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Permit B94-0412 - HOLDAAS RESIDENCE - NEW SINGLE FAMILY RESIDENCE
City ofTiciikwil4- (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0412 Type: B -BUILD Category: NSFR Address: 4436 S 148 ST Location: LOT B Parcel #: 004000 -0775 Zoning: Type Const: V -N Gas /Elec: GAS Wetlands: Water: 125 Contractor License No.: GSBUII *228BL Status: ISSUED Issued: 05/05/1995 Expires: 11/01/1995 Suite: Type of Occupancy: DWELLING Slopes: Y Sewer: VAL VUE TENANT HOLDAAS TIMOTHY 4436 S 148 ST, TUKWILA, WA 98168 OWNER HOLDAAS TIMOTHY 4432 S 148 ST, TUKWILA, WA 98168 CONTRACTOR G S BUILDERS & DEVELOPERS INC. P.O. BOX 68652, SEATTLE, WA 98168 CONTACT GOTTFRID SNELLMAN P.O. BOX 68652, SEATTLE, WA 98168 Phone: 206 246 -1245 Phone: 206 246 -1245 Phone: 206 244 -9822 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE - FAMILY RESIDENCE. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 Right: . 0 . 0 Valuation: 265,175.97 Total Permit Fee: 2,038.33 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit & enter Authorized signature I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this bui l,, ng p rmit. Signature: Print Name: _6-'a1 _TTjga1__ y,Ed,j!taeta( Title: NI.! Date: tO 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 TUKW ILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIWJ PERMIT APPLICATION DESCRIPTION DATE BUILDING PERMIT FEE::: PLAN.CHECKFEE BUILDING SURCHARGE &rl n t OTHER. aoor) TOTAL: SITE AD MESS SUITE # '7/ S/`,x SS, /'✓8724 Sr ; j,�ce/ /4-4, k 4 . VALUE OF CONSTRUCTION - $ 2C's - ar. Cm-z c.ry of- ra /< U 1 /-/ l'c-',e/i1/7' I-'rE 11 ASSESSOR ACCOUNT# / 'OO QQ-'01-IS (commercial) Demolition (building) 0 Other PROJECT NAME/TENANT '- 27-4,K2 7/-/v1v,7,e //04.o/,4s TYPE OF New Building Addition L) Tenant Improvemen y WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: C o / v s r/-� u c rw, / o/=" NC = /1)/4 6. - -F/1µ, /L7 /2c S/,O cam. ty c... .•-..* BUILDING USE (office, warehouse, etc.) / /E6-s /Uc- - N7' /Al- NATURE OF BUSINESS: ,.V/ WILL THERE BE A CHANGE IN USE? R No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE.: Buildin T Want S Area of Constructi n: `3"c"V - 2-41/. /.�2C/P - l e(v s, 01240 cc' . 4 S SF ��/IO - :.-page:.; .s ei� , s = F�a'rora F' = .?8Vs WILL THERE BE STORAGE OR E OF FLAMMABLE 0- HAZARDOUS MATERIALS II�YTHE BUILDING? 1 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 14 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER % /��77 -71 /,/UI.- ZD /a/4 S W OCR ■ . „, PHON d' ,„,2/,,o„ -/_2 Vs ADDRESS W3-2. s, /Y877, S?, / �/cui /L.,Q PHONE/ ZIP 9 0 /C'oe y/_ 97'..2 .z. CONTRACTOR -' ..5, ,8// /L/.�c� /e.S t D� r/c:: �c7PE" ,e5, /N/C , ADDRESS /- O, .d U X L'," S G 3-12- / 1/01. ,5-6,-/-)777-4-c3; ZIP ,:?,„,„,g, WA. ST. CONTRACTOR'S LICENSE # cs,3o%.Z 4 Z2. 8 S EXP. DATE s..---/�8 /am_ ARCHITECT co;7F,c /U S,\ELL./2 -,4 ) PHONF��o6.) al/y' - y,f7,2 Z ZIP �l'�' /C� ADDRESS /= p, ,B G3; , ec 3-12.- ,SC::,-,A TT -LL �i 1A , I: HEREBY: CERTIFI(:THAT:I :HAVE: READ.'AND,.EXAMINED THIS APPLICATION AND.`KNOW, BE TRUE AND CORRECT; :AND' I AM; .1THO - I,e: TO.:APP: . FOR :THIS`:PERMIT SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT DATE PRINT NAME c- s- � LDc vEC.0Pc.74 //ix PHON E 7 ,) ADDRESS O, .6v� 8.s CITY/ZIP Ee T'ZE' 9'8/' CONTACT PERSON SNL.GL�/I PHON y / 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 It 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 DATE APPLICATION EXPIRES (0-j-qS ,0,93 [ 1 SUBMITTAL CHECKLIST .:'..'..'."...:6,:..::. .A7,•:m:::' 6::'•(4-• ".:.".'::';. '::. :....)..:','::' . .,-..''. 'ov'..':'•:.:':4 .:.. ......!.1.":..,,:...::..:! 1dii010ioO 0uirOlid io::0, :,...',..:. .: ,:...:.(., .. °.. :r....?.:.-" . for 40189t .-' - e ti. -• ::.fiteiseisiat.:•ACCountAuret .:•,,pi Site i(.:p)1::.aSrlet..:.0,....''611C.,..0.... 10F11969...r!:....P.,:..1....!P....sijW s 'd"°:!4 )011.!.°!:°.;;;(14kfrl le , change of °v.,. e:•.r.',.a,:ilitEL'al.:::bi:66166810tiI:P7ith,..loca°1)::°:':•:::66aPti916ln!:t.:...1,';•••:,,:...(:::...1.0:::.i...4:::::::•:P'',...:.......9771:;a:•;,)n:ig.00,•ter.:sniigt.).0-; ,....,:....!66..:,..i...i......-tiiiiii ::.i.pi...9):,...p. e........0,.,..!!i.0..I.Tati....hi,ih,,.........;01Hbt, space .,...;,..;:;.:‘,:.,,;::::::::.... ., . ... . .‘.1 • .ii.....'...lari.•••••• ''.',Use..Of:ecil • • . Xit'dOeis,1eir 4iPc!•':Pci:••••••Pial...:i'•!4..i..."..i.:':•d''''.::.:•t....::;"..."':r;7111111'.1p'%...f. l':::..r.::04"P;;-e*i...;9i9':';t;e:ll:7:°:.....9.....:„.F!:......:'.,:.:......4t:°:'?...::::7.::::;:':',7:::::::::::•.:.:... ...... .,...,.....:.c.,....0.,:n...i...s.....„.try...,... p,...t...,!::?....,9..d.....9......!6116.7.:....:i.:::::..::::::,::::::::::,:....,:,:::::.:,.......... •-.struction and91 .. . ......... '. .... , •.::::,....::,::::::::,:::::gross,eCtIons..showing .::i:::::6t.,..ta......::c117::.197:4::;1;°n:':''::::-.1.:.;:::::':'.1.:''-:':'-::'.::•••:.:::::::-:::: :.::''''':.-:::,:::::-.-:•': ..„,...... :tpict;Cttital.......att1c.,,U,..178...60s....'star7p4. 4. ..,..i/..;a..:::ti:iihl..:;;ii.tc.i..e.b,:-;t!;10tei...e..4.0.3127...iitiq9..t6....:yi. - ' ineisii'mti)r• be.' req:Uiredif.strUCtural Structural caldOlationeitamped. by.:.4;:yV:aphIngtort..;.State:'lice.nee enginoor • ri.:.Taociaphtc:0 ... . 1.11:•Enor6Y;calepltttions:is!g‘ 'englneer..or ........ :Fli.Log41 description • Working draWings-, stamped by a Washington State hcensed archltoct1 which lncludo:: :. •-■ Site pan .• • '• ". • • • Structurai • .•••••••••• drawings Etovations Civt drawings Landscape pian ,00rnPloteif utility permi(iiiPPli:COtion.;(cirikiiii.: entire: pro sets of csvil • sUbm tral..thOu •.: • • • • • • • • • • • . . . .... ' :H Cornplotecl bOilding • permit appticatrnn [1 Assossor Account Number „..„ • '..:TO/o..(2) sets or pians, which notude !.•Entire: sPece..where'rocke Exit doors '......DirnensiOns.ot alt .aisles " . 1 :to .4i....dene,-..:Supritit.lapparettit, .Utlittjparrti •:.::::iipi)lipetiony'etid. pier* •••• ,:••• • • ; ... Tenant ispace't loor.Plan.showing: racketarage '• . • 0)5its, NOTE !nclude d,monsions af racks (hrnght width and Iongtli) aisles • • • • • :]; ." Structural calcUlations:starnOed by 6:Washington Stale.lcensed engineor(rack storago-8'. and over).::;::: • : ... , • •.... • • RESIDENTIAL . . NEW SING LE•FA MI LY DWELLINGS/ADDITIONS . . . • : . : .;:.. Completed building permit application (one for each • ‘;,:. LJ LIIJ Completed eorAccount:Nurnhe Narrative descnbing existing root miteria baing remo material NOTE A at ett 1"..:•• off of the parr!) i ; • : ANT .ENN AIP AT ELl.ITE I Completed Complated buliding permit • appilcatior 1 Assessor Account Number Two ' . (2) 'sete:of.plane';'..whIch 1_ 1 --,,Site:Plan"(ShoWingibUilding Detalis antonnalsateiilto dtsh and method ot attachment Structurai calculations stamped by a Washington State icensad engineer may :r equired 1 1 Li Legal description LiAssessor Account Number two sots (2) ot working I 1 Site plan Foundation pion Inc)ude accoss to btilldiog showing ••-•• Floor: plan Roo pian . . ' . ' .......... Siructural framing ......... Washington tate Energy Codo data sets of NOTE::: Building: eite.planlind trtilitY:alte:pieo*ey utility permit applidation and checklist fOr:speCific:atipmittal„reqUliairrent,§:: . : . . . . . AdcUtiontillopogrephical.and sails::infermatton:may:ba•rdquired.it unIqJe ; • ::'••••' ••-• • .. . Compiotod build ng permit application (one for each structure) ,.•..AsefaOr:.•Ac.cotint' NU Site plan Ftoorpian Roof pian A Aoi cross seGbon NOTE 1! any uti/,ry work Is to be done provide utl/:ty pormit app!ftation REROOFS -.• CITY OF TUKWIL Department of Community Development - Permit Center"' 6300 Southcenter Boulevard - #100, Tukwila, WA 08188 (206) 431 -3670 Building Permit Application TEM PLAN CHECK NUMBER bgLi- (Ala ED PROJECT NAME old , SITE ADDRESS rn-°--313-- SUITE NO. INSTRUCTIONS TO STAFF O 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. O 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. O 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. EPAR:TMEN DATE II ATE APPDROV EI BUILDING - initial review (ROUTED) CONSULTANT: 3EQUIREME:NT. Date Sent - /: �COMMEN° Date Approved - ,k5 FIRE PLANNING /- i- s -Ty INIT: , PUBLIC WORKS 0 OTHER INIT: �• tr FIRE PROTECTION: Sprinklers J Detectors r] N/A FIRE DEPT. LETTER DATED: / = c y INSPECTOR: / / ZONING: j( , 7 -Z IBAR/LAND USE CONDITIONS? (]Yes REFERENCE FILE NOS.: INIT: INIT: MINIMUM SETBACKS: N- 'O 1.9 3 E- VV-_13 UTILITY PERMITS REQUIRED? Yes (7 No PUBLIC WORKS LETTER DATED: A. BUILDING - final review g BUILDING OFFICIAL REVIEW COMPLETED INIT: s INIT: TYPE OF CONSTRUCTION: \/N CERT. OF OCCUPANCY? (]Yes KNo UBC EDITION (year): 19 AMOUNT OWING: 3I. L{S' .0Q CONTACTED to , ' • DATE NOTIFIED O J - BY: (snit.) I r' I. Wf 2nd NOTIFICATION ,-c. l i m �GG -3- a-5 "- ` J BY: (snit.) 3RD NOTIFICATION BY: (init.) -. U-1/4.'t ■-k-'t 6o. 00 01/08/93 • Permit No: PW95 -0029 Status: IS'SUED Project: HULDAAS, RES,IDENC Site Address: 4436 S 148 ST CURB ..LIT /ACCE'_lS, /_,IDEG; I, :. Issued: 05/05/1995 Approval Letter: 02/07/1995 Expires: 11/01/1995 Location: 4436 S 148 ST Ca SE PROPERTY CORNER Parcel #: 004000 -0775 Watercourse: Wetlands: Slopes: Y Sewer: VAL VLIE Water: 125 Contractor License No.: GSBUII'k228BL OWNER HOLDAAS TIMOTHY 4432 5 148TH ST, TLKWILA,. ;WA9..8168.''' CONTRACTOR G 5 BUILDER'S & DEVELOPERS,` INC. P.O. BOX ,•' 6k 8k,6� 5'4 2; •' :E ATTL'E..s: , WA 9816:8, . CONTACT GOTTFRID SNELMAN e n G.S. BUIDERS, ` Phone 'k ;(206)244-9822 4 4 * 4 4 * 4 4 4 * 4 * 4 4 4 * 4 * k * * 4 k * 4 k * 4 4 4 4 4 kN * * k 4 4.t4 .k * 4 4 4 4 4 k 4 4 4 * 4 4 •4 k 4 ; Additional Permitueacriphton: ., CONSTRUCT DRIVEWAY FOR;: '5 R @4.43'6'S 148 ST AT SE PROPERTY -;-'CORNER. D.h:WY TO BE PAVED; FOR MIN.' DISTANCE OF; :220' •4'RU,M EDGE . CULVER,T'UNDEN DRWY INSTALLED/ UNDER SEP''ARATE 5,D ;,PERMIT Existing :•qua;r'iy Feet. :.}' ;�� +.'''.' Additional Square New Squor:e Feet: ,,3153 `1 Inspec•ti n Fee •,.i 1 S 00'41 Plan r(eck Fee :; ....,�f-�'�1'0 >,`00' �. `� j,�:,. TOfiAL FEES : -\25.00.0 � t`'` ;,:l „,,,.-,,,,,„•:: .. ,te , �+ 'y4 srt,i Phone: (206)246 -1245 Acct :No. 400,0/ 4,' 400 Acct No : ~606/30)1830 r„ :ft's: &..µ t f i \A ,;,, i� Y ..5( ` r l'1 King Countv:Va1'ation: ` -':' _ Va1ue of.!, Construction.:.. .. .00 4 k .1* k 4 'k 'k k 'k * 4'x•4 4'4 4 *,'k '4 4 .4 'k :4, 4 k * * :k ,*” k * •4 4 `k * '4 'krk'k 4 �•4 '4 '4'•4 k, * . *..4 k 'k k_* k k k 4 •4 k 4 Ai* k ".•k * 4 k •4 k •4 k k le.* ;'k * .1* '4 * k 'k I hereby a'cc`ept. th•,i_ 'perm�i't- (a.ndd „agree' to ab'i,.de: �a,1`1- ,a.pp1 ic�abl>e ; .ect„i0r ^trot the City of Tuhl,G'�i.1a: Municipal Code. We agr`ee)'th.at the::C•i'ty of •,TulAv,.i.1a' shall be � ,M^ � .. - ..7:.; ..mow' � ,.,;.., J� f held h� a r m l e r ' t'o r' "a 1 1 "a r any claims a r i _,, i i� g a :, .a ._. n.e, u' ,t. o f :r�t h s:r,;� r o j t. Permits whihave' lapsed beyond the exp` sra;t,ion date-.', : hi11 retqu�ire 6 . re- applicati`i ?'ri,�an�i9r'eis ounce. of the per iriti th'r-, ugh,.C�tlie City `i~onitin/dition1 ada .tai 1 ^I i ~�ti'7 l'Y} l i (j ,. THE APPLICANT'MLt T NUT- FY THE;, CITY IN'SPECTUP OF CQMriENCEM.ENT A,f4Q COMPLETION OF WORT, AT LEAS, l.';24 H UFS IN ADVANCE. TO SCHEGUL'E AN I,I SPECT.I,OP CALL 43'- 017'_x. �;'' n i'/ tee. ys ,.• signature; '4 *•k * *** k* ****'4'4 *'k*'k* Date: *;4 '4't•41k04 * * * 4 * * *rj4 'k' k *'.'0 * '4 44 *'t4 '4 •k * 'k 'k 'k 4, * "• kj,*^* 4 * * k * * :4 •4 * 'k 'k * '4 •4 * k * "4 'k k APPROVED FOR ISSUANCE BY: Issued By. ate: - - -- Authorized Permit Center Signature ' 4k* k' 4. 4k' k' 4.• k* 4*' 44 4****' k4*' 4**' 44: 4**' 4• k' 4k• 4*' 4*• 4. 4' kk' 4*• 44• k4' k' k• k• k- 4 '4.4 **'k ****4* *'4'* *'4*•44.4kk* 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 Address: 44.36 S 148 ST Suite: Tenant: Type: Parcel #: PW -CCAS 004000 -0775 CITY OF TU WILA Permit No: PW9S -0029 Status: ISSUED Applied: 02/01/1995 Issued: 05/05/1995 k k •k •k •k •4 k •k •k 'k •k •k •k k '4 k k 'k •k k t4 4 4 k k k 4 •k :4 4 4 •4 * •k 4 '4 '4 9 4 •k 4 •k 4 •4 k k :4 k k k •k •k k k 4 4 •, 4 '4 '4 '4 •k •k •k :4 '4 * 4 k k k k 4 4 4 Permit Condition_.: 1. Temporary erosion contr-,o l :me2s.ciren�w.'s'47. .„,i mp l emen ted as the first order. tv co . oti,nbtg _- sre h,� ,� • 9 ° C'1 'y i p: rev rr ""e 'r 1 0 , t, 4 tit i on off- site or into exi :M gytorm d ainac ari (it 2, Gr iveways Shal, 1 },;wit, tv • gdent i a 1 st er0^ d Driveway w i d r s lr l/ b e ;�1 10 iniriu and 29 ma>lu;, • lope ,t, v-, shall be r a;;ma> >i m a n ) o f 110 ' Turni9t•g r. ra.d i i >,sha ;11 ;be a<mi i mti, a m o f five t e r, • ;�� t^ � , ; i ,� " _' \>{ . 3. C 'Griveways stia11 ' be aved ora, mitimun d�t}c e `bf r 0' frpm �r „ Y ' the edge�at e:is t i ngdroad pavenen ,'''''.% ' 4. For re1 centia1 "Irtveway. m1nimufh12" cont r te, o i, G ;�'; , N -12 p`14 /e . h�a11 belinstail ,under te driveway alt the, ' ., existfnq dainage d i t)i�1ccataq. •, ., "e r 5 . Woriaaft ecti'n`q ,traf t i c4 l owe i�1I��b� closely erorcinred wi th,.heCi ty Ut i l i t ies'°'Inspec`tor. .Traffic. Contra 1 ",P1ans sha;l;l' be .sub•mi,tted ,to the, In ,pectom /4,, '-• prior• approval .1* 6. 