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Permit B94-0332 - OLIVIER RESIDENCE - GARAGE
City of 7iukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila Washin on 98188 EXPI E 5-0i-r Permit No: B94 -0332 Type: B -BUILD Category: NSFR Address: 3805 S 150 ST Location: Parcel #: 004100 -0549 Zoning: R1.72 Type Const: V -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: TENANT OWNER CONTACT BUILDING PERMIT Status: ISSUED Issued: 10/27/1994 Expires: 04/25/1995 Suite: Type of Occupancy: PRIVATE GARAGE Slopes: N Sewer: N/A OLIVIER CHRISTOPHER 3805 S 150 ST, TUKWILA, WA 98188 OLIVIER CHRISTOPHER 3805 S 150TH, SEATTLE WA 98188 CHRISTOPHER OLIVIER 3805 S 150. ST, TUKWILA, WA 98188 Phone: 206 241 -7135 * * * * * * * * * * * * * * * ** * ** ** Pik********* ** * * ** * * * *** * ** * * * * * * * * * * * * * ** *eft * ***** * * *** Permit Description: CONSTRUCT NEW DETACHED GARAGE. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 16,560.00 Total Permit Fee: 504.00 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature ilaQ —a7'9y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature:___ ,L-- Date: .A2-22- 9.r Print Name:__ CejOLELD0.?.__1440:a&____ Title: ! fttle This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL Department of Community Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME 011 t'Y V PLAN CHECK NUMBER 32'P Li-oafQ SITE ADDRESS :5Soc- 3 Leo - SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not - applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. ........................ .. . ............................... DEP'AtTMENT . PLANNING ar-9,619 INIT. PUBLIC WORKS INIT: -Ws UFIREMENI MEIN CONSULTANT: Date Sent - Date Approved FIRE PROTECTION: • Sprinklers • Detectors FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- BAR/LAND USE CONDITIONS? Yes • No PUBLIC WORKS LETTER DATED: 10 0 OTHER INIT: BUILDING - final review BUILDING OFFICIAL TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes No REVIEW COMPLETED INIT: AMOUNT OWING: ^� �,� AO CONTACTED atris-5._t_421a9.-Y BY: (init.) ,...x:),),F3 DATE NOTIFIED j I o ', LQ^Cl tA 2nd NOTIFICATION BY: (init. ) 3RD NOTIFICATION BY: (init.) Storm -Dro1 rloa Q_ &54 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDII3 PERMIT APPLICATION DESCRIPTION ' ':.AMOUNT BUILDING PERMIT::FEE PLAN .CHECK FEE BUILDING SURCHARGE; RCPT • # !c;0.00 LIIPA OTHER: TOTAL - SITE ADDRESS SUITE # 3 805 S 45-0 -m Si VALUE OF CONSTRUCTION - $ )11),5lob PROJECT NAMEJTENANT Afir✓ 6-Y9,2/9 C - -E ASSESSOR ACCOUNT # 00 y/00 c -y9 -09 TYPE OF New Building U Addition LTTenant Improvement (commercial) U Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: fr h C 4G-• -E 7v ,.367 au/Ice . BUILDING USE (office, warehouse, etc.) G-AR4G -E NATURE OF BUSINESS: -_-- WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building 16 w v Eisinr Re,,iOnc.Q requirements may need to be met. Please explain: -, 9C20 Area of Construction: SQUARE FOOTAGE - Building: jaslin q J n nt Space: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? (X No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER ,Q 45'rOPH62 OG/(/ /Eg PHONE2y/ 7 /3S/2caoars- ZIP cpopAio, ADDRESS 3 8os. S /501" 3 j ?V/GCJ /,C./i GL/,c( CONTRACTOR Se T PHONE PHONE ADDRESS ZIP ,—.._. WA. ST. CONTRACTOR'S LICENSE # EXP. DATE , ARCHITECT G244,1E aes4, ti /N,, ,2tc Zak ,gee -t' PHONE &69 09 Sy ZIP ADDRESS /0803 i ,,,I. ko,,,,/e, II:HEREBY :CERTIFY::THATL :HAVE :READ:'AND.::EXAMINED THIS.APPLICATION.ANDKNOW THE SAME >' BE.TRUE AND CORRECT,<AND'1 AM AUTHORIZED.TO APP.,LY..FOR THIS PERMIT SIGNATURE • DATE 9. 7. 9y BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME cm&S /'PHe2 C9 /(/Y4 e... ADDRESS 3v0y- .5 / 5t7 ' 71/14.4117ef 9Cr /o{cf PHONE 2977731/C''e fl' ' CITY/ZIP CONTACT PERSON PHONE 2111 7135 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 9- DATE APPLICATION EXPIRES Permit No: PW94 -0151; Status • ISSUED Project: GARAGE RF DRAINP Site Address: 3805 'S .n ', 150 ST Location: 3805 S. 150 ST. Parcel #: 004100 -0549 Wetlands: Sewer: N/A Contractor License No.: OWNER OLIVIER, CHRISTOPHER 3805 S. 1 SOTH STREET, TQ WI;L A•; DW (1,9, ?: APPLICANT OLIVIER, CHRIGTQPH R °`7: '' ""-.�rt r"'" ", ~� ", ,'''• . CONTRACTOR OLIVIER, CHRI..SO;F' E-Rn a, �'` ;``.:`�,'M'�..'. TENANT • OLIVIER CH '` +KT PHER • } $. 11 r; ;M1 `,s Pho. ei , 20h 241-7135 a 5 g . ' , A , ,: 4** � ```N,, 3811., 1 1.�C1 ' TP% T,UI,WSL'n � WA�r'�:13:1 -�:Uw- •A **A * * * R * * * k AA **lc** -k. 4 'k k 911., r".;•(cC •k k�i4lk * .. •k k •k k •k k •k •k •k 4 4 k Ali k�rjl k k k, 4 k 4 'k k k k k k k k k k k :+ Additional Permit U,e:.c.0131 i „n:'" .**0‘' r46Dt�a�aU -eD \ti ''e DRAINAGE Fl- 'r,9M, THE' R00F OF ;Mt NEW GARAGE TO B,F.5• -, `-.1 COLLECTED,, AML TPVCN TO 'SUMP, AND; \FwoR'rE� MAIN TO o,, L v y' THE EXISTdi ; r DITCH IN 0,S 1 5 >0 H('6 ;T EET. 4.�'' * ',a 4.1:° E i; 1 :: t 1 n r S u 'r 'r F,t e t . �s�f 1't* �:�:� 4 t'� � f \, � a 4, 4 Additional SoquarrFeet.0 New 'SquA a Feet: .. 960 „` '� `a -,. - ,t.0'`� e ' . ;, �. > „� Inspect. y 'rl ,'ee, �.w • --..15...U0..'? ( .-. ,-7 Acct•�;4o: ,4.12/',4,,2.400 Plan C(ri� 'ck Seer F' dj;',, '--1•�j1 00/ r•�„ Acct Ma : 0C10 /3ti '`; t'1'?0 L FEE�1 •�!' —_ ~ r � - � y YVG+'�iratd • vJ .rte •ti • t. King Count a1ua�tri'on:, rr' ./A.'-''') 5, �t+�V Leae'� tjcor�str trcC art;: ,fr„i .00 * * * * * * * *** *�k� k•kerN*ck•ktkk *. *k':k4'kk}kk4k IS44k•Mh* ** k* 4•4.4**•kk.4•k•/ A'4* *4•4 4 •k•k* *•444* I hereby aon pt tqs cpernti't� an.t a. re•e t b.'` e- , ..‘.1. a fe 4't -” City f Tu lfu•icf al r, -t,,,� r`r� OFF licab ,e.ecior of the y k r ,p ode. We agr e that .11,e--.L i►.y of Tulolj la a)1 1 be held harmle t'b,r 11 ''or any claims, ar"i ir3.��i-s'° result. of °thins ir•o. Permits. wli i 4` hatve Gip ^ed beyond the ey: ' r' a it rt aC' '•- is 1 r qs� ), re -a- p•licati ? a r�eis. uance of the per i '' .� fee. NE ,, p t t� tlic u Yr e tai t,y � a�.a,,��n��(a ci i t � orta l Ali '. ,. .. GR Y ` /S.'r!' , yalr .,. �# .' .. is r4 ' � THE APPLICANT L c�T N'A�XY T�iE CITY IN.;RECTOR OF CO iMENgg gNT AN' OMPLETI0N OF�WORI: AT LEAy•�'04 HJJ IN ADMANCE. TO 'SCHEDWI?E AN ;r LL _ rro I��'EC /CALL �3ti— C�1 /�� '`* 'K• 69 +'AAA"; a 6,, 4? 0' • ORM L" RAIN.''.' E I _ _rueo1 10/27/1994 Approval Letter: 10/25/1994 Expires: 04/25/1995 Watercourse: Slopes: N Water: N/A Phone: (206)242 -2055 t4/ 'Signature. %'1 %�, e..` 741. "_:�. t.,,Date - - - -C . ; ?_ "::, • k*• k• k*• k•k•k *•k**•k***�** *•k•kk,r~•'k: 1:1<,:k *'4- k*k co, kkkkkkkk. .��tkkkkk*kkkkkkkkkkkk* APPROVED FOR ISSUANCE. BY`: JJ `� L L' �"' ,;'.4 �—• .,,•`�" Issued By. ► _ _. • ~ °, �, , ®.,�°�a�� L�_' - .Da'j. .1 Q�--a' 1(4 Authorized Permit Center Signature k* *•k4*•k•k•k *4-4444.4 **•4 * **•k **4.4444.4.44 *4:44.4 **4'4444.4444 '444.4.4.4.4•.4* *•k444'44kkk*•k *44'44*** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector 'Signature Date RETAKE OF. PREVIOUS DOCUMENT CITY OF TUKWILA Department of Community Development - 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 PLAN CHECK NUMBER BUILDII'3 PERMIT APPLICATION Building Division 98188 01 a L -'a DESCRIPTION " : AMOUNT KO .00 Li I BUILDING PERMIT: FEE:': PLAN•.CHECKFEE BUILDING SURCHARGE OTHER: TOTAL: SITE ADDRESS SUITE # 3 805 S /.� O sh S i VALUE OF CONSTRUCTION - $)11)/ �'rt n 1.t/ l.J PROJECT NAME/TENANT / ✓ 67.9,2/9 C.;-• ASSESSOR ACCOUNT # Iovi00 05-y9 ,o9 TYPE OF p New Building • Addition • Tenant Improvemen (commercial) U Demolition (building) WORK: • Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: /yEw ec 4c-,E Tv .cis [3ul%e . BUILDING USE (office, warehouse, etc.) 6-AR ,4.6-E, NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ck No ❑ Yes If Yes, new building 1614 / requirements may need to be met. Please explain: -Q LL 0 Area of Construction: SQUARE FOOTAGE - Building: ...112d0 q d :n. nt Space: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? X No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER ,e /STOPH OZ.////Eg PHONE2y/ 7 /36 /2cazo3s_ ZIP wcfcr ADDRESS 3 8,05 z /50447 j) Toxe r.a /,L.A G,/,y CONTRACTOR Se /, l PHONE ADDRESS ____� ZIP ,- .__._, WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT c244/6- oes+ti mic. L-rc,(,,11 PHONE cp59. 09 5-9 ADDRESS /04203 / ard" Kccg49 /ec, Roced Roc kcal-t' ZIP 1 HEREBY „CERTIF.Y THAT.:I. :HAVE; READ:: AND :> EXAMINED THIS APPLICATION AND KNOW THE SAiVIE BE TRUE'AND 'CORRECT, .ANDA:':AM.:AUTHORIZEII:TO.APPLY:TOWTHIS'PERMITXW T • BUILDING OWNER SIGNATURE OR PRINT NAME C/Ye/l JD►nNee dG✓ 11Yg AUTHORIZED AGENT DATE 9. 7.9r ADDRESS ./c4,05" J / 512 cl' 71i/44,,M 9d /eff CONTACT PERSON PHONE 2 9/7/3 ,6 yl 2o,s'3-' CITY2I P PHONE -2z/ /_ 7135 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 9- u DATE APPLICATION EXPIRES COMMERCIAL— NEW :COMMERCIAL BUILDINGS/ADDITIONS —1 Completed building Permit .application (one for each structure) • ..• • ••• • . . . • . . ..... . •.•• .• - :ASsossor: Account: Number::::::"':;•••• ;••••••J::::. Two Sets (2) of — Specifications :••• •••••:., • • - Structural calcUlation s Starepad.byf:'.1.3;:W...ashirtglee:State'liCe rise ' : . • . cl ••eSnogilsinrepOrt:tarnPed bY . . . . . • • • • •• . Topographical survay Energy .calcUlatiOns:•StaMpedba Washington Iicensed . . engineer orarchitect: . . . Legal description. • • • • • • • • •••••••• SUBMITTAL CHECKLiST • Working drawings, stamped by a Washingtoe:State:licensed.:.::::.:: architect, which Inc.lude: : : • -Site plan • •• .•• ::: • • • • Architectural drawings :. • • • • Structural drawings::: ' • : I.! Mechanical drawings .