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HomeMy WebLinkAboutPermit D2000-358 - 47TH AVENUE SHORT PLAT - LOT 3 NEW SINGLE FAMILY RESIDENCED2000-358 47 Ave Short Plat (Lot 3) 10729 47 Av S Parcel No: 547680 -0070 Address: 10729 47 AV S Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: 1 Wetlands: NI City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor License No: OCCUPANT OWNER CONTACT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. NSFR DEVPERM 47 AV SHORT PLAT (LOT 3) 10729 47 AV S, TUKWILA, WA 98188 C THOMAS FOSTER 20840 SE 118 PL, ISSAQUAH WA 98027 THOMAS FOSTER 6450 SOUTHCENTER BL, #106, SEATTLE WA 98188 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,670 SQ FT SINGLE FAMILY RESIDENCE AND 518 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: CONSTRUCTION OF 8" SANITARY SEWER MAIN EXTENSION, SANITARY SIDE SE WER, ACCESS, LAND ALTERING, STORM DRAINAGE, 3/4 "PERMANENT WATER METER, TEMPORARY EROSION CONTROL, AND UNDERGROUND POWER. TURNOVER DOCUMENTS REQUIRED FOR PUBLIC SANITARY SEWER MAIN EXTENSION. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 239,940.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: 3 Sewer Main Extension: Y Private: Y Storm Drainage: Y Street Use: Y Water Main Extension: N Private: N 1********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ' TOTAL DEVELOPMENT PERMIT FEES: $ 3,479.79 t************************************ ********** *. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: Permit Center Authorized Signature:__ I hereby certify that I have read an•`'xamined this ermit and know the same to be true and correct. All provisions of law and o•dinances governing this work will be complied with, whether specified herein or nut. 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 permit. Signature: 001 North: .0 South: SEATTLE Sewer: Slopes: DEVELOPMENT PERMIT Print Name: __.f oiozds _ This permit shall become null and void 180 days from the date of issuance, or fur a period of 180 days from the last Fire East: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: (206) 431 -3670 D2000 -358 ISSUED 04/09/2001 10/06/2001 DWELLING 1997 .0 .0 SEATTLE Y Streams: Phone: Phone: 206 -244 -0122 Separate) Eng. Appr: DHM Size(in) .00 End Time: 511 Fill: 4 End Time: Public: Y Public: N * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** if the work is not commenced within if the work is suspended or abandoned inspection. Q 1- QQ �: J V. U 0 N 0 _ ' I 0 C d 1 - al 1- 0 Z 1- w uj U 0 N w w 1 U Z iii 01 z approved =€ bythe • .:Address:'- 10'72.9 r47.. AV S ('c r �n i 1 Nc . : U2000 : i b8 Suit e i I e:riant , Stc tus ISSUE n C. ype: ;,f?EVPLR( ,, Appl i ed:. 11/13 /2000 P arce.,l e :: 54m8a 4070 issued.: 04/09/ *.***'****** 4***,,****** ' * ** * * ** * * * ** * * ** * * * * * * * * * * ** ** *' * ** * * * * ** er'mit Co nd itions: ,,. 1 'No changes w'ir1 'li; be .made to� 1 he +p 1 an S uri ess Frig�irie'er and;` the::Tukw'°ila'Bui DlVis:ion. E rig i E ered tru ss drawings ' ; . and ca I cu l at i ons - - shall be on and aya i l ab e to that bu i I dpi ng ,inspector f of .ri nspect i core pure s'esv>'0Uocuments .Shall. bear, th'e seal and signature Wash;i:rigton State Professional Engineer. Any e i,risu l at i or s .backing ma sh l 1, have a Flame Spre,ad ,of,; 25 or less, and mater Ial shall, bear ideritii 'f i cat'i c$'n shOl'O ig a ,the fire performance ..-rlat i rig thereof . . ';Al 1 od ion to be done in c onformance'. with approved a0itl, requir'eme:nits of the .Un form Bu i i Code (1997 edit ;iori)� : as 'ame;ridedUn�ifor'm C�ic: Code , 41g97 CdiLicT1' and Wash1)1, ton State Energy Code °(199'7 Edition). Plumbing permits sha I l be >obta i ned through the Seattle- County I)epar 1 mem'`'o, Public ilea l th • .P 1 tomb i rig w I 1 T" be inspected by'° 1 hat agency, including a 1.1 gas piping (296-4722). Notify the City of::lukwila Building Division prior to placing any concrete. Th i s procedure is in addition to any requirements for spec • i al 1 n spe,ct i on. All wood to remain in placed ,concrete ,shall' be treated wood. 8. Validity of Permit. The issuance of ea permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9. Electrical permits shall be obtained through the Washington State D i v i s i o n of Labor and Industries and a l l e l e c t r i c a l work w i l l be inspected by that agency (248-6630). 10. There shall be no occupancy of the building(s) until the f i n a l inspection has been completed by the lukwila B u i l d i n g inspector. 11. All mechanical work shall be under separate permit issued by 12. All permits, inspection records, and approved p laiv shall be ava i fab 1 e at the .J c.4.4 i te, pr i or to the start of .a'iiy`, con — . '"1.it ruction. These ,dq ;ments are to be ma i nt a i ne ( Vogl ave'i;i - ,;,rib ie lint• 1 final iri4rs :c t •ion approval is granted • °�.C'ontractor• sha11 notify Pub 1.ic Works IAA 11ty 1.nspec.tor `at' 206.433 -0179 of commencement and completion of work at I east 24 hours . 1 ri advance . luau )vO'r documents required for }>lab l i c sari i t ary sewer main e xtE;nss ion, turnover documents 'shal`. be submitted prior to f7..lal<< ; ��a Can of f ` " eari1''t ry s i d e sewer c: l e_ariout with test I- ce w UO coo W W, J F' W F O}0 , —J IL Qf. U D I- UJ , Z s O ' Z Z I- : D Q ! O N` ;0 H u j ty H — - 0 Zi U O 1r4. 15 7.6 , -• :. ,COVERED MA ERiAL MUST,HE STOCKPILED ON Sl f 1:: SAT THE' IE Fit.GINNING OF . THIS Pr PLOD 1N t' : AND .MA1.N1`AIN S f AUII 1` /A r ION WEEKLY AND F MMED I A f l I.Y , EJI:.F°ORE_: , DUI:UNG < AND 1MM1:;DI +A E:F_Yr { f`r•11 r owiNG F.RUM A.11-10 f: l SI.'P FLMUE.R 3O, INSP( C.T AND MAIN I FE :MPC)RARY' LRUS1ON PREVENT ION ` AND SEDIMENT I A•I' !EAST MONTHLY. \ r i I ALJ, DI S fUREJE D AREAS or 1IFE Sill S1-IAI L FJE ,P1 RMANI::N'rI.:Y . ,S fA[� TIED , PR10R 'a1 U F INAI CCONS;I RUCTION APPROVAL.. h€ re:f,y 'ceri fy ;that 1 'have read thee r orlct i t ions and w i l l e'ori :1y • w i t,h them gas ;Outl I;ried .. A'I 1 pr v i ss i oris of "law • arid a,rd i riaricea ;.;;governing 1 .h tswork be}ompl ied with, whethPr s3pec I fiE•c1 he:re or ,riat , . The - yrantit`c `pf tli is permit does riot presume i.o g ive authority — to viol f e ar arice.'1 the provl S i oris of! any tither 't wor k or I oca l 1 aws, reyu.latiric co,nstr•uction oro the performantacif S gnaturp 'r I nit Name : • Date:`' C5 0/ property line, see o F lukwila sanitary $3 i q sewr-:r• ' i is SS71 'andJ S 1 • `Fraf.f'ic rontrol p la is` shall be submitted to City UI i l ity 11 Mr. Greg Villanueva at 106- 4:33 - 0179, prior-to any -week in .the : pub'I i c,r•i ghat of way. Pavemerit restorati ti'n shall be.. p City of Tukwila pavement' patrh d6ta•i.1 re.mpor•ary erosion .contr'a1 measures shall be • implemented as t.h`e first order Of busin ess to prevent s3edimeritat iiori •off ,i ':or T riter e xist1rig. storm dr•a• riage facI 11Lies I h cs I to shall have: permanent, er•os i on control measures I rf • plac . as ' soon' cas p05!3l b l e. after final grad i rig hass beer) " c omp l e t_ed ar�d pri t o i I - i c F 'r I I'ris petit i on . F'RUM OC1'OEJER' 1 THROI.JGH APRIL. 30,• C.OVf E�.`:ANY: :`SI.OPE:.S AND S f OCKPIL E:'S H •IA F - APE. :il3 1 Oft R1SF OF ' 10 F E I OR `MOO AND WIt.1. B ,'UNWORKE".D f OR GREAl E R f I.1AN 12 HOUJRS • .D iR1:NCi ; f 1115 TfIF'1E P (� LOU, COV R OR MIJL CH 0 t F 1F R E)I5'f URE3�U =AREAS, 1F TI =1EY WILL. f11 IJNWORKF:D MOR 1 HAN DAYS. z • tr w U . U O ? co o U w W -11- N w O; Q ` D. d ' I w Z � : Z o U O 0 I- w w" I U . — Z . lid _0 O Z Project NamelTenant. II 7 Ave V� r`� Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Construction: 2 vo o oo �'q Site Address: City State /Zip: /0 7X - '7 g 4-.e S 'Tcu ekc. Tax Parcel Number: 5S 68 - 0070-02- , Phone: .:zo6 ,;2 5 o / 2 Property Own. L Tiornas 5/g sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck ` 1 ` '2 Street Address: Wit?"5Co 1 L //e - PL -- sc City State /Zip: L fcPD. - 27 Fax #: 9-06 szy /V3 Contractor: 61 Ls-74 hz2 Phone: 496 s95 /s y7 Street Address: City State /Zip: Fax 41: Architect: 's / 715 //'' /J a/1 144/4 Phone: sA 7P, .%Z. Street Address: / 9'6 /3 �/ City State /Zip: Fax #: X 7.2 36 SIP - — /-�ve E- Sartre F ,e - 9cro3.z Engineer: i 4 s '' // / be? //a/ni be r y -774c Phone: . 39.2 — o- S <) Street Address: !4 1 City State /Zip: & 4.6._ x '. Fax # 4 .S -- - .S 5 74ee S•, __/----C Contact Person: U aS 2 Phone: C .2 5 c9/- % '— 1 1 Oit -i as Street Address: 6,¥Sb Sou i e€ e,— f/J # /o,4 City State /Zip: 'aJi 91 /x£ = Fax #: ..20C V4/ J u Description of work to be done: `/ Cons /ruc(. y ) e w S /Ile -/ - 2 J Type of work: ld New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: N , A - sq. ft. Dwelling sq. ft. Covered Deck(s) :;;;Le sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: .274 sq. ft. Dwelling sq. ft. Covered Deck(s) 5/g 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) -2 6. 0 C, % 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. 'CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 F• - STAFF USE ONLY ■ Project Nun.aer: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Single - Family Residential Permit Application PPLICANT REQUEST FOR PUBLIC.WORKS SITE/CIVIL•PLAN:EVIEW OF THE F.OLLOWING'. '.. (Additional:reviews;shall be by the Public Works` Department), ❑ Channelization /Striping ❑ 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- 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,epplication shall be extended more than once. Date app! c tlon accepted: D L 1 1 ?) / ApCigken by: (initials) PL ASE SIGN BACK OF APPLICATION FORM Z w a a 2 JU O 0 W t-- W O u . = • a Z = 1- O Z t- W W U� O - 0 t- WW I O u j Z U= 1- Z BUILDING OWNER OR UTHORIZED AGENT: . Signature/% C a- Date: u___ b'- 00 Print /•� Phone: .-2D A ��� ©/2Z Fax #: (7 c/ /4/3e name / �f?nv�.4 C c 1 '4 / / Address: 0 Y So ,c) u44 c 00,- P e �r oc./ ` /0, a t ZiP: /i 96P/ e1-- AL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY REGISTERED ARCHITECT OR PRC ENGINEER MAY BE REQUIRED BY THE BUILDINU OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED /A SU 1 TTIED ® 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 -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) M ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ M Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location 'of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ Foundation plan and details ❑ 0 Floor plan ❑ 71 Roof plan ❑ M Building elevations (all views) ❑ CI Building height ❑ Building cross - section ❑ Structural framing plans and details necessary to completely describe construction ❑ 0 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. ❑ 0 Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). �t�11 l01 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ r3 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- It the applicant is other than the owner, registered architect/engineer, or contractdr licensed by the State' of Washington, a;notarized letter from the property owner authorizing the agent to submit this permit application and obtain`the permit will be required as part of this submittal. I HEREBY CERTIFY THAT 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. SFPERMIT.DOC 2/13/97 z w re J O 0 W= � w o 2 co =w z f . z 1- W • w U O i O 1— w w u' Cu co O z ti5 Total Fees: 8, 040.39 I b i s Payment 2,324.25 Total ` ALL Pmts : 8, 040.39 L3a i anc:e .00 ************************************ * * * * * * *k * * * * * * * * * * *'k * * * * * * * * ACt;eaut ,t. Code 000/322.100 000/345.830 000/345.'830 000 /'386.904 000/342.400 '112/342.400 /102/342.400 401/388.102 401/386.520 `401 /'342.400 401/:43.405 000/322.100; 000/345.830 Des r 1 pL 1 on Amount. E3UI DING - RE S 1,777.75 PLAN. CHECK UTILITY 40.00 PLA(E CHECK WATER METER ER 10.0Q S I"ATE BUILDING SURCHARGE 4.561 INSP *FL. .. UTILITY 30.00 :1 INSP FEE STORM DRAIN 15.00 INSP :FEE: SME. /SSS :35.00 WATER CONNECTION 60.00 WATER INSTAI-.LATION (DEP) 150,00 WATER INSPECTION FEE 45.00 WATER TORN-ON FEE.. 2.5.00 1 AND Al-11-RING' PERMIT FEE 174.50 LAN[) ALTERING' PLAN CHECK :37.50 44r; 04/3.4 97 :1.0 TOTAL 2324 d 2r �, tit _.,`4 r i�'rl t'� 1" lYl.,",K + ^S � t ^ '• —*, ,,,,, 5 ,,, ,,, :M 4141 .4 m 3 ; . r4 r) Mf,F1,y„ ;.:, 4, t r f Fi, * +.1 fli ., ,,.- k********/-******* i�C* ** *k*'** **** *�h'**** ***r *•**** *** *** ***** ******* CT'I•Y 01 "1E.JKWI•I., WA .. `: Reiprir�teel: 04/09/01 1 a TRANSMIT * * * * * * * *7k* *fit * * * *�t�4 ** *** **********************A* * * * *** *** ** TRANSMIT Number: R03004255 Amount: 2,324:25 04/09/09. 14 :00 " Paymert. ; Method: CHECK Notatio : THOMAS FOSTER 1'nit: JTD Pe r•m i t Na [.)2000- :i58 Type :• [)E_VPERM DEVELOPMENT PERMIT 54 "1680- -00 70 S i t.e. �1ddr e..e >ss: • 10729 ' 47 AV S . a�z3.. .i.� »c(�.i„a..x.aia�kuw.a.�sf.a rtr:SY +vSR 'ldia >ii� 'aw • `.i +d .. .n sT.a 0 co 0. ' N w o: g IL. a to Iw : Z I- O Z LU O' 0 i0 � ; O t w w •Z 0 I- **k*4****k*** ********************************k******** I TY 'OF "TUKWILA. wA TRANSMIT * *** * * * * *•k. * * * * * * ** * * * * ** * * ****k *•k * * ** ** * * * **k* *** TRA ISMITI Nuin,t�er: R01O0137 Amount: 4.560.60 '01/31/01 15:09 Pavnent Method: CHECK Notation: C THOMAS FOSTER. Initt: TLB • Pehmi•t. No: . -358 Type: DEVPERM DEVELOPMENT PERMIT Parcel No . 547680- O Site iAddresS: x 10729 47 `AV S T Total Fees: 7.878.38 { Th is Payment 4.760.60 Total ALL Pmts: 5.716.14 Balance: e: 2.1(2 25 . *******` k* k ************ **** *** * * * *** ** ** * * * * ** ** * * ** ** *•his ****k* ccount: : •Code ' ; Des t Amount WATER ASSESSMENT `FEESf 4.560.60 . 707 . .02/05 .9 7 10 TpThL • 4560.60. i i w v 1 rr P141yj /V y�.Wjil,,; ;j'iu;r rsi",fbY4^.V•w" k, •,zrirJ riii, :ii % CO 0 )w : 2 g J e Q: d ; . Lu `0 co, — O W H 0 ,, *A *A *•4kA * *A A4A410*A k • *,- **4. ** ***1,* **.A *;*Al' -kA**0 *A ** **A"4AA t'Y OF. , rUKWILA, .wA ` TRAN3t4IT *4-** *4 *•k *Aet,ha*14;A*,•ic:4* 1 7\ !:4* i * *A4-* *4 *4*ot4A **A*•AAA* tr Numbe r: ; 10.8003f3S (amount: 1,155.3 11/13/00 11 2E ayme:rit .Method: CHECK Nc,tat: ion: L., THOMAS roSTE(? In 1 t; : TL13 P r mit` No: D2000-358 Type: 1)EVPE.RM DEVELOPMENT PLRMIT Total Feces: 2 • 937 79 Payment J. 155 5 4 Tot:at I AI L. Pmts: 1.1f:5.54 lialanc:e :1,7132,.25 kA **A•*,*d A A A* 4:c.4•A *4 *,AA"a *4*k* *h4AA *i *AAA #A AA�t•4¢k * +•A4 -A ( peottrIt Code Descr i pt ion Amount t. 1,155.54 O'00/345.f0 0 PLAN CHECK _ ",RES INSPECTION RECORD; t, Retain a copy with permit, INSPECTION NO. CITY OF TUKWILA BUILDING. DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 98188 Projef GC,II , a7' :7' F ,3 Address: /OZ. •7 (70 S Special instructions: • Type of In ction Date called;' Date waned Requester' Phone: Approved per applicable codes. COMMENTS: PERMIT:NO:';` (206)431 -3 70 ) Corrections required prior to approval: 47.00 REINSPECTION FE REQUIRED. Prior t \inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. CaII to schedule reinspection. Date: Receipt No: ...t ;. .., s........r c14x3631.o:. tf.... c. u dy', m tAi4°233%'.4‘,2.31.at3'!2�'.'�lXa rc',d u:SS'.5.r �aW., ; i ,+- :a'r2lESlx: %dsa7;3iNL�f 6. ivJXa. Sri "� ; •X3c}.r 47:i rs9�&caaaJyaa iIGv2i; ,.rti'a£6d 4Y. 41;f14 �.;kFt Z I.. Z tY 2 U U to w = z J �- W 0 a Q ' Z �.. H O Z F 0 W ui u. O i W 0 Z Project: 4`I AY ,Short kt-i -6 Type of Inspect: Pa) I:-,nal Address: /oia q '/7 Ali S Date called: 049 l aa l o a .—. Special instructions: o Date wanted: a.m. p.m. Requester: Phone: t.) INSPECTION RECORD`*' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. - 1 oco -3a? PERMIT NO. (206)431 -3670 Corrections required prior to approval. D COMMENTS: 16 6. W5 _A,„J u„ C to W 5 65, .„. q rte• 10/5 4 44 rz.-P 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: Date: 'r d# ' �.ir?;ti: .rti 3", . 0 co 0 1 .11 1 W O g Q' . Nom: Z F..( I. O: Z uj oN I- W uj IlI 0 = 00 1.- Z Approved per applicable codes. INSPECTION RECORD Retain a copy with permit A INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter, Blvd, #100, Tukwila, WA 98188 (206)431 -3670 P�gjectAY. Sher+ Pla4 (L r �A Special instructions: L S Date call � r� n Date w e : r/ p � 0 a Reques er: � b Pho e: rCro 595 - /s COMMENTS:. c �� / L- Aid 414 1." -dv( Corrections required prior to approval. C! 40" ,$47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r�. }" ^!i lt2 w Protect: x Type of Insp ction: Address. 107A0 1 17 AV SD. Date called: S3o-03, Special instructions: '( Q O D -n t,Y1..L4ll ilm Date wanted: n l- Requests 60h Sfblzb Ph ,O (0-Sy . -ISq 7 Hte,rA rcf)--e//( Inspect r: ✓ Date _ $47.00 REINSPECTI� FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 MMENTS: Dcco- 3c8 PERMIT NO.vl (206)431 -3670 Approved per applicable codes. g] Corrections required prior to approval. 'e ce1" , VAi i4:41. r4'4 re 'U J UO co o . LU W J CO U w I— ILI u I-0 Z �• 11.1 ui U �. tt 0 H. ammw :w W; H— t Z 1= O z Ski Ifilk Type of Inspection: C.-L Address: y? Date called: 51z-Vo ).- Special instructions: L Date wanted: r � / a.m. p.m. Requester 1 5 2 Phone: 5 r 9-'" -+ a!- n.77.71,.^." t.,.. „^-,'�'.s. r!.-� •.-- .�..r�.- .., -r,. -.mom rn.^ ^ o:l ^ ' . SPECTION NO: f . j CITY BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 6'2x/437- S c 61 ems /a cf } � r to Zo yz,d ,1 f/1-04, / AI A cc • CS 5 Inspector: /� Date: 5 $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: „'.n3�L:`"+txr'::.`.'.�s�^�4 �. ��.yt� ,ttd�:�.:Tirj..- �.1�'� V �"• a :.H„�..fi7 :"L�3"?n��+..�,� ��li 9Y�.fa�t.. : A1ks'7d,:Y't ?is?:`uc aa.et`:r'iay. }d„r". iPA 1v,„ n:' INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a. Approved per applicable codes. At +ii . »xai.....a.' :...G.» r COMMENTS: /i5 /di G T'/ / @ /A1 / fri-{1 7,6 c f t 12K ,4I S A112, Nfv411A 7� 567 iteu 66 77,k: Ale. LAI PERMIT. NO: (206)431- 3.67 0 P1 /7/1 / 1 kll it f Adc)res7 Z y7/Ll istt.e S, Special instructions: A! 3 Type of Inspection:" Date called:' Date wanted: '','' a.m.` p.m. Requester: Phone: Correctionrequired'.prior to approval.: Inspector: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: Receipt No: iari'fJ aib.Y t�R�liikd: >4.t4 i+.0 z r4 w UO too W J N w! w 0 rn � = d' 1 ._w Z z �+ O ': z 2 ILI 0 - 0 I- w H 0 — 00 w z ' 0 — . 0 z Project: Foster Acid i+ ion Type of Inspection: wafer +ap i nspectiOi Address: 0 ?2q 4?-th Ave S Date called: 5 � b - 0 2 Special instructions: Date wanted: 5 "- - 20 -0z a.m. , Requester r7 % Phone: 20to^5q5 -1547 atei....AZ:47oV INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2000 -358. PERMIT NO. (206)431 -3670 Approv d.per applicable codes. Corrections required prior to approval. COMMENTS: Sa-c1J ce. Hu li.� f co . -f2 J UAL"' /kiwi 7? 