'CONTRACTOR' TO COURpINATErt LOCATI`O,P ,,L71 =;` NEW GI•T;.Y LIGHT POWEfl ' POLE EA'3T g0T.:THE�.,.GRWY)) WITH PUBLIC {WOR:kS INSPECTOR r. ; STORM DRAINAGE Permit ' No : PW95 -0030 Status: ISSUED Project: HOLDAAS RESIDENC Site Address: 443E S 1483 ST Issued: 05/05/1995 Approval Letter: 02;'07/1995 E :�:pire : 11/01/1995 Location: ALONG DRWY FROM NEW SFF: TO DITCHES @ N 'SIDE OF Parcel #: 004000 -0775 Watercourse: Wetland_.: '_,lopes: Y Sewer: VAL VUE Water: 125 Contractor License No.: GSBUII'4228BL OWNER HOLDAAS TIMOTHY 4432 S 148TH ST, TUf.W;l,LA :.WA•'"'98'1'6Ji CONTRACTOR G BUILDERS & DE'VELQPERS• 'INC • P.O. BOX 68(2 . f1 SEA TTLE,. W/ °98160: CONTACT GOTTFRID SNELLMAf4, • G,'S�':•, 4B1i�ILDER:;;,_;t. P.O. BOX :68652 , E`ATTLEY ;''• WA'=S'H .9`C',16u. A' 4 ' k 4 •4 •4 •.4 4 'k •4 •k k k k '4 * •k k , r k •fir ' 4 'k 4 k 'k k:k�k;'4 4 k '4 k :w k k k '4 4 4 •4 •4 4 414 4 4 148th :.T. Phone: (206)24€ -]245 .*a Additional Perm i`t; De .cr,i ptl'on : DRAINAGE SYSTEM rrrR''•SFR TO SE CONNECTED TO EX'IS_T. DITCH. 12 ",CULVER1`':2.4FT LONG WIL'L'. `BE•, TN'STALLED UNDER BOTH., •D`R I,VEWAYS . ;WHEN THAT I',:, COMPLETE, CONTRACTOR :.'•TCrCONTACT JOHNHOWAT la (206)43'3 -1861 TO ARRANGEE' FOR- BRINGING THE- 'DRAINAGE `DITCH TO CITY STANDARDS', Existing Syu;a're Feet. New S,'uare •Feet i 53a Inspection Fee': Plan TOTAL FEES.: hiilye'. °� (206)244 -9822 k,'k •4 k.•k''k k•k "!4'k kh.4k* *'4 t4 * * 4 * * 4 * 4 4 4 4 t� r At No `••412342 400 Acct N: '0110;'345 :`;830 King Caunty`.aV'altiation: Va :} :ii�s., of Con�•tr uctiot�.. :_,.,,., ,',;`' 00 4 :4 •4 4 4 •4 •k 'k •k •4 4• * •k' k y4'•4 k `'k, *' 4 'k•k k 4 (4 k 4* •k 4 k 4 k 4 k •k 4 4 4 k k 4 k •k,•k; k •4 •k '4 k 'k k •4 Fk •k k •k l k 4 4'rk 4 A k k 4 k k •k •k •4 I hereby acc�•''1 t th°i s perm i C •F zt ii?D$ ,p, `;. E and agree to, °ab�irde,, a 1�1 a`pj�+} i c�'b (�;.�._.e °cC icrr� of the City of Tuk,w�j'l�a Murii'i:ipa'1, Code. We a� r.e'ee t {heat .they` ' y T i {` � i•�. e "C iti� � of Tui'�.w�'i :•1 a s a 1 1 be held harmles. r all or a,riv claims ar�i, inq�,0 a r \e ,ii llt /of this p�?ktjfl,'ect.. Permits which `•,ji�i;ve lap ed be and the r-.irat }'on.,,.d.a•'te— fia11 pequiy0 re-application `ary;d re i s', u,ance`'tof the permit through, <'1°hra A'A\ atjan' additional fi'l'e. K : THE APPLICANT MUST,,NQTIFY THE CITY ,.INSPEC•TO,hy,•OF COMMENCEMEN,,Y;.AND COMPLETION OF WORT AT LEA'S,' 24. R'`, N AD'J NCE :I'll` S,CHEDLILE AN Ius "f E•C''TION CALL 433 -0179. } +. ,..j,x, Signature: `� tip .O.s�- -'alit ::r -�" ,• . .;.Daa kt4' k* k• kkk*' k**' k*• k* k• k*• kk• 4. 4: 4' k*• k• k4• k: 4• k• 4k`• k�4.• 4' 4., 4?*: 4: V4 ;44,•4*'.k;'k•••'`kk•k•k•4 * * ** *011(* * * **k•k'4k•k* * *k'4•4* APPROVED FOR I'SSUA CE BY: JJS _9 r Issued By: Date . Authorized Permit Center Signature -kk-k• 4444• k• k4: 4***' 4*• kk *kk•4- 4*•k **k*-4'4 *k **k-k•4 *' 4449:4 *'4. 4'4.44 *' 449- k- k' 44 '44'4.4•kk•k *•4.4 * ***•4**•4 *'4 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 :,ignature Date CITY OF TUI:.WILA Address: 4436 S 148 'ST Suite: Tenant: Type: PW -SD Parcel #: 004000 -0775 4 'k * •k * 'k k k* •k '4 k k** k k k •k k •k 'k k •k h k h k k 'k k k k k 4 k •.4 k* k •4 •k k k k h 4 k Permit Condition`.: Permit t No: PW95 -00.30 1 . Temporary er'o_> ion contro;l"" ;m `a sure ti.'" i1k1 the first order of ,1 ::•tk•.;icries "eo pr -eve site or into exist: ° °;insp- storm, d >rainag >eciS fac. 2. CONTACT JOHN HO W@ °L (2:06: ?x4;.3;;, IZ�61 ;AFTER ARE INSTALLCD„�"TOI' AR,FANGyE ''Ft7,'P' BR`I.NGIN TH TO CITY STANDAPTS '•' '. ',),11 ^' .1 t`, fp5`7�• 3 . PRIOR TO f';I..r!IAL SIG >NCIi F AFLI CAN T'' TO `"'_II.IBMi METRO SEAWvE. #' U'a•E '4(3E9-IFIC'A'1 ION;\ R.EECORDED EA'SEMEn'tiY'SIGr ED W'AVER'' TO LIN�b•EPf POUNDING AGREEMENT. .._,. • it I ' ;" z Status. Applied: Issued: kk*4k :4 *•k4 ISSUED 02/01/1995 05/05/1995 k'4.k* k ** k*•k'k* 4 k•4 ** implemented as erri;:t a t i o n off - i 1 i t 1`a..,twy :w4 TWO NEW.CUL.VER TS E lD,RAr•NAt3E <- 6,07,CH 6 P O F' ; I+1. S EtiiE , WATER NO- `RROTE5M • : \‘; :. •4J R City of Tuk Ftigg-Veta3Iniv sEinitteniveelrioncg TDulvistolan, WA 98188 DEC 1 3 1994 UTILITY PERMIT APPLICATION Phone: (206) 433-0179 TUKWILA -- PJ'1IWORKS PROJECT Site Address: S /yen., Sr, ex)/ R24 , 114F9RmAT!01..:: Name of Project: 46 re,//< fioc.bh-C /A-c Property Owner: 77/"/C27Ny Street Address: Vr9.2. 5/87--A, Engineer: Street Address: Contractor: 91r, //tic Street Address: /9 0, ASOX &8s2 - Phone No.: (.,/o6) /24/s,- City/State/Zip: 7ca4L.4./ A/4 • 7cf/Cojr Phone No.: City/State/Zip: King Cty Assessor Acct #: PERMITS 0 Channelization/Striping/Signing REQUESTED X Curb Cut/Access/Sidewalk 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: O Flood Zone Control O Hauling O Land Altering cubic yards Landscape Irrigation O Moving an Oversized Load Est. start/end times' Date: O Sanitary Side Sewer - No.: Phone No.: yy- city/state/zip: &o-/ . MCA Contractors License #: P(A) 9s-oozci PIA) 0,s--o03o WATR METER Name: • :.REFUND/BILLING ::::4 Street Address: MONTHLV Name: SERVLCE BILLINGS TO: Street Address: 0 Water 0 Sewer 0 Metro 0 Standby DESCRIPTION OF PROJECT Single-Family Residential O Multi le-Family Dwellin 0 Hotel 0 Du lex 0 A artments O Motel 0 Triplex 0 Condominiums • Commerciat/Industrial 0 Office 0 Warehouse O Retail 0 Manufacturing MISCELLANEOUS ,:!K[ New Building 0 Remodel/ Square footage of original building space: Square INFORMATION Addition . Fogiap: Square footage of additional building space: ■•••••■•••••••■••••■•■•••■■•■•■••■ o Sewer Main Extension EJ Private O Public 1) Storm Drainage O Street Use O Water Main Extension 0Private O Public O Water Mater / Exempt: - No.: — Sizes* Deduct 0 Water Oniy 0 O Water Meter / Permanent - No • o Water Meter/ Temporary:- No •_____ Sizes'_ Estimated quantity: Schedule: O Other: Phone No.: City/State/Zip: Phone No.: Cit /State/Z1 • No. of Units: O Other: O Church • Hospital 0 School/College/University O Other: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ...1 ,HEREBY CERTIFY T A. 1 H • - D.::: 1,7'.APPUCAT101,1.ANP.::.1(.1,10MTH4i:.SAME.T9,;,7.FrJ-HUt Applicant/Auth• .41111r Contact Person (print name): C.07-72Z2 S';-P/A-A.) zed Irillijair,a Aa - i• n _ 7' 416,._.irmrdUI A0111...11... A. Print Name: .,93-.:4;3-4,7740,- c.eipati",;c4Are,s-, jAx Address: P,O, 80y 6 8 6...s —4 6-25-nm, e- (7 crA9 ,c• PhoneldoG, , 9e • Phone(Ra& OW.7.,f-,4 .2_, ....ate..L..// Date Application Accepted: la_ la_ q bi Date Applicati=:___Lrja..7.2............. 04/22/92 CITY OF TUKWILA Address: 4436 S 148 ST Suite: Tenant: HOLDAAS TIMOTHY Type: B-BUILD Parcel #: 004000-0775 Permit No: 994-0412 Status: ISSUED Applied: 12/12/1994 Issued: 05/05/1995 *kilikAlikkk*Ak*lick*okk*Alekkkkiciek*kklekkkkAkhkrekkiikkk*IeritA4*kkklitkiM*1440(4,4;(444ck*kkAA Permit Conditions: 1. PRIOR TO FINAL SIGNOFF APPLICANT TO SUBMIT TO PW THE SIGNED METRO RESIDENTIAL SEWER USE CERTIFICATION ,WATER NO PROTEST AGREEMENT FOR FUTURE UPGRADE OF 4" TO 8" ON S.'148TH ST. & A RECORDED SEWER EASEMENT; 2. No changes will be made to the plans unless 'approved by the Tukwila Building Pivision. 3. Plumbing perMits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected 'by that agency, including all gas piping (296-4722). 4. ElectriCal, permits shall be obtained through the Washington -, State Division of Labor, and Industries and all electrical wor w,i 11, ibe inspected by that agency (248-6630) . , • 5. All mechanical work shall be -under separate permit issued by thei:City 'of Tukwila.' 6. AllOrmits, tnspectIon,,retOrds,460, ,MSlovd plans shall be available at the job site Oor:tOthe,:start of any con,,;) stuction These dociiMents4re tO„beyti)ain4ined and avaTl-, ableuntil-finalAnspectOon ;a0proVav1ris''granted. 4: 7. Engineered ,truss drawings and calculations shall be an site' andaVailabIe to the.buiTdihg 'inspector, fOrjnspection purposes. Documents shall bear the seal/and,Ognature of a Washington 'State Professional Engineer: ' 8. Any e4pspdAfpsillations backing Mat.erial shal,l,hav,a a F,laMe/Pd Spred0A3aiJng of '25 or less, andimat'erta0 Sha)1 bear identizY# ficati*Lshowing the fire performance rating thereof. 9. Notifythe City, of Tukwila Building DiV,Won;"0-00:7 placing:0y conCra,te.',',This procedure is in ,addition' to apV,i requlrements 10. All wood toTremain in placed 'concrete 'shall be treated wood. 11. All construetfon to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amendedi: Uniform, Mechanical. Code (1991,',Edition), and Washington State Energy Coda (1994 Edition). 12. Validity of Permit. The,tts.surce of a.perml't'or approval of plans, specifications, and cOmputatIon's '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. 13. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. *******.4 h********* 4k**; k**•A*•k s4*• k*** A* **k* *•A *4A*A*•44444,4 * * * ** * * *A• CITY OF TUKWILA, WA TRANSMIT *• 444*: 4*4* k• k*** 4*4 4* k• a•4 44 4 *k4 * * *4k *h ** *•A•4•4 * *•A * * *•.4 *4 *fir **•A*•A* * *1 *4 TRANSMIT Number: 94002233 Amount: • 11:45.00 05/05/S °' 'y'c' 7 Payment Method: CHICK Notation: G.S. BUILDERS & Xn � "�a "('O Permit No 094• -0412 Type: 0-BUILD BUILDING PERMIT Parcel No: 0040.00 -0775 Site Address: 4436 a 140 ST Location: LOT 0 • Total Fees: 2,033.33 This Payment 1,245.00 Total ALL Pmts: 2,031.33 . 13 a 1 ance; . 00 ** k****•k*** o1.#******* 4****•*4**•* k*•**** **0 *44 *4* * * * * * * *4 ** *4** * * *•4*• Account•Cade • Description , Amount 000/322.100 • BUILDING - RES 1,220.50 000/341..703 BUILDING - RADON MONITOR • 20.00 000 /386.904 ' .STA3'E L3IIILDING 'SURCHARGE 4.50 GENERA 1245.00 TOTAL 1245.00 CHECK 1245.00 CHANGE 0.00 2520A000 1(3141 b �l s iV * ** *i* *************:** k *k *�. k� * k* 4, k n* **4*k*FAk *kfi *i�. 1 ** F CITY OF TUKWILA, Wry k *h** *,$* ski: stir** 1 ****A•*s1s+sk* * * * * *itsk•hsV*41 4k*itd•I a...A 71.A* >Vi Air** 1.41*it� TRANSMIT Number: 94002234 Amount: 25.00 05/05/95 12 :343 Payment Method: CHECK Notation: G.S. BUILDERS t< 7n TRANSMIT Permit Na: PW95- •0.029 Type: PW -CCA;i Parcel No: 004000"07/5 Site Address: 4436 a 148 .;T Locution: 4 436 3 148 GT 0 HC PROPERTY CORNER Total Fees,: 25.00 Tli l s Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 *h•k *4141* hit• k** sk: k• k• A**** 41****• k***k * * *•h•h *A**k* **4A **•A*•k** *414141••1•.4 *k * ** CURB CUT %ACCESSS/STOE Account Code ,000/345.030.: 000/342t400 Description PLAN CHECK - UTILITY INSP PEE - UTILITY AmC)U11t 10.00 15.00 GENERA GENERA TOTAL CHECK CHANGE 2519A000 25.00 25.00 50.00 50.00 0.00 16 :41 • A*** * *$k *A•k•k•k**.k* * * *•k * * **A *o5* •h•���••F•kF:d **Ik * **** *** ** * *+4 * *•A *A.kA** ** CITY OF •ruKWILA, WA �4 ' 441 TRANSMIT i*Frk **4 *A ** * * * *A* * *A71 * *Iil * A** krt. k** 4* vF• ri• A•okAfiyt•F * **0 *4*A***A *kslkFrol* TRANSMIT Number: 94002235 (amount: 25.00 05/05/9 12 :39 • Payment Method ` CHECK Notation: G.S. •BUILL>ERrt�..••__�Imit :wrSAO Permit WO: PW95••0030 Type: LAW -SD STORM DRAINAGE Parcel No: 004000.077; Site Address: 4436 8 148 ST Location: (LONG ORWY FROM NEW SFR TO .OITCHE5 ca N SIDE OF Total Fees: 25.00 This Payment 25,.00 Total ALL Pmts: 25.00 Balance: .00 k *:1-** * * *.' * * * ** * *•k *:i*A** *.k* *** A ** * *•k * ** * * *•k * ** ** * **A * * *k * ** k* ***•k Account Code 000/345.330. 412/342t400 Description PLAN CHECK - UTILITY INSP FEE —STORM DRAIN Amount 10.00 15.00 f!. 4.r...**#••4•.s.,e *Alc**A*+**A**+++*+***++*+*+++++A*h**+***+*+x+++»*++o**4+*+ CITY OF TUKNILA, NA Reprinted: 12/12/94 16:35 TRANSMIT ++A*+k*a+*4*++a+*****+8+****A+*+*+++*++++*A*+**1(+*+a**+IcA+*a+**A TRANSMIT Number: 94001602 Amount: 793.33 12/12/94 16:33 Permit No: B94-0412 Type: B-BUILD BUILDING PER Parcel No: 004000-0;1'15 .~~~'' Site Address: 4432 S'148 OT Payment Method: CHECK Notation: G S BUILDERS Init: SLB A**4**++*+*****^**+***++*****++A+**+a4*^*+*++*h4+****++*+** Account.Code • 000/345°830 Description • Paid . PLAN CHECK ~.RES 793,33 Total (This Payment): 793.33 Total Fmoyx 2v038°33 • Total 01.1 Payments: 793.33 • \ Balance: • 1^245.00 / GENERA 793.33 TOTAL 793.33 CHECK 793.33 CHANGE 0.08 8091A000 15:21 PROJECT # ECEIVED CERTIFICATE OF WATER AVAILABILITY cITY R of V&I A DEC .1 21994• PERMIT CENTER PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: iVv ,�tezvc.9, Gr/A . Prxor ez, ca Agent or Contact Person /Name /Phone: 7T,�2i3O SJ✓e-4,-- k.) CS ,r5'e//' D4 S f 4,61/4+=e----le S /N,G ('cow Site Address (Attach map and legal description showing hydrant location & size of main): 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Outer: . Estimated number of service connections and meter size(s): 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: '. ft. 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. Source of minimum flow requirement: ❑ Fire Marshal . ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 6. Area is served by: (Utility) Owner /Agent's Signature: Date: (Reverse side to be completed by water utility and governing jurisdiction) 05!06/9,." ART B: (TO BE COMPLEED BY WATER UTILITY) 1. The proposed project is.located within IL In -- J C WI I A- (City /County) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: /NI Pr 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of q q gpm at 20 psi residual for a duration of .2. hours at a velocity of 1,3 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. geticy/Ph one a, y. Z eis -e71 By Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2.4bove) Agency /Phone By Date 05/06/94 RECEIVED RECEIVED . CITY OF TUKWILA DEC 131934 DEC 121994 CERTIFICATE OF SEWER AVAILABILITY TUKWILA r` OE._ - t. E Building Permit fl Short Subdivision Rezone or Other Proposed Use: G.ThResidential S.F. 0 MulitFamily 0 Preliminary Plat or PUD n Commercial 0 Other TER APPLICANTS NAME PROPERTY ADDRESS OR APPROXIMATE LOCATION LEGAL DESCRIPTION (Attach map & legal description if necessary) + + + + + + +++ ++ ++•+ + + + + + +++•f +++++++++++ + + + + + + + + + ++ ++ + + + + + + ++ + + ++ + + + + ++ SEWER AGENCY INFORMATION 1. a.�b'I Sewer service will be provided by side sewer connection only to an existing <�„ size sewer 30 feet from the site and the sewer system has the capacity to serve the proposed use. OR,_, b.I � Sewer service will require an improvement to-the sewer system of: I1 (1) feet of sewer trunk or lateral to reach the site; and /or 1-1 (2) the construction of a collection system on the site; and /or 0 (3) other (describe) 2. (Must be completed if 1.b above is checked) a.l j The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b.1_1 The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.1 NA/ The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b.) I Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC (4 O.w LFCMI, ( .15) UNIT TOTAL 113 n1-507) (Subject to change on January lst) METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): _ Required 7Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT Manager, T. J. Matelich or Date Inspector, Steven Fletcher 00.■•0•.0.. Val RECEIVED RECEIVED CITY OF TUKWILA DEC 1 3 1994 DEC 1 2 1994 CERTIFICATE OF SEWER AVAILABILITY TUKV► /!LA le • r` _ - TER I2 Building Permit ❑ Preliminary Plat or PUD fl Short Subdivision fl Rezone or Other Proposed Use: Q.-Residential S.F. ❑ MulitEamily ❑ Commercial ❑ Other APPLICANTS NAME PROPERTY ADDRESS OR APPROXIMATE LOCATION LEGAL DESCRIPTION 25idedl Doc. - (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGENCY INFORMATION 1. Sewer service will be provided by side sewer connection only to an existing 6•rs size sewer SO feet from the site and the sewer system has the capacity to serve the proposed use. b.I I Sewer service will require an improvement to -the sewer system of: 11 (1) feet of sewer trunk or lateral to reach the site; and /or 1-1 (2) the construction of a collection system on the site; and /or iJ (3) other (describe) 2. (Moat be completed if 1.b above is checked) a.I1 The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b.� The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.1 \,;( The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b.l Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC (h - 6u.�'� LFC I��(D?)UNIT TOTAL II))r)-)v,n) (Subject to change on January lst) METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): Required ✓Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT Manager, T. J. Matelich or Date Inspector, Steven Fletcher n. It U i b a ;i,�\ 01 •v in CNI Vl I-- - r T--. t1 68.01£ '` 3 ..C1..01..10 fJ �� ae'sn£ .1. •� cn o IU q ' �''�l 1 4.). j o. u U) . u C ,,t L. ,•1 O > d a —w -9'Z b -�- rn u N a o c i C) ,n N in GO O 1`• .N j. O .1• Ij h, ,4 Di I— - 11 J M .4'. I.,01.10 S ) JI,pn0 tot 0 nl e) ££ £L, �,' O 1 .,g1 tJ t —) t v, i ( t' u C p. i� 1 �L,,4--Dull aonias Jed �9 ..5 I atm ,� 0. 9.11+7 1►�� o 00 £ l 101 gull 180M IUD I li s11od / 1 tt , u L. ' ..._._ �._ b .t. I. l 10'1 0011 ls03 u3 o / / / n.° c 1! i v �(.. �— rr trYYYY1 t m rY v t. 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Wr1ZZW • vlrA41z H19H!rZ.-40 00rlW ••- 1D1•d•WT,41cr .4>a0t7r1oDltort;Z Wr102 -r 0 0 to a1 H H 0 y' Z ; G• rl to 0 • a •' al • A 41 a • H t~ H • H t.7 t` r-t 4 IA FA • Z t.1 i .-t E• .111 0 OWIGZN •-4Owo WO.-1 OK.ZN v• turf:. -4 rl c1 CIzWwZo WWyt•1o. -4 .4AHN C4 41 ?.Ot +lONO V, ••• -ta! r141OL70 W C1 030 1 1100 I4000 tio�NE400r+H00 woDH, -+ - 4r`i10wo W woowt-0 w,aa Dow rlHttnn a) co InrINOfu HN r1HNa1ma1 4vrE41t�}HH 1t/) 4HtZ ••►;Hrltn •V/cr 1 � ^+EAC r ^H;totstit.'rt;rs oHw • Ht: U3WHNCW00D7•000 Ht- U3WE- 41fZ20tntntu E. r' OMt�,,,,��OU WO 4Uoa,W Z Oa, OU Wr1G10 • C3 En 1~G ..7 a; H W tuti1Hn a ..1 1 6214 1 U rltt,G• E, t3 • i..1 I w w w aWU.• wHrnooxwaH tuo - 0 al co Ha7W5NU W a1 •04:1 NW WOG, 0 E4 r4 1•Hoao NH 44 r1 444y 0H•- ttuHooal W W W Z Utu m 0 1 w(� 1 H 4K r•1 H 4 c Z Z C4 W Y. O •• ZO V) .• • Z W:t ..In W •• 2n C) V) -.90 NI Fl W O H w rE r1 N Z E+ 1,1 W 0 >4 e 0 1• ``t1 ,1 r1 rl CO .•Won 0 ,1 U H b1 4 H tD .- t (NI t9O0 W C4 eig 01 44 H u r- 4 NtoHa1 a H V' c I4 0 4 0 • 41--�� • H = H t7 � p W E t• a1 a1 H (7 H o C4 Zo,4E1 HFr1;RuN 41 41 ELI41C3 - %.Dl o+HHtJ� F0ZUr H O H 44 0 i t.] to o 0 W t4 H O H W O to t:• D• a td Cd O) H r•t O w t-� t7OT.�. 111 HHtn o la, •Ha0DI o 0O(tarclli. 4z(,�N to W'ND: W Ht4t7O0 0 1.1 wNrl Ur1 0 ZT.a!4,)Za1ri ,} H0HU0P.E4 Z •OHHDf HOHUpo2,r1Wr -t H ME +oo �U•yNt-t WZWOr- 1oWwW' .'�. rt,'UIV)Ht:)W •74o1.40c4 41 CD 0 44 Ut-1 Ur1a1Oa1rt.�10 41 1110 W .T.Ut1 W rLa1'J1rlH :7wOa: WON 2. 14 1 444 0 to El U H r1 -4 to 44 D4 04 44 H rt a, c0 co H E4 N 61 Z H H Z H m 0 Ch 7 136.9'1 NOTE: EXITINU GiInDE t1Y 110USE COfNI?Il N.W.COt1N.• 147.07' N.E.COfiN.° 152.74' S.W,CORN.* 141.07' 3.E.0011N." 151.00' I:1 134.57' Building Use: Single Family, LOT B. (See Legal Description S 87.58'10" E 188.07' Zone: 1157200 SCALE 1" = 40' 00.49' LOT C3 /3 AKA • 27,757 sq.ft `Y. 3 09"02'35" E 101.05' 18' Patio F.F.ELV.• 153.57 9.F.ELV.• 144.78 b G.K.ELV.• 152.07; house 87 -7" garage shop, • • ROOF AREA • 3153 SF; 1 34' 15' 18" 0 11. t por h WALK 6' CONO.DRIV. • (+ -) 1818 8F, y 6 x 73'W LXIST.IIIIII 1IYDIUANI FIWM 9W.0UI1NIiR 11'0 "• - from 1'L.to EDUE OF I'AVINt1�.�. 126.9' MI -20 ;9 ,l r tiOXELAII foundation rlraina to daylight out Into approx. 1 cu.lt. rock pocket that funclions as an erosion control device. " EL.145.65 LOT A SIZED 18.0' 9 08 °02'35" E 70,04' EL.140.74' CITY OF TUKWILA APPROVE!) FEB 1 3 1995 AS NOTEU Ell, lx'i t,1. a DIVISION DRAIN 011011 i R �I Lxy Y Eal:lln9 house 04432 1 15'-0„ "— DRIVEWAY: GRAVEL SURFACE W /2" OF 5/8" MINUS. (ASPHALT PAVING) - 192.991" ' `d "'afsWER RECEIVED CITY OF TUKWILA MAIN LINE N 88 °02'55''1 w DEC 1 2 1994 Su. 140th St. PERMIT CENTER 170.98' oft 153.9' w 1 -1/2" WATER LINE UNDER GliaagIND POWER LINE 20' ASPHALT PAVING '__c. —• ' -1- I MI1 -20 -9A f1.. EXISTING CULVERT (s" VA) 1"-WATER Mtn. • 4 "0IP.WAIER LINE. EDGE OF PAYING r N EL.143.49'AT PAY. 5' St IMP DEDICATED TO TIIE CITY OF 111KWILA PE11 flEO. N9200121704 NEW LOT "B": LEGAL DESCRIPTION TIIAT PORTION OF LOTS 13 AND 14, BLOCK 6, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON; DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 13; THENCE N 88° 02' 35" W, ALONG THE SOUTH LINE THEREOF, 22.00 FEET; THENCE N 01° 10' 43" E 144.75 FEET; THENCE N 80 0'02' 35" W 70.04 FEET; THENCE N 01° 10' 43" E 73.33 FEET; THENCE N 88 °'02' 35" W 101.05 FEET TO THE WEST LINE OF THE EAST ONE —HALF OF SAID LOT 14; THENCE N 01° 09' 52 "E 93.00 FEET, ALONG THE WEST LINE THEREOF, TO TIIE NORTH LINE OF SAID LOT 14; THENCE S 87° 59' 10" E, ALONG TILE NORTH LINE OF SAID LOTS 14 AND 13, 193.07 FEET TO THE NORTHEAST CORNER OF LOT 13; THENCE'S 01° 10' 43" W, ALONG TIIE EAST LINE OF SAID LOT 13, 310.89 FEET TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 5.00 t'EET THEREOF AS DEDICATED TO THE CITY OF TUKWILA FOR ROAD PURPOSES BY REC. NO. 9200121704 TL 111 l- vc, JU, Land Surveyor's Certificate' This short plat correctly represents a survey made by Me or under my direction In conformance with the requirements of appropriate state an }co tit ute and cfomance ! �' '� � y�ja T ..:_x_.._____.. Certificate No,l Z('a"I1 Short Plat No.' Map on File In Vault RECEIVED CITY OF TUKWILA DEC 1 21994 PERMIT CENTER PUBLIC•WOHKS Pape of eU o/nvc ;�'c 2/7/7' /S - Sc%B..6-c r rry X - /°2OcJ4 G T7,/ /S g o t/e � ZIP L //i/1✓. ∎41,,M 'U- '%7 EN%" L. 9 o ©9 rt W c/i/ /S /N /�i2c�'GE5. /N 7c.// —,f /4 -f LA.) AS / P,°2v N 3 - Ili O ^f7 O ` o N "' N tov� r c— ,OZ U r7 � ig i1 68'01£ r 3 „£i,,0 t. l0 N 1 k a O. 0 In rP £l —, M 1 co a: f sl l ioi Dull 1 °M w 101 elm 1803 93 o Q O co " OU In 00T6 68.50£ "£b,OL l0 S w' • M p P oo 1 O od ~I O y c F o u aj • 5L'6£t y M „0,01.10 S I n.oL 1 .ropeo "81 r. `c4.o .rnMae OA d „9 co M r P-6 90'11.£ 6G Q0. N�1 lZ 3 „Z8,60.10 N • r U rn m a� 07-{ T°' CP J 'SS 0 O. d t O. O u 0 in r 663.89' (merle) 0 in N 1106'08" E 42nd Ave. So, Land Surveyor's Certificate, This short plat correctly represents a, survey Made by the or under my direction In conformance with the requlrements of appropriate state ,pan co rfty`� a ute and conformance' �! /��� / Certiirlcate No,i t.S 23c'0 Short Plat No,' ,nnnrnnu ft 1 Ito It • 1 k 23804 O •. � . J ,,"•� AISii•' OQ' /, ew 'ONALLAO 'O`S �11118II0*, EXPIRES 3/23/ ( •�IIf/1111Ililil/I Map on File In Vault Direction' Scale' 1 :3 F'1. i._1C'v"tit)i IKS N 88'02'35' ---"4111Z RECEIVED env OF TUKWILA DEC 1 21994 • PERMIT CENTER Page of Mar 05, 1996 City of Tukwila Department of Community Development GOTTFRID SNELLMAN P.O. BOX 68652 SEATTLE, WA 98168 RE: HOLDAAS TIMOTHY Dear Permit Holder: John W Rants, Mayor Steve Lancaster, Director Our records indicate that on Apr 30, 1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B.94,0412., 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 Apr 30, 1996. 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. Sincerely, 41,-(i07 Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Sulte #100 • Tukwila, Washington 98188 • (206) 431-3670 Fax (206) 431-3665 October 30, 1995 City of Tukwila Department of Community Development • John W. Rants, Mayor Mr. Gottfrid Snellman G.S. Builders & Developers, Inc. P.O. Box 68652 • Seattle, Washington 98168 Steve Lancaster, Director Dear Mr. Snellman: 'RE: Extension Request for Tukwila Building Permit #B94 -0412 A one hundred eighty (180) day extension to the above referenced permit is hereby granted. 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 April 30, 1996, Permit #B94 -0412 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. Sincerely, uane. Griffin Building Official (kb 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 (206) 4313670' Fax (206) 4313665 Oct 06, 1995 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director GOTTFRID SNELLMAN P.O. BOX 68652 SEATTLE, WA 98168 RE: HOLDAAS TIMOTHY Dear Permit Holder: Our records indicate that on Nov 01, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B94 -0412. 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 Nov 01, 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. Sincerely, 1/2116(4 49&7 Kelcie Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 (206) 4313670 4 Fax (206) 4313665 • TIM- TUKW.WPS August 12, 1995 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite #100 Tukwila, WA 98188 RE: Permit No: 894 -0412 Building Permit Parcel No: 004000 -0775 Site Address: 4436 S. 148th St., Lot B On behalf of Mr. and Mrs. Timothy Holdaas, owners of the above property, I hereby request a six -month extension of this Building Permit. This is necessary due to delays in the bank financing and discrepancies concerning the appraised value placed by the bank on the finished home and property. Thank you for your attention to this matter. Gottfrid S =1 man of y Ho1 ' aas G.S. BUILDERS & DEVELOPERS, INC. (owner) P.O. Box 68652 Seattle, WA 98168 (206) 244 -9822 100 Days Apr) 130 (quo RECEIVED CITY OF TUKWILA OCT 2 5 #995 RECEIVED OCT 2 5 1995 COMMUNITY DEVELOPMENT PERMIT CENTER Oct 06, 1995 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director GOTTFRID SNELLMAN P.O. BOX 68652 SEATTLE, WA 98168 rtE: HOLDAAS TIMOTHY Dear Permit Holder: Our records indicate that on Nov 01, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B94 -0412. 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 Nov 01, 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. • Sincerely, 1 , °94 Kelcie Peterson Permit Coordinator Department of Community Development RECEIVED OCT 2 5 1995 COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 TO: FROM: v DATE: . ' `; film... „`,zsi ai'r -'7,tL..� .;ty::ti ".Lr; & �y. }µ,r J.S.°�u.. ?.,.�r.3;.?., :fa3j:a.:�t <a$�.,: !. "x.,. ,.�ivt�a ...fi��t rr• 4�; .MSt�,`r n: .':SZ1J'�' City of Tukwila Department of Public Works rq John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING February 8, 1995 SUBJECT: Holdaas, New SFR 4436 S 148 Street Plan Check No. B94 -0412 Project No. P93 -0144 Activity Nos. PW95 -0029, 0030 Contact Person: Gottfrid Snellman Phone No. (206)244 -9822 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON FEBRUARY"', 1995: Curb Cut /Access /Sidewalk Storm Drainage Permit Fee $ 25.00 25.00 TOTAL $ 50.00 Two copies of the confirmed Utility Permit Application Form and approved plan are included in the building permit file. JJS /jjs cf: PW Utilities Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: (206) 433 -0179 Fax (206) 431 =3665 136.9' I3uildIng Use: Single I=ainily. F L_ C:10 T F) L_.Akk FJ Zone: R57200 LOT B. (See Legal Description 9 07 .1e8'10" E 1811.07' NOTE: EXITING GRADE nY house COMER N.W.00IRN.» 141.07 N.E.00nN.