• Elevations • : : • : . • • • : :•:•• . • ••• Civil drawings :: • : • •'Landscape plan . : . . • • .. . . . Completed utility permit application (one for entire :project) :: Six,(6):,SetS pt .Civil drawings ..• ::. : • • .. •• . • , .. .. •::... ,:. , ..,...................-: . • • ...• ".•:.:•:• •••....., -:.',.:.•:•:::... •••:..: . , . • . ...•:.:.••:....::.:::•:•••,••..:::.:::::::::...:.•,.......,...:::.....::-....,:::•:::::,•,:•::::.:•::••••::•::•:.:•....::.:•••::.::::.:: . •::•.: . ,..::.,:. . . , .. . .. ... ... . ...... ...... ........., . ..... . ... ................... ..„...................„. • .. .. ::., .. ... .. „ „.................. ....... ., ...................... ..... .. ..... ...,.. NOTE:::.See'utility:i)orrititapplication:and checklist for.'specilic utility....."......:.".....:::".............: submittal .requirernents.:".:::•:::";::: :::::"..:"..:::::"::::: :::.:::::::::::•.:.::::::::':':::::'.:::::::::::::•::::::::::::::::::::•:::::::":::::::::::....:.'::::::::..:::.:•:::::::::::::::::: RACK STORAGE • 1 1 : : . • . :•• . Completed building permit application Assessor Account Number: ; 1.. • Two (2) sets of plans; which include :..• Building floor plan showing: • • • • • Entire space where racks will be located •• • Exit doors : .: • :: • • : • Dimensions of all aisles , *. ". • Tenant space floor plan showing rack storage layoutaisles and exits. • • .: .: • :::: • NOTE: include dimensions of racks (height, width and length),:aisles' and exit ways on plan. [---1 Structural calculations stamped by a Washington State licensed • engineer (rack storage 8' and over). • : .• . • • : •• • RESIDENTIAL COMMERCIAL TENANT IMPROVEMENTS ..... . . : . ........................................................................................................................... . . . . ... i • 1 • • • . •. Combieted.builcAng ..perrnit•applicetion'19ne.fer.eatt). structure or L: Assossor Account Number Two (2) sots of construcbori plans1 which inciudo r-iSite " • ......................................... .• [1 Overail buliding plan 1. .....:"....::•,'..y1369867nrPafijimi...i...1:‘..ecen6sitef.j'(c4; c> ••••• of buiiding or square footage FloOr..:.glart.:et:praposedtentint:pace • Tenant spaco pian with use of each room Iabelled . . Exit doors , egress patterns New 1 existing wall, •• and. walis to be domotished • :•• •.:'•.' .• • • .... • : • ••:. : . ::•:::i:::•••••,•:,•••:Cross:sectIons:•showing:wall•ConstruCtion'aed•methed.OV:;::::::::::: • . .. „. ... . StructUral:calculatiOes stamped by ongineer may be required if structural worI is to be done (2 sots) :::::•NOTE::::/tenyutility work applicat,on and plans • REROOF • .. • . .. . . . . ....... . . Completed buitding i:b.ermit: application (one for each structure • .• • Narrative.describing'eXisting roof,:rtiaterlarbeing retneved;:en : . . ma teria l being installed . . „ . . .• . . .„ . . . . .• . ••• • : • • :• •• • • • • • • • • •• • • -- • :•:: • . . „ . • •••• • • . .„. NOTE: A certification letter. is :required prior to' final inspection and s,gn •' NEW SINGLE•FAMILY DWELLINGS/ADDITIONS • 1 1 • • . . „ „ : „ , • , Completed building • permit application (one foreach:stit.iciure),...:,..„..:... • •••• . • "•••H: • ............................................................................................. Legal description Assessor Account Number • :: . L j Two sets (2) of working drawings, welch include; ' ••••• • • • • Site plan p (On plan, show closest hydrant location:: Foundation plan '.• Include access to building, showing : • Roof plan: Budding eiovaflons (all v dd., an- d Iength . of Buliding cross section . • :•••.• Structural framing Washington State Energy Code data . . :CortiPleted:Utility Six :(6) sets of site plans showing ::••• • . • • • •.',": • NOTE • Blinding :Cite plan and utility site plan may be combs ee utility permit application (?(.1ctipckhst for specific submittal roquiromenzs ' : ' : . : : " :•.• • . . • • • '1 : . . . Adcfftional topographical and SoilS:inforination:MaY pf:r1:!gint-fici!! untgue... site conditions. . . • • :. • .. ........ .. . . . • •••••: Completed buliding perrnitagplieation:,(one:ior•eabti structbre)...:-: j Assossor Account Number 1 , . . . . . : Two •,... (2) sets .• of worklng .„... • .... drings which include Site pfan Foundation plan Floor p1 an Roof plan Buiiding elevaons (alt views) Building cross socUon NOTE 11 . . •"•• . ....................... anY :tit/lily:Work Is : to be done and . pl ans : Must be submittod 1 1 • • material being installed " • . • :::::1VOTE: A: pei rti fiCatiodlettei-A:1*40ireqp:rior.tolinatlitSpOtleiriiilel,* off of the r01 • . , Permit No: PW94-0156 Status: ISSUED Project: GARAGE RF. DRAINA Site Address: 3605 S 150 ST Location: 3805 S. 150 ST. Parcel #: 004100-0549 1:)17:AINA!LE Issued: Approval Letter • Expires: Watercourse: Wetlands: Slopes: N Sewer: N/A Contractor OWNER APPLICANT CONTRACTOR TENANT • *********** Additional License No.: OLIVIER, CHRISTOPHER 3805 5. 150TH S TREE T.,---1;*:ITIA71541C.'9:0".:_~ OLIVIER, CHRISTOP:t1 — Water: N/A OLIVIER, CHRI37056ER- 10/27/1994 10/25/1994 04/15/1995 Phone: (206)242-2055 OLIVIER CHRWOPHER, Ph on. 206 3805 S 15aWTUK.14.1ILOWAkal&f,l, or," kft ' • vs *******Afe****,t14.kt:V*A*********1‘14**. AVAA 'f) tO . • Perm) ,br, scy; • 14n: - 241-7135 DRAINAGE FWM/1HEROOFOF THE NEW ,GARAGE TO Yt, 1 i'k \:', t el., •01,'Ito , COLLECTED AliD T4kEN 'TO SUMP, ANDs,i,FONX MAIN TO °,, f‘ i4' .,,., ;,, THE EXIS1G DITCH 1NS. 1501;14T EET:!,l ( AA****Akk*** Existing Squat Feet: iqe New SquIve Fle,ft: 4 960.,..f4 Inspec Plan C T King Countj ***********. Clit:On e:()) z4 Oki -0.9Additional of' t 1 • ". lel< Fee, : reK'-lle 001/ f ,i •••,, Lk i ...-- ,fte. . I / \ -..."-'&----.., I hereby aa pt this (permtteinAli,A9Vee 'tiq :1:kTqes 1 City of TulY'la,4 uliletpal Code. We agre-thrAti 11 tbr any claims ari.2ig. opd beyond the ex rap/i rie-is:Nance of the pe lit th/ L FEE: t4,41 % mum, 0 r' "' 7 3\\ ‘1' ,A AA Sdluar4Feev, r, Acct : ;41'7? ;;Ntr 400 Acct 0 ( ni.NA 1.0(\ \qt1...ue otiConstruct,Oongzeg. ... II,' * * 044.1i* A *Pk * *!k•k",*-71:7 * A AI* • .)e' • k k A,* A. • *AA* A* A A * k k k * * *r* A * * A A , '1/41, a p p 1 1 cabge .4..ee'lltiov he—L4y of 41.uk :1134 .: iE1-7,Tul=i1%1:Al&Vill 1 e tv ity e toot) fie diti on a 1 ,11-1E,CITY IN:PECTO OF cooMENcg ps IN 'ADIVitC.610T.:0S0CtI,INWOE AN Liu ',14, 4 held harmi? Permits whiA re-applicati fee. THE APPLICANT 01 OF WORK AT LEAS 433-0179; .. 0% 1- NC 74 HI .00 ***AAA** of the 11 be t. Signature: Y:N *******A*****k**%4************* 1:h APPROVED FOR Issued By: ISSUANCE BY'sega7,-.., NT AN .ECT CALL COMPLETION Date: —top Ville*****04AA**************A** wveir49 • e A Authorized Permit Center Signature ***********A*******************Ak***********A********AA****A*****AkkAAAA****** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date . , CITY OF TUKWILA Address: 3805 S 150 ST Suite: Tenant: OLIVIER CHRISTOPHER Type: PW-SD Parcel #: 004100-0549 Permit No: PW94-0156 Status: ISSUED Applied: 09/07/1994 Issued: 10/27/1994 ***1(***A*A*****************4****k**41114k**0$4**Ak*A**k****A**h**A*4*AA****A** Permit Conditions: 1 COLLECT ROOF DRAINAGE FRQWHkARV,V AP AND TAKE TO SUMP PUMP,. AND FORCE MALTrt;X:rizt:TY1\1*G—OTTCH-4 .50 ST. PER ATTACHED TUKW:ill: OW MEMO PATED 10/21/n9-0 ,..WN NO.3. „..t _Ac4o*090.. 4\1,, 0 \\ o *0 0 *o 0 h 0 ••• „V ottC• .........› 0 0.- .,-)A---"'•••.. 6 Norteui ?.? •Z ...'''. e. *ki...'• ,, 40 71,.....--"V N„..,\ : .,t.. \ .%, ,..,-, „, '"?4,441. 0 .- 0 A.2" 1".-7%-11 4. o T) 0 0 00 -.AAN ) 4 6 1Y ci :? 4° 0 °00.00040 ci 4> 1908 ti a City of M Lila • Central Permit System — Engineering Division a ad0Wrerpr Blvd., Suite #100, Tukwila, WA 98188 P94-01 e: (206) 433 -0179 SEP - 7 1994 UTILITY PERMIT APPLICATION IKWILA >: PROJECT r' iin Si% A dress• 3 SOS S DSO ' Sr rJf )ftkI Qc/'J ? INF;ORMATIION Name of Project: NE A/ 6,W2. /9 "E Property Owner: C/f%LiSroPf -a:r2 Q'/G��,e Street Address: 34105" s •7/- 7v/ i Engineer: Street Address: Contractor: Street Address: King Cty Assessor Acct #: po yis.0 05-ei 4-o, Contractor's License #: ....... ............................... .... ............................... PERMITS ❑ Channelization /Striping /Signing REQUESTED ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times' Date: ❑ Sanitary Side Sewer - No.: Name: JJs to 5lgy WATER :METEI ::REFUND /BILLI .O N:T:M; BILLINGS >TO: Phone No.: 2Wf /7i37ztrz 203-r` City /State/Zip: 90'/ a Phone No.: City /State/Zip: Phone No.: City / State/Zip: Exp. Date: Sewer Main Extension Storm Drainage Street Use Water Main Extension ❑Private Water Meter / Exempt: - No.: Deduct ❑ Water Only ❑ Water Meter / Permanent - No • Water Meter / Temporary: - No.: Estimated quantity: Schedule: ❑ Other: ❑ Private ❑ Public ❑ Public Sizes: Sizes• ._ Sizes Phone No.: Street Address: Name: ❑ Water Street Address: ❑ Sewer City /State/Zip: Phone No.: City / State/Zip: ❑ Metro ❑ Standby ESCRIPTIONOF:PROJECT >': ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel Single - Family Residential GO I ❑ CommerciaVlndustrial ❑ Office ❑ Retail ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital © Other: &A ❑ School /College /University ❑ Other: MISCELLANEOUS INFORMATION Ig New Building Square Footage: (Ocf ❑ Remodel /. Addition Square footage of original building space: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 1 HEREB Y.CERTIFY:THAT:I :HAV THIS .. KNO.W FHE15A4W ___ 7RU ____ WFitikL7 Applicant /Authorized A. - n i. . r- •CA. . d/ Print Name: Ba., op, ,, i:v .. _ Contact Person name): .,print li/�s'2 Z % /7/3r 2 '22os3 Address: 34.95- J /5n1-41 c,rrcde,,.