9j r 4/1 dyts. 572.0a- c c/21b2_ i= d o 1 ) J.9.J-RA„, UTL1 7 7 &Ai ficy 7 , 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: Date: PA? ik »;.4. i.,46 h' "06.104 ';Yi+o.Fwt+raS :t , A tie.;. .1tKr. o k.. , Hw U 0 W O; w0 g J LL co —a w Z �' I— 0 ' Z H' W gi U 0 0 I_-. w w' U • 0 W Z , ffi 0 I-' z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 7774 5kxnt �) Address: / 7Z1 1/7 /j a., -c. 5 Special instructions: L-c,T 3 T of Inspection: wanted:: a.m. Phone: IS 7. El Approved per`applicable codes. COMMENTS: / /)A) r renA -,A . p /,. /J • mp R !) 'V rgA4 Inspector: ,0 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: INSPECTION RECORD Retain a copy with permit Corrections required prior to'approval: PERMIT NO. (206)431 -3670 Afi:I1V.�.1rtnS.bZP.tf:�JhY k k:.Y'' • {u�:S'' Cay"4b 00 to o' ' N W W =; J I— N u_ W O u_ a co = 0 , W Z 1- O Z W uj O - O F W f- U 1 1":8 , 111 Z U_ O Project: 4 arc Type of Inspection: S S Address: X0721 LI . 0,04 S . Date called: '- ' ---62_ Special instructions: Date wanted: a.m. 14- '7 p.m. Request r:. p Phone: c 1917 INSPECTION RECOR Retain a copy with permit PERMIT NO. ly) INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: sAc �. CA cSIA Ss W► N , j (M)1;6 ON n.R M sg. / f �'o g- — N — S Q 1 cYD ► /L,ev� (-�a w w -°, lc 6l( S CI ocmj Inspector: Date: g -1 6 ❑ $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: '1A ,01: °wf:h:dLtt ar" v t liwat 1 t'e :} .0114a r `.��. : ...: .:t.u�.. ,. ti.:.ti.it;+uAu� �• s2::;.sris.x,r.a 4,.J.:e?:4 a1.� B...,w' 2�rLr1.UW`5:�.4a:++s7u!aa s,,;ilabNa %i Td aY.n 4f N�Y;c�9 t'' U0: NCI ' N W, CO IL; W O LL. Q = • 0 W A. 1.-i ZO A.) CO; I- — u. I-. O; = , z P o ect: \ q 7 A V Shcr Pl c t6(_u43 Type of Inspection: T rr . / ()a l,, (. re-( Address: L - 1 � ,°1 `rl S Dat 4 — 1 : S 2._ C l Special instructions: 04i- NI �� 1l /? Uh /c ter{ ,1 1-' C-Y I ti ! f 1 ki sl e(t Date wanted: � , Li — h _ 02__, pm✓ RequVer: O b Phone: 515 .-- INSPECTION NO. f IN RECO Retain a copy with permit a CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT` (206)431=3670 0 Approved per applicable codes. gCorrections required prior to approval. COMMENTS: tl tt 1,) 1 C Qr4nce gr,uvtc VPvii 2) CCouelr , rras 0>nA u cf v�c� Tr( l Inspector:����!� Date:1-1- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t .. ;k: g `N;i Ss2t.U� al�rAF3t4vt ti�Yr f4vv∎VO aVieiYeJ' ia 1.i , 4M6 J U i OO i a W = J F LL W 0 g Q ; CS = C! F- I— uj 0 3 CI O N` iC U I— U _ 0 ,~ z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter lvd, 1 #C00, Tukwila, W 98 iect • ddr Special instructions: - T e of Ins Date called: 4 Date wanted: Requester Approved per applicable codes. Inspector: (20. )4 1 =3670 • Corrections required prior to approval COMMENTS: r'rt v ; : .- k 5 SJCA Yn''V P 1 e NSJIca tnr r) V ;ter :sr.) r .epti,-1 1D. et fib LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid'. • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: I Date:- ate l , f� c �� ^t.ax.�$ ?r� -z �pye�x' ¢ + x,t -. �7 yh�'i:• � f f} w'ci�;aaa.l.;k'k". ik�,'�.�. S�:'.' "h. :�G.:•,.v,y dr.. ..,aw. 1..w'1;...�.L:. �a��..i....,R.:rz: A ir p r -� • Proje t_ Ci. Type of Inspections i VO V` tp us Address: Date called: Li 02_001 a.m. p.m. pecial instructions: Date wanted: j i_ — 0 3 Requester: q ....y.1 Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )[anr laA 'tQ A oe r a - P (+S 14 pn4-ar _ (._ i 4\ `(V\ CVAu), gpare, r4 (r roved nv e • 00 l 1«vl: 1 -414. h co >r y ec - k a ryoe �e�n�►r�i 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: Date: g I:6 'a4A.C.CKY fiYJ+ti :CEA Y.:t:.�u��. '7fpk� L1S � . :.�,L )�+� ' • ] C�� �` .1"' 1M �.] I j ' ^� 1LSL7 '7 w 4 S}j :aM?h Saoiatvl ;,u. ii;µ .ikL9dS+ r.: `" ioka CSW',". i.Yfit.,L..i•;o4t4,' re m U w= .. w O g J u. Q m D I-w O ' z O N= O H, 11J L u V ' LL O j, Ill Z ` U O 1— z Project: / , 7 7.r/ 547. - _ ta.7'� Type of Ins /alt� ction: xa -.4 Address: /07,9 y7 ad S Date called: y,, - 4? - Special instructions: Date wanted: a.m. Requester: s!3 I P ne: o2OGr .5"Y. - 45'7 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections . required prior to approval. COMMENTS: Skocir (,3 � I , rc riff ( -4MIA " Pr Inn Pr,pot roV• o Irclw I C ovn PP Dv ?JI d 4 L — 54 004.d/1(114C d p rovrk Inspector r_ `OAA_L Date: 62\ 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: !, •w :SkF. ' i c .< ; s r; csu �t i. iAwd riewhL asd �Nexc�:aY�+axtia- �r:�: +�ura�. ✓.. nea, w. �,e,'`i;,dfa�;v„,�,,w >a✓.:,�,1� U ; 0 0 . CO 0 w � LL, 2 g J: < . ul I Z' Z � I- 0 Z F-. ui 0 0 ' 0— O F ILI ' W Z u y O ' Z.... ro t �" n r s k _ i t p , „k ( Adress: �Vl,r�1 �W'1 Ins `on: t. 1 C.c-!" L D atee calle"d:C" 3/ Special instructions. instructions. D (• �--lf a Pin fix; Ss .7s/ INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. - Corrections required prior to approval. COMMENTS: trrA t A f^� �Y 2 616,V, , () \rev' keilwi q V p liv\ 1. SS t Kr ✓S ()Vet( ea - cP Act', l !Y\1SS \v1 k` 5 cei1irat, e r s hc) ("Weir \-)94).%, I )C a prise) e at Vk _.!_ r\S ) . $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: • klffJlk4hVn. 9otai.. e. ��-A4 .,r!'..a::�- PERMIT N (206)431 3.70 .Date: } ` 0 /' 2 � �Lrk�S3r �1.tA' �Yd�� , ; �u N O ' WW W 0 g D • = L CI itt _ ,, Z I— 0 Z W 0 p 0 ON CI I— W W ', I— til • 0 S2 0 z Approved per applicable codes. INSPECTION RECOR Retain 'a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ype i f Inspection: a.m. p.m. Special instructio s: Corrections required prior to approval. Inspector: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date:. 454". " J "s x'?'wUrt�7: 3,k:iti u W !. U O 0 Ww . J w !Li 00 } J N W Z �; I— 0 Z H; UJ j; U � CI W W F=— U { ro W Z ' 1 1 ‘ 0 F- Z Project: Li /q 5 1- r / f Type of Inspection: -1------4 Date called: 3" --1 . 3- (- P AF,c��dress: / ¢3 lV� e / /7/1 Special instructions: Date wanted: a.m. L A — ( qn Requester:' - BO k0 Phone: - 5 /S 1�L/ 7 COMMENTS: �. Y C1 I c l' S c 4 ` Li p ( �j'nC14 -C A+"}- i Q ' t. 0 Co t r ` >.) 015-A- 2 bays 0 s%ck. 4 `IOSi -\ vf- COwnPC:A - i vrvv■ c .3 ti 4-6 C o v1 c r-Pt P 3 _ . ) Scu i L .b�oct'5 9c,ra .v/c val:vJ I. 2 .flu C.P 5 ( t \I\ C< (- I N Cu P r bPA wx a 1 _So c o(r r fA lrt s& ;) .e�M4,.r�1 C(Av . CYr -1)I'n-v," Nw Y 't`1 h 5 -,(1. Inspector: � .u2. Date: li_i_p 2 — 77 7 7 '7" INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ■ j t D2o -3sig PERMIT NO. (206)431 -3670 El 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. Call to schedule reinspection. Receipt No: Date: •' i 1."?id; Ai:Y.i rw wago.RRfiF.i Alhte'Af{'t6A S-X? .f7iPwT t J4•1 si� w1 »1.. .57`v"Y5 t`-0hW5+8k4v 4wdr?•'dk6Z. 4 1 , Atbib,!Fai�iGif L•aiJ AaG#:fitii.VNj• ? 3 0:4,1, i 2 F-' W , re 6 J U U 0 W W CO 2 g J tL Q Nd `. pW Z �• I- O D 0 0— LLJ W Ii z 0 22 F: o Project: 41 A, . Sk-r-I- 1 Type of Inspection: t rIWS Address: 1 - 0 9 4-t1 � u Date called: 3~ I L 0). Special instructions: Date wanted: a a.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. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: foodin t0 i �t 5 • v\� 4) r i d V' r)fr : v.r1 5- c I 1 r VP G{ pp rouer A Date: 12 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i ,.�.,', /ean,.a..�k•+.F.'.:" t+.. u.tit, . 4.,..iZ,tiato4;44v;:'i1SaYa:wle x,_'ty;,_ _:�y .. .t �La.A:+skis "; 5•) 41.. 3: P H7 AV S hor+ PpG�-ab4 -3 vv ype of Inspec Ion: GAY' 1 a1l Na) ry Address: /0701 17 A Y < te Iled - Date Special instructions: S e r col // �G rli J ✓ °Y1 P� S gar4-5e . f r\ Da a. p � • D p .m. Re e ster: Phone y 595 IS INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,.1NA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: CI v CL, 1od t±S ')Cavr•P' S ctC r OM" S I f' P In P roin 0 �t- vw.S ill vm c' ■ (L Mori ,1 S l .... -4-- 106 SgO ? L1 'P ra pr) a r ra .... -. fl N , h e Pr GC r°ei p C4 ro1 P 5 't' row. ..'` - I1e.� -Pin (V Pv'-1 t CG 3 PS m Sc.! 1\1 1);..,e It Inspector: Date: 0-0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rw�a +tid4w..' !.d'�tsY.vL�:.9: t ' 'sia ed's` x M'.cu:t;htd::. ` `''eau' did. dt6t41 i• R( bYtJ. Nfart ,'d.tu,¢i:3.ti:,n+�a�ui;cA.r.: drtkµ-:.�: 0 0 ? to 0 w WI � LL' W 0 g a: to a d H W ; I Z � ; . 1- 0 z I- U O� O IIJ W u z .Z 111 Uto 0 Project , tt 1� VQ i� �1a� Type of Ins elction: ,, ll .. h k Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: ac P--0 2 INSPECTION RECOIL, Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #160, Tukwila, WA 98188 9000 35d PERMIT NO. (206)431 -3670 0 Approved per applicable codes. .orrections required prior to approval. COMMENTS: f' 2 � v 3 Shed c) � - I� -) rOv+ C f nr c AC{ -etr d S trS 1100 S' t y 1.e Y I r) r [' G i h -P v\ rN -r r c4e .'`C4 1 Vhf, _ Inspecto eR n Date: O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'Oyull /01 -4 "3$�'.. <.. ,, gy p$ .s. =4V5eL 141 ...t�.a�F' ✓ia: z Li 0 co 0 co u- . W O 2 Q : N _ Lu H z ~~ 11J L u Z 0; 0 . 0 in 0 I— W LU I---- V 1L �`• W z U N O = z Project: LU-f- .3 ., 1 • Sh f ilet.; T of Inspection •� . of : � i AR I L)6 J ro Address: h:-/' 9 �-4Z 4u .5. Date called: 1 b jib / v, p ecia n s t ruc t i o ns: Date wanted: , �e 117 � °( Requester: I ( 1( 57 5-154 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: l7/r >'& / YLL�vcrt�. Da , a X7 4/ •. 47.00 REINSPE TION FEE REQUIRED /Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7 <ias. 41;:tz6x ur"FaC� `tSiJFU�iixntdl;;iT UAt:��Srk�ra�%;' ti 1' INSPECTION RECORD Retain a copy with permit t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-36 Type of Inspection: ;`•: Date wanted: a.m. Corrections required prior to approva Inspector 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Date: Receipt No: �,�wi�.,y�t��+'.h lee { 5 : T;f, y i..m t %t_ A 6+ StdittoS $°39'3ic:K i'�R2•:� 1 z 00 0 W = _! IL. W O H H O . Z H' W uj U0 O O w 0 ; 111 - O Z COMMENTS: ' : .INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1)1 e Y 4 Sly d « /fit C Ca47/ r (AA ti dr 4, »1"- /^ 'Ad ilAP 7L PERMIT NO. (206)431 -3670 Project: 7 Address: l co .r,S Special instructions: yj'�,� �� ype of Inspection: " Date called: 5 /1/ 4/C)/ Date wanted: a.m. p.m. Request r: Phone: Corrections required prior to approval. 4 / 0_04- d6,4 4.0n.JvAti t4 f % kt h iateAf I Inspector: Date: ii Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No Date: 6121046S 4k «Isi a?Tt'=i d�Y�9.i�::�LY3fa,°'? ' is 5h. ,.« rlM'{R.3.1'• `���1s. 6u::.Y ..r Yl. +dkz:.i<$.,ti+,.,'?��. s;dr rr� :1 434; uv.%M1 P 1d)Y) e6t: {-a si.er art Q kt Type of I (U.c 1�, o A ds l.iL11� G C.L'r y f y� Date called: 10 /(2Y/ 0 / Special instructions: lJP r U✓ s;'_ �},SSI�e CO / - �o,� d Date wante • a.m. Requestey� 'r U t, ( OC Phon .�5: . G� .5% y SyAE INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 10114o - i2s2t ;01 - Pkiw &IAA > N !r. Lie i k ;LL fie Inspector: $47.00 REINSPECTIQNFEE REQUIRED. Prior to inspection, fee must be paid at 6300160thcenter Blvd., Suite 100. Call to schedule reinspection. Receipt NO Date INSPECTION RECORD Retain a copy with permit (206)431- 3670 Corrections required prior to. approval: Date: Project: 4 7 Type of Inspection: ' JVi► / Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: 4 1 DI .P., Poi Vilko .z -- Ot t . s mini SLat.0 ., Ul c P tgolz 5 5 S (,l U� rL 6A, ivetO 4 ° -2°C s /(Atou_41. cys ceP sit S DinT df Cl .45 � ltdt id 7b ? ' r' 3. Corrections required prior to approval. Inspector: rs� 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: •••4* aa'ax:.rrar;tdirr,r; f.'- Project: F o yter -) Wor t jai. Typf cti: on Type o � s ewe r +Pt Address: 5R anWay+U A Date called: q -2 5... O i Special instructions: Date wanted: �� q -Zb -O! p.m. Requester: &ar y Day 15 Phone: 2 6. .7s6070 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. VIA COMMENTS: 114 v pu ,dam ( / sr ?'" 3 75 3r7 psg fir) /2.44 t --` 8 ..57/03 wi 3 T0 , E /'wt't. t 0 L4 ft � Fib / 55 - k li ji ID 5 5 y s s lo Date: n / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: INSPECTION RECORD Retain a copy with perm► D2oo o -3S8 PERMIT NO. . (206)431 -3670 Corrections required prior to approval. N.. . s ":#v.':#6a'�'r .,Lo4N.•oi....13.4rY t if{C +4 ° + :. +£i•}GrY+.rc. A uttriGP M6:1k S.:: *:k' .+:K: +i•: Prq ct: q 7/A R t f J 1e17 f i _Type of Inspection: fri �JVrI c Address: Date ccalll d: y /U/ Special instructions: v6 Date ant ': 5f0/ a.m. p.m. Requ•s r: Phone: INSPECTION RECORI Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. loco 3 5g PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: I '7 i& /0,4 4,621 4 Date: 52„, `LXG r ct ,,ep 5p b r_ AI, M M of�-- 7?) 6 Acfc�..�I/, D W /oj X15 Spy ,e I ittetk L ?o( ) 1:p4ia 6c/ cce2 p Op( s l J Inspector: � / �l t�Lw� 6 El $47.00 REINSPECTION EH REQUIRED. P or to inspection, ee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Dater: 4 �:� t. et :4Z kartgl :. me d;: L is 'i-14 :as>f. ,r_xbdA"P'str. :l1} Yf45:4.Ria hiiital Ah' aU56[Li:q. t. • fR..444 'ategi drk ttAW3, ...f ,. C4 2 W ; U'. U O' w CO W W = W 0 J LL co = O W Z ~' I— O Z uj D O C.) co . C) rl /1 ' L I 0 w z U— 0 z Project: � II Type of Inspection: mss. Address: 107).1 f4 : i1A cvt S- Date called: Special instructions: :. Date wanted: a.m.. p.m. Req • ster Poe: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. „ INSPECTION RE1 OR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: (71Cit cyfruir VS LC iu-afr `' RaG Ito t Al Pt/ ,4 / Inspector: V Date: j `l 2 ' 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: rrpark. re.:. � ...s � :. k 7ua w's. , d�a.+e�s 1 .�' qtr' ��” � �u.. ��1„,. tid' ii�bStiaYi#►ti�tu�'� " 'x i :s. .'l:.1!.2.A i.ai� ? «Yiut.✓., ht., xw �a.ai.Srrw,, ■1•.• • i • ?✓ A.4 ttd Yars6i0 Pfi}iV FM. }t. ".1'4�cg ; 4 �r;Y Prc2;9 Type of Inspection: _ Addddrress: 37C?1 L : �% Date called: g -/� f pecia l instructions: Date wanted: // a.m. P.M. , Reques e Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 uw06=3sd PERMIT NO. (206)431 -3670 Approved per applicable codes. COMMENTS: El Corrections required prior to approval. evhf oxc_4(Air-01 4 a LC 4// sito 7D W247 ' 1-624 ei A 4 hit r S ^ �., Inspector: Gv Date: 1 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: i:;,'tv,r l :ib'.vc 3.4 ' A..�.,.6 �. »d'ii Z QQ 00 CO O co L -9 W 2 J. Q co Z cs Z �. H 0 Z al in, D O i O N ill I A I— — .. LLI = ' O HI ■ z P ct: 4 7A awe Sk iW Type of Inspection: Address: /7j4 q r „ J Date called: 0-d/dt S --� pec al instructions: Date wanted: 11 a.m. p.m. Requ s r: / ... (Ni4'1 P one: 2,-66 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. N INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: e)if Aeg i f/31a 5 ('.rw Jet /tQ,rtita ,VJ P.6 a” pi gem a m a � ?- SSS l 3 (04//-3 tip ;p '- r 5c / SI ate Svc To 5 5& i .,n AoRL e $ 5#i// 8 /t/( tr Ot t tkQ CY& 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: Date: +,• .. -,..i . ,,. I. a ".:: ,v •�.lr�;1. nS.L.n 1.S lWk.d.., a.o!s.,Y..�t �'M.4 Y F��w'r: Project: j 4 17 L�'.t� SO ' Type of Inspection: `� r ! � Address: i bl Date called: Special instructions: Date wanted: a.m. P.m. Req ter: Phone. �.c ( - nab o7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 4 tip l , Approved per applicable codes. INSPECTION RECOR Retain a copy with permit ca2J--Z i Ti s X ICU' S fill - C�i'Cp d 6 /A1," 37 0-d ely S fi7it. p Inspector: / Date: J $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: • An PERMIT NO. (206)431 -3670 Corrections required prior to approval. 5 ye/PA f '( t/ ,s t 4/ R Sxi�z 't�b l YiN, i iii . 1 , Ar . . dro: ay, , ; . 24.1 , ;,znrJ5Vai4t.Yr . va.w. ; 44 ,.71sE:AWi14161ui.4L::or. u�,rba.l„cex.�n,� t t.:.o±tSa, ■ Project: ( 1'` � Type of Inspection: 5W1 to 71,9 7c�k q Date called: pecial instructions. Date wanted: a.m. P.m. Requester Phone: Ei Approved per applicable codes. INSPECTION RECORL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ` / � X / 14/ X 5 c°-l- 6 R v prifl le-N s 5 Inspector: 6\I Date: v 3/ $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: sc. a'Iv /":, ,,*14 C,...1, �e6�' k+. �5.', a'i!P'4G44dnp�.11Nu')�tiFa`G:.N� l:4fat;vit Mi . ..44 ix 2 pc.) O o . w w r N LL' w O; u. Q N 3 o F- w. Z '; I 0 Cpl tD 0 I- w w .z 01 z Project: 1/?li GwP. c)Vr'.f/4/ // ype of I nspection: ,r :emir Address: 1619, (4.1 itek oR Date called: Special instructidns: 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. tizwo-3sd PERMIT NO, (206)431 -3670 Corrections required prior to approval. COMMENTS: kw i , , std A o ff, s Inc.f SCA fe4 gt 4L1 / A-r..o4.4 l44-9 4 4,6 77) , edy t bep Ike t4441 a t A140. �-` die crr2_ y Ins Cv Date: Inspector: i D I I ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4y . ae�a,.,�.f:,'s•,rrj:: +s.0 ��:: ` n., tSL�tY ,AittiiGa�4 '« vt` �i` tor.+:.. 81u. y:+.l ktciLSfi�LwJu�' a.... 4i'. ai; +;FYdi:Giti!kk�}!d�.!`Jtixt:!..k 1 J o; U• 00 co 0 Lu J co IL w O }}; g J, u.= HIll Z I— O Z H; O - 0 I— ' ;w w LLJ Z O z._.. Project: 4 A ► `* A QQ T of Inspection: Type o ,5 E Address: ¢. 7 1 471L Ake Date called: Special instructions: Date wanted: a.m. P.m. Requester: 1 _..j 3 Phone: 94,1' INSPECTION RECOR Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 D2� -35d I PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �v ./t.o4pq ti-2. r 6 ,gate r' id, C t r 4.4S 7 // � 4- 1 8) Inspector: Date: Ii140 I $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: • MAN[ N(' gw ar 1 .T : COMMENTS: N O / hr G', GtJ , J( - L,f4F,4., Srw1 7 , -x 3 nNfFvor S(/Uc+;: F..4 S' A. ,e'v . ± 6 Ai /i/4�S 5ctIir14 i ff, A /Tio, .55 tY 2 - P ktrtahLeA Af 0t .J e,) OA) i ( /J. -:4 Oca 5/ ,Oc (»j7 . /t 1 f. la slA -0 Uft 41 A/ U i c - ir r,_ / a/ P d . - yf'�/,� / . ;4.€ ' c4-.(e/v5 rc,�5 ,q�- // 6 t! s , � Ad 42 KiLov -J 1r.3 Project: 1 (74 a,- S Type of Inspection: S� �- Address: I � L{' a Dat c a ll e rG /a / Special instructions: Date wante a.m. Re ueste q yf'�/,� / . Phone: Approved per applicable codes. INSPECTION RECOR Retain a copy with perms INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. Inspector: ail Date: (0/61 $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: n1r4:41 421..7 14 thi ltEV IE&AwN 04 ,, wew.'bL..4UM1P41.s'Yi.UUUT. .ZAA LL=...= : ,ni PERMIT NO. • (206)431 -3670 Fu £fs..?'tiIFR • r1 “w i '.4.41t« ?i iv :&” Or ti 6S re 2 v 0 coo co 4 w 0 g a' CO = 0 ` I•- w Z ; 0 : z Ili ILI D .0 01- uj = V LL o : W Z V N: z Project: ape of Inspection: Add ess• 1077c 47 i� a S. Date called: 5 ?(� Special instructions: Date wanted: I V a.m. , p.m. Requester •501/k+( Phone. 7 786 67Q p' • Approved per applicable cos. INSPECTION RECOR Retain a copy with perms INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. COMMENTS: 7 -6, r zu # fie, cabtfe, AGee a,► Steat. „ty Adf 434 ,5 644/ aid /Led (AA 77) M6fc. sae Inspector: Date: 7/j 11e f Receipt No : Date: Ck.�°. ism, U; �,: �ad1iL�' ih? , iLkk. I:: 7m.' kC�. 9z :nUtka?;r,'��'.ut.. °:i'r�,..•'! 3�.�i�`$ ,.i'.c sh'a:G�+fGti'�sS.�T ; I. 1+ �'...`. �tiri�k"* s ..�'r,3�.rt%"�';:;�.+;.