* 192.74' 9,W.CURN.' 141.07' 9.E.COf1N,r 191.00' IE1 134.57' 90.49' F.F.ELV.• 153.57 18' B.F.ELV.s 144.7e do b 0.0.ELV.R 152.07; SCALE 1" = 40' 87 -7" house : garage. shop 'A AREA Q 3153 SF1 0 11. 153.8' r,tt,. .3 Oe °02'35" E 101.00' 73'10 L'XIST.1V1Ilis 11YDI %AN1 FROM SW.O0IINER 11'014- from P1,.to EDGE 01: PAVING 128.9' NDIELAII foundation drilling to daylight out into approx. 1 cu.Il. rock pocket thin functions as an erosion control device. EL.148.39 STIED 18.0' 9 09 602'35" E 70.04' EL.140.14' 1 -1/2" WATER LINE r" LOT A Existing house 114432 EXISTING DRAIN DITUII MII -2U -0. (ASPHALT PAVING)" r Nee °02'5.54 -1 eu SEWER RECEIVED MAIN LINECITY OF TUKWILA 18'-0" DRIVEWAYI GRAVEL SURFACE . W /2" OF 0/3" MINUS. 170.88' •1:. • • 22.00' UNDER °RARIND POWER LINE t 20' ASPHALT PAVING 144.0' N POWER POLE- t 192.991* - DEC 121994 So. 140th St. PERMIT CENTER MII -20 -9A 4 "0IP.WAIER LINE. EDGE OF PAVING EXISIINO 03IILVERT OP' VA) i' WATER MTR.' CL.143.49'AT PAV. 0' STRIP DEDICATED TO 111E CITY OF 1UKWILA PER REC. 119208121704 • EXISTING CENTER LINE DRAIN DITCH Air GS Builders & Devel.ln Tl loldaas Project # B94 -0412 / P -0144 PLOT PLAN SUPPLEMENT FOR LOT "W' 4436 SO, 148 th.ST. TUKWILA LOT B DECK HOUSE AREA = 3153 SF -- NOTE: 'louse Area Conc. Drive Area Asphalt Approach TOTAL IMPERVIOUS AREA 479 LOT A • • • . .• • ICONC. DRIVE 1323 SF 15' WIDE GRAVEL DRIVEWAY (PERVIOUS SURFACE) .4. 3153 sf 1323 sf 320 sf EXISTING HOUSE #4432 ( 12" ABS CULVERT 24' LONG WILL BE INSTALLED UNDER BOTH EXISTING DRIVEWAY APPROACHES 20' ASPHALT DRIVEWAY APPROACH = 440 SF LESS EXIST. 120 SF = 320 SF ADD'L SURFACE ,i ▪ • 4.4 • I 4• � •• • �' 11 0' • EDGE OF ASPHALT PAVING SO. 148TH ST. • w CC SCALE 1" = 40' • NEW LOT "B": LEGAL DESCRIPTION • THAT PORTION OF LOTS 13 AND 14, BLOCK 6, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON; DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 13; THENCE N 88° 02' 35" W, ALONG THE SOUTH LINE THEREOF, 22.00 FEET; THENCE N 01° 10' 43" E 144.75 FEET; THENCE N 88 °'02' 35" W 70.04 FEET; THENCE N 01° 10' 43" E 73.33 FEET; THENCE N 88 °'02' 35" W 101.05 FEET TO THE WEST LINE OF THE EAST ONE —HALF OF SAID LOT 14; THENCE N 01° 09' 52 "E 93.00 FEET, ALONG THE WEST LINE THEREOF, TO TIIE NORTH LINE OF SAID LOT 14; THENCE S 87° 59' 10" E, ALONG THE NORTH LINE OF SAID LOTS 14 AND 13, 193.07 FEET TO THE NORTHEAST CORNER OF LOT 13; THENCE 'S 01° 10' 43" W, ALONG THE EAST LINE OF SAID LOT 13, 310.89 FEET TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 5.00 FEET THEREOF AS DEDICATED TO THE CITY OF TUKWILA FOR ROAD PURPOSES BY REC. NO. 9200121704 - rc.IIu inve• ou, Land Surveyor's Certificate, Thls short plat correctly represents a survey made by Me or under my direction In conformance with the requirements of appropriate state an co 'St 3 a ute and cfomance e.•-'"� '�� y�/ it)17- 11 DT Certificate No,+ Short flat No,' 1 5 4 3(.01 Map on File In Vault 1 "»'50 I, q 1 a 1 TUKWILA PUBLIC, WORKS RECEIVED ' CITY OF TUKWILA DEC 1 2 1994 PERMIT CENTER Page of /e. /ti/9 Pe. /7/ T /S Sc./L.T6 G %J u o. ©,- 7-7-/-/s- ,Bve-/) T30-/2--, L /N� A,ZWZis77'7E• ivy 'G65S /M Tc.rKW /t.,A 4 u, As 13 0 L ^ M N In- N O f7 0) w 0 co in ., J j � l 9'll 68'01£ J 0 a a 68'90£ w • In In N p 0 co po N JM „£(b�((,��O(L IO S L L'£� • £ l 101 Bull ICBM w j, 101 Bull 1GD3 o pe 10 00T6 03 N d O -. -97-17 - 41? I 3 „£i',OLIO N M „£ b,01.10 S 1.rn L. 0 >0 ao.c rnMBS OAd „9 80.11£ i5N 3 „ZS,60.10 N 0 1-- 0 683,89' (mesas) rn 0) 0 N T ,OZ 07 0) c4 rn 0. 0 .0 • in rn O lV CO m z N 1'06'08" E 42nd Ave. So. Land Surveyor's Certificate' This short plat correctly represents a . survey Made by me or under my direction in conformance with the requirements of a ra date state. an co ,Sty/ a ute and conformance' �� UT Certificate No.1 Short Plat No.1 Is .?3kly • • • • • • • • • • • • • • • •s,f11,1/111 I 11MI H, tie 0 • Q Sod 23604 , 4,0,..e; ?NA!• maoat o EXPIRES 3/23/ /,1 1 11111//, Map on File In Vault Direction' Scale' 1"150' :;r RECEIVED CITY OF TUKWILA DEC 1 2 199 PERMIT CENTER Page of City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0412 (511) John W. Rants, Mayor January 5, 1995 Re: Holdaas, Timothy - 4436 South 148th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short• plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to, a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 2. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department . review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) *ILA City 4E1 Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 .19 OB John W. Rants, Mayor Page number 2 All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd } DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ,(7s , : +,.,' 4 ''fi71y • ' s'7 +'; ' tr— '' ;: "�j �;r ,44. r '11W 7 k' :f V ;t1. j ,E. 121,.,,'4'1)11&1!' .r. . , u. far r {."w Ar• J: ! , r �yAal�n'p�'�i " UJ�•� ` fit �,�i�f n tiat.1 r ^rj".b}1, 7.4 ��,.r ol. nt p,� Jji]a �'a••!'rr+ j'1 xd'. 1e /A k. i'C'i�•..:4„ 1 °� 1 ?ri' 'r.k., Y,!I.: f�' i;ti l Yi'M. �`NiJ 2 *�', Iii ''�1./.'I r �. i, � 7 ..x'• 1 'fir i ;•' a' `..,., z ;fi':.. ,q_. is STATE OF WASHINGTON :r!L {7.4 INNYLI°P `2^i 2�1�7C'ii YW REGISTRATIONS AND LICENSES F825. 052. 000(3.92) STATE OF WASHINGTON UNIFIED BUSINESS ID #: 600 285 988 BUSINESS ID #: 001 EXPIRES : 01-31-1995 ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION G.S. BUILDERS & DEVELOPERS, INC. 5017 S 182ND ST PO BOX 68652 SEATTLE WA 98188 s• BUILDERS. & ' DEVELOI?ER5 -.- 095.673 QOTTFKD,P ELL N__ Master Builders Association .' of King and SnohomishiCounties Associated with the National Assodatlon o! Horne Builders MAY 1995 RECEIVED CITY OF TUKWILA OEC 1 21594 PERMIT CENTER TOP OF PLAT {d I m TOP OF PLYWOOD 2ND FLOOR), ‘,6 TOP OF PLATE 1ST FLO ' 3y' TOP OF PLYWOOD 1ST FLOG Comp. Shingles Pabco "Premier" P -25 Laminated shingles on 6/12 pitch t E1' /S va' TOP OF FOUNDATION ' E MST, GRACE' Eu:.V, . L52 .7y e 1" 8" LP Lap Siding 6 -1/2" Exp. SEPARATE PERMIT REQUIRED FOR: C,__,//MECHANICAL L,�J �EELECTRICAL PLUMBING 7 ,=1.13 C: C? TUKWILA BUILDING DIVISION FILE COPY I underctand that the Plan Check c; subjc t to errors and omissions and plans does not audios this violation of any adopted code • cal t of contractor's copy of A Mr- BY Date Permit No. REVISIONS 30 YEARS OF EXCELLENCE cn cc J Li- al-11a REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. TOP OF PIATF 2x8" TK Cedar Fascia Boord 1x4" TK Cedar Corner Trim BASEMENT I I !REAR ET1EVATTO\ CONT. ROOF VENT (TYP.) Comp. Shingles Pabco "Premier" i P-25 Laminated shingles on 6/12 pitch Window Shutters (Typ.) on Front of House — �X rST i u £e, DE- - - — ,s----,TOP OF FOUNDATION TOP OF PIATF, While Vinyl "Llilgord" Windows (Typ.) Grids in Front of House Only 1x4" TK Cedar Co ner Trim LP Lap Siding 8 Compos.Shingles t /2' Exp. 1x4" TK Cedar Corner 2x8" TK Cedar Fascia Boar TOP OF BRICK TOP OF FOUNDATION TOP OF SIARIN SHOP k GARAGE Brick Veneer RICK 11 I= I I 8'0"x7.0'" O.H. DOOR FRONT F 7'6'x6 8" DBL HUNG FLUSH BIRCH DOOR CITY OF TUKWILA APPROVED FEB 13 1995 AS NOTED 11 /1 BUILDING DIVISION TOP OF PLYWOOD 2ND FLOOR Cr) CtS CTS CDr—i o y CI.) L • V t I--t 12-5e1TOP OF BRICK k TOP OF PIATR 1ST FLOOR TOE OF LSYfl1D 1ST FLOOR sa's, TOP OF FOUNOATION.«. /52.f'0" r wat-+ __ _ FINISH GRADE ELv. /5/.90 Briek.Venee on Fron o House `' 1x6" CEDAR CHANNEL SIDING f om Found. up to Uppe Floor AND SOFFIT N 6" ROUND PILLAR EACH SIDE CONCRETE FRONT PORCH WITH EXPOSED AGGREGATE Concrete Foundation rX /S'..7 :- y2ADE . =LV. /54.9o' V ND� 1301 L � RECEIVED V OF TUKWILA DEC 1 21994 / PERMIT CENTER .0 ono. s, taw cal. yew w yawn Gattfrid ob 02 TUK haet 1 f 5 Sheen TJI FLOOR JOIST TOP CORE 2X4 TO EXTEND THRU RIM JOIST AND SCAB ONTO THE FLOOR JOIST AND NAILED BY (6) I6D NAILS. 2X4 BLOCKING BETWEEN TRUSSES. 2X4 LEDGER NAILED TO WALL AT LOWER CORE CONNECTED BY SIMPSON A34 FRAMING ANCHORS. GARAGE tM 01..14 COMP. SHINGLES ROOF .I5LBS ROOF FELT 7116- OSB.SHEAT. / PRE MDF. TRUSSES @ 24.0.0 • • • .. • • • ................ • 13-1 DETAIL_ .... • • .... • • • ........ ..... • • • ...... • ..... • . • • • • • • • • ..... • • • • ■ • • • • • ............... • TJI FLOOR JOIST DEN TJI FLOOR JOIST 2X4 P.T. SILL wi 1/2-xur A.11.4' 0.C. 13-2 DETAIL • • .................. • • VINYL WINDOWS V ROUND COLUMN/ FRONT PORCH BRICK VENEER DETAIL er vzoll„ INK FM. W/121 04 AAR GARAGE. / ATOAAGE i 0'7-3/ 4" BRICK VENEER ..... .. . . ....... ...... ...... ....... ...... ; 3" 4" CONC. SLAB W/WIRE MESH S. NIO WWM. REINF. AND II MIL VAPOR BARRIER SHOP r! 7.-2'. —1.-0" 1-0--" A- L 305-1/2 3 iirx 3 I/2"X 1/4" STEEL ANGLE TO HOLD MASONERY VENEER BOLT TO CONC. WITH wrxr LAOS 832"0.0 • .__ j., 107-314" I 7 I 12-5/8" 1/2" CD. GYPJSOARD ON NALL II CEILING EXT.WALL 2. STUD 24. 0.C. OSIS SHEATK/TYVEK WFUP LAP SONG RAI BATT INSUL-W/POLY VINYL WRAP TYP. T. o•Pl_ld Rtin do is (rYP.) ATTIC ACCESS, BONUS ROOM NC TAG COMPLY SUBFLOOR 11-2/11" TJI 25 OF 16" 0.0 OVER STORAGE GARAGE. ONLY ru-,1111 R.-46 INSUL. tus FINISH GRADE_ t c,1? A-1 2Xl SLOWS sir TYPE 'X' GWADAR° ON MAU_ CERING STORAGE v REDIF.WNIS ISAR. tro.c VERT.X HORIL /6t.841.01. WARMS lEatalai- peovirr geau ,zev GAT FURN. wrx VENT.UP TEXT EXT.RIALL 50 GAL.H/W e`-\ veccfetkeigez-6141. Lsticayzer, 4" CONC. SLAB TV/Y/IRE MESH 11X. NIO WWM. REINF. STORAGE 42412 HEADER 2X4 STUD.16"0.C. PE • 4-8 GARAGE GARAGE DOOR — AXE el r SLOPE 4. CONC. SL. W/WIRE MESH IIX6 RIO WWM.REINF. 1X4 TK CEDAR CORNER soma 2X 0 TK CEDAR SELLY SOAR° • • ..... • • • • . .. ....... LP SMOOTI1 SOFFIT - BRICK VENEER SECTION THRU GARAGE / STORAGE .. ltzoiwAilbvis44.dt- ,..„.:::: „ci:T.A.I.L.W.11.1.1:1:1:0:70 0 &I .01)0 0041164345, . 1 1 )0.4- WO,..4.4or REK.F1a. .01 AA AAA 217 11,- I INA;170'IZAUFILFni'AT'OlArZ. I I " 1121.4 BA I 4" CONC. SLAB W/WIRE MESH IX. NTO WWM. REINF. GARAGE Lia.cLOARCr.N.DALERL BEAM POCKET /1"" • DBL. 11 -7, TJI 15 W ;j;= /r1 A,,l7 ,ik 1 .... •7 - .1. Will _2X4 STUD 1 r 0.C. EASIDE OF STAIRWAY .4 POSTS ANCHORED TO FLOOR 4-- 77-1/4" 52_1/2! 43'7-3/4' 0 11 -T7:• TA 15 DF 111b.C. FLOOR JOIST 4IrS" BASEMENT /YV 4X12 OFN2 OVER 4X4 POST. ON 24- 0.B X 10- DPCONC. FTG. PAD. 6' 5" 4" CONC. SLAB W/WIRE MESH “4 4/10 WNW REINF. AND II Mk VAPOR BARRIER 1 - —3 SEAM POCKET 7' 1" II IV TALL WALL REINFORCED T. X IV 0.C. 1.10P/2. 4' WIDE X a. FTG. W/121 ,4 11A 23-e 877-1 FOUNDPTION 4" THICK CONC. PAD OVER GRADE IFRONT), PORCH 34,0 — - I PTA REINF.W/E4 BAR. Iro.c VERT.X 141.0.C. HORIZ. CITY OF TUKWILA APPROVED FEB i 3 1995 S NOTEDik BUILDING DIVISION 0- KEY NOTES HPAHD 22 HOLDDOWN STRAP TYP. AS ' SHOWN TO DBL. STUD ABOVE & SHEAR PANEL NAILED 3 O.C. W/8d. DBL.TJI HANGER (TYP.) 1Z-10 2-X24,84INSUL. WHERE GRADE IS LESS THAN 2' DEEP IN HEATED AREA. COMP. SHINGLES ROOF, ISLBS. ROOF FELT 7/16' 055 SHEATH./PRE-MFG. TRUSSES 24' O.C. R-30 INSUL. W/BAFFLE, I/2" CD G.W.B. 2X BIRD BLK'G W/ (3) I-I/2' DIA. SCREENED VENT HOLES PER ELK. 2X8 TK CEDAR FASCIA W/METAL GUTTER 2X6 P.T. SILL W/ 1/2'XIO' A.B. 4' O.C. & 1. FROM SILL ENDS. O * tY 612AD WALLS Pil—ERSEMENT Must taula-eo TO TINE-5431,4W LEVF-L- e exwelose.. aisoue Ges.De 01416, -1.1) mtv-i 13e IwzmATE. ot4 Exmoor. To CITYROFTLVENILA DEC 12i99 PERMIT CENTER REVISIONS BY cr 1 5 CD C•1 C•1 CO C) Tr 3.1 DEC. 1. tem cakt MWO Gotttrid ob 12 T UK Sheet 2 Of 5 Sheers f:FNF.RAI. NOTFrL 1. All material & workmanship shall conform to the drawings and the latest addition of the Uniform Building Code. 2. The contractor shall verify all conditions and dimensions prior to commencing work and coordinate the work of all Indes. 3. Noted dimensions shall take pies/dance over any scaled dimensions. 4. Mechanical, electrical, plumbing, and fire sprinkler to be obtained under separate permits. 5. Sandy gravel under slab 2 - 4" thick, clean and well graded and compacted. Gravel to act as a capillary break. Gravel at footing drain shall be 7/8" washed rock with silt screen on lop. 6. All footings shall be a minimum of 18' below finish grade or to undisturbal soil. 7. Concrete shall maintain a 28 day strength of Pc psi. The mix shall be equivalent to 5 -sack of cement per cubic yard. All concrete exposed to the weather to be air - entrained with an agent which conforms to UBC 26 -9. 8. Reinforcing steel shall conform to ASTM 76 -A, Grade 40, fy =400 psi. 9. Welded wire mesh shall conform to ASTM A -185. 10. Fuming lumber shall he graded and marked M conformance with WCLB Standard Grading Rules for W.t Coast lumber no. 16, latest edition. Furnish lumber meeting the following minimum standards: lleaden: llem •Fir 02 or Douglas Fir 02 Ib = 1000 psi Bums: Douglas Fir //2 lb = 1250 psi Studs & Framing: Hem -Fir or Douglas Fir 02/btr. 11. Prefabricated Wood Trusses shall be as designed by manufacturer in accordance with "The Design Specifications for Metal Plate Connected Wood Truss. TPI -78" by The Truss Plate 1551 /one for the plans and conditions shown on the drawings. Loading to be: Top Chord LL 25 psi Top Chord DL 8 psi Bollnm Chord 7 psi Toil Load 40 psi Wood trusses shall utilize approved connector plates (gang nailed or equal1. Furnish shop drawings and design calculations with stress diagrams prior to fabrication fo: approved. Submittals shall bur the stamp of a professional engineer registered in the Stale of Washington. Provide all temporary and permanent truss bracing & bridging required. 