„I4i 9,p41,4 Phone: Z 2. Zo - Date: Phone: Date Application Accepted: '"1 Date Application Expires: i —1_ q5 04/22/92 1417.110 -zq r l_ 067 �) rq 1"44 CPC4V $ ctois 12� EASGNEIV • 260' Lwvtc +0 &'9U& S V Zx,sri- HOUdS 3805 J ..4_122.2„ RECEIVED . SEP — 7 .1994 IPIIBL C CJ A- u � rS gb.60' P.C. RECEIVED CITY OF TUKWILA SEP 0 7 1994 PERMIT CENTER M E M O R A N D U M TO: Joanna Spencer ss'stant Development Engineer rAP•i- FROM: Phil Frase enior Engineer DATE: 10/21/94 SUBJECT: New Garage 3805 S 150 St Project No. P94 -0118 My meeting in the field at 3805 S 150 St with the property owner, it was evident that the property where the garage was to be located drained into neighboring back yards and structures without benefit of any formal drain system. I informed the property owner he'had three options: 1. Hire an licensed engineer to design a drain system which the added impervious surfaces do not increase drainage to lower properties (i.e. detention system with a spreader). 2. Develop piped drain system with easements through private properties below to public system. i:,Collect .;drainage; and'; take to , sump pump and force main, existing; ditch in S 150 'St. The property Owner requested alternate 3 which is reflected on his plans and he has signed off on to build. 'Provide Storm Drain (street use) permit to accomplish this work as part of this permitting process. Attachment (1) PF:prf:jnes kA*A*kf+*a*+*+a**6*+a***^*+*a++**++++**++**+a+^+n**kA1^*A*^**4*^ CITY OF TUKNILA, NA \RANGMlY +�*^A**+**k*+*4+*+**A**++**+***A*+A*A**^+++A*A+ah+*A*4+**+++++»+ TRANSMIT Number: 94001171 Amount: 128.70 09/07/94 11:06 vermit`N#- 094-0332 Type: -OUILD BUILDING PER Parcel Na u �O0410O~O549 "~''~' Site Address: 300'4 150 HT Payment Method: CHECK Notation: CHRISTOPHER O! I it: 8L0 +++**^*kls*+*+*n+*+a*+*h*AkAir**k*^lt*6*^*+a**A*w+6*/*h* »*++*+*+ Account Code Description Paid 000/345.83O PLAN CHECK - REG 120.7O Total (This Payment): 128.70 Total F o Fees: 331.20 ` Total` All Payments: 128.70 Balance; 2027:50 GENERA 128.70 TOTAL 128.70 CHECK ' 128.70 CHANGE 0.00 5403A000 .15:34 A . k * ***A * *• *** *A* *** Ah* *A *A ***A.k:khkl * *k•hA * *?r *A *.t ** * ** CITY OF '1• U K W l: L. A 7 WA * ?.•kkA4* * *A•'h *•k * *** *A A k*• k*** A*• k•A **hA* * *k* *•h** * ** **Ah * *•1 *A* 7 Rr1Na "MIT Number: 94001404 Amount: i72.90 10/27/ Permit Not 094-.0332 Type: Il••13UILI) BUILDING PER Parcel Na: 0O.41O0 -0549 Site Addr'es . 3005 O 150 ST Payment Method: CHECI! Notation: CHRIS OLIVIER In **A** A** **** * *A*A *A **•A• * *A * *4 * * * * *•* *h•k *k *•k* *44••4* *,4 * *A. * *•k Account Code 00:0/345.030 000/322.100 000/386.904 Description PLAN CHECK -- 111_ "a E3UIL.DING RES STATE BUILDING .SURCHARGE Total (This Payment): Total Fees: 504.00 Tatar All Payments: :04.00 0alance: .00 hk4 ***** 1'RAN;Ui T :k• * •h * A :k A h 94 09:13 m11. 1012'l U * * *A *•h ** Paid •-11:70 190.00 4.50 172.80 GENERA GENERA GENERA TOTAL • CHECK CHANGE • 6837A000 172.80 10.00 15.00 197.80 197.80 0.00 15:2 ,10/0R-2 qy k4e3-7 ** * * *** * *k * * * * * * * *A *k4•k ** * * *k * *• fir *A ** *A * *k * *A **A *A * *•k kA *A *k * *•k k* CITY OF I UKW3;LA, WA (/ Lt— 1 RANSMl:1 •/ZWIA*AA****A*A********** *4* ***k** * * ** ***A*k ***k• * *t•4* */e TRANSMIT Number: 94001405 Amount: 25.00 10/27/94 09:15 Permit No: PW94-0156 Type: PW•-61) STORM DRAINAGE Parcel No: 004100-0549 Site Address: 3605 5 150 ST Location: 3805 6. 150 ST. Payment Method: CHICK Notation: CHRIS OLIVIER. Init: 6L13 k*** *k *** * ** * * * *sikAk ** * *•k*•k ***s1 k ** * *.i< *•k* * *A *A*A * **.A**A k * * * * *•1* ** Account: Code Description 000/345.'E330 PLAN CHECK - UTILITY '',442/342.400 INUP FEE - STORM DRAIN Total (,1•his Payment) Total Fees: Total Ail Payments: Balance: 25.00 25.00 .00. Paid 10. { }0, 15.00 25.00 • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERIN N0. / (206) 431 -3670 r ect: CM MS 0 it v1/4-11---- YPe o ns n: r J A yrt (L-- . 0 L t &F7'- D 1 0 Address: - S. /3..0 Data Called: /3o Special instructions: Q Date Wanted: / - >1 - 1 (o a p.m. Requester. C.hiiLIS Plane No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: yrt (L-- . 0 L t &F7'- D 1 0 MIS-C—.5 r .,3 c. P. CA (-a-- rd va-- A ,1-i r4 ' -- i { , nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 0 "INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project; ow biM_ ype o nsped n; -- (-'�Am n�, Address: 58,0 S 150 Date Called: r ` / Special Instructions: Date Wanted; , % 9r Ca-in.. P.m, Requester: GM 0-15 Phone No.: 2, 4 t - 24.5.5. pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: •1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recut No.: Date: - i INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro : : ,- ; • 1, ype o nspect • n: liargiffltifirMIIIIIIL- Spedal nstructions: Date anted: Requester: C._ h{ i. j 0 I i V Cif-- Plane •.: L 101 - °A 5.5-- 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' liargiffltifirMIIIIIIL- . \D %.' ... :, sS . Br r 1. ,► ''4 1.00 REINSPECTION FEE REQUIRED. Prior to reinspection, f ee must be paid at + 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection fit_ 4 ei l r pector: 9C Recept No.: .7^,:. � : yar � e kr' 'F 4' s•!. �`, �' itit` iH.' �ur.�i�:S�E.�i.y'�'y'r�t_n.'�.. 0 ' INSPECTION RECORD Retain a copy with permit INSPE! • ` 0. CITY ;OF.. TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431 -3670 • rolect:�1�Y 1 5 0 I , \i 11 1" ype o nspection: r _ CL ni ■ oiler Address: 3 Date Called: <.o� q S ,5 , 05 t Special Instructions; Date Want ed(90:7 "1 am. .m. �� Requester: 1:..► , r. 6 ) ) ve Phone No.:0 Ha, _01.0..z.-- Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' f kO/ 77 . � ,.:sue _, ,e1 - �� s /1 (^-f .-' e1 n t9 7,-0-1..,- . /G. /.i GZe. amiss' 4 do&L,4 te- ,/%9 /4/a /--e (J1 'it, ioLic- 2 h ee €-6624 r 6 4o, c.i //I jr U h he--01-34 d �_.a�., • �' -' 0l 3" cad (1 1,-/q//,)-,6) et/ e 4 -v-6, eh . 1- )144«,, d_ 12 e /'4j r. i S u� , A e, /e' / 9) 1_- 2..'1 h l0r_ -� � 41--- S �C A,i s ,...,..4✓0 UV[ 'is) RD0,C r 12e.., bge, i,,,,i- 11 siiea. at O $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. n IReceipt No.: Date: _.........,.._.. ��® 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 =.! PERMIT NO. Ai • (206) 431-3670 PRW rir• L.) /-1 V le-it' ripe of Inspection:lc.° 0Aert 1,$) Address: r:7)5.- a i 5 0-.... i Date Called: Special Instructions: , Date Wanted: Requester: Phone No.: 7.4?_ , 40 5--------- Approved,pecIpplicable codes. 0 Corrections required prior to approval. COMMENTS: 44, o $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No,: Dale: _ . - INSPECTWINO. 0 INSPECTION RECORD 0 ' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 •roject: c flew in foot. a t...f viv..L., ype o nspect .n: 0 rjafrro #J Address: /5 Or- Date Called: / / Special Instructions: Date Wanted: el er, p.m. Requester: C6t41,5 Moos No . " 0 Approved per applicable codes. „El Corrections required prior to approval. COMMENTS: 56-7,541cla Po wir yn A-rad rif\F- p L.,AtJ ar Do (o At Fo 11-0,1 w Zo KJ 1 )`•\ 4:76)..V. I A--t.-wi.C774-5 r i)76k8 il NO I4 7 514 LS 5 /6631,- 0 5 11 y 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Fiecept No,: 1.aiiiali&.M.LiiiilistinitA4Mtera- akar.. 4sAr-lau.. Address: Suite: Tenant: Type: Parcel #: CITY OF TUKWILA 3305 S 150 ST Permit No: 894-0332 OLIVIER CHRISTOPHER 0-BUILD 004100-0549 Status: ISSUED Applied: 09/07/1994 Issued: 10/27/1994 A*4*******k****A*************A******************14***************4********** Permit Conditions: ..- --.----- 1. No changes will be made,to*C4g,(0rWuMess approved by the Tukw i 1 a Bu i 1 d i ng D v-.1 slifn!:--------- 2. Electrical permit40411 be thvough State Division/OntAbor, and andoal 1 4410tKica I work will bejaWect04,Vtil4t:Aggk610248000).N 3. Plumbing pg#04 sOaljeVokained throligh04eSoorg County Degithtment'iqfVUblicoHltfiP4l9mbi4§401'1 be\--,4C% inspecteetg that agencWincp 1g all da*„pipf q,'N (296-47 7. 4(4. ''''' 3)* / k fi 1,.. •S' ‘ 1 e, 4 ° 1, 4 -,k ,., 4. All pe 4tS, inspection ce0r)cls, ari'd,'approved'Olan't Affaillkk, / maint.41: led availa4Ye atqr\l'ob siWprior to thl,s.e"Obf'0 any A t#iont;° ThqWdocO)Antstare to be main4W0 avai/146( emWtil:final-Ospectp6'aollr,oval is grante,00, 5. Noti4i, the City :of Tukal.o_BOtlding-"Ovision prior to 7. Eng4hearadJtriss drawings aA ,cdloulaty.ons shall be on sIt.e 8. Alloons,thuctiOn to be done in ctinformance.,WTO approved G. AlV400d to remain lh-proceidlcotieshollIpe treated wood. WasplhOon'State Pi-ofecsional Engineer. plactng any.Pconcrete,,,,,,Tki$ Pocedt*071a0n addition2tola-,: requli‘ements for sp4cialf19siWec$tipiW an ;?.*ailable,tothe b,u,ildir(Mnsp4ctor,fo6Anspectiofi put 6',$...eoDo,0,,umeht,s'Sh011r\the'geol And signature of aV 0.)t - u ; p fl n 1% k . , plaAsA 4. angrequtrements of the untfA96-,B011ding0de*(1944 4 . Code k 4 ' * EditIqq) as,iamen4ed by the Washitigton/ttt,e 'Building Code, Unif64044Cha'h1caj Code (1991 Edfpio'n),),:sond-4/Oihip.6tor0Bit,at Energyode (1994tdition). /1 1_ / \ 1 '., .(' 1 \ 9. Validity Permit The issuanCel of 62.,pAnnAt4 apKovalA plans, *cifidaWni'4apd computations siiall„oiotipcon- strued t,e, a li)!amit fOlor an approval of, anY.010,Tir of any of the prdittsions ofGthtscode,,oh'of any other ordinance �f hp Jurisdiction. No permit presumingAo;Igive authority or'OOlote or canc,7'11?:tprryhisions of thr,OCode shall be valid, S /S0><ti eAscivoir Z60' Livid +0 voigAci M 9 ZxltTIWC HOUSS 3e 05' A,3q, S 4ED Ks' &A A(,6 P, 3' SCALE r - S/0' Or OF,, TUKWILA APPROVED OCT Z_ 199' !l5 C3"-" 0 011tG f71V131 RECEIVED SEP - 7 1994 P.t BLLLC WORM 86.60' P.L. RECEIVED CITY OF TUKWILA SEP 0 7 1994 PERMIT CENTER e"ro1 i" a ,a Ne677o wwgb 1u 2 yi *ere 1Sp ..!' Itil•CL 4,1 T. tr .o 18 • 'xl h o 5 h 5o00. j.,,,,,,,,,.,:: 500 26 w .; o020 f .