��&i+'�' c'��C��w.fL.''L�' -�' rr.;1aK wisap•Ar" 4!414.1.a II = w' Z � I— O Z H' 0 (0, o � w w : I r. r . u- H! tii Z; o z Project: Z104 K �4 r a ./.. ✓ Type of Inspection: - 5 C Add 6 G 7 ,/f Date called: Special instructions: Date wanted: a.m. p.m. Re sten tiMilhilAt 6:l Ph ne: Y 3.2. . INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector:' 7 /2-0// eskixe 4 5S- CA14 144 ,tote. 4 I? QA / °P isi;i0 INSPECTION RECOR Retain a copy with perms dr3� Date: f PERMIT NO. (206)431 -3670 Corrections required prior to approval. d $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. Receipt No: Date: Kt.: tt 'r.MS'Vtatr11:.:t Zttktf 'c' 1 A' iSk6AcXi'SitDgt i ( :&X Ti'a6rg"'' ?�G '!° "ixx.�oiiilii/sti�tu)f6:Ys "" o-::Y•iak:`ai 6)Y624 444466e6 %V 466 4' S ..€�}.7.�a..a�.s o U O' to 0 co = W O Q 2 Q LL Q . D. w i z I 0 '. Z uj 2 U CI O 0I— w H � O . z Proj rA ",...? T of Inspection: 5„kur Address: A 7 2 9 9247 ' ate-called: - 7 di Special instructions: NO.' Fo 5 reie Date wanted: a.m. 7/2- p.m. Requ ster: kg fi . fir Iii it WM/ Phone: V 252 ??. INSPECTION RECORD( Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: PERMIT NO, (206)431-3670 . _ Approved per applicable codes. Corrections required prior to approval. 7/41 / riA4AA.Aeei 014 ft if-, 6 ) ?d, 721-41,c t4..1(11 ta i,444 eR e hed, 4 . 7P 5e...k.i.P.4 Apta.4. R - >e(2-6(.-ffit7b F pcfs /2-14C (Akk-i) t iiArtmA 5k4..) 61.4fifi F/24,40 t4i 114 atm 5 / s" A . 11 4 _ s 0.40 5-1 )- - 01 I V I CU Jd OAS 7Z) 0..9‘m A, All vibilwf c, Inspector: • . . Date: / 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: •11.• 41. Project.4 / � Pew Type of Inspection: 7 c / //1 dress: le � -f Date called: � �7/d/ Special instructions: Date wanted: Y ieVd / a.m. p.m. Re a ter: f 1 5 Phone: sC INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: T^ 4/'i.‘ f w/ � Aid /1-.04 ti+; A1, z Ao jk.� SG4t•.P 7`l.) i�p /diu' , l; ,.�..,.., , /l) / /tom iitia �s 1 A .�'�i A! X. /1pe x,17 P —A/P.4 vi MGM - Inspector: Date: I $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: 5 „� 0 sia�i5 ksnteKiw kl5 ktlkt��adN,14- sX1ta� C��rlt rr�ali�ldiiXa g oszCLtrs 'aY1 �j : ", %wx 4fYA::ti11!-4S: Project: , Y7 ate y 6trz / / � - of Inspection: sale / Address: A r e 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. .1, PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: „i c V021/1/ (4 11( /7.04(4iCA. ciog Pt) 47 C s7144 /i -7 sw� � f < j c i 1 � ∎1 a./te Fit/ Inspector: 'Date: 6 / 72, 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: u,. r,ui <stats.ti` tilt' k nik trk�tk,rtiAS;di ,s: 4S(4i t: S hor-� Pkr- 1ot3 q2) ec 'pe of Ins Action: - o a n � oat Ill ddress: /01 1)79 -9 LI 7 A v ` cS Date ailed cOa! Special instructions: ,., . Date ntedr .1 Q 1 p.m. nest r: phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Appprbved per applicable codes. INSPECTION RECORI Retain a copy with permit (206)431 -36 Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION itjE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite '100. Call to schedule reinspection. }yu kY,1"1.: £ s....., hHeW(lt ✓�+(�Olfi� kh�1 l��i 44%•44. A.Lri(S+ ii `.w ,.Tti� <rj:�llW9r i4 ' f'rt; t:Z&�r«41.t aFs`.c.:ita}1)�F.�� '�'iA,w- 1.�iy:Y^iv a�a9� r�ti�, ..rv5b nnS'1vtYd Project: l c D/ Type of Inspection: JA:" A diess: 7 2 � 4, Date called: / Special instructions: p D ate wanted: a•m• p.m. Requester: Phone: COMMENTS: Inspector: INSPECTION RECOR Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 - 3670 Approved per applicable codes. Corrections required prior to approval. 6#1,4/ p ? 11b/i.140.4i- c/I /- moo) - p, f F / .1 crn d Ul %" u I Gt 5 / J I m4' to Sf-Q �Z °/ 4 fill 4 e . 611 I Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: e.1 S*7;in' �7 :E4411'a."'?..tz L 1. 41 iK 3Iois'14 ii�.c` .- :40'iE ",{i3'sdi .tiaa.%'iw::a4.. i4kY'1'fix4A'! Vd4RRS A�33�t {1P4.$KM�...AiFek`"e�i:.L�YF� F=> 4 re .J U 0 O' N0 : W W J W O LL 4, Cc CO d I W Z Z N, • uj 2 o, 0 N , 0 1— W W ' ~ O z ; kb Project: Type of Inspection: Add ss:, 7 7 o -. Date called: , r 1: Special instructions: ; ..r '� 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. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: U 1ciV■cAA-A-) p oA w w wd C n�r�`` �2 (i40 -vti. j ,fi{ t-i 2 - v1.1-0-k /� -A-wti scn, �Cr /L, cla �4 i ( 1 , crce / 4 (PA. 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: Date: .-' i .:. M y •/. :yu '"• , TLS i'7,�.'e%r.' tie,+ �a�riy5! r,±-1 �3r, �s:::: w��' �'.,`.`. �:: �:.�..�...:'�'. ? "'�..a:J..:s4:E :�t.;:S�V✓.,. i Y.!..�i.! „^.tu.c���l G' �z:�uk+4i ' {t� `44434 k' °,tk teAititioa`kVO4- �+44if.2tiaRok � V . U A coo; W = J I•- Nu- w O: 2 g a' to m = d ' W H = Z W 2 o 0 I—, i w . W . V I Z V O • INSPECTION RECOR Retain a copy with perm; INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 vL $4 IINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 S thcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1D / Date: aaiit:+rir'' 'ila ^Y' i Project: X7+1► A Short -.. p�af e of In pection: Typ I,�s}t ha be -fore back';, Address: JQ��9 1-J7 +i Ave S Date'called: b _ 12- 01 Special instructions: Date wanted: 6 - 13 - 01 p.m. Requester: Vre4T Phone: 253-'2 J — Q20S INSPECTION RECOR Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA . 98188 Approved per applicable codes. D 2000 -358 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Col/ /o l 51494 `7 tn,u Per i2 e- x ' /7 /as y. .. , « U /f &,)U A IT ac T- t)/ ,5 d /1- 27 ° e /) / t j AVccayuy /4I,A zet c C:12 A/d 6 . Inspector: Date: 6 $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: ..,` 3•.: �rf' �ci �5, �" I "' � �:€ � n l�.l J�at., � .. :=�.,z3irt+bt'��wa�:�a.'ui-'«�n �1..t'��.•'ii' ",.. ` aai.�:.sv� 7�;c�..�.tt:',�....d�s� .,'- :.�.`.. 6 0 0 ; co o, W 0 Q' N d I W . _. z F-, o z 2 Di 0 ; c' . 11 I-- LL H • o . w z U = O Project: y7A a•ue �lc`p y of Inspection: Address: /079- ite 7 TP. Date called: leo i Special instructions: Sp ' Date wanted: 1 `� a.m. p.m. Requester: [} - ,4 /I Ii. 'ft Phone. qq --- 54 0` J Q `J 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. � 5 - 7f PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Tr Leif d-2- A9 stcriL,m P,Wefi 142- sitaa 1i $T Inspector: a Date: (� Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: " ''iui..- .& g+lr�:�a1fC�► h; } clizx 'yQlA'xldak: 112u.'t: k.•�: cc 2 6 v0 N 0 • ' co W W =; W 0 ' g N d W z p 1-- 0' W W • uy I ILI W` u.6 ▪ z ' : U = o z Project: 4 7 1 1 a, 01 Type of Inspection: S /14,-! Address: /0 72 1-J 7711 AN, S Date called:. i 673 iy 0 / Special instructions: r"� 5� Date wanted: a.m. p.m.. Requester: ^ , ,.h I Cie f; Phone: 2,5"x; / Dios' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ela '6 6)11141 11(nAA rtli l Op PX T�..�O ecihA 4 co,f. ��- r- al/ IVY 2 Inspector: Date: /O / / /L9/ $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: Vs." t1 u1i#; w5 +.r..ot. c,4.riuLh,3 i i 2 a,4v+ ktA 4.411%st +;�ts:r i. .L: : #is>i f i� "v 'fr ,4 +',iR+.,�4..,ri.5 .ti:3f. t tila'#J.iNJt „t3 w++A1rL'`< C4 w 2 U O CO, I A O g ; LL Q, Vi a ` H W; Z �1 Z I ' W U � A to W tJ O -0 z O~ z Pro ect: , ... � Ai h la r Lit , Typ of lnspec 'on: yaw S �a Address Da • . led: Special instructions: 1 1 Date : n ed: 4C1Rfr Requester Phone: , L 03 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 P PERMIT NO. (206)43 • Approved per applicable codes. `&Corrections required prior to approval. COMMENTS: v e, w4 '4 %„0, Date: 5 1-1-6 1. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: G, S. �s4�Y� '�.�1:'2�,G��l�`�`"�5`:�'�" �"1�t��� ..�: ' s' ��e�ne�`' �?' s�? �% 5bc6� ".'�'►"$".�c "s;�eii'ts''�;.�cv �¢ 4 W UO (0Q W W W . J NLL g Q s.9. Z �! I— 0, Z W W; n Q` ,Q1- W W ' V` , NL . O z o INSPECTION NO. Inspector: 7 INSPECTION RECOR Retain a copy with perm Approved per applicable codes. P ;.t. 5 kor : ko k k j, P.' T of lnsp at /ern ? ate called: Date wanted: Requester: Phone: Sq 60 ?2 0 p 0 Special instructions: mew CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431- Corrections required prior to approval. COMMENTS: 4 ■ IrO k>Pel Date: '-V30-- 01 $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: aaT u ±4 1R jx 'n::i R:�bsix i;•tilw..� 1 a. �...,,? ,i„nw ,{-.» t,;. txtw ;xfi;r' »at,s:,sr:.11ss4Glr A:2 s :fa de 4.ti.iita: :t:1“ ce U U c0 0 W . LL W 0 co Z ! I- 0 Z F- o ff' W CU 0 ti Z . U N z. 0 z q7c t• . PI I -13 Ty of In pction: - (a" TYr ec l ess D ate call : -4gio, Special instructions: Date wan / / I :� Reque era �t7�G�.6444oyrw 8 P M (1�o.) 9-C INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -36 Approved per applicable codes: E Corrections required prior to approval. COMMENTS: RP vii �m e- U111 4c)t-ri 6 Q �PP rp Uk(A y Inspector: n 14 Date: )45 wO $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: [ t�+'!}5,°�.,1•.'.f:,f�1'7.M�'i �+iYflil[CY/6 4n.aw�.lvc6% • �+�tilyr�+'r.'�Y {� Y•✓,'.�4ai• W DU O Co W W= CO LL' w 0 g J Q t1J Z z F E 0 Z i• 2 o 0 I— s w 1 • Z 4 U N . ' 1 "' Z City Water Meter Permit #: 1) 7.a-e- KNOW ALL PERSONS BY THESE PRESENTS, that C - 7 - 1e,446 s Fas 74 , an individual /general corporation /partnership and existing by virtue of the laws of the State of Washington,. located at // / City of Tukwila in King Co u y, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at i o 7 a 9 1 / 7 A s. ( L ecu, /4, ! 0 4 City of Tukwila, Count of King S tate of Washington, to wit: Legal / D ' Description of Real Property: / � °A- 3 0 (- e r It o 1' Gl /Cwt /& S ko r-r T �G� A/u rn Ler ` - 2016 - 06r7 eco ��f �� u.v�cf e r/ nu.•.6eF 20da.o2 / � t ?0000 9- WATER SUPPLY ASSET Bill of Sale List of Materials /Asset Description water meter box(es) located at the above address, / £; lineal feet of 3 /9 inch meter service line(s) with appurtenances, made of "E /C 99L■Cmaterial type with an installation cost of $ a co . coo , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whom so ever, lawfully claiming the same or any part thereof. P:PW Dev Engr /Forms /Water Supply Asset Sale SELLER: County of King EXECUTED at the City of Tukwila, Washington on this -s day of `Tune 20 ©2 TITLE: aw1 BY: TITLE: STATE OF WASHINGTON ) ss On this day personally appeared before me C, iktc Ab 3 To be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as A 5 free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN u der my hand and official seal this S" day of , 20 0 Signature Print Name My commission expires S- ( P:PW Dev Engr /Forms /Water Supply Asset Sale '•.ISO IARY PUBLIC in and for the State of Washington, residing at (./t1 2065282202 0 DATE: April 6, 2001 SEND TO: David McPherson FAX #: 206.431.3665 FROM: Paul Fong Comment8/Special Instructions: RE: Tom Foster Your File #D2000 -358. Dear Mr. McPherson: Attached is the Assi tt FIRST INTL BANK WASHINGTON FIRST INTERNATIONAL BANK 9709 3RD AvE NE SEATTLE, WA 98115 (206) 525-8118, ( 206) 528 -2202 ( FAX ) FAX COVER SHEET TOTAL PAGES (including Cover Sheet): COMPANY: PHONE: PHONE: Notification phone number if not received properly is (206) 528 -9303. Paul Fong Vice President Residential Lending Original Will Not Follow. .z.. Original Will Follow 1y: XXX_ U.S. Mail Overnight Package Rand Delivery. 485 P01 APR 06 '01 16:00 City of Tukwila, Public Works Dept. 206.433.0179 (206) 528 -9303 ent of Loan Funds for the above project. Please give me a call if you have any The information contained in this fax may be privileged, confidential and exempt from disclosure under applicable law and is intended only for the use of the addreesee named above, If you are not the intended recipient, or the employee responsible for delivering the information to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited, If you have received this communication in error, please notify us Immediately by telephone (collect) to arrange for the return of the material. 'thank youl RECEIVED CITY OF TUKWILA APR 0 9 2001 PERMIT CENTER 4 b Z000 • 35'8 April 6, 2001 Northgate Main Office 970')'Mini AvHIIue N.I Seattle, WA 91115 1206)525-H111 (2106) 528 -93(K) (FAX ) 2065282202 WA,FIRST INTL BANK 485 P02 APR 06 '01 16:00 / WASHINGTON FIRST INTERNATIONAL BAND Washington First International Bank hereby establishes our Assignment of Loan Funds in favor of the City of Tukwila in the amount of $115,517, (150% of the attached contract bid). This Assignment of Loan Funds is issued in connection with the construction project known as 10729 47 Ave. South, Single Family Residence, in Tukwila, Washington, to guarantee the installation of the Sanitary Sewer Mainline. It is understood that the nature and extent of the approved improvements is defined by the approved and any subsequent amended plans and conditions contained in the City of Tukwila File No. D2000 -358. If, in the determination of the Director of the Department of Community Development, Tukwila, Washington, the above referenced improvements are not completed as required by the approved plans, conditions, and applicable City standards at the above location by April 1, 2002, or by the expiration date of the required permits, which ever is longer, and if no extension is approved by the City of Tukwila, Washington First International Bank agrees to pay to the City of Tukwila, upon a written authorized request, the sum of $115,517, or such funds as necessary to complete said project in accordance with the approved plans, conditions, and applicable City standards. Payment shall be made within five (5) business days of receipt of the written request from the Director of the Department of Community Development, Tukwila, Washington. This Assignment of Loan Funds shall not expire until released in writing by the City of Tukwila for the required completed improvements. The written authorization will be the "sign -off' of the required permits; otherwise, such release shall be provided upon request when the required improvements have been completed as provided abov - Washington First International Bank 9709 Third Avenue NE Seattle, WA 98115 -20I5 Loan Number: 3001030002 Tom Foster as Borrower CITY OF TUKWILA ASSIGNMENT OF LOAN FUNDS International District Office 115 South Weller Street Scuttle. WA 91104 (2061292.188(1 (2045) 29241111 (FAX) Paul Fong Senior Vice resident Residential Lending Washington First International Bank Phone: 206.528.9303 Fax: 206.528.2202 Eastside Office 2331 1300h Avenue NI: Bellevue, WA 914005 (425)1482.1843 (425) 882.8886 WAX) DOOO•35g Federal Way Office 1035 5. 3:0)11 Stmel Meru' Wuy. WA 9)4003 (253) 139 -3881 (253) 839.3887 (IeAX) Z ` rbo J () tJ 0 to 0 W w . wQ gQ D. iu z �. z 0 Lu 0 0 ; r; 10 I— lu W' • z ' . • 0 ~' z 2065282202 L4�FIRST INTL BANK APR -IA -01 01 .3APU I RCPM- Snatllu Mi 1J11n S Cut' WI Benson Excavating Inc. 22009 SE 424th St Enumclaw, WA 98022 (360) 825 -4294 NAME /ADDRESS. Tom Foster Sanitary S. CUSTOMER SIGNATURE' • NO'l ]NCLUI)EJ) IN AIL) PRICII, 1. Penults 2. Soil testing 3; Boring mulct Ryan Way 4, Shoring for boring pit ( 35xi•0 ) S. temporary fi-uciug DESCRIPTION ._L...__ Sanitary Se I • DESCRIPTION Install Sanitary sewer Across Ryan Way &. down 47th Ave:.S. Pear plans dated 01/17/01 Ltstalli" Stab from Manhole #3 To East' Side of47th Ave for future use 485 P03 APR 06 '01 16:00 Cub C44 14dtl I -L14 I' Uu4 /0ub F - b(b CONTRACT ESTIMATE or( I CON I MAC roRS SIGI <IA WRE ' DATE I ESTIMATE ... i 3/28/01 ; 65 PROJECT Ryan Way TOTAL • RATE 1 TOTAL 48,847.00 48,847.00 980.00 I 980.00 549,827.00 D2000 36% • D 0Os U) 0 CO 9 � W 0 : g Q' rn cy _, g. in a D 0 ,o Lu • o • o Z; . w � I 0 2065282202 WA FIRST INTL BANK AIR OG 01 U1 :311I'L1 I'PIIM- Cn :Itll Mu fin S Curliest l 111obiSltFNloe 12 24" °Wog tie It" D J EGG g 4 14Jb 47th Ave S NOR TH WEST BOA/NO Cla INC 1334e NR 777th Pi, Woodire ZO•114;er - 01 PROPOSAL FOR: �b WA 9son �2s- 4ss�gl�� `17th An huh . Dawn sneavaiisa Did Dotedptiaa Quantity whit nit V 1 TOTAL. Lwr4+ Sum } i 8 51.500.00 90 LF Ls P20,444.00 OPTIONAL Ieetet "ooatravLorfu nedtod" DI 00 LP L6 pipe on NWR =piglet' °Mucking ". ;3,2+10.04 and Stainless steel Wapping TOTAL 327,141.00 Piga 485 PO4 APR 06 ' 01 16: Nits f• 005 /005 F -6T5 ucr ft raga e/I Mar. 20 20tdt 1X :4te Poo Tina piers r. og a e* i idtb ae4 w/oll lie sieve nii seed sing pipe .211k- Oka prep and sarloratien iy olhctta. 1Si and is requested add 2!4 to tai& hid. Wo supply 55,000,000 It! liability insurances w/ooatrsetof listed as additions/ insured. Prinuoy eavcra e4 ma 1lEIXplitled mid). This price excluders fjM ems in be /applied by the GC, pararal ooetr a ISr) Yanking r: l! REaviving Pita Wlshorigg, 13c retednp miens the enbire ef8samant ertunnel, b gslitattIrM thurveying. veil haul signing and inning, Tesiiil& eaeaaeNs„ permits, pazii'is adjacent to pit, neaavntion ofibnelgn objects sutet ati pllbi& lvrA dthd., rook tar tilts. Aoacat to and from too yit Wi cnir rubber *ad make, peanits, onwlw atteitotign todtitioe, Utility locals taduding pot-holing of existing udW4a, site ,yutu .Lhiy Rode excavation, (depth of *Aging utilities mg be ol7lf:aal by GC) •ere Thew are no Goe eehntesl reports supplied Ibr this bid. We ecpii dy Gaduda costa of ixotteetino at "mot" , either boulders too 14180 to drill or iulld rock condislaaa• Costa Rrt that tied of work wife be entrn_ iackieg sat#h lllg pit suss 0% It i' L L 24" Below mitt *tossing. It shall have a mLiimum spun in dm: (root saciian of 22 Wand • airaaoe olf the bottom t fthe pit Ier unss•rnetnbena of teal (i.e. mattes in bows) &IWO Pit 8' it S' MXICContliCter ill hsvc his t jcokinn cud m awing pits and rho ptupwuxd berms too piPrjeukiug stew arsiral, Nt>KIMtl dif &odors, Ca, Ina rawfls is an man but not a DAR %m r maxi tvp5m4705323 } Din old W. as Mx is: saldolate to s1VWv glib* subooplml ws rn: WWI Ia gigs I/ g.10 'YD t4f1 DaoOo55t U; t..) 0 te 0 to u. w 2 g J, la a w _ Z� 0 Z F- LU mu U� 0 F - ; Wu J = - V! 111 Z U N Z PHASE I QUANTITIES: LOT 3 Cut: 511 yards Fill: 4 yards Net: 507, : yards (CUT) PHASE II QUANTITIES: Cut: 2020 yards Fill: 7 yards Net: 2013 yards (CUT) GRADING QUANTITIES PHASE I & II Cut: 2531 yards Fill: 11 yards Net: 2520 yards (CUT) notes.txt RECE,TI UKWILA CITY OF FEB 15 20 PERMIT CENTER RECEIVED FEB 1 5 2001 TUKWILA PUBLIC WORKS � N W 3 NW, W' } O ' Q Fir .W W;.. 2 0 U 0, O -I W W; • Z: Z CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: January 26, 2001 PROJECT: 47 Ave. S (SFR) — Thomas Foster Shortplat PERMIT NO: D2000 -358 PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. 