12. Sheathing shall be 7/16. OSB waferwood strand board in compliance with UBC standards. 13. Wood Fuming Details to be constructed to the standards of Uniform Building Code. 14. Design Criteria: Roof Live Load 25 PSF; Dud Load 10 PSF Total 35 PSF Floor Live Load 40 PSF; Dead Load 10 PSF Total 50 PSF Wind Load 30 mph (Exposure "B ") Earthquake Zone 3 Allowable Soil Pressure 2000 psi 30'5 -1/2" 15. Minimum railing requirements unless otherwise noted shall be in accordance with Table 25 -Q of the UBC. 16. All wood plates in direct contact with concrete shall be pressure treated with an approved preservative. Provide 2 layers asphalt impregnated building paper or equal sill sealer between all untreated wood and concrete. 17. Provide solid blocking at 8' Nall walls over 8' high. 5 " 18. Plywood Door sheathing /OSB wall and roof sheathing shall be laid up with face gain perpendicular to supports and nailed with 8d nails at 6' o.c. to framed panel edge over stud walls and at 12' o.o. to intermediate supports. Provide solid blocking al lines or support at Boor. Plywood sheathing shall have solid blocking at all edges. 19. All stud walls shall have lower plate attached to framing below with 16d nails at 12' o.c. staggered. 20. Insulation: Wails: R -19 Fiberglass ban Roof: R -30 Blow Under Floor. R -19 Fiberglass bats Concrete Slab: R -10 Rigid Insulation Board wherever applicable. 21. Caulk all joints with PRC Rubber Caulk 7000 Sealant or equal. 22. Asphalt Shingles to be mineral surfaced, self - sealing, laminated ply overlay construction fiberglass base shingles with UL Class A label. LOCAL. KEY KIIC. KIIC. KITC. KITC. KEY NOTES FOR KITCIIEN APPLIANCES DESCRIPTION A.1 30" Slide -in Electric Range, Type GE JSP26 CP While A.2 Spacemaker Microwave Type CE 142K WOW A.3 Dishwasher Type GE CSD840P While A,4 Disposer Type GE 705R 23. All windows shall be 'Milgard• while vinyl. Slider Units to be Series 5120 Fixed Units to be Series 5320 Sliding glass door to be Series 5620 r 24. Nail gypsum board with 5d cooler nails at top and bottom plate and blocking. Finish with light textured surface. 25. Reference Ventilation Code: Washington Stale Ventilation and Indoor Air Qoelity Code Chapter 51 -13 WAC. 26. Reference Energy Code: Washington Sale Energy Code Chapter 51 -11 WAC. 57' -2" MAXIMI!_I/4 CLAZiNCI U- /AIi1 = 0,70 RED, 1/\4-INT4 IN a A-4U FA C)3 _UI�pING NF PC cCO�, Tb 34' -0" KITCHEN CABINETS 32" high wall cabs. 48" long island base cab. 69" long x 36" wide bridal. bar Concrete Patio 16'x10' LOCAL. DEN GREAT RAI GREAT RN NOOK KITC. KIIC. SHOP SHOP BONUS RN /09/4 i2 1.01319. BR. UAW. BR MAS113. BA1H BMA 14 BORN f3 BONUS RN EXT.DOORS SHOP GARAGE ENTRY NOOK KEY NOTES FOR WINDOWS & EXT. DOORS KEY GUAM DESCRIPTION 1 2 2 3 4 5 6 7 8 9 10 it 12 13 IA 5 6 7 18 2 3 -086 -0 SH Bor of 30" Temp. Gross of Bottom W /Grids 2 3 -006 -0 51-1 Bor 0 30" Tema. Glass al Bottom 4 /Grids 2 3 -0/5 -0 SH Btu al 30" Clear Glass 2 3 -015 -0 SH Bar at 30" Clew Gloss I 3 -0,3 -0 Pict. Cleo, Gloss I 4 -0,3 -0 I/O Vent Clem Glass 2 3 -005 -0 51-1 Bar al 30" W /Gads 3 3 -O6-0 Pict. W /Gads Clear story 2 3 -005 -0 5H Bor of 30" W /Grids 2 3- 005 -0 SH Bar at 30" 8 /Grads I 2 -6 :4 -0 Pict. Kt/Grids 2 3 -005 -0 SH Oar at 30" W /Grads I 4 -0:4 -0 1/2 Vent temp. Glass I 4 -0:4 -0 1/2 Vent Clear Gloss 1 4 -0 :4 -0 1/2 Vent Clear Gloss 1 4 -0:4 -0 1/2 Vent Clear Gloss 7 -0,6 -8 1 -3/4" Dbl. Hung SC. Boh Door Flush 2 -8 :6 -8 1 -3/4•' SC. Fiberglass Door 6 -Pool 6 -0:6 -8 I -3/4" SC. Dbl. Hung Fiber /loss Door 6 -Pool 3 -0s6 -8 1 -3/4" Store Door Fiberglass 6'1 -1/2" Furnace II-went to some r tiro eat w.n 2 Steps - 2, -0" DaL /ST.AT HIP OIR. Kit tan. tent ITO C. ruin EXT. WALLS SHOP 2X1 STD/aTR ta'•D.C. W/BLKO. Q a9 /OSO SHEATH, a LP SIDING ANC cr, /N( ?Lei .f STORAGE Coffered ceEnp IsLANO 44 16' -9" DOOR SHALL BE INSTALLED W /SELF CLOSING HROW • LATCH KITC. REFER La. LL,/ S( ,J7 SHOP CEILING. HT.= 14' -0" 4" conc. floor w /wire mesh 5/8" Type "X" gypsum board on walls & ceiling in garage & storage room .2 Header T'5 i /2: 4" conc, floor w /wire mesh ^ ,roowww' L e 0000 O.H. Garage Dr. 80x70 O.H. Garage Dr. UTIL HALL D•L /51. •RICK VENEER a %1a HE •ER SOFFIT 1 0" 1 0" 3' 9- 7 /8•rA_ 3' 0' 3' 9.7/8.7''f- 7. 2• • - r " 9.7W e,- 3' Cr - y,-3' 9-'. /8 "7F OBL /ST.AT HIP OIR. DOL /ST. DeL /a T. Kali HEADER O GARAGE DOORS 10' 7 -3/4" 9' 2" 30' 5.1/2" - 10' 7 -3/4" 1' 6 -1/2• 8' 3" 7-1/2' 4x1 POST 8' 3' 4" Conc. Driveway .6 "'elks to Entry 6 Shop Dr. 23 2 61LAI, 014 (g- 87' 7 -1/2 24x68 2' 2-1/ 3' 0" - 3' 0" 10'4 -1/2" 20-1 /2' 12' 8" GREAT ROOM OSMOKE OET. 6' -3" 7' 10" ' CONC. FRONT PO RCN W/E %POSED AGGREGATE 4 Y' ROUND PILLAR 34' 0" 13' 6" ,. r-tree l A one hour occupancy separation is required between a Group B, Division 2 - Shop, and a Group M, Division 1 - Garage. Therefore it is necessary to provide one hour construction at this wall, and protection of openings by the installation of a one hour door/ frame assembly. BRICK VENEER KEY NOTES FOR PLUMBING LOCAT. KEY DESCN MAST.BTH P3 WC . KILGORRIPTIOE 130 WHITE MAST.BTH P.8 LAV - BRIGGS OVAL STEEL WHITE W /MOEN 4621 FAUCET MAST.BTH P.9 SHOWER PAN • MUSTEE 4234 WHITE W /MOEN 2620 SHWA VALVE MAST.BTH P.10 SOAKING TUB HYDROSwIRL 260 BLAKLEY WHITE W /MOEN 4999 VALVE HALL.BATH P.11 WC - KILGORE 130 WHITE HALL.BATH P.12 LAV - BRIGGS OVAL STEEL WHITE W /MOEN 4621 FAUCET HALL.BATH P.13 BATHTUB CRANE 5' STEEL WHITE W /MOEN 2720 TUB /SHOWER VALVE CITY OF TUKWILA APPROVED FEB 13 1995 AS NUIEU -BUILDING G DIVISION SQUAREFOOTACFR Main Level 1207 sf Upper I evel Iincl bonus tm t 1979 sf TOTAL LIVING SPACE 3186 sf Garage Storage Shop Basement 455 sf 284 sf 1080 sf 1224 sf NOTE: Glass sq.ft. = 317 sf. % of Total sf. = 9.95% \�� NOTE• All Window Headers in Ext.walls 4x10 DF#2. AH other 4x and 6x Headers / Beams. are DF#2 KEY NOTES FOR PLUMBING LOCAT. KEY DESCRIPTION p,l Sink Kohler 195948 w /Moen /7831 Faucet P.2 ke Maker Rough -in only KITC. KITC. 011186 P.3 Laundry Tray Mustee 110 w /Moen 14975 Faucet UTILRM P.4 Laundry Wosher Rough -in only POWD.RM POWD.RM P.5 WC Kilgore 1130 White .. P.6 Law Briggs owl steel while w /Moen 14621 Faucet RECeLI 08•9.OF TUK WILA DEC 121994 PERMIT CENTER 1/4 " =1' OrawnGottfrid ob 62 TUK rl 5 Sheers is" 0.H TIP. OS DS TRUSS NOTES At Tn3sses: •Shag carry Maned. stamp & be Installed & braced to Manuf. Specs. -wt not be field altered without prior Building Dept. approval of engineering cats. •Shat have design details & drawings on sae for field Inspection. •AII beams & headers to be 6X8- U.N.O. •Provide screened bioddng over supports. •Shaded areas on plan to be stick framed over. COMPAINGLE ROOF CONT. ROOF VENT tiVPJ 6/12 PITC. ROOF PLAN SCALE 1/0 " -1' H ROB DS DS DS 3eo Aint Amin - Aliiiiiiiill _ '• t -_ 11111111111111% NIIIIIINEMII M11111111 IIINIMPEll NIEVEIMIll __— Mir dniffal ..... o.. TRUSS LAYOUT ........................... ............................. . ............................• 19'7 -1/2" • iy- ATTIC ACCESS I I 21 1 E X 2e. BONUS ROOM IS.D.I co a ID -Irr• —yr 30' -0" 57' 7 -1/2" 38' 0" 13 -5" V Er-20-31-1, --— 5 -r l of LOCAT. MA5T.00111 MA51.0001 LNST.BAI11 MA5T.0110 IIALL.BAIII IIALLBATH IIALLBA111 KEY NOTES: FOR PLUMRWC KEY DESCRIPTION P.7 WC Kilgore 130 Whil P.8 Lo. Briggs oval sleeol whit W/ Moen 4621 Fauseal P.9 Shower Pone Muslee 4234 whit W /Moen 2620 Shower valve P.10 Sokinglub Ilydroswirl 260 Blakley whil W /Moen 4999 voO P.11 WC Kilgore 130 Whil 912 Lw. Briggs ovol sleeol whit W/ Moen 4621 Fouseol P.13 Bathtub Crane 5' Sleeol whit W /Moen 2720 lob /shower valve KEY NOTES FOR WINDOWS & EXT. DOORS LOCAT. KEY GUANT DESCRIPTION DEN GREAT RM GflEAT flM NOOK KITC. KITC. 6HOP 6HOP BONUS RM BDRM MASTB, BR, MASTB, BR. MASTB. BATH BDflm 14 BDRM 13 BONUS RM E %T.DOORS 6110P GAflAGE ENTRY NOOK 7 9 1D 12 1 10 15 16 I1 18 0 %6,0 611 B.r 01 30- T.,. GI.. at Bouom W /Grid. 3.0 %6 0 611 B.r .l 30- T.mP, GI... m Bottom MOW/. 3,0%5,0 6H B.r at 30- Clam GI•.• 3.0%6,0 611 Bar at 30- G." GI.. 3043.0 Pict. Clam GU" 4.0.3.0 1/2 Pant Clear 01... 3.0 %6.0 Sit Bar at 30- W /Glad. 2.0.6.0 Pict. W /Grid. Cl..r stogy 3.0 %5 -0 BH Bar e1 30- W /Orid- 3 0%6.0 6H Bar •1 30- W /Grid. 2.6.4.0 Pict. W /Grid. 3.0 %5,0 6H Bar a1 30- W /Grid. 4.0.4.0 1/2 Vent Tamp. GI.•. 40.4.0 112 Von. CI••r alas. 4.0.40 1/2 Van. CR., GI... 40.4.0 1/2 Vans Clam GM.. 1 7.0.6.8 1.3/4' Dbl. Hung SC. Birch Door Flush 1 6.0.6,6 1314' 6C. Dbl. Hung Fib•rgl... Door 6,Pan•1 1 3,0.6.8 1314- St.. Door ...opium 23'7 -1 /2n UPPER. 87'7 -1 /2ir 34 -0" CITY OF TUKWILA APPROVED FEB 1 3 1995 - AS NOTED BUILDING DIVISION CITY OF TUUKKAMLA DEC 1 21994 PERMIT ORNTER REVISIONS BY cc W o I 0 N CO 43'1 ate 0Gets DEC. 1. law Drown Gott /rid rD f2 TUK Sheet 4 Of 5 Sheers APPROX. FINISH GRADE COMP.SHINGLES ROOF OVER 7/111' OSB SHEATNG 2X BIRD BLK E' W/(3) i- 1/7'tia SCREENED VENT HOLES PER ELK. CONT.ROOF VENT 12 MFG. TRUSSES @ 24" O.C. NSUL..e AFFLE R'30 BLOW INSUL. SIMPSON H2.5 HURRICANE TIES SIMPSON H2.5 HIRRICANE TIES EXT.WALL 1Xt STUD sr O.C. 2X4" NT.WALI OSB SHEAT. /TYVEK WRAP • LAP-SIDING lr'O.. (TYP.) BATT INSUL.W/POLY VINYL WRAP TYP. BDRM.83 1/2• CD. CVP.IOARD ON WALT. i CEILNU BORM 12 HALL 3/4 "COMPLY SUBFLOOR SCREWED I GLUED 1 12 -5/8" - 12 -5/8" RIM JOIST (TNT.) SAFEAT W /COFFER CEILING KITC. WALL CAB. BASE CAB. UNOERLAYLENT IN SITC /UT IL/DOWD/ENTRY `V f HALL TJI 15 DF IC O.0 OVER MO.FLOOR 4'' 2X4 NT.WALL/-iy^ �r 7` 1/7' CO. CYP.BOARO l...- ON WALL i CEILING POWD. OEN VANITY Im 2X11.P.T.SILL W/1/2,10,.. 4'0.C.1 1/FROM SILL ENDS R -111 BATT INSUL. IN UNDER FLOOR SIMPSON .4 POST CAPS REINF.W /I4 BAR. 1I"0.0 VERT.X 1t"O.C. NORM BLOCKING UNDER BEAR 11 -1 /r' TJI 15 OF O.0 OVER 1ST.FLOOR 4X12' DFBI BEAM UNFIN.BASEMENT 2Xr'P.T.SILL W /1 /2'X10'A113. 4'0.C.11. 1/FROM SILL ENDS 4X4 POST /TSP.) REINF.W /114 BAR. ANCHORED TO FLOOR IY//SIMP'• A21 ANGLES CLIPS (TYP.) 16'0.0 VERT.X 1r'O.C. HORIL II rr 24 } N "ROUND FTG.PAD • 1P _A -2 ECTTON THRU DEN / PWDR / KITCHEN • II rl II II 1I J } DOWNSPOUT (TYP.) ............... + 4" + Ex /Sr, GgGE ELI", /5/7 FOUND.WATERPROOFNG TYP. FOR MIT. 4" SOLID DRAINPIPE FOR DOWNSPOUT (TYPO 7• AFT ET1EVATTON- CONT.ROOF VENT 2 COMP.SHINGLES ROOF OVER 1 /11" 0111 SHEATNG MFG.TRUSSES @ 24" O.C. R'30 BLOW INSUL. T`v, v w Q 2x4 NT.WALL /' 11"0.C. WHICH RAIL WALL I _ PII X4' WOOD CAP I NAND RAILING. _ BDRM 84 1734 WALL CLO. MASTR. BR EA-SIDE OF STAIR VINYL WINDOW (TYP.) 1- 3 /r'Xll -sir MICROLM BEAM IN 2X17' STAIR STRINGER 5 /11' TYPE "X" GYP.BOARO UNDER STAIR NOOK HAND RAILING al -I/Y', r � 1 r -T /t- 1 A.SID O 1 1/r'Xlr A.B. 11 4r'O.0 A 11 11 SX1V' HO 1- ur'x11 -T /r MICROL AM BEAM HAND RAILING 1134-31'HI0 W /BALUSTERS 04" O.C. ENTRY 1 .I 1-3/4"X11-7, 1 -3 /4 ^x11-7/11. N. MICROLAM BEAM MICROLAM BEAM R -,t BATT INSUL. N UNDER FLOOR 2X4 WALL r' CONC. 0.AB WI WIRE MESH IX. RIO WWM.RENF.• t MILNAPOR BARRIER hl 2X17' STAIR STRINGER STAIR TO BASEMENT 2X4 • • END OF WALL UNFIN. BASEMENT LL ✓ /Y' /. 7 S1 4 2 -4" OF BANDY GRAVEL UNDER 0.M 7 /11. WASH ROCK OVER 4" PERF.DRAR/PNE T7 R Exar,,4'RQDc" E'L ✓, /2i7,b7' - 24"ROUNO F/G.PAD A- SECTION TJ-IRU ENTRY & ,STAIRWAY l tE MFG. TRUSSES 24.0.C. OVER ENTRY PORCH 3- 1/7'X3 - 1/2'741/4' STEEL ANGLE w/S /I'X4"L•DS R"O.0 c ROUND PILLAR CONC. FRONT PORCH x-184 BAR 2 '•'0.6 EA-WAY ESQ✓ , 91/ COMP.FXL THICK CONC. WALK METAL SHIELD 0 WOOD/E.111 CONTACT f— r THICK X r TALL WALL REINFORCED W /I4 BAR tr• O.C. VERT. X 16"0.C. HORI2. 24" WIDE X r THICK FIG. W /IS) N4 BAR CONTINUOUS d Lrt/ST: f:.F /N/SNEO P_ L' /52,7Y' RTGHT EI1EVATION Ex /sr. c29OE E14- /52,7V' CITY OF TUKWILA APPROVED FEB 1 3 1995 AS NOTED BUILDIN, DIVISION CITY OF TUfMIILA DEC 121994 PERMIT CENTER REVISIONS BY 1 1 w tia a DEC. ,. 1M4 cola 1/4 "41' raven Got4lrld Job Sheet 82 TUK 5 Of 5 Sheen TRUS JOIST MACMILLAN A Limited PoMeMip THINK SAFETY —READ WARNING AND INSTALLATION INSTRUCTIONS REFER TO TJXpert" FLOOR OR ROOF FRAMING INFORMATION FORM FOR TYPICAL FRAMING DETAILS AND PRECAUTIONS 30' 30' 30• 5/' 7•-B 7'3' -8 5' -8• b. -z• g7• -7'� 4 MI 34• II i3.-e. RECEIVED CITY OF TUKWILA DEC 1 2 1994 PEPMiT CENTER ® ! i /4• TlaberStrand LSL rim board ®Blocking panels at support rail i i/4' T1LLeiStrand LSL via for closure Design assume glued end nailed deck G.S. BUILDERS UPPER FLOOR PLYWOOD SUPPLY, INC, 7036 N.E. 176TH 8OTHELL WA. 98011 L / 480 Mieiaum Joist LL Deflection lc. 1/4' - 1• Symbol .Key TI Sfi -- TJI•�Olet type' A! a.c. spacing f —> 1018!layo Indicates beginning of —•— ut _TE - - -- MICRO =LAM• LVL type' no, ply, or last a.c. spacing 0 Indicates more than 3' beefing tritgdfor MICRO- IAM°LVL or Perallam° P5L Indicates beam /girder wider than bearing wall Materiel cell out label (See correapoMing datalle on backeldep Bearing Well Seam or Girder by others Poet support Hanger lypea Hanger symbol s.•m.anN lm mrl•nton. d•Nn.rN Un••. � Fa«a.l.a. «•IWM On F «.n. aao. g acs Dan,v« «Wrdflet In lR• Zrrn;d LF 4POO 'F2'. DrlNnp noon for •p•Dlllo p•rp•r al«mNlon. F«m• 000. a)0«60a. - Design Loads ,tl$$1�ggpp4gf�LOedlw Non - Standard Load Symbols ie IN 8se�_ taeeretr'wl ne Lo. 52 PB• -Total Leal - Concentrated Load g"'•"g Non•Standard Uniform Load $..c..gn Npl.bpN Or4••Ignnp«Imrm•gncac• Rao !dentin! Floor •m,op•n«l of non- •lana•rd w•wnela.ree. Plywood Supply. Inc. iZ 4R i3 ps TJXpert I,D.: TJXpert filename: 05.1.10 Yereton 4.30 Fr! 3!