�, 41 - ` t.D 1V 91.14 3 ° MEw °99 2/ F ,. e� !/r 6":104.t..,* ba T 1 ;- 10.440 v ..1! W IA 0010 4. 78.29 +ro t m bl- /// S. 7•1O1O7o413 87.20 6 64.30' AUO. 7.1, 534.1 070 ins Nw 1 22-.23_ wi o'q0 qb 21� _ 113.60 . 5o •.1 <119) 60 . 0 1$ 3 23 44.3 5-6 'T H 1 531 0 ao pywr 1%oe.74- 5 60 1 1+.88.0•5em 1 x ° LOT G v � , to ,/ `a III. o°) a �s Se` lot t 0 44' �NN �'�h 03 LOT Q, o x ' o oli0y5 v 137.72 -. 1646 6e.6 1, ) T1 550 55.7 /2 obbo 06 f 5 2 6 2 S 1/1 N88 °It'04 "W 1 9 2 N D. /688.2 4 2 2 2 a-4 3'05 J_ /504" Si TWA/14A • 4t/A 98 /dd Porte! /Yo . Do4/0oo6"'yq - 09 Lit /O, scoot. U. 69doms Nome Thzcia F'vs+ A01004014 ccc c-otrcl iwr -1v *►e ' pia. - lhero f rtGevcl ect tlottA Q t2 og Pio*, s page 5o, �x aeler W e E as+ 3 Ve=e.+ er, . ist if RECEIVED CITY OF TUKWILA SEP 0 7 1994 PERMIT CENTER 1� ¢ 0 SENDElitt f, 'y t• Comp!eto iten}e 7 and /or2 fdr additl nil i,ry cee' yt r t T � t r3 t e 1 Compieteritems,3 'and 4e' 4' { r .ate � rl .t t ` fF t M1{ f ► 5•,,fvrint yourfnaame and addres he roVeree of this form ao rifer tl✓d den rotuM this card t0 you t d r 9 i i o y }� i r m •r Attach thfa form to the fron of the mellpiecer or. on the ac C (f space dfad not? permit .. rti� `) -,..q,-. ;. ?r t7 - 1R + it f L m (• Wr(te "Return Receipt Requested" on the rrleil lace below the art cia number, dell eoed turtn Rocafat wlli show;to whonttha art ctelwes delivered and the date Servlce;.T Registeref Eipress" M P 112 198 160 Receipt for Certified Mail No Insurance Coverage Provided Do not use for International Mail (See Reverse) l ( e / talk 'r? / Iv" li (:ettdetd F00 Speru0 Dohvery Fri Heetriclud Delivery nee Return Fieeeipt Showing to Whom & Date Delivered 0 Scioto lieropt Showing to Whom, and Addtesseo n Addniss AL Poslayu & roes Pouts '1ittk o Dale �- 094., 033 • ( •✓ t• 7r. 7,j +R'i� U.J. 1 1111111111111111111111111111111111111111111111111111 STICK POSTAGE STAMPS TO ARTICLE TO COYFR FIRST CLASS POSTAGE, CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTEO OPTIONAL SERVICES (unu front). 1. If you want this receipt postmarked, stick the gummed stub to the rigid of the return address leaving the receipt attached and present the article at a post offic Novice window or hand it to your rural caviar (no extra charge),;'. 2. 11 you do not want this receipt postmarked, stick the gummed'stub to the right of the return address of the article, dote, detach and retain the receipt, and mail` the article. 3. If you want a return receipt, write the certified mail number and your name and address on a return receipt card, Form 3811, and attach it to the bent of the article by means of the gummed ends if space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4, If you went delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for rvices requested in the appropriate spaces on the front of this rec return receipt is r _.,,red, check the applicable blocks in item 1 of Form 3811. 8. Save this receipt and present it if you make inquiry. U.S. GPO: 1991 - 302.916 PS Form 3800, June 1991 (Reverse) City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director January 27, 1997 Christopher Oliver 3805 S 150th ST Tukwila, WA 98188 Dear Permit Holder : On July 2, 1996, you were notified your permit number B94-00332 'vould expire on July 29, 1996. Since July 2, 1996 our records indicate that no inspection requests were made. Due to the expiration of your permit, as of January 27, 1997 this permit is now closed without the benefit of a final inspection. Any further work on the project will require a new permit application submittal and additional fees. Any new submittal will require compliance with the current edition of the Uniform Building Code. If your project has been completed please contact the permit center for proper closure procedures. A final inspection and approval will be required. If you have any questions or need further assistance please contact Kelcie Peterson at the City of Tukwila Permit Center at (206) 431 -3672 Kelcie Peterson Permit Coordinator Sent Certified mail #P 112 198 160 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 July 2, 1996 City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Christopher Olivier 3805 South 150th Street Tukwila, Washington 98188 Dear Mr. Olivier: RE: City of Tukwila Building Permit Number B94 -0332 3805 S 150 St On July 29, 1996, one hundred eighty (180) days will have passed with no inspections having been called for under your Tukwila Building Permit Number B94 -0332. Our records indicate that you were previously notified of the upcoming expiration date of your permit. You were granted an extension to your building permit on June 14, 1995, therefore no further extensions will be granted. To maintain an active status on the permit you must request inspections in a timely manner. If no inspection requests are received your permit will expire on July 29, 1996. This letter is final notice that an inspection must be accomplished by July 29, 1996. Any further work on the project after that date will require a new permit and additional permit fees. If your project has been completed please call for a final inspection. If you are actively working on your project please notify our office. If you have any questions or need further information on this subject, please feel free to call the Tukwila Permit Center at (206) 431 -3670. Sincerely, Kelcie J. Peterson Permit Coordinator File: B94 -0332 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 . (206) 431-3670 • Fax (206) 431-3665 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director June 14, 1995 Mr. Christopher Olivier 3805 S 150th Street Tukwila, Washington 98188 Dear Mr. Olivier: RE: Extension Re • uest for Tukwila Buildin Permit # -B94 -0332 A 180 day extension to the above referenced permit is hereby granted. Rationale for granting this extension is that there has been no major code revisions adopted since the time your permit was approved and, issued that would have any affect on your project. Please be advised this is the only extension that will be granted for this permit. If substantial work is not started on this project by November 12, 1995, Permit #B94 -0332 will become null and void on that date. If you should have any further questions on this subject please feel free to contact the Permit Center at (206) 431 -3670. Sin c�rely, wane Griffin Building Official 6300 Southcenter Boulevard, Suite #100 •. Tukwila, Washington 98188 • (206) 4313670 Fax (206) 4313665 -Re Vflji t: fro g94'-0332 CH2l)TOPIlei2 pe.„1 E72 (96,5wEie 34'05- S si, Tuccwi 1-kr , (A.14 RdIS8 Park4j- ei4c0-5 vl key , 1— 2/02 ec c "wee/ leuota p4e-90 art j V 012- 4`6. t-otii cat. vitt lothA% (pevt,4* nv /go c/6-/5 ogg • • • RECEIVED CITY OF TUKWILA MAY o 1 1995 PERMIT CENTER Apr 06, 1995 :rt City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director CHRISTOPHER OLIVIER 3805 S 150 ST TUKWILA, WA 98188 RE: OLIVIER CHRISTOPHER Dear Permit Holder: Our records indicate that on May 16, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number'fB94`.- 0332. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on May 16, 1995. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Si cerely, Sye A is Osby Ac ing Permit Coor %inator Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 (206) 431-3670 • Fax (206) 431-3665 TO: FROM: A45 DATE: SUBJECT: City of Tukwila Department of Public Works • John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING OCTOBER 25, 1994 New Garage 3805 S. 150 Street Project No. P94 -0118 Activity Nos. PW94 -0156 Contact Person: Christopher Olivier Phone No. (206)241 -7135 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON October 25, 1994: Storm Drainage Permit Fee $ 25.00 Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. If any questions, please advice. JSS /jjs Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 00 SouthcenterBoulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 RECEIVED CITY OF TUKWILA SEP 1 5 1994 PERMIT CENTER ADDRESS 3 /0 S .S' /CO '4 9/ 7&'/-I- CONTACT PERSON 01771.) O,(,'/ ev ARCHITECT OR ENGINEER (Cvcct� . �7,.rat� PLAN CHECK/PERMIT NUMBER LJ 6 - o 55c: PHONE 2 9/ 7/3,57ew )76-- TYPE OF REVISION:17coo ,G ' P-i o, ' lee —ek7 et=', SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'1'ED TO: n ."( (,) -- D- :"--:,(1..(1:"- \•• et . LT) CI( Qt) Ar (?e' `t•-• 6cc)i cotai • ( 11-o ,Cre) LEFT ELEV. 8 • ::•11••••:;':•,',:•,-1,-)••••••:,:::::•••,-,:,:,' . ,•:•••, REAR ELEV. 1/8" RIGHT E 1 Ir.=....,........... --ir"-----"'''''''' ...nar-r■ffrs.r,r,ae C6ii-eam—esameaaerani 1 1 1 1 • 1 -- 1 , i° , __■ , _ _ L.: 1.01.105MMM.113491:1011,1111 WhalIMEIMMISIMMAMINZSM.U.IMMIMIVIMMIN FROAIT ELEVATION " • ): I , ) !:- --; 1 7.Cr'C h . I - 1 \'`•,_[ NI) SPF-F) 1 , ' , 1 \ \ i s:,•, i ' I: = \ p± ,_,, 1.--•.!:-: 1 l' ,-‘\,i,-'1 . 1 - SEPARA77- REC.'.2! Ely[C['PLUME. c; UME.. ri GAS PIPMG CITY OF TUKWILA BUILDING DIVISION FILE COPY flan L..nd OMISSIOr13 not authorize the violaLl.-• d code or Ordin1t0a, Fieceipt •-• copy of zpproved plans st,,IsmIedged. I: Dato Pe.rrnit No.j3q - BY CO2qd...aa(ete"").' NO O1-171. NG ES 11;-•1/:!