1. Revise plans, per meeting at City dated 1/26/01, with Civil Engineer for project, Shupe Holmberg of Baima Holmberg Inc., 100 Front Street South, Issaquah, WA 98027. (425) 392 -0250 UO o ' N w `- cn u. wO Q , a z F- 0 ;ON ,. CI (l i r la 1- 0 _ 01-; TO: Baima & Holmberg Inc. 100 Front Street South Issaquah, WA 98027 cc: File # 425- 392 -0250 Attached is the following: These are transmitted as checked below: LETTER OF TRANSMITTAL PUBLIC WORKS DEPARTMENT DEVELOPMENT SECTION - - * 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 (202) 433- 0179/Phone (206) 431- 3665/Fax Date: January 25, 2001 Attention: Shupe Holmberg, P.E. RE: 47th AVE S (SFR) - T Foster SPL D2000 -358 [X] Plans [ ] Letter [ ] Reports [ ] Easements [X] Other Quantity 1 Description Redlined plan review checklist Redlined plan set — shts 1 thru 3 of 3 [ ] Preliminary Review [X] Resubmit 4 copies for approval [ ] Submit AutoCAD Disk [X] Detailed Review [ ] Approved as noted [ ] As requested [ ] Returned for correction [ ] Submit mylars [ Remarks /Comments: Attachmentand samples are provided, as applicable, to facilitate plan or permit approval. NOTE: The City prefers to handle non - ammonia based prints. Signed: c7id (206) 433 -0179 ext. 1638 Dave McPherson Associate Engineer CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: January 6, 2001 PROJECT: 47 Ave. S (SFR) — Thomas Foster Shortplat PERMIT NO: D2000 -358 PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. 1. Revise plans, per meeting at City dated 1/06/01, with Civil Engineer for project, Shupe Holmberg of Baima Holmberg Inc., 100 Front Street South, Issaquah, WA 98027. (425) 392 -0250 w w. -I u : ii o LU ff'' a1 w W!: H - O Z V -r O MEMORANDUM November 30, 2000 To: Brenda Holt Permit Coordinator Fr: Alexa Berlow Associate Planner (206) 431-3673 RE: 47th Ave South Single Family Residence (D2000-358) PLANNING DIVISION COMMENTS The short plat for this property is currently under review. A building permit can not be issued until the comments have been approved. ba000- 35% Asphalt Concrete or Bituminous Plant Mix Replocement Patch Cut with Pneumatic Pavement Cutter Existing Asphalt Pavement i� •ice •i Existing Rigid Base 5 /13' Minus Compacted Crushed Rock unless otherwise Ordered by The City. Saw Cut TYPICAL PATCH FOR RIGID PAVEMENT Existing 011 Mat 5/B Minus Compacted Crushed Rock unless otherwise Ordered by The City. Concrete 150% of Existing Depth Asphalt Concrete or Bituminous Plant Mix Replacement Patch 150% of Existing Depth City of Tukwila Saw Cut DATE: 11/15/96 Existing Concrete Pavement 5/8 Minus Compacted Crushed Rock . unless otherwise Ordered by The City. Saw Cut Existing Asphalt Pavement 5 /e' Minus Compacted Crushed Rock unless otherwise Ordered by The City. TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOW 3 NOTES: 1. All work to conform to the current Standard Specifications for Road, Bridge, and Municipal Construction. 2. A minimum of a one year guarantee is required on all pavement patching and overlays. 3. Controlled density fill in place of crushed rock material may be required in cases of recent pavement overlay, or as directed by City Engineer. PAVEMENT PATCHING Nat to .cab. RS -3 PIA IMPNWINMIIIM Z >. 6 J o' UO W = , J I.— CO IL W O }} ' IL < D _ W H =; z1._ � z t-'- ul U 0 NI CI i— W W -- z Ui Z PROPERTY LINE Materials: (AIi New) PVC — Min. schedule 35. Concrete — When Boll conditions permit and slopes are less 15%. Ductile ron(poyethylene than encased) — peat or potential corrosion areas. Ductile or Cast Iron — Justified due to scouring velocities or soil problems. Coven 12' Min Cover required over all pipe. Slope: Min. 2% Max. 20% without anchors Anchor for >2011 Plugged Clean Out (T otal 90' requires Clean Out) Long Sweep Bend 4' Sewer Pipe • Clean Out 6' Plug 6 X 6 X 4 WYE 6' SEVER PIPE Plugged Clean Out / MO) 10' Min. Solt Plpe Adapter (Remove or Fill Existing Septic Tank) INSPECTION TEE AT CRY R/W UNE Show Address on f Plan. 523 BIRCH ST. City of Tukwila 3 STREET B' or LARGER MAIN SEVER Use Saddle for Existing Main. Sanitary Sewer Must Be 18 Below Water Line When Crossing. Test Tee & Clean Out Detail ` 18' 18' Mina i Cover unless extended to Grade. J CRY R/W DATE: 11/22/96 SS -1 1/13" Raise — 1/2" Wide Border Cast Iron Ring And Cover Pipe Material As Specified By The Engineer 3/4" Squares Spaced-3/4" As Indicated—Kt 1/8" Side Sewer City of Tukwila - 71 ( wow- 35g CLEAN-OUT DATE: 11/22/96 SS-2 Not to mob. reo woomarromaNium 0015/2001 09:17 Ac • 5 Ti esd plf#' • W•ork Dpa City .stan:aarc oniisi`:ons' wh adaoptdd sfan for the aceq • dekignpr. dr#iwirigs d.fter and will requi fo'r' subsegiueri Final Eicceptan the Public W Date: Pcnrver tow 3913055 IMA & HOLMBERG; INC, • 100 Front:Steet South • lSS QUAH, WASHINGTON•98027- 38.17• . (42 ► 392.0250: SAX (425)' 391.3055 5 .9 ‘°:; • ClAc i ' v ; j . 0. 41-e- A • 11/30/02 BAIMA HOLMBERG INC PAGE 04 1511 De) 4- JOB SHEET NO OF / / CALCULATED BY '�` DATE 6/ 7 7 /�Q CHECkEEO BY DATE ` /// SCALE . A i v 14 ' i 01 4.• ito0100110+ 1501*139 V; Ti lr . � VA C i6ei V fiJ 4- ‘Aorla'rtii v0 GitN)f :. 16., aifflEasiu.a 02") O,A.', � o,,, � 2 t . t,4511,41: y E C. r • qf: 1 q I 1 • m nt•.for'conformance' 'i'th• :,turrerit • s.. AcceptahCe is subject t.. rrors aria.. ch do,' not authorize violations ands or ordinances. The.'responsibility U "9 acy '• of the `design rests totally with t • dons, dOletions •or reVisiorts to .thesel • w G e thii date will' void this acceptance " i473r14Cr : &N ��• . . . . ; Ora . I x i Or e a resubmittal' of revised drawin approval.'• gs Q VAr e � 6 , g S 5ee • - T 5aL'L'iA) • • ... • �e is subject .to field inspection• by • • rks :.utiliti'es inspector. 5E(!) 'W . �r _ C 1 s 1 v.- c • By: - 1,en41 L- o' 1�T.s � 01.1 24 . 2tE AW'At3112tG Coo te-i " rt to quAkult ff *(L5 sou- igX R wi o 41 546 Nouttvvoi rim •''Ferri" /Algae str+41. CRoSSNIC r b20 451 - ,nTPrt,r nuVInt"..?:"F T ; v?,w rr....,r ...rri wrAr!Olf.Ht'LC1914 :ietc .. "yiyuux p{gN w 0 0 N 0 J H A LL. w 0 g Q ui a I— w Z � Z w D 0 ' 0 N .,_ Ill w I U i • -~ 0 Z U n ' 0 I (IN : VAULT) . :URBCUT IEPLACE IDEWALK 1 ARDS & CATIONS C SSMH #3 . STA:1 +51.6, 12.45' RT. RIM =98.2± MATCH EXIST. PAVING INV= 90,08 (SE) IN ---- -� �r _, I.NV =89.89 (N) OUT • 1 PROPOSED DUILDINC ' 11/30/02 • J • 18" NO. SU 110 STEEL• CA INC '1 8g '` 4ovalj � Ex. DRIVEWAY SSMH #4 STA:1 +.78.88, 35' RT. 1_i 20. 81 INV =9O RIM .3=96.00 R_-482; . (NE) OUT ROOF DMA DISPERSION •�. 1. -.. -.- -SEED i • • t d • 46■ I '.POLE. ,.Q h? 30' •• .. 35'x 10' BORE PIT SSMH +2 • STA:0 +64.4, 7.64' RT. W -- 1tIM =96.0± (MATCH EXIST PAVING) :INV =89.08 (S), IN INV = 88,98 - (NJUT EX. CDC' RfDA =98,30 ' • • INV =94.56 (18" ) • 'SAWCUT AND RESTORE PAVING PER CITY OF TUKWLA STANDARDS & SPECf1CA11ONS '" 3OLF 8" PVC SS STUB ® 6.98% PLUG & LOCATE END W/ 2 "X 4" POST PAINTED WHITE, & MARKED "SANITARY SEWER" & WIRE TIED TO THE END OF STUB INV =91.15 00 z SS STUB (S.E.) 87LE. 8 "6.1. CL50 0 RT. 0 _.....: 90LF•• 8 "PVC .0: 0.51 % -:.. _:. • . `-4" PERF PIPE INV =92.1± ®'CROSSING SSMH • 4 STA:1 +78.88, 35.37' RT. RIM =96.00 INV =90.36•• (S) IN INV =90.26 (NE) OUT • 36LF:.. 8 "PVC 0 0.50% • SSMH #3 STA:12 +51.6, 12.45 RT.. RIM =98.2± MATCH EXIST. PAVING • 1Nv= 90.0r(SE) IN 1NV =89.89 (N) OUT PROPOSED SANITARY SEWER PROFILE HORWZ. SCALE: 1 " =20' VERT. SCALE: 1"=5' ,�f A�TP�Q !�1 t ett is x • .10' •BOR PIT GO �N CNn mf "..._. ..... . STA:.0 +64.4,. 7.64'. RT. . RIM =96.0' (MATCH EXIST: PAVING) INV =89.08 (S) IN INV =88.98 (N) OUT LO h-. 49LF 8 - •STA: RIM T 0 EX. 1N V= I - o w . a E;/15/2001 09:17 3913055 C&,44 GPa/ pPlantt Mot sptacsms't Pi =:1 , • Cul ;ate PMUInati2 Pa.:man; Cttt�ar Ong Aapriatt Pawr+IA: MINIM diMI. /MN 4 dir V. I __ �/� /�I� /����j �i oi: i � ° _i i � � �'i i � � !Y i. 1.: ^�� t�. c �1���i� ' Us:Tnp, Nov: idss • 62 711 BAIMA HOLMBERG INC cfr*Cg() N 4 119frt .e C l 0% Saw Cut V Camas tti 15 X e� guitin app tust'M Conant. Pw..enant q ,rAvo C'p P VA ►�� PAGE 05 Fr arin UT54 44 E. TO `AE I//21 'REP THEE C tTF oP TUX 0/ 4DDiT1mmit 40A4 -cr G 2Ua#p G *p pg. 0114Ea- O c re We *k' 'Q D Da0003S* 06/08/2001 13:53 3913055 BA1MA &•HOL.MBERG;'INC. • 100 ront St SoUth ' • 1SSAQUAH,•WASHINGTON 98027 -3817 ' (425) 392 -0250, • . FAX (425) 391.3055 • � ":' t `c R9 r , .5 0 ye l. . � •, is v ; � ; ��� �, � �� 2o L • �' 51 .' 02.2 • �•,G 9.� . At/( •1. II- P .p gdSTE," N a • . SU�V Crt�►f C llr/ ; .. . • St w�cs::t, • . "• 'Keep Is • N.. I to u.E .i... • i 136TUJI,Vt.. 1Z." loU tl- IL. ? :V( . ciii s 1 f.-5 I I i i ; H . •. • 5E W4 _ G12o5s ta- de IZ000 3 • $. • • • - • �Ze,V IS tOn' ( 's have been reviewed by the Public ";,�I« '15 . V rks Department for conformance with current i. andards. Acceptance is subject to errors and D 0 ong1 issions which do not authorize violations of ��. adopted standards or ordinances. The responsibility fot the adequacy of the design rests totally with the debigrier. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings lot subsequent approval. I EXPIRES 11/30/02 ' • L � _tee_ 15114-11:1P' . 1 4 BAIMA HOLMBERG INC PAGE 03 S1jEET NO OF 4 LCUtATED BY C11ECKED BY SC DATE DATE t,A51 t 677/0 Final acceptance is subject to field inspection by the Public Works utilities inspector. i1. '`I Date: By: 6 , .1... . z re 11 J C) V O cn W u) U. W O 2 g J �W z O o7 o I— Ill I V ' ' 0 ` W Z ' I z rEVIRES' . ...11/30102 • • :! • • • ' ' 4dc• R v. • • .POLE.' • •22" STEEL: BORE CA INS 'URBCUT 2EPLACE • :IDEWALK 'ARDS & •.: . CATIONS • • EX, DRIVEWAY ji 'SSMN ?4 STA:1 +78,88, 35' RT, L:=120.81 RIM =96',00 •R= 482;.74 .iNV =90,3 INV =90.26 (NE) ROOF ORA DISPERS TREN ION _ • ti _wd•- _......__._.. • SSMH #3 • STA:1 +51.6. 12,45' RT. RIM =98.2± •'• MATCH EXIST. PAVING INV =90.08 (SE) IN cr. �_._- __[NV =89,89 (N) OUT' PROPOSED 'BUILDING rr •-n•7 • • • • • ... IY 30' -1 5.88: _ . - - 1—.7 .- - — _. • 35'x NOTE; 10' BORE PIT• .: • • • . VERIFY HORIZONTAL AND VERTICAL LOCATIONS. '.• OF EXISTING UTILITIES 'PRIOR 'TO BORING. • • • • �. • I • / • � . • R. 0. W._•.•• IK: I \. • •RI1.= 98.30 • • • • INV =94•.56 (181 SSMN #2 . • S:TA :0 +64.4, 7.64' RT.- W'- =96.0± (MATCH EXIST PAVING) '•• ''.� INV =89.08 (S) IN _ . •••-' • INV =88.98 kl II — ,•� ' SAWCUT AND RESTORE PAVING PER CITY OF TUKWILA STANDARDS & (U4 VAULT) i �� SPECIFICATIONS " • 3OLF 8" PVC SS STUB CO 6.98% PLUG & LOCATE END W/ 2 "X 4 POST PAINTED WHITE, & MARKED "SANITARY SEWER" & WIRE TIED TO THE END OF STUB INV =91.15 • w -- p _........... _. _ _....... s 2 QUO m Nw w 0 C m 2 =v th Z Z0 w p , c m n U c n ;. al O W W' V Z Z n : 0+47— SEWER rums • 11i3o/o2 . . 1 • 90LF 0 0.51%* • \-4 PERF PIPE INV=92.1± @*CROSSING SSMH #4 RT. STA:1+78.88, 35.37' RT. RIM=96.00 • • INV=90.36-(S). IN INV=90.26 (NE) OUT 8" SS STUB (S.E.) SSMH #3 • • • ••••■•• •••••••• ••••••• STA:12+51.6, 12.45' RT. RIM=98.21 MATCH EXIST. PAVING • • INV=89.89 (N) OUT EXISTING GROUND: A-22- . SREL BORE CASING Tv '14-e ri 4.) co cd (3) PROPOSED • HORIZ. SCALE: 1"=20! VERT. SCALE: 1 - ...... cA7 vo n of cw ats9'' SSMH #2 ........ ..... ........ .. STA: 0+64.4, . 7.64'. RT. .. RIM=96.0 (MATCH EXIST PAVING) INV=89.08 (S) IN INV=88.98 (N) OUT 0 • . • - • • ' " ' • 49LF • STA: C •:.- • - RIM T (-) EX. INV=8 - u m csi 06/08/2001 13:53 3913055 kephat Gait/IL Or Par:keys PIart ,Reoleseirneet PAY:Pt CL vlUt linitiinatlz• • Pavement ,P.tai tierria Aaptkolt iscrimett. 0 -ez .0•1 ale .1414 0=4 •at. .••• •■• .■■ om■ Im• . 0 . 0 . ••• or. 4=4 leo 00A /0/ ..• / ND a. 00 =44 4=4 MID 4=444 4.4s 44 4 4 . - •=4 1.0 ■■• awl •10 •••■ •Im lam Om ma am am am am ma ma ma. am am. we ,ma ma ma - --- ---- ---- .■ w■ gm, EeistIng Nala Sam I F.,33 11/41 42 .,11/30/02 4 ' 1 1 (CAL PATCH FO BAIMA HOLMBERGAIC O ? ti / tif (4 co 6 ;ie t te e 1.. RIGID PAVEMENT Saw CIA PAGE 02 f.(4:14 Generate Pavement 1 Apr. 11 2001 2:42PM DESIGNS UNLIMITED 7. RECEIVE APR 25 2001 BUILDING DEPARTMEN EXPIRES D3-16 E. �t 4 2X10 FLOOR JOISTS OR TJI'S • 16" O.G. SIMPSON ASS FRAMIN6 AGHOR • EACH FLOOR BLOCK EACH SIDE 04 BARS • 12" 0.G. EACH WAY AP 14 BARS • 12' O.G. W/10" HOOK • ROOTING, SLAB ON GRADE FG • 2500 PSI FY • 60000 PSI a 4 Ito 3/4 GLEA L=C f. !AI • v • 10 ": H / b .. / b" 6h1 J 253B• /23648 2x HP PLATE WITH 5/4" DIAMETER • 5" 0.G. (MAX) OR 7 5x HP PLATE WITH 5/4" DIAMTER • 16' 04. (MAX) OR PER SHEAR WALL SCHEDULE IF LESSER SPACING, IS REQUIRED. 7 13 . P• u 1 11 11 I I I I I I r I PAINT OUTSIDE PAGE W/ ASPHALTIC EMULSION I' -O" FREE DRAINING GRAVEL NOTE' FLOOR FRAMING,, 5HEATHIN6 I ALL !MKT WALLS TO BE IN PLACE PRIOR TO BAGKFILLIN6 FOUNDATION WALLS .1" MINUS ROOK OR - PEA GRAVEL. WRAP ROCK W/ FILTER FABRIC 4" PERFORATED PIPE (3) M4 HORZ. GONT, (LAP 2'-O') IG-r b1C rm L7 ••/1 IAII CITY 1 F TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, NOV 1 3 2000 Tukwila, WA 98188 Telephone: (206) 431 -3670 PERMIT C RE,tIVED CITY OF TUKWILA 11-15 WASHINGTON STATE ENERGY CODE COMPLIANCE E C E FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: l��!c C�y �� 2. WINDOW SCHEDULE: Fill in the window schedule (gas, oil, propane, heat pump, electric) calculate the glazing area as % of the conditioned fl o a ea Pon the proposed residential design and 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage option at top of column. (See back of this sheet) will determine ich option to F ILE COPY MODEL # TOTAL GLAZING AREA 3185 S.F. + TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. `-&NRGYCOD.DOC 2/13/97 '7:n *4.04t4ok *A44 7" ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM _ K 5- 8 i /00 BATHROOM FAN 50 CFM N 147 6 684 6 BATHROOM FAN 50 CFM Al - let e- 686 6-6 BATHROOM FAN 50 CFM AI wro yl e L e6 LAUNDRY FAN 50 CFM 'ro��e. jLud .c0 ❑ WHOLE HOUSE FAN 0 50 CFM (1 - BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) CO 100 CFM (4 BEDROOMS) 7Q� n_ fdo 00 NO larger CFM requirement. ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES If a spot fan is designated as a whole house fan, the capacity shall be the ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed 0 Whole house fan wiring O Whole house fan shall !. T I L / ' kvv► Sone rating / 5 (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: S$S YES \ NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. El Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: EI Central forced air furnace which delivers outside makeup air through the ducting system. CITY O; - TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 ~. Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. H -1 ACTIVITY #: ENRGYCOD.DOC 2/13/97 z 6 0 0 w 0 , W i J H u_ W O Q I- W Z 1.- Z 0 W D O N 0 ~ W WI F- -O LU O N H- O z RECEIVED CITY OF TUKWILA • CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I PERMIT CENTER NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC AFUE Glazing max: • % : of . floor U- v 2 Door U value (R value) Ceilings with atfics vaulted Walls: above gra d . b el g ow rade "interior ;exterior Floor'. • Slab'on grade :.? HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) > 7f 10% 0.70 0.40 (R-2.5) R -30 • =1 >.78 12% 0.65 0.40 R-30 R -30`,: R15 R -15 R -10 R- 19;:; R -10: 21% 0/5 0.40 (R -2.5) R -30 R-30 R =19,' R -19. R -10 R -19'; R -10' >.74 21% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -19 R10 R -19 R -10 OPT VI* 0 .78' 25% 0:50 0.40 R -2.5): 38 > is 30% 0.45. 0.40 (R -25) R -30' R -30 R -: -19 OPT I 0 R-15 R -10`` R19,;, R10 OPT II OPT III 0 > .88 OPT IV 0 > .78" 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10. R -19 R -10 * < two stories ' The " >" symbol means more than or equal to; " <" means less than or equal to. z 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. choice. Notes: ENRGYCOD.DOC 2/13/97 ❑ YES ❑ NO OPT V 0 Option may be a better NOV 1 3 2000 OPT VII* 0 R10 R25 R -10 Approved by: Date: ENRGYCOD.DOC 2/13/97 OPT I 0 OPT II HEAT SOURCE: ELECTRIC (except heat pumps) OPT III OPT IV OPT V OPT 0 0 O R -30 R -21 OPT VI 0 R -2 * < 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 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: CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I • ∎!.. ....smnyvakt rows 'ayr v.Iro l r_ ∎rmO'IyPVT',VyC r.,- z re 2 U WI J I_ W O g Q , = d W I- Z � H O Z W 2 p' ;O rA 0I I 0 lil Z N I-' F. z ovember 15, 2000 Thomas Foster 6450 Southcenter BI, #106 Seattle, WA 98188 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -358 47th Avenue S — Single Family Residence 107XX — 47th Avenue S Dear Mr. Foster: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 13, 2000, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Joanna Spencer, Development Engineer, at (206)433 -0179, if you have any questions regarding the following: 1. Provide utility site plan for water and sewer from Ryan Way. 2. Provide location of nearest fire hydrant and underground power. 3. Provide sheet prepared by Baima and Homberg. 4. Show contours in 2 foot intervals. 5. Right -of -way issue needs to be resolved along 47th Avenue S. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -358 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206. 431 -3665 Permit Number Owner Name Project Address Contact Phone Number Test Hole No. 1 1. 3£? seco -7,1 2 5/0 ;4(45 3. ' O S e_Cza kUk Percolation Test Results Public Works Department City of Tukwila Timed Test Results Place additional test results on the back. 11-4 Contractor or Owner's Signature P /pubworks /forms /percolation test directions RECEIVED CITY OF TUKWILA ,� .. 911(1(1 HERMIT CENTER T ma F k K /07 XX 4/7 Ao-e S. Lei 9 me rr1CVS Pc re I r &ci .2c9G &4/- m"22 Test Hole No. 2 1. S<?Ga 4 L 2. 3. Li Z sc.C.a :-ich I certify that I conducted or witnessed the Percolation Test Procedure as stated in the City of Tukwila "Percolation Test Procedure" handout and the timed results as stated above are correct. /0)/ g000 Date D2f 3 Page 3 c' pr e. •- 5 ke,1 e DF3')I i.e e p ew 1 o 12,• ft) r •7 e s At) 1, I ) L S C.I.. fl Le. J z- y e •r 'r 47.f eduilri:74 tL 4 31 J() hu J P_5 ) G4ST uJ6S d o el e. e...) el I 'T • OeStGNS UN.IIV1ITED STOCK PLANS • C U S . O M DESIGN RECEIVED CITY OF TUKWILA NOV 1 3 2000 PERMIT CENTER Lateral Load Analysis Plan — 2670S/A/2 Per 1997 UBC Wind Speed: 80 mph Exposure: `B' Seismic Zone: 3 09/26/00 The lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. op V woo-s • 19613 181st Ave S • Suite F ' Kent, WA 98032 ■ (253) 872 -2580 • Fax: (253) 872 -364E ■ Email :designstudio ©designsunlimited ,corn I' d c); u) CD W J �{ N IL. ` Lu a : v ; I- W Z I- 0 Z � 2 id U 0 �. W W Z ! U Ni B 36.0 C 38.0 Story : 2 Walls : E 7/16" Sheathing w/ 10d Box Holddowns: C Simpson Strong- Tie ._ Hn1 Armin _1_. .__.. 