/!!/94 TJXpert" Warranty lrm Tme Jaat MxMINan pmpucl•DNled wl on brie Imgrlp Pan love peen qiM tar K bed• enp emamd nY pe c«npuaroperebrbb be TJMpnc«nDalar program. TM TJMp•n na•a•erg'w4 ale h«Nrq plan In ••••rs•rra wia TmeJWI MedJUlen m.lan Marts. I urouw ednvxNapae re«pd as naeaenhel Drotlucle sp«gwieaub•ens«puumr. eaM•ero w•nem•met ma Tme JddM Alden py Ne rJMVa�mm h�r'ni n«rnn 'g areu«mnne p bIm,«mrelre o. ,p.acn unmovea r roaro o waen n gmpwe«nrw mrlue wa w nepr p ea D Tprvke ee TJd oea sl DM ber w w+wr e.Mrqa+wwM Trn. r e a loads. Omen ,imesro a Form No. 590 USFR 10/92 "D• Stze PloaerFonn /22'x34" Mil:RUB JOIST MACMILLAN A Linuted Partnaship THINK SAFETY—READ WARNING AND INSTALLATION INSTRUCTIONS 4). REFER TO TJXpert- FLOOR OR ROOF FRAMING INFORMATION FORM FOR TYPICAL FRAMING DETAILS AND PRECAUTIONS 34. 23• 7,8 U•-S• 4' la•-8• ' • 3O 53 7•-8 23' so-- LH 1 - I i PI, 1 1111'1 • II • ---k---,,i. --..,-1--j.,- t--....,--,t- ..--T,' 1.-.,-....-1t -7.-a 34' 4' 13.-8. RECEIVED CITY OF TUKWILA DEC 1 2 1994 PERMIT CENTER • /. ,a) 1 1/4* TimberStrand LSL rim board 0 TJI blocking panels Design emus glued and nailed deck 6 9 BUILDERS 11-8-94 MAIN FLOOR !I PLYWOOD SUPPLY, INC. 7036 N.E. I75TH L.— BOTHELL NA. 98011 L / 480 Maximul Joist LL Deflection Symbol Key I Scale: 1/4 - 1' WM type' Material call oul label - - 0.c. spe.g (:) 1:1:1ronTIETIZI. Indicate. beginning of • • , Inlet layout `418=1:Vr Indicates mom than 3' Hp 08 oa rt in gby7 V-"- Seam or Girder iordparat PS/L d ylXitleten Hang aymbo er l Design Loads Non-Standard Load Symbol. Standard Loading IS Mu KOOS OteeNd ItrInt=dttr.,==.4"--1 Line Load Concentrated Load Non-Standard UNform Loacl .loo' TJXpert ID.: plywood Bupply, Inc. 12 e 23 PR TJXpert filename: Version 490 Fri II/11/84 TJXpert" Warranty b,..computeroPreVIrntlr7117ercomptH7grrorente"70':11::dooprwl InIs Runk,. pUtn In accordance with Tme.l.Med.fillen Caspn Mena. Puctuser mo7.1. 1...1.1141Pszaude Spa.. Ouide mt. W.. aultie and witrranis Mahe Truo indalled emorttsnca vathlte axle., and. Hm.p Part-Alt toads and Oirnenwra T.P.1,11..1“11. plan have been spec. by Ihe vorlbrd by no Krause, ,plif=nd Mel en:qhcada co. mirernenes. dmenslors and _bean chected ernas Joist woman Engineer Sanitation Sec.510. (b) Floors and In Water Closet Compartment and Showers. In odor than dwelling units, toilet room floors shall ham,. smoMb. hard, no...en surfattsuchas poniard cemcnt.tonneuicoremktile orahetapproved material which =tends upward onto the walls u Itast.5 inches. Walla within water closet compartments and waits within 2 feet of the front and sides of urinals shut be similarly finished to a height of 4 fat and except for anumural elm.. the materials used in such walls shall he era type which is not adversely affected by moisture. Sce Section 4712 for other limitations. - 1n all occupancies. accessories sr. as grab ban, towel ban, paper dispensers and soap dishes, re., provided °a.or within walls, shall be installed and sWed to protect structural elements from moisture. Showers in alI occupancies shall be finished as specified ,hove to a height of not Ira than 70 inches above the drain inlet. Materials other than structural elements us. in such walls shall be of a type which is not adversely affected by moisture. See Scrim 4712 for otter limitations. General Constuctiof Rio. Sc. 2516 " (0FIresleeks and Dan Stop.. I. General's ocelbsuibie conuncdort, firc- Niering a rddnnmPPhnSdaBbinstdkd e3c.,fls0ewrakddrah. rungs (both venial and Ii) and s6a11 form an eHaetwe hens brwxs floor'. bens. amp wary and ...e demic,anddllsubdividewokpaa7.eon- ceakd.fspaces and floor eeflinganeu WleaThe lasepitydall Bre blocks ad. draft won shall be coaimen.. - • 2 Fin block., where raga fired. Ftnbloeking she W be povie eel in. foils., • Ain concealed space. plod wan sad prdripr. ...shored spoon • thaillnt tad floor levels =du IOfoor dmv W hertverdedydhanmaal.5. Ala Salim 4203. Item 1. P1G4PrION :F OM. sayr .rte do floor'.cehke Web whoa y yaovd smokea[awd fire thanes w ira0ad r wens kvrt _ 8. M all Gi<rsono cheat bent,. =seeded vertical sod hodr°°n& specs weds as occur at soft,. drop eresTdhg and me ceilings C U concealed spaces between sale w7n4en at the aoP ad h a m m e r run . a d...studsalong sod thine withtteraadwdn if.walb ender the stain we =finished . D. M opervng arnwd veto,. Fpe2 dins. ch'mme7s• Replaces >rd timila openingsv.11 afford a pasage for (ire at ailing and floor... with moncan- botribk murer(alL . l M opsaines between rude Maces and china. claw for ranaybuilt chin- (m) Peat -beam Connections. Where post eel beam or girder coswction it wed, to design shall be in accordance with the providms d. code. Positive connatian shall be provided to enure against uplift and lateral displacement. Door Sec. 3304 (ci •I''pr of Lock or Latch. Exit doors shall be operable from the inside willow the use of kry or any spatial knowledge a effort. EXCEPTIONS: I. Group R. Division] Ocenpnchs• 2. When, pirof doors aaing, oxen. twmdlytempld we weeded for the movers. ot'amipan. mamWyoperued dte omit. both nay be used and doer doss reed nor be provided m ds inantve lea/. Use of Gypsum In Showers and Water Closets Sm. 4712. When gypsum is used as a base for or wall panels for rob oe shower enclosures or water closet compartnent walls. waer•redstant gypsum . backing board complying with U.B.C. Standard N,. 47 -14 shall be used, euepi drat water-resistant gypsum board shill not be used "I Olt (ulluwen(iocarims: • I. Over a vapor retarder 2. In seas subject to continuous high humidity, such as saunas, steam roomier • ping shower:wa s. • ). On ailing. SnO P.c.) c...aLGUdy -,-. rakap.rd►Oe2aph sY3adda mention r. tdlahaedem lAmlledY Tht,,,... sYYlm mdd.red yaelh:baoaL •:wrlo=ekr too thi prapaead /7aa+Ya •.... L co. Mk hp ag gal egssr dorm mem,rlasaa tGw ingb7 na4.RdrOdhiepoordaldgdtto[rw.. madp. i • , :'.t 2Glairohl erpr7.rlknasde ra s 4:: Claim aatl atraaNSakepdera. L Glukg M sera rd wetera iw hor our wkhmMY, arrYSse.. .aamluuk7a,,,tho n.Gtuh�ixwYrn"..,..,m t,k,....,-, .eaep..mpanaw.aa r.lsanaboa =sipaadaas d14 tf+dnt h kaCv�s. fmlisahene isg n.h...adtarh}a 6:Gremgkad p.weidepeak-wasrtgadlor to er ntriY.. • yorhadtedakeg,iry k+wein47MruRdyNV,,..twrie h ki6 „ .cold -4 d.Mwthe gae.."7"' t'' Grua glrby b V e. • Y,YOlsdalj M M •dw'.W And r -.--- ale ganrl,elMllra Ore Maoris. dexeeged - 5dAdorn. Ammo an Mbwhngcudiaie.c AXEapmed rat" Mdivd0al•be¢ asaw.w f egara fns• • a. Faporl bptmm.d(.lsa11r 11daiealwm dalMa., .0. .mood upe+aesaa,Maua %ie n omth.b. Move. a.oaamor7.aWyrdaca d.k3dinclaalkxiutwuydtr pkord LGhdngk eirtingsnsim."o ---= h llimedkigrhaa..w e. wvtoad iaimssrpaadsadwmmtnrai ioOq pa,mi.: • ". ' fl TIa:a Tleraew.epduwra/,fpaseaiwnmpl ...woe. 1 , sataR.Imardanke.iom road r Ire to... - A-.'""'"""°"".. las r r Yrrra, y wtamgwaaabaYn liienai .6... 'launL - , • ....6......i.-7;-.,, '''' .te lamrdtlahllwmdd Yarailanrld.Kluly' - X isea7/aha atT4.....4aiprkdkhYaiy bmaa'1 R YaMtmp= dap ",lieiYreewuaimphaelaYaaYa,a - ,:,,+!r ' j,Qa.MyaeY gee aa' ..4 hrrdpkjselfmaYYha7 waaamarwaaspaedadp .....sysw alaassrgnaeaf. n.m! norn.. Yates • dome tw+YGd w+dlaq^r)ar aYnama '1174.2"'''..., . (6) on ad Covert[o• PIP* eel7khtt.1.1"!mad'no smoke pip..., ulwoo mad have ■ f We,-osi ruin` Sotto <xaed 25:and a smoke • demiry era to egad 450 wheo:tnied in acardance wdh U.H.C. Stadard No: 4T•li EXCEPTION: Foam Oluliekwy .... aMa eoirply with Secdsa 171I. Protection of Structural Members Sac 4303 (b) 5. Cab.. jacketing. Where to frpe•minive cocaine ail *Annum is ea. • • -peei . a W./ from mowing vehicle,. 217 handing of merchandise ee Miter means. k shall be protected )m an appovdounnea . . Light. Ventilation and Sanitation Sec. 1205. (a) General. For the purpose of determining the lighter ventilation requited by thitsmion, a n y maybe considered as a pordonofan adjoining room whence. half of the area of the common wall is open aedembus..d 2.14 provides an opening of not Ins than one tenth of the floor area of the laterite room oe 25 muse feet, whichever is greater. Exterior openings for =rural light or ventilation required by this section shall open d'uecdy onto a street or public alley era yard ore.n local.on the same lot as de building, EXCEPTIONS: I, Srgwitdwindws may. pee ire a rte. pach where de puedc AAYr a pie. wehthd m em. red B. Has a main, height oleo test own 7 face and CH. a Imes aide at due 65 promo opus M =obsessed. 2Say2ghta - ' (b) LIgbL Guest rooms and habits, rooms within a dwelling unit rcougre•• gas residence shop be provided with natural light by mew of candor glared opening with an area not teas than one tenth of the Doors.= of suchroonn with a minimum pf lO pu=re fee4 - . i (e) Ventittkn.Gueu m moms morns and habitable ms within [dwelling lling unit or residltreshailbc provided with natural validation by means of =enable merits =cola= with an area of out less than one r0endeth of the floor area of Vth f m nemum of $ are faL des �ofiigwred exrenor ope� gs for namrai ventilation, g mechanical ventilating system may he provided. Such system shall he capable of providing Iwo air changes per hour in all guest rooms, dormitories, habitable rooms ad in public corridors. One fifth of the air supply shall be taken from the outside. All bathrooms, water closet compartments. laundry rooms and similar rooms shall be provided with natural ventilation by means of operable exterior openings with au area not less than one twentieth of the floor arca of such rooms with a minimum of 1 ,la spare feet, la lieu of required exterior openings for natural ventilation in bathrooms emlainina a bathtub or shower or combination the:er Imnory rooms, ad mils r oams,a mechanical ventilation system conna.ud a decay to the outside capable of providing five air changes per hour shall be provided. The point of disehuge of exhaust air shall be at least 5 feet from any mechanical ventilating intake. Bathrooms which contain only a water closet or lavatory or combination thereof. and similar rooms may be ventiiared with an approved mechanical recirculating fan or similar device designed to remove odors from the au. (h) Coner..Protedlon for Reinforcement. (7.7) I. Casl•In•place concrete (nonpresteessed) -The following minimum concrete covet shall be provided for minfweemene ennui cmrR,wwes A. Concrete cast against and permanently rpus.lo nth B. Concrete exposed to earth 0303.103 No. 6 through No. I tl bar No. 3 bar;: W31 or D31 wire, and smalls C. Concrete not expose) to weaker or In contact with ground: Slabs walls, joists: No. 14 and No. l 8 btu No. I (bar and smatter Beams, columns: Primary reinforcement, ties, stirrup:, spirals Shells. folded plate members: No. 6 bar and larger No. S bat, Wv31 or Dl l wire, and smaller TABLE NO. 25.0-NAILING SCHEDULE 7 conwxreu rrtae. 1. bin to On girder, toenail 3 -6d 1, Bridging Iojois, toenail each end 1.141 3, 1.4 6 -wb0 ==less to each jolt, fee nail 1•md 4. Wider than I. • 6• tob0= to each joist, lace nail 3•84 S. Y su6now repot or glider, blind and rase nail 1.16d 6, Sole pine tojoI, Of blocking. face sad 161 at 16.Oe. 7: Top plate to nod, ad nail 2161 L Stud to sok plan • 4J.Ianailor 2. 166.ed nil 9. Double sad face nail 16d a 74•o.e. 10. Doubled lop plates, face nail 16.1 at 16-o.c. 11. Top pines, hips and intenectima lace nail 1•164 11. Cm,. header, no pens 16.1 at !Coe. 'long each edge 13. Ceiling joists Io plate, Ionia)! 1.14.1 N. Catinaos herder load, toenail 4 -tld LI. Ceiling)... lap over partitions. face nail 3.16d 16: Ceiling joins to parallel alien, face nail 3•I6d. 17. Rafherarlue,.mil 3•11.1 16. I. bon to each stud and plate, face nail 2 -eel 19. rarsheathing leas au each haring. fse nail 2.th lo. Wider!. I. a I.-sheathing to each Mating. (ace nail 3.6d 21, B.ih-upea.f node td a 24 -o e. 11. Bwlnupgeds and beano 1th at 32' o.e. a lop and bol:om and 'opened 2.20d s ends and al each spin 23.Tplata 2.16d a each Malin, 14. 11)wod and panlcleboard:1 Swink, rod and wall sheathing (lo framing): VT and lest . 6d7 • 1411' -kr• gal ea . ' 7, 1. gal) itar ihh' 10.11. Gds CombMwtlonSubyloorenderhomenl Do framing): 'C and ksi : ed. t4,1 -. gala ths,in 1pdt or ad. Is rmelSNO Iafnmtngl: wfrl eels tn. . 26. Fiberboard Sheathing:1 in' - No. 11 gaJ d, No. 16 fees u•- No. 11 via No.16 tat ICamntoa abort mib may h tired Merl there mho, ise stated. 2Ca,n.mwdefurmed shank. sOCfmmdamnk, ;Mrs spsdat6 inches one'eater tedc a 12 inches at inlet and arewppat'lloincbesn aueq,N,a suppns(p(I7oei), anp6haMSa an pgivou ereapuurealli.hn Sniae2,114) NA: pvtukkpWdaphragms and she Wt. refs to aoepril7(antsids awal,IShr thing ma)'bewmnw.lox ore tag. 7CwmsMatedpur nkingp taunt hails conform, to the nquiremewaof Sox, 2516 rF,waa'spaced 3 lodes Mpo0irat exenwedges and inchesanceesa intendtsle 7tprosia-Frnmi mar jails with /n.