\[1. -11HE SCOP1Z OF' ,1V C,:•11,;. WIT",-4.ot Olz• , • , , 1,101-E• l'• r . REC.:ELUL) ,:;IFY FIJKWIC.,,,, M1O GENERAL NOTES 1) ALL HEADERS TO SE 4x3 DF2 UNLESS NOTED OTHERWISE 2) EXTERIOR WALLS TO BE 2x6" UNLESS NOTED OTHERWISE 3) CONTRACTOR SHALL CHE =CK AND VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. NOMMIEN 1 f1 §R' $I?M$tfi ii tFtI rcn1MMM u'KkMSF 1 T 3 � V Ti ilk s.} 411 (At 4I;5__ 1'1J✓ fi a9FF: r.41-111 FLOOR PLAN 1/4" FOUNDATION PLAN 114" CITY OF TUKWILA APPROVED RECEIVED CITY OF TUKWILA PERMIT CENTER ld$E T Gekh�k I!ui4Fli!�„dN l F l• I r' I :1 �fP Ysd36� ➢t RIRmi rl.fi. 6rrk3!1.M. liII +Sa thllih.tl..l;l:,i i��tl` TRUSS TRUSS NOTES: ALL TRUSSES: Shall carry Nanuf. stamp h be Installed & braced to,Nanuf.._specs. Will not be field altered without prior O 1dg. Dept. approval of engineering calcs. Shall have design details 6 Dwgs. on site for field inspection. All beams & headers to be 4x10 U.N.Q. Provide screened blocking over supports. Shaded areas = Frame over. if NN'k' L=LJ :m ROOF PLAN 1/4" SECTION THRU 1/4" fl ' OF TOIMA CTY R OE UD W IA APPROVED 1E4 PERMIT CENTER H'. {fltf f'rl ''In UatipIPINariGt4kl lk fNIlag4M1141f tuft a1, G 4 rN ffY1tfi ! 'al t ff CRAM! MIfJ AP• 2Art_o IdI 0 12' O.C. Weil e 16' O.G. MAX Sod a 4.OL, EACH PE111A1C41114,. TILE ! T4IN afRAVEL GRADE LEGAL R ONTS TO UATERtAL ON 11-08 SHEET - SUaJECT TO CRIMINAL PROSECUTION. RIM JOIST 3/4' 74G PLT. 5447. . 0.643. I n 54,T" FLOOR JOIST PER PLAN 2x4 STUDS e 14' 0 C. 160 • 8• O.C. 10d a 4'° O.C. 3 kG1.45 sd • 4' O.C. MAX Uk4ERE PRICK VEN, - PROVIDE 4' LIP 6' UNDER JOIST GRADE .��.,. L2 DIA. x IC' 4B, a 4' MAX OZ. : 4 WITHIN 12' OF CORNER. 1' MIN. EMBEDMENT 2,°U' PT MUD SiLI- 44541" F052. OF WALL- F ✓-� VISGYJEEN ;VAPOR FARRIER '12' CLEAR BEAM TO EARTH 18' CLEAR BOTTOM CF JOIST ri.4 TO EARTH STEM 1 F76. NOT MONOLITHIC 3 USE'•4 DIA.(VERT.) I CSAR a I(C`OC. "'P, ONE $TORY FOUNDATION'! 2 - N. CONT. n.ESAR • 4 CgNT. RESAR e I(4 06. (VERTJ �• 8' I6' 4. RIM J015T 3/4' T4C4 PLY". 5441. OR 0.5.6. R- 15.445. FLOOR JOIST PER PLAN 3/8' DIA x 10' AB. e'4' MAX OC. a WItHIN 12 °,OF CORNER. UNO 2x6.' PT. MUDSILL rI) -. *4 cLHT: P0R FNJ4 i2 OP4wL 6 MIL. VISCUEEN VAPOR BARRIER 2 - •4 CONT. REBAR TYP. TWO STORY FOUNDATION NAJJt .A IL.6 I, i*Nr. +T7tF.Ap1,� IPJLO PROSEGr MO R2. T'rlea °l' /¢ I.J14 1440 Re JI sA11Z s'.s JLQ r4.vE� a srAC . OF.}.IOT E<rs T+a� IY2 eeTweE 1 +� I L L - . - S TIUW 33ao (J { Tr4F, pt0�r i' W W Pl Fort-44I or 14^1- lDtz44.5 SHa..J Nor or- Lrs�17.,N I I/2 om. 2" la - (i) .` CrkNI�9' 6141.4.6 Hk+t✓E -r, lit Z r.-Wr, re.s.r.AzSEi2 OQ y1GUW 'i>=- 1°4^tlhL^. p' aI2 b s4, -°_.1Y Tew-1a -14 - sEGria1 'Y'o(o �If* �L. -400- . F{P 'J•'T' 11 . eL.cF.wm . .., . . rsnwF iz L on . P t E7STG i aP p_04 t ie,En4..ea o I U IT 1-1 7614) OF jjr4.12j Ir The .4.44.1... L-IVER Tiii - G-A MG K2 FLOOR LINE 0 1 it MI KICK PLATE FLOOR JOIST STAIt EC -TiON CTOA 4 AU 01 Ii I I EH FLOOR JOIST DBL. JOIST LEDGER 4011 Y NA6 Prtar TO Conetructiat '2x4 STUDS R. O.C.. 2544' P.T. MIIDSILL 4/ I/2' DIA x 10'! AB. e, 4' -0' OL. (1) *4 ezitr, FOR H 4' CONC. SLAB OVER 4' GRAVEL FILL 4/ (l - w2.1 xW .4 44.M. )W 5L-N, C 4 4.4 va..ar lV eta. WALT' No:714 (2) *4 ca)r Kea. z DOOR. FRONTS 84744 NOT LESS 3' THAN (2) 5/0 • 10' AB. PLATES • 514EAR WALL OVER 2' WIDE TYP. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF'5PACE SEE PLANS - II I FOR ' Ta Ra CONS . 555 'FRAMING e EV I&J 'u LJ/'••1141. vI iF1aTdtt.fReci g. 13'JAEL Lt4. . Pu.e�eo rw'LE1 , 'e G C- MALI° .7494 L FIA.tLob bd G (/ E rEYLMFr7'E(L 4 All L8*45 l+. Hi 5.1110E ''24 *MAT "CAT A OVE-- TYPL(pL U. 0 \--ATTIC INSULATION R-38 ELEC RESIST. R-30, GAS (T44ERM4X INSUL W/ EQUIV. R -VALUE 70 BE USED IN ATTICS. WHERE ICLEARA.NCE NOT 'ii IVAIL. Foli BATT.) Q' = '(TTPJ �IIFI 0$4 PER .PLAN DER FIELD - 12-15 BATT IN O /16 , FLOOR JOIST PER PLAN. 04D-8,410 N141 l2 "rove. u`.-1-JL.' Th2-I 9UTP JIJ 142:5 NU12R1CAU4E. T40 e, 2 0i1 O.G. G2 041 e 4.0 O.c. -TYr L J 2x 91RD 04- -5 43 /ZGRCCIJ4 Tom N.vL W/ ( 4J4 8*- 8440 TD TRU55. 48 R.PrMe TYR' 0 t'14o*i *out 2414 or 14048 SFrE fl4*4 > .JAIUW6 C v "0G. I.141t. 1x8. RS. CEDAR FASCIA W/ CONT. MTL. GUTTER 1'I411'54 ''.. l�7ADE. L/4.1. n.,�!<:.,�r t' 40JG4ETE- /L t - cCT(PPAcTE P1 LL. i ( ("P))-'' p mow= Nr. aalr,.., *^F rzeat,42. E�.4�/, a44. K.-re Algre NGrI«4 (2) % 4- 120541'4 - CG 1 iS TYP. BASEMENT SLAB O STEM WALL GRADE DESL, TOP PLATE EXT- WARM WALLS 246 STUDS • I6" OL. OVER R -15 64TT I}4S. W/ VAPOR BARRIER 41/ -14L yrei A46. RATED "1' i8 1r 4 4CS Rom. avuuro • sICf.Jo.) -14 547. ,1.. DI.11L.c•40H P.PF_112 02 FJT 1-.10441 821044• F WALL tAT.AII.INi- Tt'FIL�L- ExrtAzloa 144+ 5 ' 'Y"i.. WALL SECTION 2x 121r-1 - sT PL 2x'IL_4. 1 m7¢ 1YPc. -& rouo a oN NOTES: L .4.LL ExrezziO4 WAUJ5 70 8E 00149 RUGT'B> r4 AG.(ll1Q4.4JGE W/ THE N11a. P44..2ViGt014B PE42 U.OG 251 ()3 4.4.0 qJ TI!E. PL- -J45 4. AG GPEOFIF-0 FURT .Z ON SNECT 2. INTERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT PLL2'9BING 4 GARAGE SEPARATION 2x6" P,T. MUD5ILL W(..5 /8" DIA x lc .4 • s -0' OC. (0-'4 fur 1'67. , 0_ a= THER,.AL. 08J.. '.K 4" CONC . SL..E4 04ER 4" GRAv4L. `R -10 RIGID INS. • PERIMETER 4'24 fE.r1' _ ffRE' G. 2 '4 664.0. 00844' TYP. 5ASEMENT' SLAB R ?t2iil1iWISI�C'� 'fit ?6 z TY'P POST 4 ( "OF -- MA APPROVED )CT 26 I2.t1 R -19 FE.4Z 0U8- 4 bray_ Ye - SUPPORT I3EA"" ' N0RIZ, 8. £m7 �- 411 2•6' CLEAT (EA L OR SIMPSON MTL (PC TYPE., -4x6 5UpPORT POE4, "50 FELT %2 DIA. x A16 44 z rT " ?`1Y� IJG:�Jc %r, -GRADE 40N0. PION' -4E4 FL 444 ry MIL 4 ":4.4I4IN 00001000 q,�. y- ,q CITY OF TUKWILA AI,., 1.. 3 Ti roll PI r 4 '1, ut.: "' ` 19:'i1 PEWIT CENTER 1 - YFi F;;IN [._[.; i. ' r€ ECVPB( ?' h :I43J';{SE5'9�flEUtGH4h4Eki @BI!. I;: CRANE DESIGN, INC. RESERVES U. LEG.M. RIGHTS TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. trzelr.poo,,SV2i, 7,krotz. isa4,024012 0,1012. 2x64 ',STUD kle.U- -SOLE PLATE NAILED WY 160 • 8' OC. - STAGGERED, PROVIDE BLOCKING • RIM JOIST RIM 4 FLOOR JOISTS AS PER F.LAN PLY. SPLICE &WOULD BREAK ON COMMON MEMBER ea • 4' 00. • SOLE PLATE, RIM .1015T 4 TOP PLATE DE3L TOP PLATES 2x6 STUD WALL BATT INSULATION (TY-Pi 543' x 10 AZ. • 36' O.C. 2x6 P.T. DP. MUDSILL act • 8' 00. MP-BAR cocrr Pocziz. a *4 vr-lzr ac•-. t4/ gers<.. 1. (mar VARY - SEE PLANS) @FOUNDATION / RETA (IV TO 4'-' 441G&4 UV PONT WALL) 0,'e; Fug000 14LU Li/ 42- 1.1f7U-T 2111 4co-.10-. kl/ 4.0x - U.C2.1 • wa..1 4' &caccsra.c... THERMAL 04< R-'0 RIGID INSULATION 2 - .4 DIA. CONT. 3'1LP - 34 IN Fez. rar OF Breti 2L44.1 CE:Ti740 th,e; 11-It02ei-le0 < LOPE. 411111111.111111.11111.11111111.1111111111 IIGQ4Ma192‘ge.r..b MU. aij 4,;:onguoi) raoni-,.- I I I I I F.E11117;t- "4 pea11.36. o0,.40 CrRADE BEAM ,4T GARAGE NOTE: wSgrEL.E..z,cicFILA.1_ w24.1 '30 Aesove. w or i,4rEIVC2_ rt-1:17g. 1.161L0 ,7", 54.140,1J420.E.t, GC.231 F'2,,,,./rGE.0 INING WALL cal.rnkluo.4 14EA0Ve• srcoz-bce _101-176-EACEJ2. FE_R CL.Ur10 CAP .-1,1L.Liej HEADEg 0-01•414EG.T.OW SEE. PLA4.I Fog. aLZ (2) 746 gragIcTIE-j,STr5PS HAIL. JLLf 2x6 STUDS • 10' 0.0. cur 4.t..H ... Ler; 4j ,4 (acroe.") 1Saac. U.:4 O. 24c0 00L PLA- F-14■LZO 0.C.• 42 i 141 og. i"oLJ■J ,)ETAIL 'A' ,,,,, ^•.-•-7 'Cd'31,114A11,1 LA NOTE - 4.1 01,,strui,o;o4 Smtil 24 (;tioc4444 M4 Vorilomi Pr To Ct,ct424. ntal8011141•0000118104001:410081IMMEREMBIBOESEEMBRUISMIEMBRESSIMONN 5/8' DIA. x 10' BOLT • 36' O.C. 0/ 244 PT. mulOSILL ON-BEZ 5/8' DIA. x 415. • 45' O.C. - 3 STORY (291ER0 PLYWOOD USE 518' DIA. x 10' BOLT • 32' 0.0. 0/ 244 P.T. mu° L) _ 3' UP 151-IEAR WALL FTC. -246 00.109 • !6' OC. • 3 STORY. 2x4 • I 4 2 STORY 4' C.ONC. SLAB OVER GRAVEL FILL 1-1/44x0P.0 ..: L12.1 J0M. IQ 0.121 PPE,24 44A1.50 '5.:U0' LIP TO POST 42 04, co 401.. v19044EE4-4 1. SAND OVER • LIVING ARE/-S - 2 '4044 3' :JP I 2 OR 3 008-N NTER OR BEARING WALL ON SLAIB I4210I2-14213L191WI"101' 4' 4241 11HOW 5420 Jo c.a,...e. f. , • sr..x..4,c, 02 1 ffe.i.- 142 ' oF p.iro-,10,1 nJ o,-I DIRE.CrIG1-1 6 ac..• vEx-rte.....1..... 41) FIE7"1.- T428. rq, 4 02 O.G. orT,F. BRICK C.--OLUMN AT ENTRY WOOD 2TJD WALL 24PEAT:-.iNG I' AIR SPACE -- (22) NON -CORROSIvE METAL WALL TIES fx.', As ',JOT 3U40l48- ." ov-r mom- THA4-.1 1.4 00 rur 4ar 0_1'0 ■405L1z09JTALCr: WOOD JOIST --- (YSTEM CRAWL SPACE ------ OR BASEMENT CP" 1+: - r- 5E.AL TRIM OR CITY OF ILIMILA APPROVED 012,T 26 AS BUUOINC Dr,TE554--. 401.4INC.3 /7-310' DIA. WEEP 4-01.2 7' (1.2n) I' 1 RECEIVED CITY OF TUKWILA ?..'1-111411-1o1.1- PERMIT CENTER EC.:11(DI\I Li I] Li , vimearmonstaduseammeossaveramounsamersmasisentemomarAnosimmumnaminn94) m1411 1' 9491 AtOin911811411991214112412l4W Aail3[BiE11.. OU1ITHF4,4,40,0:144 4w10,,x,PriaH. REMENESISSIESIESSUMMIN RE IS ALL LEGAL MONT8 TO MATERIAL ON 1108 SHEET - SUBJECT TO CREENAL PRp8ECU7pN, GENERAL NOTES: 1 CRAWL SPACE VENTILATION, MINSTILM NET AREA I SO. FT. FOR EACH 150 5Gi FT. OF FLOG-T-2 AREA OPENINGS TO BE PLACED A6 CLOSE TO CORNERS AS PR461162L AND SHALL PROVIDE CR068 VENTILATION ON AT LEAST TWO OPPOSITE BIDES. IOC 5EC. 251666. 2, CFIAIU. SPACE, UNOBBTRJCIED ACCESS, MIN. I5'914'. SEG 751662. 3, ATTIC VENTILATION, 1,150 OF 4T116 AREA OR 1/300 IF 1/2 IS N 5CE51T AND I/2 lb 3' ABOVE PLATE LINE. UBC bac, 3203 C.'. 4. ATTIC ACCESS MIN, 22'x30' WITH MRL 30' HEADROOM, UNOBSIRUGTED. READILY ACCESSIBLE OPENING: SEC, 32084 WI6. 5, IN 30013 NOT PROVIDED WITH AN OPERABLE WINDOW OF 15 SOFT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE 63 PROVIDING 5 AIR CHANGES PER HOUR, SHALL 8E PROVIDED. SSC UM 315C. 6.1 VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 7. GA3.KsE AND 44048E OCCUPANCY SEPARATION MIN- I NR TAPED AND FINISHED. SECTION 503 C 4 AND TABLE b -S, UBG GARACAE AND BASEMENT SUPPORTS TO BE I HR (5/6' 7511E =X' OR EQUAL GI0,. 8). TILE FOR SHOLLER SHALL BE 6' ABOVE FINISH ROOK WITH WATER RESISTANT BACKING. 