09 -26 -2000 2670SA -2 2 46.0 (Gr III S ecies 1= NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 4. A B 36.0 C 38.0 Walls Holadowns Struts X Story : 1 1 09-26-2800 2670SA-2 2 46.0 E 7/16" Sheathing w/ led Box [Gr III Species 1= E Simpson Strong-Tie Holdown I gr III Species E Simpson Cnnctr I ---- _ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ■ SW # Shear Wall Sheathing [Thick (side)] Edge Nailing (in oc) Anchor Bolts (in oc) Bottom Plate (in oc) Rim /Blk to Top plate (in oc) Allow Shear (Klf) NoteE r- ICVMV'Lnl0NCO01 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 6,7 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w /12 -8d 0.17 6,7,E 7/16" RS (1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 1,2 7/16" RS (1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w/12 -8d 0.34 1,2,4 7/16" RS (1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w /12 -8d 0.45 1,3,E 7/16" RS (1) l0d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w /12 -8d 0.60 1,3,E 7/16" RS (2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @l5 w12 -8d 0.72 1 -5,8 7/16" RS (2) 10d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -5,8 7/16" RS (2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 1 -5,8 T for Toe Nailing; GB for Gypsum Board; RS for APA Rated Sheathing = [ Shear Wall Schedule ] [ 7/16" Sheathing w/ 10d Box [ Shear Wall Notes ] GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. 2) Struct I APA Rated Sheathing EXP1 /EXT or Struct I Plywood. 3) Provide 3x's_(76mm) at adjoining panel edges w /nails staggered. 4) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 5) Walls >0.60 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 6) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 7) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 8) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. DOOO 3lg [Gr III Species ] J V 00 w w= W O 2 g a` CJ w z i 0 : z W U0 0 CO - : 0f ill u j H U ;. u i z 0 � z _......._,.... +........ua.ai..., [ Simpson Strong [ Simpson 2000 J L vJ. -Tie Holdown ] Catalog ] 111 JpCCI J J — Foundation Level Other Levels HD Type Stud Fastner Anchor Cap Detail # # Type to Stud Bolt Kips Number r- IN Cr) [r L11lO[•-•COON I STHD8 (2) 2x (24) 16d - -- 2.37 1.27 STHD10 (2)2x (28) 16d - -- 2.99 2.01 2)LSTHD8 (4)2x (24) 16d - -- 3.65 2.54 STHD14 (2) 2x (38) 16d - -- 4.43 3.30 2) STHD10 (4) 2x (28) 16d - -- 5.98 5.80 2) STHD14 (4) 2x (38) 16d - -- 8.86 7.63 HD10A 6x (4)7/8 "0 7/8 "0 9.90 8.92 HD14A 6x (4) 1" 0 1" 0 13.38 11.60 HD15 6x (5) 1" 0 1 -1/4 "0 15.30 15.30 r ivezezmusseggetternestwowegt*m [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories Da000 • •68' W 0 0 ; N 0 U = U W O 2 L ( = W ' E _ z � F- z uj 3 o O tn w w '. H t� O : a i l z U 1 1 O ~ z •• +. �.av ..aa v�..aaca.aulc [ Simpson Strong [ Simpson 2000 . V1 -Tie Holdown ] Catalog ] J.I.J. AJJCC1s J — Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number r1CVMVL11\0 Es- CO 1 CS18 2x (18)10d - -- 1.27 (2) CS20 (2) 2x (18) 8d ea - -- 2.01 (2) CS18 (2) 2x (18)10d ea - -- 2.54 (2) CS16 (2) 2x (28) 8d ea - -- 3.30 MST60 3x (6)16d ea - -- 5.80 2)MST37 (2)3x (42)16d ea - -- 7.63 2)MST48 (2) 3x (46) 16d ea - -- 8.92 2)MST60 (2)3x (56)16d ea - -- 11.60 HD15 6x (5) 1 "0 5/4 "0 15.30 r ivezezmusseggetternestwowegt*m [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories Da000 • •68' W 0 0 ; N 0 U = U W O 2 L ( = W ' E _ z � F- z uj 3 o O tn w w '. H t� O : a i l z U 1 1 O ~ z Designs Unlimiteu Time : 09:37:02 Date : 09 -26 -2000 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 1 1 2 1 1 2 1 2 2 2 2 1 1 1 1 1 2 1 2 1 2 * Exceeds table capacity None required WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 1 SW selection based on file: W15HF10C.TBLf HD selection based on file: ODUISTRP.TBL Designs Unlimited Time : 09:37:02 Date : 09 -26 -2000 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD 2 A 1 3 1 1 2 A 2 3 1 1 2 A 3 3 - - 2 A 4 3 1 1 2 B 1 3 1 1 2 B 2 3 1 1 2 B 3 3 2 1 2 B 4 3 1 1 2 C 1 3 2 C 2 3 1 A 1 3 1 1 A 2 3 1 1 A 3 3 3. A 4 3 1 1 B. 1 4 1 1 B 2 4 1 1 B 3 4 3 1 B 4 4 1 1 C 0 * Exceeds table capacity - None required 1 1 1 2 1 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 1 SW selection based on file: W15HF10C.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL Ht (ft) 8.4 - 9.4 - Designs Unlimited Time : 09:37:03 Date : 09 -26 -2000 SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone = 3 Z = 0.30 Occupancy Cat. = IV I = 1.00 Soil Profile = D Ca= 0.36 Period = 0.17 Snow Factor = 0.25 R Y -Axis = 4.5 BSF Y -Axis = 0.200 R X -Axis = 4.5 BSF X -Axis = 0.200 WIND DATA: 1997 UBC1 Wind Exposure = B Wind Speed = 80 Structure = Enc1 /Unencl Imp Factor = 1.00 Story 2 Story 1 Load Summary I I to Y WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 1 of 5 II to X Level (K) DL Seis Wind DL Seis Wind -- 2 - 40.8 10.5 5.5 38.4 9.9 4.4 -- 1 - 37.1 5.1 5.5 35.3 4.8 4.5 Base Total 15.6 11.0 14.7 8.9 X1000 -358 Designs Unlimited Time : 09:37:03 Date : 09 -26 -2000 INPUT DATA - Walls' WALLS Parallel to Y -Axis X X Y WALLS Parallel to X -Axis •Y Y X WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 2 of 5 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Spa (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft Story 2 Line 1 Wall 1 0.0 0.0 0.0 8.4 12.0 12.0 0.015 0.0 1.5 4. Wall 2 0.0 0.0 16.0 8.4 20.0 20.0 0.015 4.0 1.5 0. Line 2 Wall 1 46.0 46.0 0.0 8.4 38.0 38.0 0.015 0.0 1.5 Story 1 Line 1 Wall 1 0.0 0.0 0.0 8.4 34.0 34.0 0.015 0.0 0.8 0. Line 2 Wall 1 46.0 46.0 0.0 8.4 36.0 36.0 0.015 0.0 0.8 Story 2 Line A Wall 1 0.0 0.0 0.0 8.4 3.5 3.5 0.015 0.0 14.0 6. Wall 2 0.0 0.0 9.5 8.4 3.2 3.2 0.015 6.0 14.0 3. Wall 3 0.0 0.0 30.0 8.4 8.0 8.0 0.015 4.0 14.0 4. Wall 4 0.0 0.0 42.0 8.4 4.0 4.0 0.015 4.0 14.0 .0.! Line B Wall 1 36.0 36.0 0.0 8.4 4.0 4.0 0.015 0.0 14.0 6. Wall 2 36.0 36.0 10.0 8.4 4.0 4.0 0.015 6.0 14.0 0.+ Wall 3 36.0 36.0 22.2 8.4 3.8 3.8 0.015 0.0 14.0 4.! Wall 4 36.0 36.0 30.0 8.4 4.0 4.0 0.015 4.0 14.0 0.i Line C Wall 1 38.0 38.0 34.0 8.4 4.0 4.0 0.015 0.0 1.5 4.i Wall 2 38.0 38.0 42.0 8.4 4.0 4.0 0.015 4.0 1.5 0.i Story 1 Line A Wall 1 0.0 0.0 0.0 8.4 3.5 3.5 0.015 0.0 8.0 6.i Wall 2 0.0 0.0 9.5 8.4 5.5 5.5 0.015 6.0 8.0 6.( Wall 3 0.0 0.0 21.0 8.4 17.0 17.0 0.015 6.0 7.0 4.( Wall 4 0.0 0.0 42.0 8.4 4.0 4.0 0.015 4.0 7.0 0.( Line B Wall 1 36.0 34.0 0.0 8.4 4.0 4.0 0.015 0.0 8.5 6.( Wall 2 36.0 34.0 10.0 8.4 12.2 12.2 0.015 6.0 8.5 0.( Wall 3 36.0 36.0 22.2 10.4 3.2 3.2 0.015 0.0' 7.0 8.0 Wall 4 36.0 36.0 43.1 10.4 2.9 2.9 0.015 8.0 9.0 O. Line C Wall 0 38.0 38.0 34.0 0.0 0.0 0.0 0.015 0.0 0.0 O. D2o�• 368 Designs Unlimited Time : 09:37:04 Date : 09 -26 -2000 LINES Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 3 of 5 INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) Roof Level Lines 1 2 38.0 0.020 0.000 0.025 0.0 N 0.015 3.6 3.6 Level 1 Lines 1 2 36.0 0.015 0.000 0.000 0.0 N 0.015 LINES Parallel to X -Axis Roof Level Lines A B 46.0 0.020 0.000 0.025 0.0 N 0.015 P4 Lines B C 12.0 0.020 0.000 0.025 34.0 N 0.015 7 Level 1 Lines A B 46.0 0.015 0.000 0.000 0.0 N 0.015 Lines B C 12.0 0.015 0.000 0.000 34.0 R 0.015 CO uj: N ! WO , g ~i N d 1 W O f . r Z a-; WW p; U •0 , W W' V 1 , V — 0 ' Z. Designs Unlimited Time : 09:37:04 Date : 09 -26 -2000 OUTPUT DATA - Shear Walls and Holddown Forces WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 4 of 5 Line Shear(K) Wall Shear ()cif) H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) WALLS Parallel to Y -Axis Story 2 Redundancy Factor 1.00 Ln 1 3.8 2.7 Wall 1 0.117 0.086 0.7 0.0 0.3 0.2 0.2 Wall 2 0.117 0.086 0.4 0.2 0.3 Ln 2 3.8 2.7 Wall 1 0.099 0.072 0.2 0.0 0.0 Story 1 Redundancy Factor 1.00 Ln 1 5.6 5.5 Wall 1 0.164 0.162 0.2 0.0 0.0 Ln 2 5.6 5.5 Wall 1 0.155 0.153 0.2 0.0 0.0 WALLS Parallel to X -Axis Story 2 Redundancy Factor 1.00 Ln A 3.5 2.1 Wall 1 0.186 0.113 2.4 0.0 0.5 1.0 0.2 Wall 2 0.186 0.113 2.6 0.0 0.4 0.3 0.7 Wall 3 0.186 0.113 1.0 1.4 0.0 Wall 4 0.186 0.113 2.1 0.6 0.0 0.4 0.9 Ln B 3.5 2.2 Wall 1 0.224 0.139 2.1 0.0 0.8 1.2 0.5 Wall 2 0.224 0.139 2.1 0.0 1.0 0.5 1.2 Wall 3 0.224 0.139 2.2 0.0 1.0 1.3 0.7 Wall 4 0.224 0.139 2.1 0.5 1.4 0.7 1.2 Ln C 0.1 0.1 Wall 1 0.008 0.012 2.1 0.0 0.0 Wall 2 0.008 0.012 2.1 0.0 0.0 Story 1 Redundancy Factor 1.00 Ln A 5.2 4.3 Wall 1 0.172 0.142 2.4 0.0 0.0 2.1 1.1 Wall 2 0.172 0.142 1.5 0.2 0.0 0.9 1.0 Wall 3 0.172 0.142 0.5 0.4 0.0 Wall 4 0.172 0.142 2.1 0.0 0.0 1.3 2.0 Ln B 5.4 4.7 Wall 1 0.241 0.210 2.1 0.0 0.3 1.6 1.3 Wall 2 0.241 0.210 0.7 0.0 0.8 0.4 0.7 Wall 3 0.241 0.210 3.3 0.8 1.1 3.5 2.7 Wall 4 0.241 0.210 3.6* 0.0 0.0 1.8 2.2 Ln C 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 S- Support required beneath holddown M- Manaul input of holddown Dt000• • 3611 Designs Unlimited Time : 09:37:04 Date : 09 -26 -2000 LINES Parallel to Y -Axis OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 5 of 5 H Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).xxL Roof Level Lines 1 2 1.2 10.52 5.50 0.14 -0.14 0.07 -0.07 1.6 .50 Level 1 Lines 1 2 1.3 5.06 5.53 0.07 -0.07 0.08 -0.08 0.9 .50 LINES Parallel to X -Axis Roof Level Lines A B 0.8 9.73 4.21 0.11 -0.11 0.05 -0.05 1.0 .50 Lines B C 0.2 0.19 0.19 0.01 -0.01 0.01 -0.01 0.0 .50 Level 1 Lines A B 0.8 4.70 4.30 0.05 -0.05 0.05 -0.05 0.5 .50 Lines B C 0.2 0.12 0.24 0.02 0.01 0.03 0.01 1.8 .00 ba000 aS8 Designs Unlimited Time : 09:37:05 Date : 09 -26 -2000 * * * * * * * * ** Detailed Calculations WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 Height 8.4 SW Len 12.0 HD Len 12.0 Wt 0.015 Seismic 1.409 13.102 0.030 LT 0.000 RT 0.060 LT -1.092 RT -1.152 LT 10.109 RT 10.757 LT 0.249 RT 0.195 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line 1 Wall 2 Height 8.4 SW Len Seismic Wall Force: 2.348 OTM : 21.836 Uniform DL: 0.030 Header DL : LT 0.060 RT 0.000 Max Down LT -1.152 RT -1.092 Res Moment: LT 29.160 RT 28.080 Holddown LT -0.366 RT -0.312 Story 2 Line 2 Wall 1 Height 8.4 SW Len Seismic Wall Force: 3.756 OTM 35.573 Uniform DL: 0.030 Header DL : LT 0.000 RT 0.000 Max Down LT -0.936 RT -0.936 Res Moment: LT 101.369 RT 101.369 Holddown LT -1.731 RT -1.731 Wall Force: 5.563 OTM 50.537 Uniform DL: 0.012 Header DL : LT 0.000 RT 0.000 Max Down LT -1.404 RT -1.404 Res Moment: LT 80.482 RT 80.482 Holddown LT -0.832 RT -0.832 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 1 * * * * * * * * * * Wind 1.030 8.655 0.018 LT 0.000 RT 0.037 LT -0.721 RT -0.758 LT 6.970 RT 7.268 LT 0.140 RT 0.116 20.0 HD Len 20.0 Wt 0.015' Wind 1.717 14.425 0.018 LT 0.037 RT 0.000 LT -0.758 RT -0.721 LT 19.857 RT 19.362 LT -0.272 RT -0.247 38.0 HD Len 38.0 Wt 0.015 Wind 2.748 23.080 0.018 LT 0.000 RT 0.000 LT -0.607 RT -0.607 LT 69.896 RT 69.896 LT -1.232 RT -1.232 Story 1 Line 1 Wall 1 Height 8.4 SW Len 34.0 HD Len 34.0 Wt 0.015; Seismic Wind Wall Force: 5.563 5.512 OTM 50.325 46.301 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.480 RT -1.480 LT -1.362 RT -1.362 Res Moment: LT 71.788 RT 71.788 LT 53.442 RT. 53.442 Holddown LT -0.631 RT -0.631 LT -0.210 RT -0.210 Story 1 Line 2 Wall 1 Height 8.4 SW Len 36.0 HD Len 3 Wt 0.015 Seismic Wind 5.512 46.301 0.012 LT 0.000 RT 0.000 LT -1.286 RT -1.286 LT 59.914 RT 59.914 LT -0.378 RT -0.378 D2006 - 35 g U to 0 w w w 0; LL Q± p Z � 1--0 Z 1 LLI urn ' 0 1- 18 0 Z'.. U !i Designs Unlimited Time : 09:37:05 Date : 09 -26 -2000 WALLS Parallel to X -Axis Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line• A Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown . Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown Wall 1 Height 8.4 SW Len Seismic 0.651 5.835 0.280 LT 0.000 RT 0.840 LT -1.667 RT -2.507 LT 2.238 RT 4.884 LT 1.028 RT 0.272 Wall 2 Height 8.4 SW Len Seismic 0.595 5.335 0.280 LT 0.840 RT 0.420 LT -2.507 RT -2.087 LT 4.290 RT 3.080 LT 0.327 RT 0.705 Wall 3 Height 8.4 SW Len Seismic 1.487 13.338 0.280 LT 0.560 RT 0.560 LT -2.227 RT -2.227 LT 15.725 RT 15.725 LT -0.298 RT -0.298 Wall 4 Height 8.4 SW Len Seismic 0.744 6.669 0.280 LT 0.560 RT 0.000 LT' -2.227 RT -1.667 LT 4.939 RT 2.923 LT 0.432 RT 0.936 Wall 1 Height 8.4 SW Len Seismic 0.897 7.959 0.280 LT 0.000 RT 0.840 LT -1.990 RT -2.830 LT 2.923 RT 5.947 LT 1.259 RT 0.503 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 2 3.5 HD Len 3.5 Wt 0.015 Wind O .394 3.312 O .174 LT 0.000 RT 0.523 LT -0.946 RT -1.469 LT 1.232 RT 2.459 LT 0.594 RT 0.244 3.2 HD Len 3.2 Wt 0.015. Wind O .360 3.028 0.174 LT 0.523 RT 0.261 LT -1.469 RT -1.208 LT 2.151 RT 1.591 LT 0.274 RT 0.449 8.0 HD Len 8.0 Wt 0.015 Wind O .901 7.570 O .174 LT 0.349 RT 0.349 LT -1.295 RT - 1.295 LT 8.307 RT 8.307 LT -0.092 RT -0.092 4.0 HD Len 4.0 Wt 0.015 Wind O .451 3.785 O .174 LT 0.349 RT 0.000 LT -1.295 RT -0.946 LT 2.544 RT 1.610 LT 0.310 RT 0.544 4.0 HD Len 4.0 Wt 0.015 Wind 0.557 4.680 O .174 LT 0.000 RT 0.523 LT -1.170 RT -1.693 LT 1.610 RT 3.011 LT 0.768 RT 0.417 Doo�• asi Designs Unlimited Time : 09:37 :05 Date : 09 -26 -2000 WALLS Parallel to X -Axis Story 2 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown Story 2 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line B Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown Story 2 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 2 Height Seismic 0.897 7.959 O .280 LT 0.840 RT LT -2.830 RT LT 5.947 RT LT 0.503 RT Wall 3 Height Seismic 0.852 7.561 O .280 LT 0.000 RT LT -1.990 RT LT 2.638 RT LT 1.296 RT Wall 4 Height Seismic 0.897 7.959 O .280 LT 0.560 RT LT -2.550 RT LT 4.939 RT LT 0.755 RT Wall 1 Height Seismic 0.034 0.707 O .030 LT 0.000 RT LT -0.177 RT LT 1.123 RT LT -0.104 RT Wall 2 Height Seismic 0.034 O .707 0.030 LT 0.060 RT LT -0.237 RT LT 1.339 RT LT -0.158 RT WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 3 8.4 SW Len 4.0 HD Len 4.0 Wt 0.015 Wind 0.557 4.680 0.174 0.000 LT 0.523 RT 0.000 -1.990 LT -1.693 RT -1.170 2.923 LT 3.011 RT 1.610 1.259 LT 0.417 RT 0.768 8.4 SW Len 3.8 HD Len 3.8 Wt 0.015 Wind 0.529 4.446 0.174 0.560 LT 0.000 RT 0.349 -2.550 LT -1.170 RT -1.519 4.553 LT 1.453 RT 2.340 0.792 LT 0.788 RT 0.554 8.4 SW Len 4.0 HD Len 4.0'Wt 0.015 Wind _ 0.557 4.680 0.174 0.000 LT 0.349 RT 0.000 - 1.990 LT -1.519 RT -1.170 2.923 LT 2.544 RT 1.610 1.259 LT 0.534 RT 0.768 8.4 SW Len 4.0 HD Len 4.0 Wt 0.015 Wind 0.047 0.396 0.019 0.060 LT 0.000 RT 0.037 - 0.237 LT -0.099 RT -0.136 1.339 LT 0.775 RT 0.876 - 0.158 LT -0.095 RT -0.120 8.4 SW Len 4.0 HD Len 4.O Wt 0.015 Wind 0.047 0.396 0.019 0.000 LT 0.037 RT 0.000 - 0.177 LT -0.136 RT -0.099 1.123 LT 0.876 RT 0.775 -0.104 LT -0.120 RT -0.095 D000 ?,sg Designs Unlimited Time : 09:37:05 Date : 09 -26 -2000 WALLS Parallel to X -Axis Story 1 Line A Wall 1 Height 8.4 SW Len 3.5 HD Len 3.5 Wt 0.01E Seismic Wind Wall Force: 0.601 0.497 OTM 5.423 4.171 Uniform DL: 0.120 0.120 Header DL : LT 0.000 RT 0.360 LT 0.000 RT 0.360 Max Down LT -1.549 RT -1.909 LT -1.192 RT -1.552 Res Moment: LT 1.356 RT 2.490 LT 1.010 RT 1.854 Holddown LT 1.162 RT 0.838 LT 0.903 RT 0.662 Story 1 Line A Wall 2 Height 8.4 SW Len 5.5 HD Len 5.5 Wt 0.015 Seismic Wind Wall Force: 0.945 0.780 OTM 8.522 6.554 Uniform DL: 0.120 0.120 Header DL : LT 0.360 RT 0.360 LT 0.360 RT 0.360 Max Down LT -1.909 RT -1.909 LT -1.552 RT -1.552 Res Moment: LT 5.131 RT 5.131 LT 3.820 RT 3.820 Holddown LT 0.617 RT 0.617 LT 0.497 RT 0.497 Story 1 Line A Wall 3 Height 8.4 SW Len 17.0 HD Len 17.0 Wt 0.015 Seismic Wind Wall Force: 2.921 2.412 OTM 26.340 20.258 Uniform DL: 0.105 0.105 Header DL : LT 0.315 RT 0.210 LT 0.315 RT 0.210 Max Down LT - 1.864 RT -1.759 LT -1.507 RT -1.402 Res Moment: LT 34.861 RT 33.255 LT 25.952 RT 24.756 Holddown LT -0.501 RT -0.407 LT -0.335 RT -0.265 Story 1 Line A Wall 4 Height 8.4 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.687 0.567 OTM 6.198 4.767 Uniform DL: 0.105 0.105 Header DL : LT 0.210 RT 0.000 LT 0.210 RT 0.000 Max Down LT -1.759 RT -1.549 LT -1.402 RT -1.192 Res Moment: LT 2.419 RT 1.663 LT 1.801 RT 1.238 Holddown LT 0.945 RT 1.134 LT 0.741 RT 0.882 Story 1 Line B Wall 1 Height 8.4 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.965 0.840 OTM 8.526 7.057 Uniform DL: 0.127 0.127 Header DL : LT 0.000 RT 0.382 LT 0.000 RT 0.382 Max Down LT -2.132 RT -2.514 LT -1.764 RT -2.147 Res Moment: LT 1.825 RT 3.202 LT 1.359 RT 2.384 Holddown LT 1.675 RT 1.331 LT 1.424 RT 1.168 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 4 Da000 asg rnw W o' u. Q = a. 1- O , . w u l; U �? w w; U N 0! z Designs Unlimited Time : 09:37:06 Date : 09 -26 -2000 WALLS Parallel to X -Axis Story 1 Lire B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line C Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 2 Height 8.4 SW Len Seismic 2.942 26.005 0.127 LT 0.382 RT 0.000 LT -2.514 RT -2.132 LT 21.179 RT 16.979 LT 0.396 RT 0.740 Wall 3 Height 10.4 SW Len Seismic 0.772 8.545 0.105 LT 0.000 RT 0.420 LT -2.670 RT -3.090 LT 1.203 RT 2.412 LT 2.294 RT 1.916 Wall 4 Height 10.4 SW Len Seismic 0.699 7.744 0.135 LT 0.540 RT 0.000 LT -3.210 RT -2.670 LT 2.511 RT 1.101 LT 1.805 RT 2.291 Wall 0 Height 0.0 SW Len Seismic 0.000 0.000 0.000 LT 0.000 RT 0.000 LT -0.000 RT -0.000 LT 0.000 RT 0.000 LT -0.000 RT -0.000 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 5 12.2 HD Len 12.2 Wt 0.01E Wind 2.562 21.523 0.127 LT 0.382 RT 0.000 LT -2.147 RT -1.764 LT 15.766 RT 12.640 LT 0.472 RT 0.728 3.2 HD Len 3.2 Wt 0.015 Wind 0.672 6.990 0.105 LT 0.000 RT 0.420 LT -2.184 RT -2.604 LT 0.895 RT 1.796 LT 1.904 RT 1.623 2.9 HD Len 2.9 Wt 0.015, Wind 0.609 6.334 0.135 LT 0.540 LT -2.724 LT 1.869 LT 1.540 0.0 HD Len Wind 0.000 0.000 0.000 LT 0.000 LT 0.000 LT 0.000 LT -0.000 RT RT RT RT 0.000 -2.184 0.820 1.902 0.0 Wt 0.015' RT 0.000 RT 0.000 RT 0.000 RT -0.000 Designs Unlimited Time : 09 :37:06 Date : 09 -26 -2000 SUMMARY OF ACCUMULATED HOLDDOWN FORCES © LEFT END OF SHEAR WALL Walls Parallel to Y axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 1 1 0.00 0.00 0.25 0.14 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 1 DUO- 3CS Designs Unlimited Time : 09:37:06 Date : 09 -26 -2000 2 1 0.00 12.00 0.20 0.12 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL , Walls Parallel to Y axis RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD Story Line Wall ft ft K K D1000 -858 Designs Unlimited Time : 09:37:06 Date : 09 -26 -2000 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to X axis Story Line Wall 2 A 2 9.50 0.00 0.33 0.27 1 A 2 9.50 0.00 0.94 0.77 LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD ft ft K K A 1 0.00 0.00 1.03 0.59 A 1 0.00 0.00 2.19 1.50 A 4 42.00 0.00 0.43 0.31 A 4 42.00 0.00 1.38 1.05 B 3 22.20 36.00 1.30 0.79 B 3 22.20 36.00 3.59 2.69 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 3 Designs Unlimited Time : 09:37:06 Date : 09 -26 -2000 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD Story Line Wall ft ft K K 2 A 1 3.50 0.00 0.27 0.24 1 A 1 3.50 0.00 1.11 0.91 A 2 12.70 0.00 0.70 0.45 A 2 15.00 0.00 1.03 0.76 A 4 46.00 0.00 0.94 ' 0.54 A 4 46.00 0.00 2.07 1.43 B 3 26.00 36.00 0.79 0.55 B 3 25.40 36.00 2.71 2.18 WOODCAD QLAT (Pro V4.0) File: 2670SA -2 Page: 4 i AVG HT: 282.256 S.F. / 46' = 5.101' 1' pr sOgniakm, WALE • VW • r•O' F 26106/4/2 ROOF HEISHTS FOR 1.04TERAL NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ . - _ Q.