basins. 20. The maximum laying lengths shall not exceed 12'-6" for SDR 21 or 35 pipe. 21. Bedding, backfill and construction procedures for all storm drain pipes shall be in accordance with the City of Tukwila Standard Detail No DS-11 and DS-12. 22. Bedding, backfill and construction procedures for all sanitary sewer pipes shall be in accordance with the City of Tukwila Standard Detail No. SS -11 23. All imported pipe trench backfill material shall be bank run gravel, for trench backfill per WSDOT Standard Specifications Section 9- 03 -14. 24. Pipe trench backfill material within the improved right -- of-way shall be 5/8 minus crushed rock when connection si perpendicular to the city street, as per City of Tukwila Standard Detail RS -3. 25. Construction of proposed improvements shall be in accordance with apprvoved plans. Any changes from the approved plan will require approval from the owner , engineer and the City of Tukwila. z CONSTRUCTION SEQUENCE 1 2 3 4, 5 7 8 Flag or fence clearing limits and install filter fabric over existing catch basins Grade and install construction entrance. Install perimeter protection ( silt fences,etc.) Clear for and install sediment traps if neccessary. Clear, rough grade, stabilize site and constuct building. Install sanitary side sewer Install storm drains and infiltration system. Install filter fabric over all catch basin grates 9) Install water mains and underground utilities. 10) Complete final grading and paving of roadways. 11) Hydroseed(or equal) all disturbed or cleared soils to remain unworked for more 12) Clean out storm drainage system. 13) Upon com letion of the project, stabilize all disturbed areas and remove all ESC citlitti (MP s) only when entire site is stabilized. an ays. GRADING AND EROSION CONTROL NOTES: 1. The erosion prevention and sediment control (ESC)measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits. 3. Before any ground disturbance occurs, all dwonstream erosion prevention and sediment control measures(ESC) must be constructed and in operation. Install and maintain all ESC mesures in according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30. provide termporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through april 30, provide tempoaray and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: .Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. .Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed all areas that will remain unworked during the wet season (October 1 through april 30). Mulch all seeded areas. 8. Where straw mulch for temporary erosion is required. it shall be applied at a minmum thickness of 2 to 3 inches , or 2 or 3 bales per 1000 square feet. DATE BY MID MUNN MIND _ AP - Mg Or 1 L r APr1INED SCALE • JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2 "X2 "BY 14 GA. WIRE 0R EQUWALENT, IF STANDARD STRENGTH FABRIC USED MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAILS N.T.S. 2"X4" WOOD POSTS,STEEL FENCE POSTS,REBAR OR EQUIVALENT. FILTER FABRIC INIMUM 6 "x6"TRENCH BACKFILL TRENCH WITH 3/4" -1.5" WASHED GRAVEL • NOTES: A. The filter fabric shall be purchased in a continuous roll cut to the lenth of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be spliced tcaehter only at a support post, with a minimum 6 inch overlap, and both ends securely fastened to the post. B. The filter fabric fence shall be installed to follow the contours (where feasible). The fence posts shall be spaced a maximum of 8 feet apart and driven securely into ground (a minimum of 12 inches) C. A trench shall be excavated, roughly 4 inches wide and 4 inches deep, upslope and adjacent to the wood posts to allow the filer fabric to be buried. D. When standard strength filer fabric is used., a wire mesh support post shall be fastened securely to the upslope side of the posts using heavy duty wire staples at least 1 inch long, wires, or hog rings. The wire shall extend into the trench a minimu of 4 inches and shall not extend more than 36 inches above the original ground surface E. The standard strength filter fabric shall be stapled or wired to the fence, and 12 inches or the fabric shall be extended into the trench. Fileter fabric shall not be stapled to existing trees. F. When extra - strength filter fabric and closer post spacing are used, the wire mesh support fenc may be eliminated. In such a case, the filter farbric is stapled or wired directly to the posts with all other provisions of stasndard note E applying G. The trench shall be backfilled iwth native soil or 3/4" 1.5" washed rock H. Filter fabric fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. I. Filter fabric fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. J. Maintenance: Any damaged or clogged fence shall be repaired /replaced immediately. Sediment must be removed when the sediment depth is 6 inches or greater. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. LEGAL DESCRIPTION PARCEL C Lot 6, Block 1, Squire's replat of part the plat therof recorded in volume 20 together with all vacated South 126th PARCEL D Lot 7 ,Block 1, Squire's replat of part the plat therof recorded in volume 20 together with all vacated South 126th PARCEL E of tract 33,Riverside Interurban pacts. according to of plats, page(s) 100, in King County Washington Street adjoining; and of tract 33,Riverside Interurban Tracts, according to of plats, page(s) 100, in King County Washington Street adjoining; and Lot 8, Block 1, Squire's replat of part of tract 33,Riverside Interurban Tracts, according to the plat therof recorded in volume 20 of plats, page(s) 100, in King County Washington together with all vacated South 128th Street adjoining; and PARCEL F Lot 9, Squire's replat of part of tract 33,Riverside Interurban Tracts, according to the plat therof recorded in volume 20 of plats, pages) 100, in King County Washington together with all vacated South 126th Street adjoining LARRY E. STEWARD PE • 24738 SE l[IRRORMONT DRIVE ISSSAQUAH, WASH 98027 FAX 425- 392 -0342 PHONE 425 -392 -0342 E -MAIL lesteward•hotmail.com r BUILD AND DESIGN P.O.BOX 906 FALL CITY, WASH 98024 PHONE 425 -222- 7889 •!:csc r:ans have Vic., rz'.- ;cIvr A !'v t" T►.,�,. •c arks r)rrarn.cr.r for ;cr.rorr,1..,.c n-,!h cure -,► City standards. A.ccr•ancc is svl.lect err ^rs orii‘siors a-:ich de net ar.d a hc�rirc t-iolatIC•nt ,f ads} tcd star..: -ds or ,, ±; r ., ,. „ . 3... eS . for the �, _ • e rest c+nsi'�ilitr ...e .!.zs:gh rots t taiir- w th h designer. •'���. :' :ons, de:e ; s or revis oas to these IC drawings alts- this ±: -,:.a :his acce7tance rt,;:urn a r s..b'n:t'.,al of revised for s;.tbseti er.t f drawings .� rte: F" ' • acceptazux is si.bjec to ficid inspcalon by ».l~x r'ut tic iii ∎its utilities ittspeaor. 1 c . r'I c OCT C ?Y OCT - 8 aL;r2 k '. c.l Dol-.2-311 RIVER HILLS TUKIFILA,1raSHiNGTON Small Site Drainage Plan NOTES rtes 6.7.6 AND coos TO +024 SWIM sr r • 1 1 foot of native fill with sod Vaned grate for 24" conc pipe 3.5" long 2 foot Dia concrete pipe 4"Dia PVC perforated ipe with holes • 3 o -clock and 9 o -clock 3/4" to 1 1/2" washed drain rock wrapped in filter fabric Subgrade compacted to maximum density (See specifications) DOWNSPOUT DRYWELL DETAIL 7---Roof downspout �-- Overflow 2 foot dia conc pipe catch basin with grated lid Catch Basin where required PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE Downspout drains are solvent welded 4"PV Footing Drains are solvent welded perforated 4" PVC with slots at slope =2Z min topsoil & sod topsoil & sod SECTION DOWNSPOUT DRYWELL Mark center of hole with 1" capped PVC Topsoil SECTION FOR SEPARATE FOOTING DRYWELL APRIL 2000 FROM PERCOLATION TEST REPORT BY I A.OWEN IIf RATE LOT HOLE # DEPTH (MINUTES PER INCH) . 0 PERC HOLE TYPICAL 1 -4"PVC Clean -out Proposed 4"PVC side crossing must be lower than storm pi PARCEL C � D200b -035 4006 3N 128th Rockery 2" compacted depth class "B" asphalt concrete 4" min compacted depth \PARCEL D. FF 92 ROOF AREA = 1667 4012`"9:• J26th St LOT 7 DRIVEWAY AREA= 1000 SQ. 7N 4"PVC side sewer 6"PVC cleanout 8-PVC testing tee S x4" Reducer ...4 "footing ELEVATION DATUM: CITY OF TUICWILL SANITARY SEWER INFORMATION NORTH INVERT OF SANITARY SEWER MANHOLE 9 -4 BEING ELEV. 36.20 AS VERIFIED BY OBTAINING INVERT ELEVATION OF SANITARY szwER MANHOLE 9 -3 HORIZONTAL DATUM: LEGAL DESCRIPTION N. 00 DEGREES 98MINUTES 20 SECONDS WEST CENTERLINE OF 37TH AVE S. (MOHAWK STREET) AS SHOWN IN THE PLAT OF ROBBINS ORCHARD ADDITION EXISTING LOTS AS IDENTIFIED AS PARCEL C /D.E AND F HAVE LOT AREAS OF ABAOAUT 5500 SQUARE FEET. DRIVEWAYS DO NOT EXCEED 15 & SLOPE 401 117 meth- = LOT 8 ROCKERY PARCEL LOT 9 ROW! AREA= 1619 DRIVEWAY AREA GAR 1041.8 Increase sanitary sewer from 4 inch to 6 inch from property line to Pro 8" Main Sanitary Sewer 2Z min slope 3:1,, VEL BE ON CULVERT ENDS 12 HDPE and connections 8" WATER ins asphalt roadway r footing - - 128th Street LARRY E. STEWARD PE 24738 SE MIRRORMONT DRIVE ISSAQUAH. WASH 98027 FAX 425 - 3920342 PHONE 425-392-0342 E-MAIL lestewardOhotmail.com BUILD AND DESIGN P.0.130X 906 FALL CITY, WASH 98024 PHONE 425-222-7889 RIVER HILLS Small Site Drainage Plan ,. . File: 02-0238 35mm Dr • . #1..3 , . .1,_, • 0 Inch 1/16 1 2 .. � I 3 a 5 6 i. •,Y; 1 IIIIIIIIILI IIIIIIIIIIIIIIIIIIIII ,IIll [ o IILIJI JIIIIIiii iiIIIIII I I IIIfjllll l lllljllll 1 lllillflil 1 11111111I111 1 Ill 1,1„1 _____,........_______________________ ■ Soo ( . (00 (01'p o t 2 g� N J w d0_l N (wj L IJ CO . C t ~ t,�. U lL 1— F^ w E m eto LOT6 .. 7" ' ° cr- O \ \ i /j \s\s. V S r...... a a ...__. ..._. ...... a 1111•••• .,...- 7 4 % 1 F T ' 4 1 9 910 PLAN ; . � I 1.11.... OPNIMIPID INIMIPM.P ...1111•MP IINIMIIM“IIIMMIP *PP PIONMaa O 0 T �� � re . ,, I l; / \ ! / I \ I ''si t' r I 1 I Iic 1' L 1....... J Q 22\ :• 01) MIS I Z C4 M ' .. . 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