30F83 IN EVERT' SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 3.1 6Q FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MINK, NET CLEAR OPENING WIDTH DIMENSION OP 201. SOTTO, :OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR PRRE11LACE 6.005 COMPLIANCE PER UBC, CHAPTER 311. AND LOCAL BUILDING DEPT. AL50 RE34R AS PER SEC. 3103. IN 4NE43744 EXYEN51048 - FEiARTN SHALL EXTEND AT LEAST 16' FROM THE FRONT CP, AND AT LEAST 5' 855040, EACH SIDE 6F THE FIRE PLACE OPENING. WF ERE THE FIREPLACE OPENING 16 6 6Q FT. OR LARGER THE 14€ARR4 EXTENSION 844ALL EXTEND AT LEAST 20' M FRONT OF, AND AT LEAST 3' 555040, EACH 960E 0' THE FIREPLACE OPENING. CONC. OR MASONRY 1•w7 NOT BE 5tJFFP0RTED ON WOOD FRAMING. APPLICATION AND INSTALLATION 6F 515U14TION AND VAPOR BARRIERS SHALL COMPLY WITH THE 11111 SIAM 05 IIYI6HMGTON ENERGY CODE. GLAZING IN COI'1111IAN6E WITH SEC. 3405, UBC STANDARD'. No. 54 -2 AND WASHINGTON STATE 8APETY :/21.468 1...44W. EXCEPTIONS. ARE, 45 OUTLINED :N SEC. 5406, USG. 1141. IN LOCATION 545 .56T' TO 'AR'AN BMPACT BUCH.A¢ GLA65 ON DOOR5, GLAZING WA11154 12• IT 15 SIDE GAF' A DOOR OPENING, GLAZING 6L08ER THAN 16' TO A FLOOR SHOWER DOORS, AUVD TUB ENCLOSURES SHALL BE 5774483, 5E1'1 'EKED GLASS, LAMINATED SAFETY' GLA56 I05,5HATTERRE513TANi 31.46716, orG 1.45.6 5,54Felc544. 1 Fan 41- 51.4x'9. "1DING- 21.466 000RS TO BE SAEE75 GLAZING, LAMINATED, OR Tt^Ir'ERED GLA68. 5440455 ENCLA5,JRES SHALL HE APPROVED 351RE REINFORCED. I tn55530 OR LAMINATED AFETY GLASS 0* SHATTER RESISTANT PLASTIC. BEG 5406 USG. fl. GLLAZING 01444 741 OP 5LOOR AND GREATER 71AN 34 LEAST DIMENSION SHALL COMPLY WITH 11111•A DT S.OAD6, SEE PLANS. BEG 5406 AND UBC STANDARD 544. (5550 ALSO •. R1BLic r , STA1R6) . ALL EXTERIOR WALL GLAZING 6HALL BE DOUBLE GLAZED AND COMPLY WITH 114E 1990 WASHINGTON STATE ENERGY CODE • T75ATE101 000 / WEATHER PER U86 SEC. 2516 Ci -11. USG STANDARD 25 -12. 20. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE 1117SICAL CUARACTER19TICS OF THE SOIL, NOR 0053 THIS 65516E VERIFY 1145 -/V-'4 4RACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS: WHERE SOIL. APPEARS TO BE OF POOR 0444115, A SOIL ENG. REPORT 5HOUL0 BE SUPPLIED GY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, 4405531915 IT 15 THE 4E5PONSIBILI7Y OF THE •ON1RA6TOR TO CHECK AND VERIFY. .411. DIMENSIONS.' 2L THE 47TAC14ED, PLANS'. ARE 144E PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. 144E HOLDER OF IHE5E DRAWINGS MUST PAY A FEE FOR THE, USE OF THE MATERIAL THERIN OR BE SUBJECT TO LEGAL ACTION' BY CRANE DESIGN INK: ENERGY NOTES: ENERGY NOTES PER 1991 WASHINGTON STATE ENERGY CODE: I I I PROVIPE'A110 MINI 51 ADDED NSULAIION. LEVEL CF R -38 CEILINGS WITH ELECTRIC RESISTANCE HEAT R- 3010EILING6 WITH GAS HEAT 14-30 VAULTED CEILINGS 314LL5 I' R -19 FL057153 OVER UNHEATED SPACES R -10 41 51.A15 PERIMETER INSTALLED HORIZONTALLY 14 RIDER SLAB, WHEN CONCRETE 'LOOKS ARE WITHIN 12' OP GRADE. ALL GLAZING SHALL BE DUAL GLAZING AND SO- FT, OF GLAZING SHALL NOT EXCEED 21. OF GROSS FLOOR AREA FOR GAS 4 MEAT PIMP - 15% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND, JOINTS IN EXTERIOR WALLS SHALL BE SEALED. CAULKED OR WEATHERSTRIPPED Al LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROC., IN ENCLOSED RAFTER SPACES, FORMED. 4,4-6. CEILNG9 APE AP -PLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTER5..ALSO IN EXTERIOR WALLS. INSTALLED b MIL 31*6.EEN GROUND COVER, LAPPED 1' -O' AT JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). WAG EQUIPMENT SHALL BE SIZED NO GREATER THAN 1255. OF DESIGN LOAD AND A MN111J1 RATED OU1P.UT OF 15'%, THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE 714414 ONE ROOM SHALL HAVE A HEIGHT 655154.0K, FIREPLACES 544ALL'BE PROVIDED 1.1174. A. TIGHTLY 51TT43 FLUE DAMPERS. EL READILY 4IC¢.E818LE MANUAL OR AUTO CONTROLS. 54-10LER5 6NALL 4441( A.FLOW CONTROL DEV':CE TO LIMIT FLOW TO A MAX OF 3 GPM PER 94401135 HEAD.. WATER. HEATERS 4454TER9 LCCAT INCE,IMPRE9918L E.:± "sTl'2R REQUIRED 10 BE LABELED AS COMPLYING W/ NAECA 1581 ELECTRIC WATER UNHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN JLATION (R•10 MIN.). W Bo CN1ock44 And VaIt4SO Prior To ConRluctIoE. STRUCTURAL NOTES: 1 DESIGN LOADS A ROOF LIVE LOAD 25 P5F (TOTAL LOAD 31 FSSXWRILE 45 PSF) Q FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) G SEISMIC ZONE 3; V40J4111 D. RIND LOAD 22 POE E. 601L BEARING CAPACITY 2000113E ASSUMED. 40'L REPORT R EQ'D ON ANY QUESTIONABLE SOIL. 2. FOUNDATIONS A A96U'7ED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. 8. POUR FOUNDATIONS ONLY ON LND18TURBED SOIL. (vER1FY) C. UNDER 9.00R, SLABS COMPACT FILL TO •-5. 1710. 3. CONCRETE A 50J4DATION6 AND FLOOR 5LA8 CONCRETE SHALL BE EOLA° L TO (2500 FS1). MAX11'U1 WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER 4041516 YARD 65 CONCRETE AND 6.3/4 GALLONS WATER PER 94 18. SACK OF CEMENT- 2500 PSI 455451ED COMPRESIVE STRENGTH AT 26 DAYS. 3 SACK TIN/CU. YD. B. 11545*31 COVERAGE OF STEEL, 3' DOTTOM, 2' SIDES, I- I/2'. ,W44.15. FOR SOIL. SEE CODE WI4E1E SOIL 140 PROBLEM. G. 543344N -04411 P44110 p1ES5U9S, 'Mir:. Sgt. r5F, 54544. FooT, 4. REINFORCING STEEL A ALL REINFORCING STEEL SHALL BE DEFORMED, AN,EIw1EDlATE GRADE, BILLET STEEL - 40TM A615 -12 GRADE 40, NEW, CLEAN AND. FREE OF DIRT. B. SPLICES, l!4ERRE LOCATED AND APPROVED SHALL BE A MIN5441-1 OF 12 'NCI -E5 (2500 PSI) OR 30 BAR DIAMETER (GCMG. • 2000. P61 40. DIA) C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRICTION_ D. WELDED WARE MESH SHALL BE A6TM- 4155.. 5. WOOD A PER UGC SEC, 2504 G. J01575 AND RAFTERS, 2' NOMINAL NP NO2KD, R5 -IG0 PSF FOR REP ;7471vE USE USE 05- 4 IF SPAN OVER 51 W•922' • 16' QC. SEE ROOFING PLAN G. BEAMS, HEADERS AND LINTELS, 4• NOMINAL, DP NO. 2. PB -050 PSI -'.OR 14, NO. 2, 53•1000 PS/ 6' NOMINAL, OF NO, 1, F, -1350 P61, OR 1050 PS! IF K-9 b. STUDS 2x4 OR 2,,6 43(1 GRADE9 Fb -1300 PSI FOR REPETITIVE USE - FOR 3 STORY BLDG, USE 796 or 3444 4 065 4 DP. E GLU - LAM IMAMS' 20' (R. -2000 P51) OR 24F (Fb -2414 PSI) ;:BC STANDARD 25 -10 TABLE NO- 25 -6 -1 PART A 51 U= USE 745 -N, V3 OREGVAL. (VISUALLY GRAVE WE5IERN 8r4E6lES). 113•2}0043 PSI, Fv•B3 OR 165 PSI WITH EXTERIOR GLUE OR IF SHEAR TYPE SEAMS (S44GRT SPAN 44EAVY ..LOAD) MAY USE 20E-v31 OR 50UA4.. Fb•2000' PSI, FV416.5 :R54 F. SEE PLANS. FOR PLYWOOD. 6, STRUUCTURAL, STEE- R!. STRUCTURAL STEEL SHALL BE .44TH, A36, NEW, GLEAN BE 46TH 453, GRADE B OR AWL, A36 STEEL, (ALSO) FCEE OF RLsT. PIPE COL. SHALL 1. STRUCTURAL FRAMING A FRAMING TO BE IN COMPLIANCE 5)514 L'BC 6E6.1102, SEC 3516,2511 B. PROVIDE NAILING IN ACCORDANCE 11544 1150 SCHEDULE 25 -0. 5121E4 STRUCTURAL ENG. SPECS TAKE P'WCEDENCE OVER MIN NAILING SCHEDULE AND OTHER GENERAL- SPEC& C. PROVIDE SOLID 8L0040.4 AT JOIST SUPPORTS AND GEARING PARTITIONS. (ALSO.60M11LT 611114 SECT. 2506(5) 1 2516(()) D. PROVIDE BRIDGING OR BLOCKING AT MD -SPAN CF ALL SPANS OVER 5 FEET. E. USE APPROVED JOIST 144)44 38 WHERE RECURRED. BRIDGING P CEILING 1•141.416HED. F. ROOF TRUSSES, SIZES TO BE VERIFIED, DETAILED AND FABRICATED 335 1141455 MANFAGTIIRER INSTALLATION AND BRIDGING SHALL BE PER MANFACTURER'S SPECIFICATIONS AND NSTRJCTION5. ALL TRUSSES DESIGNED MUST BE STAMPED 9Y L16. WA STATE PE CARE MUST BE TAKEN DURING ERECTION 8T BUILDER TO NOT O/ERLOA0 TRUSSES WITH BUILDING MAT, 1 TO ADEQUATELY BRACE 71431-85E5, 6, STUD WALLS 4 USE 2x6 571.DS AT 16' 06. PER USG 1103, I316. 2511(o) S. DOUBLE TOP PLATES SHALL HAVE JO575 STAGGERED NOS LESS THAN 4 FEET. MIN. NAILING OF 5 -165 • 48' MN. LAPS • EAC4N SIDE OP JOINT 74163 • 17• 0C. SEt115EN PLATES FOR EXT, 4 445. LONG WALL (2 4 3 STORY BLDG.) 9. 50651 G A. APPLY ROOFING IN ACCORDANCE WITH USG. SEC. 3203. B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. 4 SECT. 3205. SI -SEAR UJALL SCI- IEDULE: (NOTES I - 10) WALL SHEATING AND NAILING TYPE jt> APA RATED 8H IN EAT14G, BLOCXED AT ALL EDGES. l ., AMA RATED SHEATHING, BLOCKED AT ALL EDGES. !4 NAILING • 8d COMR•1CN (OR GALVANIZED) BOX NAILS • 4' 0C. AT SHEATHING PANEL EDGES, • 0 O.C. AT I141ER FRAMING MEMBERS INTERIOR BOLE PLATE NAILING - (1) 164 • 6' OC. EXTERIOR MUD SILL - 5/8' DIA. AE. • 3' -0' OC. (MN. TWO AB. PER WALL PANEL). ALLOWABLE SHEAR WITH FRAMING DP. - 350 PLF ALLOWABLE 341E4R WITH FRAMING 445. - 281 PLR. APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - 0d COMMON (OR GALVANIZED) BOX NAILS • 3' 00. Al SHEATHING PANEL EDGES. • 6', O.C. AT INTER FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) 4456 • 4' 0.C., EXTERIOR MUD SILL - 5/6' 014, A5. • 7'.0' O.C. (MN. TILO AB. PER WALL PANEL) ALLOWABLE. 344EAR WITH FRAMING D5. - 450 PLR''' ALLOWABLE 5NEy1R 5)144 FRAMING 145. • 310 PLR. APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - 1056 60.104 (OR GALVANIZED) 90X NAILS • 4' O.C. AT 614EA744ING PANEL EDGES, e 6' OL. AT INTER FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (7) 1656 • 4' 06. EXTERIOR P1U0 SILL - 5/5' DIA A8. • 2' -0' OC. ='^':N TWO A8. PER WALL PANEL) ALLOWABLE SHEAR WITH FRAMING DP. - 460 PLF ALLOWABLE SHEAR WITH FRAMING LIP.. 316 PLR. TYP. I/2' 04418 (34014 SIDE) OVER 2X STUDS a 16' 0C. INTER NAILING. - 556 COOLER NAILS • 4' O.C. TYP. WALL INTERIOR SOLE PLATE NAILING - 1656 • 4' OD. ALLOWABLE SHEAR • 250 PLF. ® 1/r GWB (EACH BIDE) OVER 2X STUDS • 16' 0C. BLOCK ALL SHEATHING EDGES. NAILING - 956 COOLER NAILS • 4' 06.15P. INTERIOR SOLE PLATE NAILING - (2) 1656 • 6' OC. ALLOWABLE 914EAR - 300 PL5. NOTES: ABOVE ALLOWABLE SHEAR CAPACITIES APPLY FOR 2, FRAMING SPACED NO MORE T14484 16' 00. 