< Qa o� AVG HT: 1024 S.F. / 2' = 5.512' H V II m AVG HT: 155.202 5.F. / 56' = 5.'700' rifighiR rxe. w .ro PLANE 26106/44/2 wo HEIGHTS FOR LATERAL L NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DEPARTMENTS: Building Division n P�� bJ i�c l Wo� ks � N'V1X Jjl V1IROUT [.DOC 5/91 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 - 358 DATE: 1' -31 -01 PROJECT NAME: 47 AV SINGLE FAMILY RESIDENCE SITE ADDRESS: 10729 47 AV S SUITE NO: _Original Plan Submittal Response to Incomplete. Letter # XX Response to Correction Letter # 2 Revision # After Permit Is Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Fire Prevention n Planning Division CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: n Permit Coordinator I 111,11 DUE DATE: 2-1-2001 Not Applicable n No further Review Required n DATE: DUE DATE 3-1-2001 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: ce 0 0 0 WF w 0 _ I W F_ F Z 0 D o` 0 0 - 0 I-I = a . Z . 0 - 0 H ' :. Z ACTIVITY NUMBER: D2000 -358 BATE: 1 -31 -01 PROJECT NAME: 47 AV SINGLE FAMILY RESIDENCE SITE ADDRESS: 10729 47 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter. # XX Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route PLAN REVIEW /ROUTING SLIP Comments: TUES /THURS ROUTING: Structural Structural Review Required REVIEWER'S INITIALS:. VVI/ DATE: 0 -01 - 0 1 APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions RI REVIEWER'S INITIALS: '1v\ Wx1l011IDDtk Nn Fire Prevention Incomplete n Not Applicable Planning Division Permit Coordinator DUE DATE: 2-1-2001 No further Review Required Not Approved (attach comments) DATE: 2l5 /o I CORRECTION DETERMINATION: Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: ENSCP.Remp rtb 1 /UU1 PUBLIC WORKS n DUE DATE 3-1-2001 DUE DATE z 1- re JU o w • w J , w • 0 ga : • Q = d u j U D 0 H • W H U i O � pit Z CO O z ACTIVITY NUMBER: D2000- 358 DATE: 1 -18 -01 PROJECT NAME: 47 AVENUE S SINGLE FAMILY RESIDENCE SITE ADDRESS: 10729 47 AV S SUITE NO: Original Plan Submittal XX Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division n Pu • is Wo ►.(�It 11'iL ALd 1 Complete TO Approved TRRUUII.000 SPY/ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1- 23-2001 APPROVALS OR CORRECTIONS: (ten days) Comments: TUES /THURS ROUT G: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: Approved with Conditions Incomplete n Not Applicable In I n Planning Division n Permit Coordinator DUE DATE 2-20-2001 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: NVY7. /On 1/14,t i ( 14, 0I l j""/ CORRECTION DETERMINATION: Approved I I Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) In DATE: `Al4Y RWlf t∎1W;ViO9, M!I�IkN' Y}!1..rx .a.t.1.awwon.oremnwyr.vnat n.o,,vowr.wv..nn•r, +eaa..c. e..a,...w. -.. z 1 rt 6 V, c co 0 cow • u.r w O g = w' . _. z � O ': w ~ w i U � O t- w w — O ui z ' O H z ACTIVITY NUMBER: D2000 -358 DATE: 1 -18 -01 PROJECT NAME: 47 AVENUE S SINGLE FAMILY RESIDENCE SITE ADDRESS: 10729 47 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 -23 -2001 Complete ri Incomplete n Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIAL� APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: WYY DATE: 1726.7o I CORRECTION DETERMINATION: Approved ri Approved with Conditions Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: fer V7tkOUTIDOC Va.) Fire Prevention Structural PLAN REVIEW /ROUTING SLIP n n Planning Division Permit Coordinator Not Applicable In No further Review Required DATE: 0 1` 2 2, —0 I n DUE DATE 2- 20-2001 DL DUE DATE ,IAN 2 TUJI<WI(. A W U�. 0 0 ' N 0 ':. 111 • I W LL- W0 J • Q co d ' z � Z LU 0 0. 0 N, o f W Lu Z H U , 0 ' 111 Z O N O z DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route Structural Review Required Approved n Approved with Conditions REVIEWER'S INITIALS: (M2w'46J : IDYt CORRECTION DETERMINATION: Approved Incomplete REVIEWER'S INITIALS: V RKONLOIX WI PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -358 DATE: 11 - -2000 PROJECT NAME: 47 AV SINGLE FAMILY RESIDENCE SITE ADDRESS: 107xx 47 AV S SUITE NO: Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Division Fire revention PlannVDivision I/�I ty -( 144, 0-3O-0 fir 12- fat Public Works. Structural n Permit Coordinator Ali g /Wt DUE DATE: 1 1- 30-2000 Not Applicable Approved with Conditions n Not Approved (attach comments) Comments: No further Review Required Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12- 28-2000 DUE DATE DATE: ACTIVITY NUMBER: D2000 -358 DATE: 1 1 -28 -2000 PROJECT NAME: 47 AV SINGLE FAMILY RESIDENCE SITE ADDRESS: 107xx 47 AV S SUITE NO: Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: • Building Division Public Works Y Y'rl PLAN REVIEW /ROUTING SLIP Fire Prevention n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES /THURS ROUTING: Please Route j>ir Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Li Approved w' h ; onditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DATE: it DUE DATE: 1 1 - 30-2000 Not Applicable n Comments: DUE DATE 12- 28-2000 Not Approved (attach comments) DATE: t yCL' _ Z a2 DUE DATE Not Approved (attach comments) DATE: o gg c ? o ' w w w 0 ' g � LL Q; w 0 z 111 uj U � w ` O .z w 0 z ACTIVITY NUMBER: D2000 -358 PROJECT NAME: 47 AV SHORT PLAT SITE ADDRESS: 107xx 47 AV "S DATE: 11 -13 -2000 SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Approved 1KROUT[AOC PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: r1W Fire Prevention 2 Structural ri DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE: 11 -1 4-2000 Comments: REVIEWER'S INITIALS: DATE: DUE DATE 12- 1 2-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: Revision • No. Date Received Staff Initials .. Date Issued - Staff Initials l I to ? of I I I��t! /, .wp- 4- Summary of Revision: I C---P-0 u 411 Received By: Revision No. Date Received Staff Initials Staff Initials I Date Issued Staff Initials I I I Summary of Revision: I Summary of Revision: Received By: Received By: , Revision No. • - Date Received Staff Initials Date Issued I Staff Initials I I I I I Summary of Revision: _ ... I • Received By: Revision No. Date Received Staff Initials Staff Initials Date Staff Issued Initials Date Issued Staff Initials _ ... I I I Summary of Revision: Received By: Received By: • Revision No. Date Received Staff Initials Date Staff Issued Initials I I I I Summary of Revision: Received By: PROJECT NAME: L /7 Ave. i/iar, P /th PERM Site Address: (n "J p.el L-(` 41' Ave-5 - - -- Original Issue ate: REVISION LOG (please print) (please print) ' (please print) p prin w . JU 0 0 U) 0 CO W W 0 2 _ u d I- W F- 0 Z H! Lu U � O co 0 W W H 0 p. 0 w U � O z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # a after Permit is Issued Project Name: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 I( Ave Shat- ?k+ Project Address: / 0 7? 4 17 nye S Contact Person: yoyl Fste ( Phone Number: Summary of Revision: eAd.I r. re Op ft Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on Plan Check/Permit Number: - 0 O 0 — 3.51" Mio 08/30/00 IX 2 UO N �t ww wa ;q J , co D ; O . H O Z H; Wa j pi U - w W `: m 0 ; H O F Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: fn / "2/o ( Plan Check/Permit Number: 0 Lowy - 35 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # ( after Permit is Issued Project Name: v , Of 4- e G-- Project Address: 07,99 Y? As-1, L Contact Person: T Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �...:aw = gr °r7aer.:..iittais xk • „ U 6., r, ^:: ?ilrt•, Entered in Sierra on Phone Number: 08/30/00 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, fix, etc. Date: / Plan Check/Permit Number: D2000-358 E Response to Incomplete Letter # ® Response to Correction Letter # 2 El Revision # after Permit is Issued SIDSLICOMMMOIMIYAMCSalb RECEIVED CITY OF TUKWILA JAN 3 1 2001 Project Name: 47 AVENUE SINGLE FAMILY RESIDENCE Project Address: 10729 — 47 Avenue S Contact Person: Thomas Foster Phone Numbe ` 4541 —°� Summary of Revision: P / yr J pia ( Sew e h J � , (,r,9w ►�� P S per rreeJ, H �✓ i 007/f 40 /24 ePke Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k r / Entered in Sierra on l �� I ' 01/26/01 re W QQ � J V U N 0 CO W O . g ILL. 4( m F- � O ' 2 ui U 0) 0 H': w w z U N; . z_. 0 I- January 26, 2001 Thomas Foster 6450 Southcenter B1, #106 Seattle, WA 98188 RE: CORRECTION LETTER #2 Development Permit Application Number D2000 -358 47th Avenue Single Family Residence 10729 — 47th Avenue S Dear Mr. Foster: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl wiz/IL/4a :cc: File No. D2000 -358 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 adt, aii .,:4.deS:;tu�i;,i: < � W ` 6 2 J U U O;. U WW; W Q; ,F W' F. O ' z 1- p ,w W I-- U z CO; I�- 0 Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /— /Y ZO °/ Plan Check/Permit Number: D2000-358 0 Response to Incomplete Letter # ® Response to Correction Letter # 1 [] Revision # after Permit is Issued Project Name: 47 AVENUE SINGLE FAMILY RESIDENCE Project Address: 10729 — 47 Avenue S Contact Person: Thomas Foster -Sie pioh f /te v' _ CJo a RECEIVED CITY OF TUKWILA JAN 1 8 2.001 PERMIT CENTER Phone Number: AO 6 .;25/5 Summary of Revision: CORREC710N LT R# Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �JI✓ Kr Entered in Sierra on I iS `o t 0 1 /08/01 _. Oo; cow J ! u, w0 2 g J ! co g F— Z ;. 0 co i0 — !w w , wZ ,` 0 O Z ' January 8, 2001 Thomas Foster 6450 Southcenter BL, #106 Seattle, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -358 47th Avenue Single Family Residence 10729 47th Avenue S Dear Mr. Foster: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, n u cep .etti, iI& --� Brenda D olt Permit Coordinator encl xc: File No. D2000 -358 City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 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: //— °(P a ©m d Plan Check/Permit Number: D2000358 ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued RECEIVED CITY OF TUKWILA NOV 2 8 2000 PERMIT CENTER Project Name: 47 AVENUE S SINGLE FAMILY RESIDENE Project Address: 107XX — 47 Avenue S Contact Person: Tom Foster Phone Number: a� o /ZZ Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Sierra on I I -. 2se3 'w 11/15/00 Parcel No.: 5476800070 Address: 10729 47 AV S TUKW Suite No: Total Water Fees: $260.00 doc: Miscperm City of Tkwi1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Y/N WATER METER INFORMATION Water Meter Size: 75 Quantity: 1 Water Meter Type: PERM D2000 -358 Permit Number: D2000 -358 Issue Date: 04/09/2001 Permit Expires On: 11/25/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,670 SQ FT SINGLE FAMILY RESIDENCE AND 518 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: CONSTRUCTION OF 8" SANITARY SEWER MAIN EXTENSION, SANITARY SIDE SEWER, ACCESS, LAND ALTERING, STORM DRAINAGE, 3/4" PERMANENT WATER METER, TEMPORARY EROSION CONTROL, AND UNDERGROUND POWER. TURNOVER DOCUMENTSREQUIRED FOR PUBLIC SANITARY SEWER MAIN EXTENSION. Meter #1 Meter #2 Work Order. Number: 5204D Connection Fee: Y $60.00 $0.00 Install Deposit: Y $150.00 $0.00 Additional Install Deposit: $0.00 $0.00 Plan Check: Y $10.00 $0.00 Inspection Fee: Y $15.00 $0.00 Turn On Fee: Y $25.00 $0.00 Special Assessment: $0.00 $0.00 Other Fee: $0.00 $0.00 Meter #3 0 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Fee: $260.00 $0.00 $0.00 Printed: 06 -04 -2002 1,4 d,�t: _iw,.u1..Y-Pvi°.'.W sk iraa'n'ia cr.�L.Ff;.t4...2r ' 4 Mth,ss.. eun'Sn Re'iential Sewer Use Certific ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name 4e Property Tax I.D. Number Property Legal Address: Subdivision Name (Last, First, Middle Initial) 5_' 7680— co7o ©2 1 r� a C C. 0YY1a s errt /kw- Subdiv. # Block # Lot # Building Name (if applicable) Property Street Address /' 1 /7 A0e Soct. +L City, State, Zip I akCu..'f1& / (.&i 4 fk /8'5 Owner's Mailing Address 6;445o So A.0 e.4P+c Blue/ - /0 4 (11 different from above) Sea 44 le, o.5 9f/ 5d Owner's Phone Number (206 ) i'/ / / - o l 2 Z Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District T(i{. K,L) L a' Date of Connection {� Q Side Sewer Permit # U 2000 - 3 8 Demolition of pre- existing building? ❑ Yes L�No Demolition Permit # / �� Please check appropriate box: vir Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces z x0.64= x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 :Forking County u se' { r >, a e., y i z i i )• y ,. _ fi K-•', 5` S., Account Monthly Rate , Six'Month•Due RECEIVED CITY OF TUKWILA FrEB 2 0 0 1 1 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative 1 `rikorna S 1057 (Rev. 2 /00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer n,..m ...+ .. A,......... M......,..,..,.. ..+.*- r.....k.......»z..»...... .+•+. m�i�IYU AflafY5W7/7FM'tfi4�7 TNai'14�5M . z w '. c4 2 U O 0 . w w ' , w 0 g Q` D. a w h— = Z F. H O, Z 1 ju U a H . w uu ~ ~ O . _ 0 ~! z C . . • •• . ' • / • . • ".1;•t''";, •• i : ... • • ' . • • • -` ... State of Washington Set0S6—t174 t •• • DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504-4450 • STOLZE CONSTRUCTION PO BOX 2741 RENTON WA 98056 — — 1 Duach And Display Certificate 14,254)524100 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ?;. REGIST. # EXP. DATE CCO1X,: STOLZC044MS 07/09/2001 EFFECIIIVE-DATE'' 07/10/1996 STOLZE CONSTRUCTION PO BOX 2741 RENTON WA 98056 • ut Detach And Display Certilit.att. OLY fib R. 1 • . - ••• • ...h.,;:eitir.!':`41iNcti'•'4=.4 11 1 1 1 11 I I • 1 1 . 1 .. 1 1 1111 1 11 1 111 1 1 111 I I I 1 1111 I 1 I 1 1 1 11 1 11 1 1 FIRST CLASS MAIL US POSTAGE PAID •••, .* .••••••,-!'•.,'.; • • • .. • . • • • •. •-• . • • • • - • • o_TR SCALE: LE DESGR I PTI ON LOT 3 OF MERRIGKIS ACRE TRACTS, KING GOUNTY SHORT PLAT # 547680007003 LOT 3, MERR!GKS ACRE TRACTS, DIV!SON NO. 2 ADDITION TO THE G1TY OF SEATTLE, AGGORDING TO THE PLAT THEREOF RECORDED !N VOLUME I 12 OF PLATS, PAGE 47, RECORDS OF K I NCB COUNTRY WASH I NG TTON EXCEPT THE NORTH 10 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD Sr' ' DEED REGORDED UNDER REGORDING NO. 2.4S55!; AND EXCEPT THE EAST ` 10 FEET THEREOF CONVEYED TO KING COUNTY FOR 47TH AVE SOUTH, BY DEED' RECORDED UNDER RECORDING NO. 3012584 AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD PURPOSES UNDER RECORDING NO. 64'16645. SI TUATE I N THE COUNTY OF KING, STATE OF WASHINGTON. LOT GOV ERAGE : AREA OF SITE LOT COVERAGE OF LOT COVERAGE GUT / FILL ANALYSIS MAXIMUM ALLOWED GUT ESTIMATED TOTAL GUT EST I MATED TOTAL FILL PROPOSED CUT 1".10 8,758 SOFT. 2,2 SO.FT. 26 .06 % = 500 GUE1G YARDS = 250.75 GUEIG YARDS ± 18.65 GUEIG YARDS ± = 252.10 CUBIC YARDS O ' O O (N ,1 ; 5.00' B.S.B.L_ a7 ° 26'55" PROPOSED HAY BALES RECENED DRY OF TUKWI NOV 1 3 ZOOU PERMIT CENTER OOO-3 ELEV. j Q N 87'26'55" W 5:00' SIDE SEWER ® 2% a that the Flan Gneck approvals re .. s and . oil is.ions and approval of cc „s not h ' z the lotion of any ,iostod node or ordinance. Receipt f con- h s copy of approved ;clans acknowledged. Date Permit No. •, 614 REOU:RED FOR: LECTRICAL �} aLAMBING ';✓ GAS FEPltv;s CITY OF TUKWiLA BUILDING DfVISION "9' —I I " COPY' EL put general notes basic mechanical designs unlimited R-50 INSULATION CONTINUOUS FOOTING CAMP. SHINS -E5 0/ 15 Lb. FELT 0/ 112• CDX PLYWOOD OR CEDAR SHAKES 0 / 5O L8_ FIAT INTEiY40051 1X6 SPACED SFEATFhN6 0/ 2X RAFTERS Aft , OR TRH • 24 DC. `'i INSULATION BAFFLE AIRSPACE ■ i I' I I `: I' ' EXTEID IX ASV. 1b612- , 1�inIli tb It! \'.In• GLR VENTt� BLOCKING 1 MV TOENAIL PER . .. ° ' - ' - 1 � LEO TABLE 23• -II$I .A fi �` oV I5, :_5E PL.E. 2X45TW5 • I6' OL. FINISH PIM ELEVATION 0/ IS R -1 5 t > � BAIT INSULATION 1�,, LB. BUDS. PAPER OR 1 AIR INFILTRATION BARRIER 1[r O/ SI•EATHINS PERPLANS 2X CEILING JOISTS • 24 0C. (OR TRUSS PER PLANS) PLATE AT ROOF /FLAT CONTIMIOUS METAL SUTTER 2X FACIA BOARD SCALE : 1• . 1•-0' 11 • •4 BAR • CONT. TOP n6HTLINE 1 X STORM D f IF REGiRRED Rm Q) T1 1 / �1 t I e / �/ �/ W/ 2X FLOOR OR T-WS. PER PLANS HOUSE /GARAGE FPN. JOIST N=il r • 1 .� t / // V e / / / A / M / / 1 / / / / / 1 / 1 / 2X FLOOR AST OR T..LLS PER FLANS L I P ATE W/ D Q ANCHO '19 AT 4 0 0.C. Z AND 12 A dAJL" t TRO4 ENDS, OR L PER SFEARWN.4 L d SC.NEDUI,Fy ` X r'M1N E•�EEpMeIr •4 vexr_ AT N6 rY b ML. ELAGIC VAPOR . BAS L4 L 8" *4 SEE (2) e4GOMT_ eat, (2) *4 CONT_ BOTTOM 2X4 BLNRS_ 2 SUNKEN FLOOR 4• COW. SLAB 0/ 6 MIL VAPOR BAS 0/ 4 6RANLAR FILL c � - *4 VSLT • 16. 2X FLOOR JOSTS OR T.J.I.'S PM PLANS DO a pRAMIN6 AND FOUNDATION DIMENSION' . FINSH PER ELEVATION - 15 LB. EL.126. PAPER OR /AIR 114 BARRI - 0/ SHEATH(N6 P , ER. PLAN ,. : : MIATERFROOF 4 GONG. SLAB -.'. DIMENSION (2) 2X4 2X4 HAILERS Frn1 D�RA�in T Ir4" Ir 8" i,4-A, CRICKET (2) 2X4 2X4 SPILL FRAMING 5/8' TYPE "X" 6.108. a( 1 '1I1111111'i - J5T5 OR T PER PLANS 35 X4 2 sups • 19 ac. 915 R- L�BATT LATI0N _ R-(4 BATE- RCILATON PLATE ANGH 2X4 2. M AX. A L9JD5 . 4[-0' O0.6. AYiD6 OR PER SEAWALL SOIRDULM LAI d ' - r MULL EMEEDVENT 6 MIL MACK YD T® SILL Y ■ERT_ • le 0.C.. GONT, BOTTOM WALE . C `B)GRAWL SP. @ BRICK /STONE VENEER /Yit. p S) SKYLIGHT DETAIL NOT TO SGAd.E � � .POI_• ' 6AR)GE PRN NL's 6 -A FOUNDATION DI IOW E.E PER VATICN 0/ .-. BLDG. PAPER OR AIR' TRATION BARRIER Of - THINS PER PLAN "2X4 •- TREATED SILL PLATE Y4/ DIA.METER HOR.BO AtMCH- •- AT 4'- O . 0.C. ' OR A4112 1.2.1440C. P13i SNEARWAtl _ EAS, . T. MIN. 4• CONC. SLAB saes our #X34 • I. OL_ (U.4 CONT. TOP •4'd L. T. mart Ib• O .. sour, GROUT I PLA51465 LITE or TO_ SLAB RG • PGH Y. C OMA BAR 4•. OMR CONT. TOP z f STORM ort.a r T ' FAUDATION DeCNSION 1 I/4• AWL GONG LWDRAIL 4 MIN. 2X12 PT. 6 MIX TREAD - Y®IH AT NARROMEST POINT OF MINDER 2X8 PT. DLOCKIN6 240 PT. DECK JOIST • 16 00 L8` 0 X S GONG ISOLATED FOOTPK W1(2)'•4 E R -i.... H , I f ELT '1 F/ ;'.. Iii -i . i f \ i � . 40 •: ---- O L VAPOR BARRIER . •, (2) '. . BOTTOM SCALE . I . 1' -0' Lt- A PRAMS. ANCHOR 2X4 THRUST BLOCK X6 2 PT. TOP RAIL 1X4 2X4 BOTTOM RAIL 2X6 STUDS AT•16. OL. / 4- .I NSULATION �J e IP I� F1A JETS OR T...1.5 PER - 2X RIM 4X BEAM -SEE PLAN 4X4 POSTS - SEA: PLAN , PT6 2X4 PICKETS • 5 5M 0C. 4X4 POST 1 +f R- 5/4'T/6 PLYWOOD ' SUBP100R EXT. 6LL9? AJ�D NAIL ® STUDS AT 16 OC: 2X4 TREATED SILL PLATE DIAMETER T5 AT,.4` 4 0.C. P13i MID 12' MAX FROM @IDS. OR SFErARY'V4LI. SCMi®ILE;. l' MIN. E•EE7M8lT TO. 5104 (M#(..I- ,. PHt 6RADE Gammas 4' CONG. 51...48 0/ MIL VAPOR BARKER O/ �6 4' 6R ANA AR FILL. I - 1 K VORT. • we OL. (r *4 CONT. BORGM =D 4( _..:.A 8 rl Al SCALE . t• . i' -0• FPN/BRICK VENEER N0T>5 :SPAGIN6 BE1YEE(:INTE MEDIATE 6UARDItAJL '.. M$EIERS TO BE A MAXIMUM OF 4•. CLEW. SUCH THAT A SPHERE OF 4• DIAMETER SHALL NOT PASS T1RaUFsH AMY OFFING. BALUSTERS AND HANDRAILS TO CONFORM :. TO UBC SRC.. 10055.56 4 504 2 LAYERS 5/8• TYPE •X• 6YLB. BELOMI STAIRS (3) 24.2 STRINEER5 PARE r..OGKRN& • MID - SPAN 4 • WALL ALONG 51RIN6ER BETFEE N STUDS AND AT TOP AND BOTTOM OF STAIRS TYP. INTERIOR STAIfi 2X4 P?. DECKING N TO SCALE 4X10 MF *2 P.T. BEAM SIM6+SON PO44 POST GAP 4X4 P.T POST SI •F ON P544 POST 5AIE NOT. TO SCALE ZCR STORC EV MOP ueA ea Yale 12 SA. STRAPS AT ROOF ,Ir taFLe TRAPS AT FLOOR 'HI Jaws ItY-0 01 [B JIMeTe , 5,5711•5 (4 (4120a FA..