•I Ch....or bead and M•isch length In PI. Inch shaYnb and Iv arh tenth for 1/27•treh sheathing cafamdag to the mrrn- ' mesa dSretima,7,1t60)1:.. • +Crm7ia•msnknt staples with within. Mthach nown and lln•ia73 k0bth fa s7.lrh aheat70ni/00d Monhleatth f7W»4trh'beathe geoofnmine toll. sq iere711 of Salio6731btis l; General Construction Requirement Sec_ 2516. (a) General. The requher00777 in thn amtien apply is all we. frame cxwuSion, (k) Preparation of II uitdlog SRO All .mps d rams shalt be moored from the toil tuedephotat kart 12 inches below' Acosta= of the ground intake ream be occupied by the building. • All wood forma which have bemused in pining eons.. if within the ground or between foundation 'inland the `rowel, shall be removed before a building is occupied or used for any purpose. Before completion, tom casual weed shall be renewed from din= contact with the ground under the building. (c) rrolection Against Decay and Termites. 1. Wood support embedded In ground. Weed embedded in to ground. in direct comet wimNeearthandused for the support of permanent tuoctuues dull be neared wood Wmcontinuoaly below the groundwater line or continuously submerged M fresh wife. Round or rectangular posts, poles and sawn timber Columns supporting permanent struc- tures which am embedded in eonaele or nano, in diem cootad with earth or embedded lo concrete or masonry exposed to the weather shall be treated wood, Treatment shall conform to U.B.C. Standard No. 25.12. Tables Nos. 23.12.8 through 25 -12•E for pound contact. 2. Under -floor clearance. When wood joists pthe bottom of wood strum. floors without joists are located closer than IS inches or wood girders are located corer than 12 inches to exposed ground in caws spurs or unmant..amr 3aared within the periphery of the building foundation, the floor assembly including pmts, girders• joists and subflmr, shall be approved wood of natural resistance to d=ay as listed in Section 2516 (c) 3 or treated wood. 27337 0ible under- floor areas shall he provided with minimum )l4iocAby24- inch acct :. opening unobstructed by pipes. dues and simile construction. All under -floor access openings shall be dfeetively soothed or covred. Pipea,dueu and Other consuuction shall not interfere with rte uceuebility nor within under- floor rev. . 7. ''latest sills and deepen. All foundadou plates of sills and sleepers on • cone.. or masonry slab, which is in direct contact with earth. and sills whichmf on concrete or masonry foundation., MAU be mated wood Of Pwindaum red- wood, all marked or branded by an approved agtaey Foundation cedar or No. 2 Foundation redwood meted or banded by an approved agency maybe used for sills in territories subject to modem heard, when term. damage is not frequent and when specifically approved by to building official:: In territories wire hazard of termite damage is slight. any species of wood =seined by this code may be end for sills when specifically approved by the building official. 4. Columns and posts. Columns and pats locoed on comae or masonry floors or decks exposed to the weather or ie water splash or in basements and h027 support permanent structures shall be suppated by concrete pi:rammetal pedestals projecting above floors mists approved wood of natural resistance to decay or treated wood is used. The pedestals shalt project at lead 61chesahen exposed earth and at least I inch above such floors. Individual concrete or masonry piers shall peajed at least / inches above . exposed ground unless the columns or posts which they support are of approved. wood of moral resistance to decay or treated wood it used. • 3. Girders entering rnamnr7 or comelt. walk. Ends of wood girders enuring mroury or concrete walls dull be provided with a rh -inch air space co top, sides.. ends unless approved woad of natural resistanCet0 decay err.. wood is used. 6. round.11on ventilation. Under -floor wen thall be ventilated by an ap- proved mechanical means or by openings in exterior foundation walls. Such openings shall have a net areaof not lest than b. square foot foreac27 130 square feet aunder•floor area'Openmgs shell be located as dose to corners =practical and shall provide cross ventilation. The 7_•x area o each opening! shall be 777003mately aldestribured dangle length of at least two opposite sides. They shall be covered with corrosion•r1sln7rn win 113e711 with mesh openings of 4, inch to dimension. Where moisture doe to climate and groundwaercotdkios is not cosidemd excessive, the building official may allow operable hover grad may allow the required net area of vent opening to be reduced to l0 pr7amof the above, provided Ne under -floor ground surface area is covered with an approved vapor bars 7. Wood and earth separation. Protection of wood against deterioration as see fo0h in the previous paragraphs for specified appliances a required. In addition. wood u007370071371773301077770707172707737717071772107772070 than 6 inches to earth shall be lased wood or wood dnatural resistance to decay, as defend in Salion2502133 Where located on concrete slabs placed on earth, wood shall be treated wood or wood of mural resistance to decay. Where' not subject to water talah or exterior moisture and located on concrete having a nonunion Inkiness of 3 imhes'with an impervious membrane installed between concrete and earth• the wood may be=weed and of any species. Attics: Access, Draft Stops and 077701a0on Sa, SAL (y. AecaO Aa .631 acct Open. . be provided to tad. Of buildings with combinable ailing or rod orMnmt)m.714 opening dab bi 1. eakdn aconidr. hallooayor other ruddy arsadble(onike.MYa with soar mum renkd bight d kw thaw 30 inches aced let he provided Meti mono oprningA .' . - . TM Opining ihall ea be lea den= nacho by 30 inches. '• Th'ury:ksd minimum dm Weimar in the sole space then be petridedate ' 76007dabataaoprn0& - ' (b) Draft Slops Aldo . wwrhfit aa►r7p and other sedated redspm lnrnedofoom1owb7mnuwrim 7nU be draft mopped r smiled in Section :2516(0.: • ( 7) Veatastlen ,V/heseMeraunedst2issary by the building d81W dam es at• . chromic mospherk or chromic wndiltq 3 aimed Mtn rd , oust 02 pats fanned where ailing* mm applied &727 a the a denhk of roof rdlerl sail nave ram ve tllatim for each .g007a mere by reniluin7 opainli P.n." • against the c. f. Main and drw .7na ern fewveaileringm/hl07Mhe1W than V. dee area of de roam v7mBned, • EXcErn0NS0 1.117aaryIs 'Oughts mu of ryasvrmOrtro• vidrdSemeun dM mood wtlissle soak pleddhe vmeiaask=M6Y , Mepper mire den yea ubero dindrIwtuwafatahemeewdaneis tam rade bal mderrq:dwella:w Wended Mom wear. vats' 1111t era sag. %wade era erthe joss walled pwvidel arperms6 weaving a omei rse raw Somme iar l pro Y Mailed oedema alit de role aWeuo►.. - , - . The awnings shall be covered veldt egroronwridanae,d man with mesh openings of 33. 4 eth ldooaseora ... Smoke Dele7lora 2774 07r alder Sy0letml . Sec. 101t (a) Smoke DlWas. I.GNaaL Dwelling mi4tangregue rod- deem. gdhead or lodging house guest men the women foralaM ag papaws dull be po7W1d will smakede1WaL Detectors shall be installed in srourdence with the approved menu/meet •/ amnesia. 2. Addl.., dreamier or repaln M Grasp R Oaa pa ecka. When de mho- Won of .n addition, dteadrtanpakto a Group R Oecupmcy exceeds 61.0130 tad • posh is required.. what one Meese tamping tome we add:darniWed M mining Ocoup R Oc a upncf u, mole de ee0mn snail be huddled n mordents with Subsections 3.4 rd &clime semis • 3. Plower source. In new cooasc710. aqukd male de7meaes droll in.,. their primary power from the building wiring ay. sseb ruin[ is 07712 demo a commercial WNW and dull neegllpptd Melia banrybacton•T edetumnhaO emir • algid when to bamwice are low .W Waring shag be consent ad without d dlsconnectOg switch when. tearomi dfor .7o777 napr teniam.Smote dereton maybe solely Murry operated wnalMmdkdin Miami buildings; date building without tem7r70727 power, ogle useid'sp which Yskgn duraikma: repan or addition. regulated by Subsea. 2 Mills section 4. Locales vdthla dw7We7 re177. U dtse0)n{ wise, a dames shall be m stalled Meech sleeping rmaenders point 7sakally Mould 70 des eon W o7'or sea giving sews to each =pros sterol. area W hen 11r 4wcBk41,ok hr rant them pop hog sad in dwelBap will 77.77 1.. draw dwn,ba Milled OP wide • kory rd in dm barnep. Indwelling ads wine a wary Of Meneta k VW. twoorwme 10ele.7na make de1Mamild1W installed adr7wpakwlsu1p 1108 when tar lower Indamainaa *Ming era. aMetter dill he Metalled en each level. When *aping masa nem ry(aakld.tlyddematalul( besieged at the miles ddump: level n dose peositd77to d etuway. i bedeviling units when die telling height eta rooms. rode hallway lemma the bedrooms ea- aedslhrglthNullwayby24 incheaor7Maisalmadaeuen shall belosaikd in' the hallway and in th atMcase room. Delmore sbu round. auma0ildatha11 steeping area of 317201ungeei n which tley an hared..., • 3.I.aa07nlmel1klistydwa�0r tael7Ma71rabdeKaa0OhKek.)n effeiencydvelitngooin, keel Niles mulish. and casiegitt micro. defy • • ragman ,OeseconMaOneMmdwdealigrwdddtna maneroamK7acn •• Bleeping mom. When gimping rotor 03`772 elfe(rey dwelling tit or I1 M1 • witeare mwaper trod. d deneeesMObe pl eedr the triune d1Mtsppmr kvd inclose proatmhytoth fairway Wbeawooed. the *Amor sbalspteds* • alum Mink wiNmde elate/ ans. M aedweihn6twL Mid mite arming' roan in which' it located. AOwn Soo. DAY <(0 UL:1g Height-Bankable spree slap have a roiling height of oat Ito fora 7 fe t 6 inches gape sr otherwise permitted lo this section. i Kitc6etl.baB4 bathrooms rind uikrcomperuonOsiayharem ceiing Wight of mM Its. A. 7 feet Mama 07th lowest 0710Uo* from the ceiling_ Where eaposedbrampeilingsrrcmbenaic spaced at less than 48 inches eacente7.. ceiling • Wight WIT1 be am oted es de latent othem members. Where espooJ beam atieesembers M mated at 46 inches or more on centre ceiling Wight shall be meuuad7Ihetwoonsofthedcck summed by these membcn,pmviJed that de MimsKtise Mennen is not le=a than 7 fat above the flout if soy 077701 mark abuildieg has Wpingmiliag,N7 macron. ceiling 7height f. de room•taaemir d in only one -half to area thereof. Ne portion d the room measuring less Au 5 feet from the finished flop Io the finished ceiling shall be Included 7 70711mputtion of the minimum area thereof. Ifanymonr.bul..deviling.the prescribed ceiling height Is equimd in two , thirds dream thereof. but 7 no ease shall the height oldie furred ceiling be less Mora 7 fen.' • lb) new Ares. Every duelling unit shall hue al ken one mom which shall have nor lea then 120 square feet of floor rem. Oilier habitable rooms except kuchene shall have: as area of not Ina than 70 moue feet. Effkkncy dwelling rake snap timely with the requiremenu of Section 12011 sayfed d,NWIb. Hahiuble over ether than a kitchen shall be nor less than 7 (cc! in aenaMe, m &shiny, See. .3306..(a) Gemmel. Every stairway having two or more risen serving any trilling or portion demote/all conform to the 703037emrms of this senior. ZOCErRIONs main or le ns mil only a mend equlpmenr se terms horn hwq.YreamdsMa aenfow. (b) Width. SWwaysserving an ottupant load of 30 or more shall he m le ss der K inches In r4Jlh• Stairways serving an occupant load of 49 or less shall be as Ire dun 36 inches is width. • handrails nay project into the required width • Jounce of Stn incise, from each aide of a sunny.' Suingen end =her projections such as trim and similar deprive Worm fray project into 2771 required width 1 tin Inches on cuh side. . (t)Rla red Rua. The rise dewy step is aaui7nydoll be not lea than 'WMM nor gnaw than 7 melds. Except at permitted in Subacans (d) and (0, the nor MO be :n7sksa. than l l -(n3M as measured horizontally betwccn the 1703771$7111117777070h1700217173137307321 djacent treads. Emep as permit- ted k Sob l7I7o 7d), (e) aad(D.the largest tread ma within any flight of rain ' shwa eor ere7d0Ee fiodkwty phone due Ae Inch. The greatest riser height within my flight d=rain dull 0111 ue=d.Ne smallest by mare than she inch. E4C19i7ON53 1. PM= stag wvy7 smog an occupant led of let t7m 10 wed 10kwyaoaomlpiedmofsio.y ba meow. with le Limb maximum sin .0.i 130131 11707102 _ • 2.Wauodu 6aamp upriser Rejoins it sipping public way. wall or d,.337 !wagon alsblithed grade misgiving as a landing dH273 or riser may be rd sea none none to. tan+iocher inbeigm with die venation kbeso of ms booms or aoriae.. a wed] ouches orrery 3 fen of nainsay width. (d) Windbag Stkways In Group R. Div)slon 3 Occupancies and in private lnkways n Group ;R. Divitbn I Oca puneks. winders may be used if the requked wi2Ndnn is provided sea poise not more than 12 inches from the side dthe stairway where the seeds sethe wrrowet boo in no case shall any width of not be lea dun 6 inches a1 any point. le) arm,. Sukwsye. Chculai stairways may be used as an exit. provided 'the mightiest width of run is arks* than 10 inches and the smaller radius it not len than twice the width of the Stairway. Tree lrgesl tread width or riser 1l7ht *Mkt any fljin of train shell ootsueed then Smal14n by more than sn inch. (7) Spiral Stakweya. In Group R. Divider* 3 Ompsmksind in. paves sukwrys widda individual we of Group R. Diana= 1 GccopancSa, spiral nanny' may be 7007104. Such.tiimyt may be used for required exits when th0le":"d t baited to 400.quan (eel., 71st 7112 eMW prorid1 s 70102 71(7177 7072 measuring 1Hca7 26 inches Imo Ikatdr dg7of the -'woofing ohimn to drinneredg1 of the Al n of 7110 0 vin loam is be povided ar 1 point 12 inches from where the ucad is the msnowem. '(he0ise mos suffklenl to provide 6•foor 6•inch headroom. The Me shall not mimed pun India. (t) LandIngs.Every isnAias dull have adlmenlion 7YUUnd in the direrhon 71 7.o.