2. W4ERRE APA 514EATHNG 5 APPLIED ON 80544 FACES OF A WALL AND NAIL SPACING IS LESS 744AN 6' OC. ON EITHER 50E, PANEL JOINS SHALL SE SET TO x.., 61-4 DIFFE.504T •54.150 MEMBER OR RAMING SHALL I8E 3, NOMINAL AND NAILS ON EACH SIDE 9NALL BE STAGGERED. 3. ALL SWEAR WALLS SHALL CONFORM TO UDC SECTION 2513 REQUIREMENTS. ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL BE APA RATED SHEATWING OVER 2x 9TUD9 • !b' O.C. WITH 856 COMMON NAILS • 6' O.C. AT SHEATHING PANEL EDGES AND 12' O.G. AT INTERMEDIATE FRAMING MEMBERS. SHEATHING PANEL EDGES 514ALL FALL ON 2x STUDS. ANCHOR BOLTS 64-141L BE STANDARD 'J -BOLT' WITH A 456 RETURN, OR A STANDARD 'L -DOLT' WITH 1256 EXTENSION. 5. 4146408 MOLTS SHALL SE A 36 STEEL OR BETTER MINIMUM CONCRETE SIDE COVER SHALL BE 2' 544EiN EXPOSED TO 'LEA74HER, 3' IU.4EN EXPOSED 70 EARTH. 6. USE I/2' 6 -0, 6 -6 STRUCTURAL 11 , PLYWOOD PANEL SIDING (INDEX 24/04 OR 5,16' 4114 SHEATHING WITH THE SAME NAILING WITHOUT REDUCTION CF THE ALLOWABLE SHEAR (SEE ARCH,. PLANS AND /OR GENERAL NOTES). T. 3/3' 6.0, 6-6 STRUCTURAL 11, PLYWOOD PANEL SIDING (INDEX'. 24/0) MAY BE USED PROVIDING THE ALLOWABLE SHEAR 19 REDUCED BY 70. (SEE ARCH. PLANS AND)OR GENERAL NOTE3). 6. NAIL 7x4' OR 1,6' BOLE PLATES WI 1656 AT 8' O.C. NACU 5. ON EXTERIOR WALLS 54454/444 G SHALL LAP RIM JOIST OR ELSE INCREASE 50LE' PLATE. NAILING TO 1656 AT S' 00. (12140.4 10. D0UE4LE ALL TOP PLATES AND LAP AT LEAST 46' 47 JOISTS 61/ 5.1656 EACH SIDE AND 1656 AT NO MORE THAN 12' O6. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. HOLD -DOWN SCI- IEDULE: (NOME 1) INDICATES 4411844022.. EMBEDDED IN CONCRETED, NAIL TO (2) I, STUD WITH 24 - 1656 NAILS. INDICATES M6TA36 STRAP TIE1 NAIL TO 2x ono WITH 26 - 1056 NAILS. INDICATES 1-05A. EMBED 3/4' DIA. ANCHOR BOLT 14' INTO CONCRETE (OR USE 574870 AB. WITH 26' MINIMUM EMBEDMENT)t BOLT TO (2) )x STUDS 1411TH TWO 3/4' DIA. MACHINE BOLTS. INDICATES 14014. EMBED I -1/8' DIA ANCHOR BOLT 19' INTO CONCRETE (OR USE 5TA823 WITH 24' MIN115171 EMBEDMENT), BOLT TO (1) 2x STUDS WITH THREE 1 /8' DIA MACHINE BOLTS. INDICATE9 4409. 5110ED 1 -1 /5' DIA. 4NC4401R BOLT 25' INTO CONCRETE. BOLT TO Ax STUD WITH THREE I' DIA. MA6141NE BOLTS. NOTE4, 1, ALL 4404.0.0 545 REFERENCED MANIPA IUFED BY '41M115c% STRONG-TIE COMPANY, INC.' HOLD - DOWNS OF EQUIVALENT CAPACITY BY OTHER MANUFACTURERS MAY BE USED. ALL 140LO.2304349 SHALL 85 INSTALLED PER LATEST MANUFACTURER'S SPECIFICATION (SIMPSON CATALOG C•5244 -1). SEE PLA48 FOR LOCATION AND INSTALLATION DETAILS. FOR ANCHOR BOLT INSTALLATION REQUIREMENTS SEE NOTE 5 AT SWEAR WALL SCHEDULE. EL,LE28_DI465EH8AGM' MNIM M 15/32' 7441C1414595 APA RATED T6NOJE 4 GROOVE 644EAT441NG WITH 1056 NAILS • 6' 06. AT SUPPORTED SHEATHING PANEL EDGES AND 10' O.G. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR REG28.). SPECIFICATIONS: C,Q'IIRETE AND 91EE1 9PEctFI6AI!4S2 I. 129E 2,500 1191 CONCRETE SPECS AT 28 DAYS, .,¢041151 MAY BE USED BUT RECC,N'IMENDED HIGHER STRENGTH. 1. USE 49TH, 4619 -68 OR EQUAL GRADE 40 REB4R LAPPED 30' MIN AT SPLICES, CORNERS 1 INTERSECTIONS. 5 2,000 P51 CONCRETE. LAP 40 DIAMETER MIN. 0LSLL 4,L�IEByy -L�EE4 "1 61t'j6Afl0511Sx 1 FOR LONG SPANS, USE 245 -V2, V3 OR EQUAL (TABLE ')5.6.1, PART A, UBC 1538, VISUALLY 4444:1)30 WESTERN SPECIES). 5b • 2,400 P51, FS/ • 155 OR 55 PSI 4 EXTERIOR GLUE, MANLFACTURER 51451 CLARIFY IN WRITING TO GLU -LAM SPECS PRIOR TO ERECTION CAN JOB. 1. WWERE HAVE SHORT SPANS (SHEAR BEAM5) US5 105 -V3 OR EQUAL WITH Po • 2400 1141 AND Fs, • 165 P51 AND OTHER SPECS SIMILAR TO 9 ABOVE, FORMA F,:CTURED ROC OR FLOOR TL9d9.94$JIY0LUDJIY0 NIZER- LRJ544E,4- FTC.. 1 THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE PE. STAMP ON DESIGNS. DURING ERE611044 OF TRUSSES, THE BUILDER SI-.A' . Ati_' CAFE TO 55651450 ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EX05415 DUI 5i(41[fi41411!4i!l ,t 111 II 1-0'N0 M416I .0 TUKWILA cope*, 1. PERMIT CENTER 4(61147 WB@SILRPT1LLJfRRk9lRflG 4141[tl'wYkeP W, ,! L...,..., ,..,LAP. - trui :xs.nr t3 Yj kNE sl N, INC.; RESERVE! NAILING: A I A} RIGHTS TO MATERIAL ON THIS SHEET --- SUBJECT TO CF MANAL PROSECUTION. TABLE N0. 25 -0-.NAILING SCHEDULE COP. N4eraN n ar Lomil 1- /nisi In till or girder. awnail 384 2. Bridging to loot. nomad each end 2.84 1, I on AMC., rte less to each joist. face nail 2,84 4, Wider than I' x 6" sub000r so each jour, face nail 5.8d 5. 2. s-bliovr 10 mist m sirsor. blind and race 0.4 2.164 6. Sole plate to joist or blocking, face nail i6d as 16' o.c. 7. Top plate lO stud. end nail 2 -164 8. Stud o sole plate 4.8, toenail of 2-164. 004 nun 9. Double studs, lace nail 16d at 24' o.c. 10. Doubled op plates. face nail 164 at 16' o.c. 11. Top plates, laps and in ecsions, face nail 2.164 12. Continuous header, Iwo pieces 164 n 16'0.c. along sack edge 13. Ceiling joists to plate. lien. 3 -86 14. Canrintwos header to stud, loom/ 4"84 15. Ceiling joists, laps over partitions, face mil 3. Ib4 16. Ceiling gains 40 parallel mhos. face nail 3.164 17. Rafter !opine, toenail 384 18. 1' brace lo each 00.4 and plait. face nail 2.84 19. 1' 0 6'she;thing or leas to each bearing, fats mil 2.84 20, Wfda than 1. 0 r a n,2201ng to each towing, face nail 3.8d 21. Built-up comer muds 164.224'0.0. 22. Built -up girder and boons 200.232' o.2. a top and bottom and staggered 2 -204 iead0 sal ■. each splice CONNCenarr nraltynp, 23. 2'. platys:. 2 -16dat each bearing 24. Plywood and particleboard:' ,.:.'. Sobflaor, rent and waa.Lnihlog (la framing): le and less 642 19472.7/1 8d3.644 7B'•1' 841 1161 -1164' 1043 or 84. " Combination Subfloor- madedayment Ito framing): Oo and Ins :' , 64+ 74444. urr.1ue 1041 or 864 25, Pend Slding 0ofri0ing3: l0.' or less.' 16a'I &f4 26. Fiberboard Shamble tt No. I l 92.1 641 Nn i 6 gm. 73/32' No. I I ga a 00423 No. 16 ga.' Common or box nails may he used except where otherwise .stated. COmmoo or 400434111e4 2020L 'Common. Deformed shank. ,Nails spaced at 6 inche on censer at edges 11 inches at intermediate supp,ns merit 6 inches .2 all suppons where mans 48 Inches or more For nailing 01 plywmal and partmlennord diaphragms and shear walls. refer to Section 2513 ten Y for "all sheathing may he munition. bra or cuing. 4Corruaiuh esNanl siding or c g Nils contemning to the requirements 00 S t m 25(6 U)I: tP' sreners spaced 3 inanea on renter al a menu! edges and 6 1011114 nn center al inrmlediale sCOnasi• oo tine nails wnh 'f,.- " m Kh- dtamer 60,0 and I'I_-mnt bogie 1111 '/r -inch sheathingr and 13 /, -then length I," ''11, inc6 sheathing crank _ , 11,e m requireents of Saa,on 2516111 1. rm,ng 'Corrosion. resistant staples with nominal '/,,.inch crown and 1' 8a-inch keno, for ' /..,, h 31100104,9 and 1' /i -12x6 length for 1 /%,.tech 313e300ng conhmnmg 10 me rnpnrrtnnn<,n Seeuan 2516 13) 1. iONTRACTOR NOTE - - -. All Dimensions Shall 13 Checked MECHANICAL: SOLID FUEL 1R /RNING AP I'LI CANCELS Solid ruts binning appliances include cir•tight stoves, fireplace stoves, room 1:oaters /jireplar6 slaves, factory-built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid Net burning appliances shall comply will, the provisions of Section 504, UMC • HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 70'F at a point 3' above the Door in all habitable rooms when the outside temperature is as set forth in Section 304 WSEC. Section 1211, UBC a. Fuel burning equipment located within the building envelope (constructed under the WSEC) shall obtain combustion air from outdoon, meeting the provisions of Section 607, UMC NOTE, BUILDING ENVELOPE. The elements of building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 202, WSEC b. Fuel burning equipment located outside the building envelope shall meet the provisions of section 601. UMC Ductwork, location and source of combustion air, references Section 602, 603, 604, 606 All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications. Section 504, UMC Appliances intended (or installation in closets, alcoves or confined spaces shall be so listed Section 504, UMC No warm air furnace shall be installed i0 a room used or designed to be used as a bedroom, bathroom, close, cc in any enclosed space with access only through such room or spa., except direct vent furnaces. enclosed furnaces and electric heating furnaces. Section 704, UMC. No warm-air furnace shall be installed in a closet or alcove less than 12' wider Than the furnace or furnaces installed therein with a minimum dear working space less than 3' along the sides, back and top of the furnace. Section 704, UMC. Liquefied pnsoleum 'gas- burning appliances ihali not be installed in a pit, . basement, or similar location where heavier- than -air gas might, collect. Appliances so fueled shall not be installed in an above -grade underfloor space or basement unless such location is provided with an approved means for removal of unburned gas. Section 304, UMC (Approval must be granted by the Building Otfi2ial.). Heating and cooling equipment looted it a garage and which generates a glow, spark or Dame capable of igniting Bammable vapors shall be installed with the pilots and burners or heating elements and switches at lean 18' above the floor level. Section 508, UMC . Fire dampers need not be installed in air dues passing Through the wall, floor, or ceiling separating a residence (Group R, Division 3 occupancy) from a garage (Group M, Division 1 occupancy) provided such ducts within the garage 0,0 oomtreeled of Hoc! having a thickness not less than 0.019 inch (No 70 galvanized slice pugs) and have no oponing into the garage. Section 503(0), UBC Warm -air (unarm insullatiom in attic or crawls pecs shall oomplywilh Section 708 and 709. UMC . Every appliance (dryer, range, etc) deigned to be vented shall he cnnnoaed to a venting system complying with Sections 901, 902, and Tobles 9 -A and 9 -3, UMC L ryf0eory- h0il(himney,Type Lvent,7ype Sgao rat or Type 2Wguvent shall be instant din accordance with the terms of its list ing,manu(acsurer's instructions and the applicable provisions of Chapter 9, 0M0. A l',po D rr BW gas sent shall /1000210 not Its Ilan l' obo a the rod through which it 92150s . nor less than 4' from any portion of the building which gleans at an angle of more than 45 degrees upwards from the horizontal nor less the•, shown in Figure 1, 1417CC, unless 621046ezted otherwse, Section 906(d), UMC • A'That L venting system 311311 IC0n41010001 l/' than 2' abort the roof trrcugi: which it passes nor km than 4' front any portion of the building which emends at an angle or more 1130 45 degrees upward from the horizontal unless listed /tested otherwise Section 906(0), UMC Vats connectors shall be installed within the space or area in which the appliance it located and shall be connected o a chimney or vent in 200), 3 manner as to naintah the clearance to consbestibles per Table No. S-C UMC DUCTWORK d Verified Prior To Construction. Duct system shall be or natal as sac forth in Tables Nrs. 10-A. 130, and 1310 o: notary -node au 6012s canpvrs with UMC Standard No. 1311 UMC loons aka sc gnu she it be substan;iallyairtight,Sectiar 1002(e), Table No. 10.A (reeangoar duets) and Table No 10 -B (flat, oval, and round ducts), UMC Installation of dues Phil comply with Semen 1004, 00.0 Du. insulation sl-aU be ansta300 bt alo7rdan¢ with WSEC Table 4 -16. GENERAL: 1. PILOTS, BURNERS, HEATING ELEMENTS & SWITCHES OF THE FURNACE AND WATER HEATERS SHOULD BE A MINIMUM OF 18" ABOVE TIM GARAGE FLOOR. THESE SHOULD ALSO BE PROTECTED AGAINST VEHICULAR COLLISION. PER U.B.C. SECTION 508. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGHT LATCH, DEADBOLT, OR SECURITY CHAIN MOUNTED AT A HEIGHT OF 48" MAXIMUM ABOVE FINISH FLOOR. SECTION 3304(C)U.B.C. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. SECTION 2516(C)3. 4. IF LISTING ROOM CEILING IS 240 ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS , A 514OKE DETECTOR WILL RE INSTALLED AT Ta'E RIMIEST POINT PER SECTION 1210 U.B.C. 5. RECESSEII LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2" G.W.B. TAPE AND FINISH. SECTION 502.4.4. 6. ALL DUCTS, Pa,ENU2MS, AND ENCLOSURES ,THROUGH OR ALONG UNHEATED' SPACES.(INCLUDING THOSE < FROM GARAGE INSTALLATIONS),. SHOULD BE THERMALLY'. INSULATED EXCEPT !moss0 INSTAL r sun BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AMR. 7. DRYER MOISTURE EXHAUST DUCT SHOULD NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL EFFECTIVE LENGTH OF 14.0 ". 8. MASONRY FIREPLACES SHOULD HE PROVIDED WITH A TIGHTLY FITTING FLUE 'DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AIR SHOULD BE PROVIDED WITH A DUCT OF 6 SQUARE INCHES MINIMUM AREA AND READILY OPERABLE DAMPER AS PER 1. SECTION 401; OF THE WASHINGTON STATE VENTILATION' CODE, 9. WATER HEATERS LOCATED IN THE GARAGE OR UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRESSIBLE INSULATION. AS PER SECTION 504.2.1 OF '01D: WASHINGTON STATE VENTILATION CODE. 13. AIR DUCTS ' PASSING THROUGH GARAGE WALLS, FLOOR OR CEILING ARE TO BE No. 26 GALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE. 14. LANDINGS OUTSIDE TO BE NO MORE THAN 1" BELOW THE THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4" APART . PER U.B.C. 1712(A), 3306. 16. STAIR HANDRAIL AND HANDGRIPS ARE TO HAVE 1 1/2" TO 2" CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) 17. 5/8" TYPE "X" G.W.B. UNDER ALL STAIR WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16" 0.C. AS PER SECTION 3306(M) 18. IF WATER HEATER IS OVER 4'0" IN HEIGHT AND HHAS K NON RIGID WATER CONNECTION, THEN IT IS TO BE ANCHORED AND STRAPPED TO RESIST EARTHQUAKE MOTION. SECTION 504(2) U.M.C• 19. WINDOW MANUFACTURER TO PROVIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE ROOM. FOUNDATION: 1. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 8" ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED AS PER SECTION 2516(0)4. ROOF: 10. BUT' AND COLD WATER HEATER PIPES IN T.B GARAGE SHOULD BE INSULATED -WITH MINIMUM R -3 INSULATION WITH A FLAME SPREAD OF 25 OR LESS AS PER U.B.C. SECTION 1713. 11. TBE SHOWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NON- ABSORBENT SURFACE NOT LESS THAN 70" ABOVE THE DRAIN INLET AS PER U.B.C. SECTION 510(3). 12. GYPSUM WALL BOARD BACKING USED FOR TUB OR SHOWER ENCLOSURES SHOULD BE OF A WATER RESISTANT MATERIAL. DO 240T INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING AS PER U.B.C. SECTION 4712. ATTIC VENTILATION AS PER 3205 (3,C). SEE VENTILATION CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL 3E COVERED WITS CORROSION RESISTANT WIRE 325H WITH OPENINGS OF 1/4 SQUARE INCE DIMENSION. 3. ROOF VALLEYS TO HAVE 26 GAUGE GALVANIZED F1o5EING AS PER SECTION 1707(8). 4. SHINGLE NASI.S SBA:.:. BE GALVANIZED STAINLESS 531511 OR ALUMINUM. 5. COMPOSITION ROOF FASTENERS AS PER TABLE 32.s.2 6 22 "X30" ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEAD10014 AS PER UBC SECTION 3205(A) . ATTIC ACCESS DOOR TO HAVE R -30 INSULATION MINIMUM AND WEATHER STRIPPED. HARDWARE TO PROVIDE 1,91200 CLOSI7RE 11 111I I1t11 1 TRUSSES S°0 BE 21:' "1127,: file:? 0T5.M.PED 113 Is "olt1I1EIINIVIN "'.':. STATE 5 t1DC ":.'L f 3. 7Pf CALCULATIONS 002 TO ,.. -.. SUBMITTED FOR Et;;:, COMPLIANCE PR7.Cli ?AIMS CATION OR :311R11:::" ISSUANCE. ^i2002E5 -2 1dANUFTC11004 ED 111 A . ,., ... THAT I5 APPROVED 7NIa'd, ... REQUIREMENTS OF 306(0) . EACH TRUSS .711:1', BEAR QUALI=- CONTROL. 23.0(15 SECTION 2510 (3) , 15,5 WEL.', MANUFACTURED PLANT '1,2 l,'i: ADDRESS , DESIGN LOAD M/12156UM SPACING . U.B.C. STANDARDS 25 -17. 8. APPROVED HANGERS '70 '.1i. USED AT ALT. CONNECTIONS .... RAFTERS r :JACK OR h_.. TO THE MAIN G:RU :11 001;1. TRUSS 1IANuTACTURER 3p PROv7= TYPE. 9. NONBEARING WAL1s szcuLT BT HELD DOWN FROM .-.c. rtivsf TO BOTTOM CRCRn: WITH APPROVED FASTENER TO - ,.... TRUSS BOTTOM CI10PD WILT. HEAR ON NON-BEARING 'WA;.:.. 10. ROOF TO BE ANCHORED RESIST NET WIND AEI.: .. LOADS. USE SIMP5 -.11 '29' ANCHORS OR EQUIVALENT. 11. TRUSSES WILL NOT BE fnamD ALTERED W7T50571 PRIOR B U I L D I N G D E A 9 E N APPROVAL OF ENG NE1.1 _NG CALCULATIONS. 12. TRUSSES 5321.. HAVE .-2_,.. AND DRAWINGS ON S:..-. IELE INSPECTION. 13. PROVIDE SCREENED ......,�...._. OVER SUPPORTS. 14. SHADED AREAS = FR /5,0))' ovYm WIT° 2 X 6 RAFTIS 1 „n OC UNLESS OTHERWISE NC'T:'.. SECTIONS: 1. ALL EXPOSED IN3;T 24ATERrA1S INCLUDING 72['2:.14 SUCH AS VAPOR BARRIERS OR BREATBER PAPER saam,,D FLAME SPREAD /SMOKE uti'.iE';:.:''1 ")) RATING SHOWN ON 2.5/150 017 LESS. SECTION 171..7 (C:) . CX:)i3Yl1ICSi i RECEIVED CITY OF TUKWILA PERMIT CENTER 'f r • ..33. .3 11F1111 3€3111,111..,..71.0 • , 4x POSTS OR (2) 2x STUDS 1, , IS' /2 PLrW000 W/ 5c t'4IL5 E ,CTEND P11.1^,LOODI10 OVERLAP ' REM JOIST t SILL PLATE 4* P0Th OR (2) 2x 'STUDS • MIN. 24' do. 1! , F'T.rtL4'Sr) 6I 8NAI!-S 1 ! •3' OC. ■ 1 , ' 61246t. kit ete;t1rIr 3500.CAPACIrr FLOOR TIE ANPI-10Res ! " (2) 2x PLATES 2x P.T. SILL PLATE FIPAJ-LP2 e ,prpezy,•c4rAc TY ISTRAF HEADER Few,. Tc.oa•ix., oce, CAPACITY 5TAP T, 'tUrti91-1' 3/S' PLY11.442.0D 5,v NAILS • 3' O.C. FAIJEL. 1.f. POSTS OR (7? 2x STUDS 3x BLOCKING A JOINTS r I ETEND ADER I , PL.rWO, 00 f' 1, I 4 11:, (2117x S 11 i'.°1 aria Q.' 3 • Lyo, BLOCKING 17 uc LioiNTS 11 HEADEPZ SPLICE 1: ,•23*L17,o1.011.9h1 ,E? 1, 91'1, : r H11 4Xf[",!fr05116 eS STUOS ,412'2. I'LL' I I 150P.1 , I , (2'1 ' ! , f ! ,p/o.,,Dif4J1k AE3.1 !,(1•?! IN310'Aci';1".--1,5814111-L LITFat."11GATEHS .1 1LcSHHeklEit,e. j,...THIN: TITHE:TE ATI, 2'4E-42D E RS 1 ''''-ruch, fi11'11:'1 rr;':1.1b140,46REI'211:ThoOPKA.c)E1;..E:Ng.itLI;Or3R(LIGaS wITIDH I.IIE ,_ '14 112rr:E74541;11-7;i.111r1F-0TA:4-'114' 4"14'14111 1 1 scixiqciiiL I s a 1 , , I 3!°0.C1j417 11 N,e, LS1.4EATHING I ' 3 - 2)4 et-47:i; 1 1 1 1 1 (I .1 Ilk To Ellc, 7-1 -ri 1 1 1 1 1 4 51,,,,,, EDGE 1/2' DIA. 145.11- 1' ii-oe orEtL141* • [ f ' il,, "',4" " ' C0t4TINUOr fcc'TINcrsi 4f;' II, 11 1 h r 1 i NOTE ;OERTIEUSENE Ipctalt4 GADR.AGATE0NIENO,ANDWALLS AS SHOWS A FLOOR INTERVENES BOOVT7LSAMOP 114PELRYWit.';0jOPISMT45111-1Gril'IRAc6ILALE51:'PLSWCWqPAANTEELPR°V1.1PMUE6E7PLETI‘°°414C4.84)vEDr"C°5?:4CX4ALYL 11 WALL USE DETAIL 10-1.11 1 1 11 T oh, II 1 1, 1 III 1 1, 1 11 * NOTES 1. ALL STRAP HOLPOWNS SHALL BE INSTALLED PER MA,NUFACTLIRER'S SPECIFICATIONS: INCLUDING ComvsFe 4STALL4fl0N ,I TWO HOLDOU.N6 &E U5E E40?-1 , I 2. C TEItNATBITti L6E1 OER TO D1 CPU*AVIfEkgE44,1C43PIED Litt 1 III I 1,1111 , 1 1, 111 1 lEAde, STIPP-41* elipirrwr pErAlLs Fth „ ' 11 Li 0 I AT PT ION I- 24' 4, 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 2 - 2x STUDS NAIL 61-4EATI4ING TO 540-1 STUD ' NAILS AT 3' 0.0. ALL PLATES, HEADERS, ST,U05 APA RATE OISHEATHING 3/5' tlN 24/0 EXP. I 2 - 2x4 BLOCKING AT ANY PLYWOOD JOINT 1-1F,s,-1,22. GO. P:42UAL- APPROVED HOOKED-END TO CONCRETE aoNNECTORS tLITH 24000, CAPACITY (MIN) 2 - 2x PLATES NAIL 5?-EATNING TO EACH PLATE CP- 1/41" ar-temr)-1E.q.J-, CONTINUOUS FOOTING CR SLAB EDGE NOTE FOR USE iN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM Jpi5't AND SILL PLATE PROVIDE HOLDOW5 1 BOLTS ANDIPLY1u00 0 NAILING 1 4.5 SHOUN IF USED ABOVE PD, N'T RECEIVED , I UJALL, u'e DETA L I.-I. 1 I h 1 1 I (ITY OF TUKWILA ' CITY OF "ruKwiut 1 APPROVED 0 C1 2 9:74 SEP I 5 1991, A ---LTOTI1 G 11 [ (24 11ERA.L RESTRAII4TI f+AW-L.) Is PERMIT CENTER IOW 4, 71 .1 11L (111n-latt'".ILL. .1 I MVO cr) R- i:13 34 P5E43,135301 I , I