•r. NVS Fs`m -s eDLTTS 4) a• 8 d 6J Mee •JIaCG 40' IaNS I ! I 6• (5X6' e 4. [NU - +e. m• sae ue.i I '1lJaro• •Iw•u tar iNCE N , � .�. IYGORlG6 40' LOIN e•:talN C4TJOIDI'J C �� T) ADDYL1aCAL s' % IZ bA TNTAL STRAP A! ®DOLTS TO ANGFIOR TO THE WOOF AW PLPR6. sHOtLo eE PROMO® FOR EACH4 ADDtilO1W_ POI.R9GRNRE T'ST OF GNII RAN /'I:FA NJM9ee OF TS eE PDR °.O14'y7f.6G SHOULD '., y TY10 ONAL .3 VQCG Gd 11®1 ORGll4 BARS °s O LD t E P W HI D FOR Er! 4 ADOTTICAML ra.R.scuARe T�ET aF cHIrNEr Pll•N AREA - W REitFORCINS AIR7 SPJSMIG ANGXLRI'6C IALESB AsP9(2Pf0 COCel AFFLB 4.1106T"H' Tt79!l�2111. H4Ri uae w AGGORD Y7 RN lfl AT 15, I I NT6A •JVJ.L n® HORZQIGALLY AT Ib' U. BEND >tara�rls aF cllA•FTe15 a AIA a. - TIE erns YeTK N01E L®" TNr V4• DIMCIC2 Y(m. nP"J. TPfO TS3 °JMI3• ALSO GE PLrL® AT CK3f E8O M VBeTOJd_ MRS. HReAE TE YVOTH OF TE GNMEY p4GI999 MGiES, 540 ADDRIOUC lIO. 4 YHdILJVL e a t s SwV.L � PROJIplD POR' F.AGH ADDITIONAL FlJE INCa1anRATED a1.THE c4xw�J• OR FOR E... A 7 ." II1Y. . M YROITi OR FRA0110N TIHIFAF. AIL M.ASgRY AIID I,aYREtE L I PT I ,ON @ 01130 TVIi b PST ABOVE bRADE E%LE PGY.BI LON9TRIL'T37 TE ewr.Dl•16. ANG10RA6E 5YWl. 00NSIST OFYYIO 9/Ib• % 1' TE G11H'eEY MATH A Imo B @A Y6T1 A b' B%'t6<SIOM MO4tm THE VERTTL.V_ fi£IIPOROIH6 BARS MITE MSC PAGEQT GMFR 61 EAOH STRAP •JWI.L T3 FA9TTSED TO TIE 9TWJCMirJ_ F RAHEYL'RJC OF THE OALDINL YfTi4 CTT V2' BOLTS ■IA STRAP. H••eSfE TIE JOISTS DO NOT 5EAD RTTO 1}E LI.FRL°Y TC AIG110R 51RAFe sNV10E LON@GT ®702' % LROS61 N6AFflWYM OP P•' JOIJ:S T�TIBS °..tWLeE GOKEGTm ' TO EK.N JOIST MATH (� FBN'Y N:.V L$. 5� - NINE? 4 SEISMIC TIE STRAPS NOTE. SEE SC ED4F FOR RORIE VERT. RE11✓P 01.,1(21 TOO ▪ BE I/10 OF . 164 •XI tN :.. EARTHGUARE STTJPS ORAF ARaRA :. BETE VERT BARS OVER SOPA MAIM 6' MIN. RETURN .5 TIM • i5' OL. VERT. DEL! TIES AT EAGH BEND IN VERT REINF. RE: TABLE 31-8 USL. BOND (2) •4 .4 e (4) •5.. VERT CONT_: W/ 2 MIN. SPLICES_ GHI�P 2 )15 EXCEEDS AREAS OF FLUES, THROATS AND DA PPI5P5 PER TABLE SI-A U.BL. PROVIDE MIL 6 S0. IN_ OUTSIDE COMB. AIR MIL 8' FRONT AND SIDE WALLSAT SMOKE G4w.e R MIS b AT BACK Y Mi.. - t/2 MN. OFFSET CHAMBER OFNO SIZE TO BE PAN MN 40 %OF RE0D '.. 9E AREA. PRE3RIGK JOFRS NOT TO EXCEED 1/4• b MIN MNSOIR.Y etAsorat EPRE'L.AG(8 MALI. FOUNDATIONS L TED ON DEIGNED PER (HMS_ 16 18, 14,21 AMC' 22 WO. • SMOKE GHN BHi H iP64r.4...r604m a•JMen IS HATWeOVLE tY0AA7KNS FIRSALACES IIOG7f1aC >r 6' WCE 1.6611 FIVE MALL. 1AMPMO 4 0- NATURAL sagAID OF FOLNEMOIONSSEr PORI. R TASE)A. SEE FOU N DAT!ON PLAN _ •4.•. .2•:0.C. E.M. 8[ S01 REINFORCEMENT veer., 1I051ECNGAL 5•155 5•155 41.5 .s .16. R LiT AT EACH FLOOR O LBLM6 E MOI@ THE Y Y•THIM T EXTERIOR WAILS OF T® 6 AE+ _ wives AT G INTO cFJUNSJFlmR JOISTS ]JC FLAT "AL' YV [v.16 PBiK NA EA JOIST [4.A5T5 FflN) '. L111IL MASONRY OVER Ht T FlREPLAGE OPENS. SHA UP ® 9T' LL BE SPORT A HON - 045057 LE LIIi48_ CONSTRYiTiQI EACH Y.HMIEY SNAIL 5E50 G0l7141CTTE0 A5 TO SAFELY CONVEY FILE 6ASEE5 N OG FJt®I!K TIE MAXIAL 1 TB P9tATUFiE POR TE TYPE OF CONSTRICTION FOR TH TAeFT'NO..' APPLIANCE. UDC. AND SMALL BE CAPABLE E T O ORAPT-AT ELATIO NOT 41 THAN TlW T'AT RE REQ•IRECt ® FOR 9w PBRhT10K E O 9T®. 5T AT LEAST 1Y NATO THE GIPICY 1445 A MC BE. Y6TN A6 EXT B 6 10N ARaRA TE VE RT. FBNF. BARS M TIE MEEK FACE OF THE CHINSFT. Ci•1!YtXPS 14ASOMET(HONEYS MAY EE OFFSET AT A SLOPE NOT MORE 54.4 UNCIEi IN 24 Roes BUT NOT MO. THAN ONE THIRD OF E 01145410,1 01145410.1 OF T FE CHRF' IN TE OF:WT.4 OP TI£ aFSET YIETZE (REV TE t. S HALL CUTTO FIT WN GHE M 911E OR SHAPE OV SES M TIE SI7f OIZ SFIAPE OFA MASOKKY CAiR.EY. MERE THE CIRr•EY P ASSES RF ., l}E POOPRAIt. SHALL ON Q NOT OR M RA A OLSTANCE , OF 6' ABOVE OR eeLow THE ROOF SEPARATION OF MA50MIY G I PA9fi Sv S�A0TARY C168E PAS9^5B7A.T5. 'A OR T40T� rts e M A 4 INCNG �a TACK BOWED SNAIL O ED INTO BY MASON Nor LESSTUN TM NCE 'T YAW. OF THE f:+P4MEY. FlRE5T OPPINS TH HEIY♦311 GI1@REY9 AIA MOODBI CONS55.1105 SHALL MEET E REGUIRB43RS OF SECTION 9102 UBC. SHALL ee GARiLLY SE. M APPRP/ffi MORTAR Hr., e 9 GLOSEfITTN6 JOINTS LEFT SMOOTH •ra F: I/2 F-0 SECTION THROUGH CHIMNEY m ( e BEAM i/4' TIES •. IS' AND (2) TES • EACH BED IN VERTICAL STEEL. FLASHING 26 OA. CORROSION RESISTANT METAL (2) 2X6 FLAT (0 45 ) W/ (2) 16 PENNY NAILS •' EACH 1ST. (CAVE2 (4).515. MIN) SEE - EAR HOUACE'BRAGIN6 MAINTAIN 2' CLEAR' TO Mi8 CAUSTIBLE MATT AT ALL FIREPLACE, SMOKE GHAt•1BHRAND ALL CHIMNEY WS. COMBUSTIBLE MAT( SHALL NOT BE PL.ACEp WITHIN 6. OF FiRPL0C. 01,45. NO • �\� 12 OF B FRPL0. OPN6. SHALL PROJECT MORE THAN 1/9 FOR EACH I CLEARANCE FROM SUCH OPENING. 2 1/2 A146(.£ MV EN 5' D BFAIN R5 %Ji ,. _ \ 9 O.G. T H SLAB *4 e 2 0' Mlx 20' 5 16 8 Pl, 4. ,.3j STRAP W/ (0) 16 2 PENNY NAILS jL� Nm % M - I/2' . X 2 Vr KWIK BOLT ' FRAMN6 NOT TO CARAT FE.ARTH LOAD ixerr OK 3000 9aL (t•m 2'JM. ?SP 900 SCALE . Vr - C.0 290 FIREPLACE` %q`' 1 3 CITY Of TT.i1W!CiA FEB 1 3 2031 h ? c 1 a PRO. K DAIS a�a4 -ao PIMENS 4 FOUNDATION FINISH PER ELEVATION 0/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHSN6 PER PLAN Z- FLASHING OPTIO M 71) 6" FEN. /NALL FRAMING AND FOUNDATION DIMENSION NSION FINISH PER ELEVATION 0/ 15 LS. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ SNEATH(N6 PER PLANS Z- F1ASHIN6 WOOD TRIM OPTIONAL 1 1 • (I) e4 BAR I CONT. TOP TI6HTLINE STORM DRAIN • ` _ IF REC7,JIRED METAL POST EASE P4,• 4X4 POST P54B46 • 456 POST 6 MIL VAPOR I I t 244 (9.001 .81 OR TJJ.S PER PLANS I G 4� TREATED 51LL 1 P TEDI ANETER AHOR 75 AT 4' 0 0.G. , A 12 MAX FROM ENDS. OR L P S .JFE 1L 4 3ED 7 e4�MOET[r SCHEME; � *4 VERT. AT 16' OD. 6 MIL BLACK VAPOR BARRY .4-CONT. SOT. 5/4• T46. PLYWOOD SLBFLOOR EXT. 6LI ED AND NAILED R -14 BAIT. INSULATION Mix (5) e•4 BARS / cam 1 SEE ISOLATED FT6. DIM. EA. WAY • (S0LATLD 2. -0. m 2X4 STUDS • Ib' OL. R -YS BATT. 1(0.841101 R -I4 BATT INSULATION 5/4 116 PLYWOOD SLBFL.00R GLUED AND NAILED La 2X47 STUDS AT 16 OD. ' !LM' 2X FLOOR ..1015T5 OR TJ.1.5 PER PLANS • • 2X4 TREATED SILL A PLATE ry 4.- R AT ANCHOR 15 O 0 . OR PER %MARSHALL SCHEMA J 4• CONC. SLAB 0/ b MIL VAraR BARRIER O/ 4 6RAMILAR FILL __. - - - .4 VERT.• 16' 0C. �1 • (2) *4 cow. BOTTOM FDx DRAIN 4:e SCALE : 1.. I'.O• TYP I GAL GARAGE FEN. BEAM PER PLANS METAL POST TO BEAM CAMEOTOR P 44 • 4X4 P5157 PC46 • 4X6 POST POST PEFt PLAH5 SCALE : 1' . BUILDING PAPER TO BE KRAFT WATPW'R00P OR EC.NINRL _ i' I � 1 L NOT TO SCALE PRAMN6 1 FOUNDATION DIMENSION FINISH PER ELEVATION 0/ 15 LB. BLDG. PAPER OR AIR IFILTR4TION BARRIER 0/ SHEATHIN6 PER PLAN Z- PLASHING MOOD TRIM OPTIONAL z f 15 8 FPN. NALL 4• .. PERF. FDx DRAT 2X4 TREATED SILL PLATE IV I DIAMETER ANG10R T5 AT 4 0 0L . AND 12 MAX. PROM ENDS 1' FER MIKHE R T 5G -$ OR 5/4• T46 PLYWOOD SEFLR. EXT. SLUED AND NAILED._ L_ RIM 11-14 BATT. IN.SIILATION (I) *4 BAR CONT. TOP 6 140. BLACK V8 2X FLOOR J01575 I OR 7J.1.5 PER PLANS BBAMt PER PLANS POST GAP POST PER PLANS � $• X �nl 2X4 STUDS • W OD. R-Ii6 BATT. INSULATION 5 -14 BAIT INSULATION 5/4 T46 PLY110012 SUBFLOOR 6LUED AND NAILED 5/4' 716 PLYWOOD 8BF(.05R E)CT. GLUED AND NAILED .057 HANOER hi}ERg UlAU, /26I1EDtJIk lo&t1tve 94'4) ANcNoR tat51 SCALE : I' . I`-0• 2X65TUD5 AT 16 00. 5✓8' 'TYPE 'X• 6d4.13. • ALL GOMAKON LMN6 WALLS. R-15 BATT. INSULATION FAKE STAFLHD. SCALE . I•. 1 •, 0 • ... .. NOT TO SCALE sTBGVT •4''24.1 e 15. 0.C. TOP ' T'I i -r I 1 17 N r 0) •4 GONT.' -1 .4 VERT • L. z . / (2) # GOtf BOTTOM 6g PDN PERF. \' DRAIN SCALE : 1 1-0' PORCH SLA/FP■. FRAM'N6 t FOUNDATION DIh811110N 4• BRICK :VENEER :O/ 2 X 6 BUILT -UP CURB SKYLIGHT TO CONFORM W/U8L. SECTION 2404 5/4 PLYIKDOD SLEFLOOR EXT'.6Cbffi AtND NAILED. 246 STUDS • 1900_ 15 LB. BLOTS. PAPH2,OR R-I4 BATT. @iSILATION AIR UFILTR.ATON BARRIER / F . 1 0/ S(EA1HN6 PER .P1440 , /y2 � 5,44 GATT R61S.4T10 4 CORRI1 84105 ° 5/4 PLYWOOD •6LJBiA META( TIES • 16 O.O. - SUB FEMME/CT. DCi: 54GN WAY 3 r 7 � - IC TNLR[� OV6L'fR4 00 AND /// ` +� + 'T - �+ FOUDAnoN WALL ] �i� /1����li/�� /� 50( 6R01)T .OW HASHING �' '-2 T OR -1,,-i- PFR,P T.O. SLAB •,PORCH THAT'D' C .11,1114 i L(NE�OF ii: . PLATEk(/ DIAFEIBR - 4 - (2) *4 BAR. 1 : ANLf10R :AT 4'-O' 0.0 GOVT. TOP 4' GMU I AI'O 12`MAX PIRCI41 OR .• i ! I 1 � PE60E40.444 SG LWU.E8 'TIGHT LINE I I [ - L T• MIL ° @� M I50 - Z 5T0R14 DRAIN IF REQUIRE - . , . 6 mi.. BLA CK Y8_ FOUNDATION „Li T I z f 15 SKYLIGHT SIZE PHR P9 4 (: Wf 4' MN 0I HASHING AS RE0G4 8 ' MANN_ (LONER PAINS- AND U FIE R PAIR TO BE SAFETY 6LA56) WHEN TE SKYLIGHT I5 12 ABOVE THE WALKIHb SURFACE THE UPPER AND LOYEIR PA46 ARE a TO BE LAMINATED 6(155_ RAFT OR TRESE5 I 'YJC�K `4 ` PORGH SLAB /RA I SEP P5414 15 ((((0.381 f . 4 ERICK VEER O/ 6 LB, 906. PAPER OR : a� AIR RIM- NATION 0/ SMARMS PER PLANS METAL IIES AT 16' 00. y EACH MAT • BRICK. ND y GMU(SOW TO MN. W 0.C. 34'-0" 8' -0" 3' - I/2; 5'- 3..1/2 " t5' -10" / / 2'-0" . „, CO 0 SHOWER/ - D TUB O LIME OF WALL ABOVI 60 BP. BDRM -5 ® b FAMILY EXPOSED 0 g,� UI _ __4x9 HP. r, L 4' -'7" "10 1 --- G 3'-10" . - - O.. 6' 1/ I -IO :- IIII f WET BPR Ili 0 o RFy Tp [� A lA x{11 5 11 MN ", I X q 0 1 9 1/8Sc I0 V2" 24FN 'l. 6070 0.7. Pl. 5/8" TYPE 7C 5P. .ED. Al 111. &AR64E W6 L5 AlAlV 9LIN6�. i RAP ALL POSTS D BEAMS. WHEN TJJS ARE V. USE (2) LAYERS TYPE 'X 6W. *0. AT. OEILINb_ A i i gi; § @rn E. NOTE .16 E NOTE *11 I I'-6 1 /2" 1111 ' -1' 1101 SO 26 4© 10' -11" a'Y a 1 I is 10 b0 24FN4 L�L/l -/�� OF WALL ABOVE L7, 1 AI : 7 5'-6 P n 22' - O' 1A 14_0" • 36,0" 8:0" 2 . " , 5I -6" F \ Pro \.00 \001108 \QO1t06 tlwg: Nov 02 16: 19: 20 2000. p F A gi t?,J Sg o a hV 11111111111 °prl Qt . ;, 1 igi 11 I 4 X o ►ATOAMT Gl 4M IAIM N,IAIA OOILMI1114 71OI! MALT moY flMA1D MAN. TIAAM' KKK . irmunK • AMNIODYlDfl001 IAT- AALMIIII$Qgo ca, valor Tp *mow memo Popokom, moon $I M,b moo Tl�rIAtMO�Y, 1M -4, ". 2' - (2).11'10" TJI;Prq -�Q.. 22' -0" 9' -2 1/2" 34'- 46-0" 9' -10 I/2' 11- 1/8 ": TJI Pro -250 b'-0" XI 0 4 V. f SCALE AT CANTILEVER SEE SHEET e■ FOR HOLDOWN, SHEAR 1NALL, AND DRAG STRUT SCHEDULE. SQUARE FOOTAGE SUMMARY TOTAL FINISHED AREA FAN V.T.O. 50 BR (V 5 -8' :v -Ft /2 15' -11" KIT. DINING 14'-0 T-2 1/2 2' -O 1 / T-81/2" 111/2y 5' -O 1/111/5 5-10" V2 25' -2 HALL VAULT LIVING 10 -0" WALE. V4' .1-0' MAIN FLOOR FRAMING NOTES I. VRITTB4 DM@ISIONS. PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT TO ! 6=(' THIS FLOOR UNA. S. ALL +EA 751'S TO BE 6%b HF. •2, U) . 4. BOTT Cr HEADERS TO, BE 6'-8 'THI FLOOR t I 5 OIFB2M I E NO'iFD.. 5. ALL EXTERIOR V Y LLLS 2x61WTH R-I9 INS.LATION UW.ESB GTNERVIEE NOTED b. ALL: FRA NAWNG TO SATF5PC CHAPTER 25 UBL. ELOOK RC4 PLYWOOD . . ALL EXTERIOR S i ATHIN6 VAR.® WITH ION - AT b' 0.C. 0= D6E)'AND 12 ). ' O.G. fPlE (RLE56. NOTED OTHERAKA T'YPIGAL ` 7. PROVIDE DOUBLE JDIST5 oft SOLID BLOGKIN6 OVER SLYPORTS. S. FIRE BL0GK1NS AT ALL PLUMEIN6 PENETRATIONS:- OPT 2040 S.L. (S8.) 5' -3 i /2 "> 3'- 3`1/2" I/2 "', 11 -10" 45' 45 2 - ' -l0 1/ " 3' - 10" 4' -0' 4' -0' 4-0 9. ALL STORASE AND SPACES UNDER STAIRCASES TO BE FINISHED MYTH 5/b' TYPE 'X' GYPSUM BOARD. 10. • DENOTES SOLID BEARING UNDER GQNLENTRATED L.OADS. 55 (21 2x4 AT 4 WALLS UNLESS OTHERWISE NOTED_ li. FINISH ALL CEILINGS WITH 5/e' SY•SUM BOARD: MI PROVIDE 26 -6AU6E GALVANIZED SHEET METAL FLA- SH1H6,ABOVE WINDOPS AND' DOORS. (TTP) LAP BUILDING PAPER OVER IS. WMDOP S SPEUFlED ARE Mr"' F6R BY. SUMMIT, OR EQUAL-0, . PER SGHEDIAE CONTRACTOR TO! VERIFY" ALL ROUSH 14. FASTS( MLLTI -L•M ZX BEAMS PER U.B.C. STANDARDS, GH. PTBZ 25-1; TYPICAL. 15. GEILIN6 JOISTS TO BE 2,* AT 24' TYPCCAI. UHO. PLAN EHEI'SS JOIST DIREGV.Ok 16. ALL VOIDS TO. BE FIRE/I: AFT BLOCY - PEWL U5L. SECTIGN 'lob. SDRM -2 12'-0" 4' -0" 4' -0" IT. ALL 71185 AND SHOVERS, • FIRE.BLOCKINS 13ETWEEN STUDS. • LIMIT SHOVER FLOW TO S 6P.M. • WATERPROOF WALL TO WITHIN. 70' ABOVE DRAIN. INLET. • ALL 6LAZIN6 WITHIN 70' ABOVE DRAIN IM-ET TO BE:SAFETY bLASS. • NO VAPOR BARRIEREEFIND SOP. ED. IS. ALL SMOKE DETECTORS TO BE 110 VOLT. WITH BATTERY BACK -UP,, ,INTERCONIS 19.. FROVIEE CONT. HANDRAIL AT STAIRS A MIN OF 11/2' FROM INALL,.,REFER TO DETAIL 14 ON SHEET NO. 2. RECE CITY OF NOV 1 PERMIT 20. WALLS -WITH 6REATE14. THAN 600 PLF REQUIRE A MINIMIFY O A sx tAer.iteg AT ABUITINS PAS. ETDSE a AND SILL PLATES. FOR WALLS BETINIMFIZ50 AND 600 PLF, ANCHOR BOLT SPACINS HAS BEEF( DEGREA EY2 15T 1/2 SSE 2x MB'( S). US.C.. TABLE 25- 2- 11 -I -I, 21. HANGBiS AT POSITIVE CONNECTION TO BE SIMPSON OR EQI/Al. :. 22. DENOTES STRAF' HOLD DOWN LOCATION • VENOMS BOI.TEP SOLD DOVN LOCATION 25.:" I:2S = LOCATION. OF FLOOR RESISTERS LINE OF WALL ABOVE SOFFIT 4 INSLATE AT CANTILEVER 4x5 HP. *2 PT. ©©flr ftairmingp ) FRAMING NOTES I. WRITTEN DIMENSIONS TAKE FRECEDEHCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT b'-1' THIS FLOOR UNA. 5. ALL HEADERS TO BE bxb. HP. *2 UNL.Es OTH E RWSE.NOTED, C150K PLAN. EGWI VALENT. PARALLAM BEAM. MAY BE SUBSTITUTED: IN PLACE OF BEAMS t HORS. 4.. BOTTOM OF HEADERS TO BE THIS FLOOR UNLESS. NOTED OTHERWSE: 5. ALL EXTERIOR WALLS 2*G WITH R -19 INSULATION UNLESS NOTED oTFfERYU5E. 6. ALL FRAME NAILING TO SATISFY 15. CHAPTER 25 U.B.C. BLOCK ALL PLYWOOD EPGR AND NAIL WITH DV AT b' 00. TYPICAL ALL ExT. WALLS. 1. PROVIDE DOUBLE JOISTS OR BLOCKING MERE PARTITIONS OGf.UR ABOVE 14. S. PROVIDE SOLID BLOCKIN5 OVER fe_PPORTS. 15. 9. FIRE BLOCKS*, AT AL PL MBIN6 PENETRATIONS 10. ALL STORASE AND SPACE UNDER STAIRCASES TO BE FINISHED WITH 5/5' TYPE 'X' 6YFEY.M BOARD. IL • DENOTES SOLID BEARINS UIDH2 CONCENTRATED LOADS USE (2) 2x6 AT 6' WALLS. USE (2) 2z4 AT 4' WAILS ULE SS NOTE& OTH9iWISE 12. FINISH AL GEIL1555 WITH 5/5' 6YPSUN BOARD. AT SARA/3E USE 5/b' TYPE 'X' GYP. BD. AT ALL COMMON LIVING WALLS/'. TWO LAYERS a CEILINGS BORODSINS LIVING AREAS AND MIME FRAMING IS GREATER THAN I6' O.C. VRAP ALL POSTS AND BEAMS. FASTEN 1VILTT -L.AM. 2X SEAMS MR UBC. STANDARDS, CHAPTER 25-I TYPICAL HANGERS AT POSITIVE CONNECTIONS TO BE SIMPSON OR EGWAL IS.. AL VOIDS TO BE FIRE/DRAFf. BLOCKED PER UISO. SECTION 10S. IT PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I/2' FROM WALL, REFER TO DETAIL 14 ON SHEET NO 2. 18. m. LOCATIONS OF FLOOR RESISTERS 19. UPPER FLOOR FRAMING TO BE 2x10 FP *2 FLOOR JOISTS • I6' OA., TYPICAL UNLESS NOTED OTHERWISE, PLAN SHOWS DIRECTION. SOFFIT 4 INSULATE AT CANTILEVER PL. ErI I/4" = DOO& 358 VINYL'.SIDM6, TYP. VINYL. TRIM, TYP. I/4 I' -0' 4X4 P.T. POST IId1UII liii V = c.111 of O ItitiVia f D EE8 i 3 260 S toad RECEIVED RA CRY CF,TU" t 3 2 0bU ?ERNIT CENTER 007 u(lo© OPT. 24'X24' SKYLIGHT dwat ®\th© SCALE V4• OPT_ 24'X24• 5KY1.16Ffr ELEVATION NOTES I. PROVIDE G FETAL 61JrTERS TYPICAL. 2. PROVIDE ROOF VENTS PER UBG. SEGTON 15053 ?YPIGAL' 9. PROVIDE GALVANI�`SNEEThETAL FLA5NIN6 AND GOUNTB2 FLA5HIN6 AT ALL RO OF.PEtgTRATIONS ING LUDIP GHI t•B�YS. 4. REF93t TO �3EGTION. STO$ UBG FO 67117EY GON5 TRU GTION. 5. PROVI NEATf�2 STRIPPING AT ALL D00R5 At V NDOWS_ = GfJAK ' EXTERIOR JOINT -AND PE ETRAflO IN - EXTH2IOR 6. BRICK TO SE SUPPORTED BY STE6. LINTELS AND SHALL NOT SEAR ON WOOD T. FINISHED fiNTIER1012 ` GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT 2% FOR A:MINIMJM, OF - 5 FEET. S. POST APPROVE17,RJMEEH5 OR ADDRESS ON 1R OP L AN6. ADDRESS. SHALL BE PLAINLY VISIBLE AND LESISLE FROM TTE . ... STREET : FRONTING THE DPELLIN6. 4 SCALE'. s .;c4s? 2X6 TRIM 2X6 TRIM - E/V/SELOE N\yild - I los I 'dYY OWIfWII Mill7ll�d 1[III�/OYA rILL�11W5Y1 A 'AAIMIOMI AMIOIf EMII AY6 �C�IT M J�yyN�� r7 " ! „ 11 11 I11 i/�,If) 1 ,r1: . I II/ L i6 - o 14 MI M j IV _ INV y MWO Iwuwl �y � 41164> �7i ° L** .M `I I �.I 11 :) [) 1 L .: �f 1 y Q f � '7 SS .Q— j. CS. 21096196 9 .1ti:141GlIFA GINS '.70 .1 I 6ii6611111. Loss .., ...y 0002 210 8[ 9 [ Zo noN n41 6Mp 80[600 \901[0010C \ I1 il U 3 1J 0 5 10 20 SCALE 1' = 20' LOT PROPOSED, BUILDING 7,198 Sq.ft. FF 97 GF 96-'" _ - .PROPOSED BUILDING FF =96 T 3 GF -92 8 sq.ft. n11 ,,s, RAi_P t,IN ' ' / N �_x_FJ7_t�9 EX. DRIVEWAY ii 8,7 R.O.W. CRESTON ST 1 PROPOSED F DING GF 96 L ---- N. 87 2655 W 119.99' S. 1 08TH STS P.PO PORTION OF THE S.E.1 /4, OF SEC. 3, TWN. 23N., RNG 4E, WM KING COUNTY, WASHINGTON FACE OF EX HOUSE #4618 R.O.W. GUY POLE E5 8" PIPE IN V=81.49 ROCKERY .1 .86 L'i___ r_ R . 0 . W . +VIM ---!- i - R.O. W. 10' ' VALE t SAN TARY SEWER EASEMEN EX. CB RIM = 98.30' INV =94.56 (78 ") STORM NOTES: 1. ALL' WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF TUKWILA STANDARD SPECIFICATIONS AND WSDOT /APWA SFANDA : E- 'UCATIONS, LATEST EDITION. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND. A. PRE - CONSTRUCTION CONFERENCE WITH CITY OF TUKWILA CONSTRUCTION INSPECTION PERSONNEL 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS PROGRESS. 4. ALL STORM. DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION F120M THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBUC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND MIY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY_ 6. ALL LOCATIONS OF BASTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY CR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RE_SPONOBIUTY OF THE CONTRACTOR TO DIDEPEMDENiLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWII AND TO FURTHER DISCOVER .AND AVOID AMC OTHER UNTIES NOT SHOOK HEREON WHICH MAY BE AFFECTED BY THE BIP EP ENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT NE UNDERGROUND UTILITIES LOCATION SERVICE (1- 800- 424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR FIS REPRESENTATIVE. AND THE DIRECTOR SHALL BE CONTACTED IMMEIMATELY IF A COLFUCT EXISTS 7. ALL STORM DRAINAGE SIRUCNIRES, AS DEOER1ATED N THE PLANS, SHALL BE ONE OF THE FOLLOWING: A. YARD DRAIN - .ASSOCIATED SAND AND GRAVEL CB-10. OR EQUAL B. INLET - APWA STANDARD PEAKS 8-46. ASSOCIATED SAND AND GRAVEL CB -17. OR EQUAL C. TYPE 1-0 CATCH BASH - ASSOCIATED SAND AND GRAVEL CB-15, OR EQUAL D. TYPE t -D CATCH. BASIN - ASSOCIATED SAID. AND GRAVEL CB-6, OR EQUAL E. TYPE 11-48 INCH CATCH BASH - (01111 MINIMUM 24 INCHES DEEP SUMP BELOW INVERT), ASSOCIATED SAND AND GRAVEL CB-19, OR EQUAL F. TYPE 11 -54 INCH CATCH BASIN - (MTH MINNl1M 24 INCHES DEEP SUMP BELOW PIPE INVERT), ASSOCIATED SAND AND GRAVEL 54 ACHES PRECAST CATCH BASIN, OR EQUAL G. TYPE II -72 INCH CATCH BASRA - (WITH ANTRUM 24 INCHES DEEP SUMP BELOW PIPE INVE121), ASSOCIATED SAND AND GRAVEL 72 NCH PRECAST CATCH BASIN, OR EQUAL H. SPECIAL CATCH BASINS. OR DRAINAGE STRUCTURES. SHALL BE AS DETAILED IN THESE PLANS_ NOTE ALL UNIT COVERS SHALL BE PER CITY OF TUKWILA STANDARDS AND ALL STRUCTURES DEEPER THAN FIVE FEE! (RDA TO INVERT) SHALL BE TYPE R AND EQUIPPED '10TH SAFETY MANHOLE OR A MANHOLE LADDER, PER COY OF TUKWILA STANDARDS_ 8. ALL FRAMES, GRATES AND /OR SCUD COVERS SHALL BE CAST IRON OR DUCTILE IRON AND SHALL MEET COY OF TDKVALA STANDARDS A. STANDARD FRAME AND GRATE - OLYMPIC FOUNDRY CO. Na SM60 D/T OR EQUAL. B. SELF- LOCKING VANED GRATE - OLYMPIC FOUNDRY CO. NO. SM50 -5L OR EQUAL C. SOUD, LOCKING, RECTANGULAR COVER - OLYMPIC FOUNDRY 00_ NO_ 04605 D/T OR EQUAL D. SOLID, LOCKING, ROUND COVER - OLYMPIC FOUNDRY 00. NO 117730 D /T, MH36 W/T RESPECTIVELY OR EQUAL NOTE ALL GRATES SHALL BE MARKED "OUTFALL TO STREAM - DUMP. NO POLLUTANTS." ALL SOLID COMERS SHALL BE MARLED "DRAW_ ALL GRATES SHALL BE DEPRESSED 0_04 FEET FROM SURROUNDING CURB. OR PAVEMENT TO INSURE ADEQUATE DRAINAGE LEGEND O SET REBAR & CONTROL CAP - EX. POWER POLE ✓ EX. GUY ANCHOR c EX. FIRE HYDRANT pd EX. WATER VALVE ❑ EX. CATCH BASIN ® EX. WATER VALVE IN VAULT EX. WATER MAIN EX. DITCH APPROVED BY THE. CITY. GENERAL NOTES; 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF TUKWILA STANDARD SPECIFICATIONS. AND WSDOT /APWA STANDARD SPECIFICATIONS, LATEST EDITION. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE - CONSTRUCTION CONFERENCE WITH THE CITY OF TUKWILA CONSTRUCTION INSPECTION PERSONNEL 3. AN APPROVED PLAN SET MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL 517E WORK IMPROVEMENTS SHALL 'BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. ANY DEVIATION FROM APPROVED PLANS WILL REQUIRE PRIOR APPROVAL. FROM THE OWNER, ENGINEER AND APPROPRIATE PUBUC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE ARO ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. . ALL LOCATIONS OF EXISTING UTIUTIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT. SHOWN HEREON WHICH. MAY. BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1- 800 -424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFUCTS EXIST. 7. LOCATIONS OR ROADWAYS. BUILDINGS, AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE.. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE SURVEYOR/ENGINEER AS REQUIRED. a ANY APPROVED CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE. WITH CITY OF TUKWILA STANDARDS ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS. SAWED, OR WHEEL CUT UNES. A TEMPORARY COD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. THIS EXISTING ROAD SHALL BE REPLACED WITH AT LEAST 3 INCHES OF COMPACTED CL "B" ASPHALT CONCRETE, 6 CRUSHED ROCK SURFACING TOP COURSE. (5/8 INCH MINUS), AS REQUIRED DEPENDENT UPON A. SOILS ENGINEERS RECOMMENDATION AND TESTS. IN NO CASE SHALL THE REPLACEMENT BE LESS. THAN THE EXISTING SECTION. 1. OLYMPIC FOUNDRY SELF -LOCK VANED GRATE SM505SL IS ACCEPTABLE: ALTERNATIVE SUBJECT TO APPROVAL. BY ENGINEER_ 2_ USE. WITH TWO LOCKING BOLTS 5/8 11 UNC -2A STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2" LONG, IF SPECIFIED. NOTE SLOT DETAIL 3. MATERIAL IS DUCTILE IRON ASTM A5336 GRADE 80 55-06: 4. "OUEFALL TO STREAM - DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA 9. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE FLANS. ALL PIPE JOINTS MUST BE GASKET. WATER TIGHT AND MUST BE OF THE SAME MiLI NAIL AJ TETE PIPE.. ALL SHA., HAW. ° • INITA COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 50 AND 16 INCH THROUGH 24 INCH DIAMETER PIPE EMU.; BE CLASS 50. ALL IN ACCORDANCE WITH USA STANDARD A- 21.1 (AWWA C -51)_ ALL JOINTS MALL BE P001 -ON , MECHANICAL OR FLANGED (6" MIN. COVER). B. CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE STALL BE NON- REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM 0-4 (CLASS II) 21 INCH THROUGH 36' :600 DIAMETER PIPE SHALL BE REINFORCED, BE _L AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C -76. (2 FT_ MIN COVER). C. CPEP - SMOOTH INTERIOR PIPE AND FITTINGS SHALL BE MANUFACTURED FR011 HIGH DENSITY POLYETHYLENE RESIN WHICH SHALL MEET OR EXCEED THE REQUIREMENTS OF TYPE 111, CATEGORY 4 OR 5, GRADE 233 OR P34, CI.AS5 C PER ASTM D1248. IN ADDITION, THE PIPE SHALL COMPLY WITH ALL MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO M294, (ADS N -12 OR EQUAL). 10_ ALL PIPE BEDDING SHALL BE APWA TYPE °F' FOR FLEXIBLE PIPE (I.E PVC, SNP OR ADS). ALL RIGID PIPE (LE DUCTILE IRON OR CONCRETE) BEDDING SHALL BE APWA TYPE ° B' FOR PIPE COVER GREATER THAN 36 INCHES OR APWA TYPE ° B' FOR PIPE COVER LESS THAN 36 INCHES BEDDING MATERIAL SHALL BE 5/8 MINUS CRUSHED ROCK ONLY FOR ALL PIPE EXCEPT FOR DUCTILE IRON_ 11. ALL TRENCH BACKFlLL IN AREAS OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D 1557 -70 (MODIFIED PROCTOR) ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT MINIMUM. 12. CONSTRUCTION OF DEWATERING (GROUNDWATER INTERCEPTON) SYSTEMS SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICATIONS, SECTION 61 -3.02. 13. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT AtL TIMES BY SWEEPING. WASHING THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF TUKWILA APPROVAL 14. PRIOR TO ACCEPTANCE I OF CONSTRUCTION AND/OR 'ISSUANCE OF OCCUPANCY, PERMITS. SURVEYOR, CERTIFIES AS -BUILT MYLAR DRAWING5, MUST BE PREPARED OF ALL STORM DRAINAGE, FACILITIES. 15. ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION I WITH ALL CONSTRUCTION ACTIVITY UNLESS 'THAT. ACTIVITY EXCEEDS THE CAPACITY. AND INTENT OF THE EROSION /SEDIMENTATION CONTROL FACILITY OR UNLESS.. OTHERWISE LEGAL DESCRIPTION LOT 9,. MERRICKS ACRE TRACTS, DIVISION NO. 2 ADDITION TO THE CITY OF SEATTLE. ACCORDING TO THE PLAT THEREOF RECORDED 114 VOLUME 12 OF PLATS, PAGE 47, RECORDS OF KING COUNTY WASHINGTON; EXCEPT NE NORTH 10 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING N0. 2948531; AND EXCEPT THE EAST 10 FEET THEREOF CONVEYED TO KING COUNTY FOR 47TH AVE SOUTH, BY DEED RECORDED UNDER. RECORDING NO. 3012584 AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD PURPOSES UNDER RECORDING N0. 6496643. SITUATE IN THE COUNTY OF KING; STATE OF WASHINGTON. BENCH MARK SQUARE ON 5E CORNER OF 3X3 CONC. BASE FOR METER BOX 0 SW CORNER OF 5_ LEO ST. & 51ST AVE. S. SEATTLE ENGR. FIELD BOOK $ 2349J PAGE 21. ELEV. = 4111,1P plans have been reviewed by the Public :Votes Department for conformance with current :ndards. acceptance is subject to errors and w h i c h do not authorize violations of ea standards or ordinances. The responsibility o he adequacy of the design rests totally with the _signer. Additions, deletions or revisions to these JRAIVOgs after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. NOTE: 1) 511E SURVEY PROVIDED BY DO085, FOX & ASSOCIATES. 2) INFILTRATION SYSTEMS WILL BE UTILIZED FOR LOT DRAINAGE. DESIGN OF THESE SYSTEMS WILL BE INCLUDED WITH THE BUILDING PERMIT APPLICATION. 3) EXISTING WATER MAIN LOCATIONS TAKEN FROM CITY MAPS - NOT FIELD LOCATED. 4) ALL TREES WITHIN THE CLEARING LIMITS TO BE REMOVED. SHEET INDEX: 1 OF 3 COVER SHEET . &NOTES 2 OF 3 UTILITY PLAN; SAN {TARY SEWER PRML E 3 OF 3 T.E.S.C- PLAN, DETAILS &.NOTES. CORRE 'TION LTR# - VICINITY MAP N.T.S. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: Z /S /UI �Lhyn •ZQoo - 358 RECEIVED CITY OF TUK6NtA PERMIT CENTER as E m D NEM W E U O U DATE 01/17101 JOB N0.1517 -007 DWG N0. 1517 - 7ENG SHEET 1 of 10 N 0 z LL,I Ld U LLI O U PROPOSED BU I LD ING F F =96 T 3 GF - 92 8 sq. R.O.W. TOP=93.0 `TOE =90_p ?W SSMH #2 STA: 0+64.4, 7.64' RT. RIM =96.0± (MATCH EXIST PAVIN.G)- - , INV =89.08 (S IN V �NV 88.98 (N QU / STA: +O7 „`26',RT I i I STA: p0.4 ' • � - : '�04, ;24.2 RT. INV= .11± 3 /4 ",WATE M ETE R' PLACES) 4. 48!1O I - P.POLE 0 5 10 20 SCALE 1" = 20' °8 REMOVE EX DRIVEWAY CURBCUT SAWCUT 0 NEAREST JOINT, REPLA W/ NEW OTRB /GUTTER, SIDEWALK PER CITY OF 1UKWI STANDARDS & - SPEaACA11ONS; F 1 EEOF -1 I SSMH # STA:0 +15.86, 5' RT. RIM =96.7± (MATCH EXIST. GROUND) INV =88.49 (S) EX. INV = 88.39± (VERIFY) CRESTON ST 5 SIDEWALK R GUY POLE EX. CB \ -- RIM 83 23 \`\ - ` INV 79 63 (18 ") _ EX, F. HYO: • R� �'- 18 CMP SD _ -- -- i ----- --......,.........flrAi a , Air ii. -- i titAl i , ..._. 1 ` 22" STEEL BORE CASING SSMH #3 i STA:1 +51.6, 12.45' RT. RIM =98.2± MATCH EXIST. PAVING INV = 90.08 (SE) IN j _ -_ - LNV et =89.89 (N) OUT - c, iL EX. DRIVEWAY T- 'SSMH #i-' ' STA:1+78.88, 35' RT. . RIM =96 00 r 0_720 INV 90.3 ; _ - 4 w 8 � 2 ' 7 INV= 90.26 (NE) O UT _'1 a.EARING __ '_ L�4 -HL' 1 I 1----"--T1 RooF D - I 1 -.7-------s---- DI O I I / o I r7 I / V / - ROCKER - T -- N ° 26'55" W 119.99 ROOF DRAIN DISPERSION TRENCH -SEE DETAIL PORTION OF THE S.E.1 /4, OF SEC. 3, TWN. 23N., RNG 4E., WM KING COUNTY, WASHINGTON FACE OF EX HOUSE #4618 . STAi21-50 `25' RT INV080.6 ±j' ' EX 8" PIPE IN V= 81. 49 (' R.O.W. ROCKERY 35'x 10' BORE PIT', NOTE: VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO BORING. / _ I EX CB RIM 98 30 INV 9456 (18 ") = Lr . - SAWCUT AND RESTORE,' PAVING PER CITY OF TJKWILA STANDARDS & i .SPECIFIC �0N I 30LF 8" PVC SS STUB ® 6.98% ^ PLUG & LOCATE END W/ 2 "X 4" POST PAINTED WHITE, & MARKED "SANITARY SEWER" & WIRE TIED TO THE END OF 511J8 INV =91.15 I ,aa T.F\\ > �� I RELOCATE UTILITIES AS NEEDED. COORDINATE W/ UTILITY COMPANY FOR NEW LOCATIONS NOTE INSTALL 30''12" CONC. CULVERT I EACH DRIVEWAY. REGRADE DITCH AS NECESSARY TO PROVIDE I MIN.' 1' COVER.W/ RIP /RAP DITCH i EACH END OF CULVERT I 0' `P SANITARY 1 SEWER E■SEMEN 1I -_ SSMH# 5 STA:2 +690., 35" RT. RIM= 94:5 _..--11fV =90.82 (8 ") INV =90.99 (6 ") STA::,2 +731 25' RT. ' ' .INV =86.1± -- SAWCUT AND REPLACE IN KIND PER aTY OF TUKWILA STANDARDS & SPECIFICATIONS (TYP. 3 PLACES) A 3 +03, 7' RT. 4 ' 84 5, P-1rnw5 l r' 1 ' LEGEND QQ SET REBAR & CONTROL CAP - EX. POWER P ^_ - ✓ EX. GUY ANCHOR EX. FIRE HYDRANT pd EX. WATER VALVE ❑ EX. CATCH BASIN (J EX. WATER VALVE IN VAULT EX. WATER MAIN EX. DITCH PROPOSED PIPE @ PROPOSED SANITARY MANHOLE O PROPOSED WATER METER 1101 1001- 8 DATUM ELEV 75.00 01 STA: D+47 -, 6 PVC SIDE SEWER *0 +00 * STATIONS 0 C/L OF PIPE (TYP.) GEO- TECHNICAL REQUIREMENTS 1. THE GEO TECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS. INC. ENTITLED "GEOTECHNICAL EVALUATION ", PROPOSED 3- LOT, SHORT. PLAT, SW CORNER 4711-I AVENUE S. & SOUTH RYAN WAY, SEATTLE, WASHINGTON 00- 125 -01 DATED AUGUST 7, 2000 AND SIGNED BY. JAMES A. DOOLITTLE, PRINCIPAL ENGINEER, SHALL GOVERN CONSTRUCTION ON 0-115 PROJECT AS IF FULLY SET FORTH HEREIN. 2. A COPY OF THE REPORT SHALL BE AVAILABLE ON THE SITE AT ALL TIMES. 3. A GEO- TECHNICAL ENGINEER SHALL BE UTILIZED TO ASSURE THAT THE COMPACTION REQUIREMENTS AND ROCK WALL ETC. REQUIREMENTS ARE MET. RANDOM FILL TRENCH X- SECTION NTS - PERF PIPE INV =95.2± ®"CROSSING PRO °OSED GRADING' PLAN VIEW OF ROOF NTS ROOF DRAIN DISPERSION TRENCH NTS I o , o& 35g 8' SS STUB (S.E. 90LF 8'PVC - O - 0:51% - r - - _ I I 360E 8'PYC ®0.50% 4 PERF PIPE�,, SSMH# 5 INV =92.1± @, CROSSING SSMIi STA:12 +51.6, 1 H RT. S 2 +69.1, 35' RT. STA:1 +78 88 35.37' RT. RIM=98.2-4 RIM =96.00 RIM =94.5± MATCH EXIST. PAVING INV =90.82 (8 ") -_ _ _ - -_ _ - - -- INV= 90.36 CS) _IN -- 1NV=90.08 (SE) IN INV =90.99 (6 °) INV =90.26 (NE) OUT INV =89.89 (N) OUT *1 +00 - EXISTING GROUND. • 2 LEVEL TRENCH W/ PERF PIPE, TYP. 7. ALL PVC SEWER PIPE TO BE SDR 35 IN ACCORDANCE WITH ASTM D -3034- 8. D.I. SEWER PIPE TO BE CL50- 9. 22" BORE CASING TO BE USED AT OWNERS REQUEST. 87LF SANITARY SEWER NOTES 1. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATORS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL 2. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTION TO THE EXISTING SEWER. MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF TUKWILA- THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXCAVATION, BACKFlLL AND PAVEMENT RESTORATION. 5. ALL MANHOLES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS CONPLETE, IN ACCORDANCE WITH CITY OF TUKWILA'S STANDARDS AND SPECTIFICATIONS. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBUTY TO INSURE THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND PROPISED OR EXISTING STORM LINES PRIOR TO CONSTRUCTION. CONTACT PROJECT ENGINEER FOR POSSIBLE CONFLICTS_ 81/1. CL50 I 49LF 8 "PV_ ® 1.00% I + SSMH #1 SSMH #2 �_STA:0+64.4, 17.64' RT____ -I_._ STA: 0+15.86, 5' (MATCH T. RIM = 96.0±. MATCH EXIST PAVING) 1 - RIM-96.7t GROUND) (MATCH INV =88.49 (S) PROPOSED - SANITARY SEWER PROFILE HORIZ. SCALE: 1 " =20' VERT. SCALE: 1 "=5' Call before you Dig. 1 -800 - 424.5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY. LINES. WS COSTLY BORE CASING DETAIL SCALE: 1 " -1' 35'x 10' :BORE PIT 0 1.05% *2 +00 TREATED 4 "x 4" BLOCK FOR GRADE ADJUSTMENT INV = 89.08 (S) IN INV =88.98 (N) OUT !EX. INV = 88.391 (VERIFY) BACKFlLL 2'± OF CASING v � W /GROUT 1/2" WALL, 22" STEEL BORE CASING WAND CA STAINLESS STEEL STRAP RECEIVED CITY OF lU1cWVILA PERMIT CENTER NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING'. CONSTRUCTION: NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NGT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE' YOU DIG: 1- 800 - 424 -5555. DATE 01/17/01 JOB NO.1517 - 007 DWG NO. 1517 -70IG SHEET 2 of SCALE 1 = 20' SILT FENCE ,y . CV S. 108TH ST4 I SILT FENCE STRAW BALES PORTION OF THE S.E.1 /4, OF SEC. 3, TWN. 23N., RNG 4E., WM KING COUNTY, WASHINGTON FACE OF EX HOUSE #4618 R.O.W. <- lsl 55" W :119.99' • I I 4df � - ;j EX. CB P.POLE) RIM 83.23 1 EX. F. HYDE 1 _ - - \. _ CMP P «sn>I Ivr I COAWF �IDEBi1L.K;'_- -- -- - -- -'ice= -- DRIVEWAY Ii P.POLr ¢jI 4 -I48:10 ' 60' R/(W EX. 8" PIPE INV =81 _49 PROPOSED ;BUILDING i -`. ,GF 96 . � 1 ROCK , C9NSTRUC11O1 ENTRANCE. I, SEE DETAIL 1 I � I I I 1., I I I! I!1 I I I 1 EX CB RIM-98.30 INV 9456 118'; 1'P7C- CJATC LOCATION.Liic'!'IT wATERMAHI I z I ao 0 0 LEGEND - EX. POWER POLE e' EX. GUY ANCHOR EX. FIRE HYDRANT EI EX. WATER VALVE ❑ EX. CATCH BASIN EX. WATER VALVE IN VAULT EX_ WATER MAIN EX. DITCH PROPOSED PIPE QI PROPOSED SANITARY MANHOLE PROPOSED WATER METER GALVANIZED STEEL POST 2 "1(4" DOUG FIR OR EQUAL PROPEX SLTSTOP FILTER FABRIC OR EQUAL - USE 2 "J2" 14 GA WIRE IF SID_ STRENGTH FABRIC IS USED_ NEWLY GRADED OR DISTURBED SIDE SLOPE 1.0' MIN. TEMPORARY ''SILT FENCE 2.0" MIN. EROSION /SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN ( TESCP). DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTiCN FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE TESCP AND THE CONSTRUCTION, MAINTENANCE. REPLACEMENT AND UPGRADING OF THESE TESCP FACILITIES IS THE RESPONSIBILITY OF THE APPUCANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE TESCP FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 4. THE TESCP FACIUTIES SHC VD ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIODS, THESE TESCP FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENT AND AS THE CITY REQUIRES. 5. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND OPERATION. 6. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 7 DAYS SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESCP METHODS (EG. SEEDING, MULCHING, NETTING. EROSION BLANKETS. ETC.) GRASS SEEDING ALONE. WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH OCTOBER INCLUSIVE 7. ANY AREA NEEDING TESCP MEASURE, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED. WITHIN FIFTEEN (15) DAYS. 8. THE TESCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN' 48 HOURS FOLLOWING A STORM EVENT AND AS THE CITY DEEMS NECESSARY_ 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AN CONVEYANCE ONES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. STABIUZED CONSTRUCTION ENTRANCES AND. WASH PADS PER. CITY STANDARDS, SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 11. DURING THE TIME PERIOD OF NOVEMBER 1. THROUGH MARCH 31. ALL PROJECT DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR YORE THAN 2 DAYS SHALL BE .COVERED BY ONE OF THE FOLLOWING COVER MEASURES_ MULCH, SODDING OR PLASTIC COVERING. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY AND SHALL BE CLEANED OUT ENTIRELY WITH PROPER DISCHARGE OF WASTEWATER (I.E. SANITARY DISCHARGE). IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM. THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN 13_ WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED. FAST GERMINATNG GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (EG- ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATaY 80 POUNDS PR ACRE). 14. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED. IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES OR 3,000 U3S /ACRE 15. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE. AND AS THE CITY REQUIRES. THE PERMITTEE SHOULD ANTICIPATE THAT MORE IESCP MEASURES WILL BE NECESSARY TO PROTECT ADJACENT PROPERTIES AND ENSURE MINIMUM WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS DEFICIENT TESCP CONDITIONS AND PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS. WGASRAVEL HED ROCK OR PEA NOTE: DEVELPMENT (BUILDING PERMITS) ON LOTS 1 & 2 WILL REQUIRE EROSION CONTROL MEASURES AS FOLLOWS: PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA ROCKED CONSTRUCTION ENTRANCE Call before you 1 -800- 424 -5555 JJNOERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY UNES. IS COSTLY CONSTRUCTION SEQUENCE: 1. A PRE - CONSTRUCTION MEETING BETWEEN OWNER REPRESENTATIVE AND APPROPRIATE CITY STAFF IS REQUIRED_ 2. CONS TRUCT SILT FENCE AND HIGHLY VISIBLE DURABLE CONSTRUCTION BARRIER. 3. EXCAVATE DRIVEWAY EXTENSION AND CUT FOUNDATION TO NATIVE SOIL (ABOUT 2' -4') AS. REQUIRED. CUT AREA FOR WATER RETENTION PIT IN REAR YARD. ESTABUSH CONSTRUCTION ENTRANCE OVER FUTURE DRIVEWAY AND CONPACT WITH 2' TO 4" CRUSHED ROCK. EQUIPMENT: TRACKHOE /DUMPTRUCK (2 DAYS) 4. INSTALL UNE OF STRAW BALES ALONG SOUTH AND EAST SIDES OF PROPERTY AS REQUIRED. - SHOWN ON SITE PLAN (I DAY). 5. EXCAVATE 6 " -10" MOE UTIUTY EASEMENT TO PROPOSED GRADE ALONG EAST PROPERTY LINE. (1 DAY). 6. CONSTRUCT FOUNDATION WALLS AS DIRECTED BY GEOTECHNICAL ENGINEER. 'CALL FOR INSPECTION. (1 DAY) 7. INSTALL (FOUNDATION) DRAINS WITH 4" PIPE TO REAR YARD RETENTION PIT (DIRECT ALL RUNOFF TO AREA). (1 DAY) 8. BACKFILL FOUNDATION, COMPLETE RETENTION PIT WITH GRAVEL AND COVER. (1 DAY). 9. ESTABUSH ROUGH GRADE FOR DRIVEWAY EXTENSION AND FINAL GRADE WLIH FILL MATERIAL - AS DIRECTIED BY GEOTECHNICAL ENGINEER. (2 DAYS). 10. INSTALL SEWER MAIN EXTENSION ACROSS RYAN WAY PER SPI CIFICATION. INSTALL PRIVATE SIDE SEWER LINE. SET CULVERTS IN DITCH ON EAST PROPERTY LINE WITH 12" PIPE (15 DAYS). TOTAL- (27 DAYS). REMOVE SILT FENCE AFTER COMPLETION OF CONSTRUCTION AND HYIiROSEED ALL DISTURBED GROUND USING EROSION CONTROL MIX_' 1). ROCKED CONSTRUCTION ENTRY U PROPOSED DRIVEWAYS PER DETAIL THIS SHEET. 2). EROSION CONTROL FENCING /STRAWBALES ON DOWNHILL SIDE OF LOTS. GRADING QUANTITIES PHASE I & II Cut: 2531 yards Fill, 11 yards Net: 2520 yards (CUT) RECEIVED cITY of n�l< L+LA PERMIT CENTER NOTE: EXISTING UTILITY. LOCATIONS SHOWN. HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S. RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- '. GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO I REPRESENTATIONS IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON_ THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. SHEET 3 OF ai A DATE 01 /17/01 JOB: NO.1517 -007 DWG NO. 1517 -7ENG