(of Imo tad the width of the suin•ay. Such dimension need nut exceed 44 inches when deatairhr. slntgM ion. Tim -Winn. m,nc than 12leet .sm. tally between lading.. Fa undrnes with adjokeng doors, see Seddon 3703 BI Sthri" OON: Smin serving. mitempied toot we eat., from these prowl. (h) Basement SWrwryO Vacs abaa(menl Stairway ado stairway In an upper .nary urmi7ak In the lime gilt enelosute. an approved tuner shot( be provided •te proem panons'bon COnsinutng m tom the. basement:' Dirccldonrl exit signs shs he provided r.pedfrd i01 5ertbn 7714: (BD477. B Its22m LRodIng.Them shall bas;, mom iha712 feel vertically Ql Hmn2r ldwStakvnys shall Wm handrails on each ikk, and every suinusy ieg0Yrd to be mom dm SS Inches la width shall be provided with red less than 7w inteiedtte hatdrmil for each 11 Inches of required Width. intermediate hadn't' ME Maimed eppushnikly Melly across with Ne entire width of die ERCEPT1014111 1 "SYinala ins tro ll helm l wrath Of staiwga teeing as idf.i/alds.Bln /iulhLGewplt, dvkk. 1 or 3 Demaocen may hoes,. 1. Mv10 winv1317o kicks es lag an heel /k may have hadrdha on< aide 3. Seiwy,Wahl kw than farther. and serving ono Ind.34 07ldwellin, unit y10 0awp'R'.' Divkk, t a 3. a mine Group M Occupancies need rot hie • - 7heapanolrrnhrdWidfall Mensksdull be placed not less than 71In. i 1humoue dws361aho. 7b107 .the noting erase41 and loadings. 77ndraels i shall be`eoainuosthe furl length of the suit rod, except (or private stairways, 13 'kataebaseball shall emend iattedur+ion of the suit nut nukes dun 12 inches a i beyond the12777$ro< loo Nut 12 Menaibcy7d the broom riser. Ends shall lc :tenoned or 2117 707330ale ha newe77010 or safely terminals .: 7b1 nandgop portioned hendrells shall be mitts than I Oh inches nor more' than 2 inches Y cosi- rmfo.al dimension orthe shape shall provide an equevmlent gripping neap. The hare/sip pones of hawked' shall have a smooth surface v with ro tap o.o o.s. ' 3, f -(77 lledmom::6v113 nakwwy shall naves headroom ekaxnee of not less tae 6 fag 6 koJe., Such 110.001on shell be aneuured vertically from a plane e'pdlel.d urger b ILa Nsw1yu712 sang to tie soffit above at all points. • MTh. Lad at Doan Beguiling of ocsopanl toad, there shallbc a flour or laedngos ach aisle K a door. When wens for the physically haoJicipped is rmquked 1S' Sates 3701_(77, 0101(loan landing shall be no more than In inch ,: bavNadu sueghbid of the doorway When such amen is not required, such . dneeM* gna0 dal timed I ken, findings shell be level except for e7keiur .•lydi7g, which wyImes dope as u placed lla inch per fool. exccr 103St 1.4'4cep R,, Wvisiw 3. ad M Onipamiw and within udivfiyakl7(Glei 11,131rWmlOce.packu A`A doallgaphi r the op no d a Yldor night of stain. rankled the '. dasdWSaa lrfagovartlr tp ekp. 6. Aek7eoeyop. • a 1701.2 that k not moon than .nn lades lower than the flakvcl.poskd fled= does . wig ws3 7 tending C. Swig dons a12 nom donsauy swing mut main. sups or landing.: 1. Oosdi.av1d WUN.p.qulperem.00nhvhkh 147 1010471(17 meupid N Laadlatg M Dnora. l.and7ngssha0 navc '. width not lets than the w3Jlh of yM mime as the _* inordaedoor, whichever Is the smoke Doors in the fully open parolee 27.1(1 t redone Smoked dimension by more than 7 inches, When a goading save se oamplm load uf30a more, doors to any maroon shall nut nth.. WI boding dromthion 7 ksa Nan rat MI( as required tvWih. Landings 'rhsl hen a kag140neawmd n 7he:dksmio7 o(inrel of ram lets than 44 Ind.. 4CPll1Orc Io0ywpsl Ohio cc3.saIMGnupncinad w Nan 4We3'd• . Mite of Gimp IL Diable 1 Car6pauW;.luh kap/ ad :or execed )h Mew.. A dandies which hat 7D djoinin1 tae shall comply 76(12773603377127(73 .' Guardr202 and Vehicle Barriers See - 1112. (a) Guardrails Unenekscd floor and roof opening, open and glazed Wes of stairways, hidings and ramp, balconies or porches. which are mane than)0inch= above grade or floor below,androofs wed for other than see• vice of doe building shall be prosted by a guardrail. LXCEPTION: Gmidrrls need ant be ptovWd r Ia fdkwing ocrisu: A. a.e 7neaMg. of lading dodo. S. a tle audited. tide ale rage co etc nod platform C Along w1Jek service pin on acma714 a the public idle top of guardrails shall not be Ica than 42 inches In height EXCEPTIONS: 1. The.ergwdrrla for.. R,.iske 3.Gnwpsat. Dovu'm 1 Orcupu,cks and irrrw gam.ls withal i tivIdW dwelling oohs. Group R. Division 3 emgrtpe mWmceaW gnus mns ol Group 0. Gda,1 Orcupere ybe X het in height. 2. sop of guudoits oneMkmy hem thoett in hereof Ms (taw rw &Decd ads and which u revs the nut d an auk they be 26 inch. n krgle. raw 1. TM asp of gm/ands hr ua,rwaya, escluuw d Neu iankngt may love • height 311,111. in Swan 116 to fa tonndx Open guandradr dull have intermediate roils a our °mammal patient sock the a sphere 1 inches in diameter cams pass through. EXCEPTIONS: I. The oleo speetnweens. ins. mkase rails wsnmswat pastern of guardrails in sou of comment ul and utivnnal -type ampule.. .Inch neihle ache pills may M su:hNS. sp.ie 12 inches Indiana.. camel puttuagh 2 TM,nangul0 openings farmed 6y de nor. tied and bwton, derntm at a au.. dn,lseopenswkme a tar naymaybolwchsi¢N0a phemlin.in3amn tar tau. pus dunh. RECEIVED CITY OF TUKWILA DEC 1 2'4994 PERMIT CENTER REVISIONS BY 30 YEARS OF EXCELLENCE cn cc 5 m 0 244 -9822 Dale Stale Drawn Job GN1 S"t! etwNId .. WASHINGTON STATE ENERGY CODE Chapter 51 -11 WAC (replacing chapter 51 -12 WAC) Effective July 1,1991 • 302.3 Climate Zones. All bu11dtngs.ahall Comply with the requirements of the appropriate climate zone as defined herein. SOLAR It' Climate Zone'1 shall include all counties not included in Climate Zone 2. IoNE is Climate Zone 2 shall include: Adams, Chelan, Douglas, Ferry, Grant, Kittltes, Lincoln, Okanogan, Pend Oreille, Spokane, Stevens, and Whitman counties. 502.1.4.2 Insulation Materials" All insulation materials including facings such ee vapor barriers or breather papers installed within floor /telling assemblies, roof /telling assemblies, walls crawl spaces, or attics shall have a flame spread rating of less than twenty -five and a smoke density not to ekceed four hundred fifty when tossed in accordance with uEC Standard 42 -1. Erceptienst 1. Foam plastic insulation shall comply with section 1712 of the Uniform Building Coda. 2, When such materials are installed in concealed spaces of Types III, IV, and V construction, the flame spread and mote developd ilmltatlons do hat apply co facing, contact that the faxing is surface Sn ceilig, floor, ceiling, or wall finish. 3. Cellulose insulation shall comply with section 1711 of the Uniton,BUllding Code, 101.l.i,I C1•aianceal Whe ra required, lnsulatlon shall b lnatellad !th Clearances a artlnq to manu[aeturera apecillcations. Insulationcshall ba installed so that required eeullatfan la unobstructed. Fina blown or poured loose [111 lnsulatlon clearances shall be maintained through Installation of • permanent retainer. 501,1.4.4 Aeons notches and Dearer Access door. from condltio. -- cpacea eo uneondl tlona0 apa<e. (eq. •ttlea end a •v1 apace,) •hall b• vesth.raCrl ppOd end lnaulated to a level •qulvelent to the insulation on the surrounding pinros vildnesd u ltao t laonll . sus r und i ng surfac es, msAtte st r sh m rbe snq quwo. rvhd h opreveldat De ng lo or rptasner vt be proved ed when loos• [!11 Sn.0 laClon 1. Sna[ell•e, the 41111nq o[ th ith 1. to prevent tha loos• fill lnsulatlon trot api111 into the living apace when the attic access • mes a lnlm z foeplinled e d, vu o vd• oosp man nmeans oo! maintalningch• 304. 1.6 Noinure Control 502,1.5.1" Vapor retarders shall be installed on the warm aide (in winter) of insulation as specified In the following Cases. Wte:sptlo:t t'apor retarder Snstallad With not more than 3/] o[ the nominal R-value between it and she Condit coned apses, 502.1.4.2 Floors/ Floors separating conditioned space from unconditioned space shall have a vapor retarder installed. The v per retard1r shall hay a one pen dry cup rating r leas C eur all, polyethylene or kza [C faced matarlel). 501.1.1.11 Roof/Colling assemblies where the ventilation apse Chow• tM 1neslation la lees then. an avreq• of tviv inehea shall b• provld:7 with s vapor rata rd •r. Paced lie tt'lnaulatlon When u •d as • vapor retarder ,hall ll face :["pled, s1ng1. depter 101st vaulted celllnq inch vented be of aabove •he depth to allow • eln3nun one loch vented air space above the insulation. sof.1.6.4, Vapor rate Caere .hall not ha required Sn roof /mail ins aesaagest Where inches spec. above tn• lnsulatlon average, twelve Inches or greater. 501.1.4.52 Vapor retarders shall not be required where all of the 1nsuletion le installed between the roof membrane end the structural root deck - 502.1.[.6 Wail Insulation! Walls separating conditioned space from unconditioned apace shall have a vapor retarder installed. Faced hart insulation shall be face stapled. 502.1.6.7 Orouad Cpvers A ground cover of sex mil (0.006 Inch thick) b1ack polyethylene or approved equal shall be laid over the ground within 'crawl spaces. The ground cover shall be overlapped twelve Inches - minimum at the,joints and mall extend to the foundation ,wall. reception,. The ground cover may be omitted In crawl apace• if•the crawl, space has • concrete slab floor with a minimum thickness of three and one -half Lnehee. • • 502.4.r/ Exterior doors and windows ,hall be designed to linit air leakage into or from rho building envelope. Sere- constructed doors and windows shall be ea.. In accordance with section •502.4:). 502.4.3. a. ,Exterior joints around windows end door free.., openings between -walls and [oundetloni .even walls and root and wall panels/ openings at:penetrat eon. of utility srvice. through walls, floor, and roofs/ and ell other openings In the building e nvelop, for 411. occupancl1s: and ell other openings Sn between unitsin A -1 occupancy .hall be tooled, daulkad, WO ... or veathantrippedto 11M1t sir leakage. b. All exterior door er dpore 4ervinq, ae ecuee to an ▪ ncleeed' unheated arse aM 11 be waatllerO,OPpad to limit leakage around thelr'perlmater vhen,lm a ol000d position. e. Sets Du11t vfieed' igh e-shol thav Uatln9 but shall be made With fltting. Tixrd lights r.y*y.d. glass ng saehd by have • welch seslant ng caulking all sraund. overlapping scan snail haveeweaeheretrichwi working he,saet: closed. The twin, and to frt/lateh acks will hold s t tight with tau The vindow trees me brane. r otharepp owed leads tlyyht uleD caulking, over!appinq wmarane, or othar��approvad technique,, . d, Opeeinge that are required to be fire resistive are enespt fro. tbiO Section. $01.4.4 A alt sedgy Lightlog Fixtures/ When installed in the building envelope, recessed lighting fixtures shall meet one of the following requlreeentat 1. Type ICrat•d, manufactured with no penetrations between • the lneide of the recsesd fixture. and telling cavity and sealed Or..9asksNd to prevent•alr leakage into the . unconditioned space.'. 2. ;Type 1t: canon -IC rated, lnstalled:inc Sde a sealed , box canstrunked 'Iron a minimum one -half inch thick gypsum wall' bond or .constructed' from 11 preformed polymeric • vapor barrier. or.other air tight assembly manufactured for this'purposei while maintaining required clearances of not leas than one half inch from combustible material and net less than three inches from insulation malarial. 1. 'type Ic raid, dertified •under ASTM E3e1 to have no more than 7,0.cfm air movement from the conditioned spate to the celllnq cavity. The lighting' fixture shall be teeted et seventy -five Pascal. or 1.57 lbs /ft7 presser[ difference end have 4 001 etteCieda .shoving compliance. 101...1 Cone., for.Tesperature Control 5ea..,1.1 sae- eed - Two- Wemlly- bre131eg•t At least one thersonat for regulation of apace temperature nhall be provided for "each separate: system. In addition a' readily accessible Manual or automatic eeene shall be provided to partially restrict or shut ' off tn., heating en./01.-,cooling input totach sone or floor. /01.6.3.0 Boor Pgep Coo tr.11. Tregraeheble tMnostatn are raqutred -toe ei1 heat pump systems. .The Cut -on temperature for tee eretnie fen Mating ■M11ybe hl9hes .than the cat -on tsmp.r4tun Foe Cha supDl•Mentlry )feet, :, and the out -oft kesp4ratute. e:r Lpa comprasslan herytln9 :Mall be 'higher Chan the out- ott'temp Voters for the 4rupDlooeritary Met. 'Nast pump thanmat"ets Well be eapaAle, of pyeeldtng at loot two pFogremaeble satpaok P•rlOd• p*e daY.i The automatic setback tpermesttt rob }1 Aays the sepapll ltY oil Smitln9 nth• ties of supplemental hoot' during LM` liarswup . ie.. . so 3•t atefgdLteq' DUat Iy tta•IaseIattdAt dlen, plenuu and neletur. Lgate1le11 In or oh-?butldingr*hall b. CMrm•lly lnsul•ted tt.b.t leis -11. ". '"d-t3eh•4.0uct,r insulation -(eaeept. vMZe .yqulyd to prevent condenamtlon) 14;ne! ,'.,,, ed Sn any o[ the fol10wipq 0as',et ' 1. -When the p,.et gala, be ,lb.. of th4 duets, vitlisuc lhablatinp ^.i11,.;, t Snerooaq ",...,1,7p,,, r4qulEamenaa of tha.pulldtnq: q.' MitflL % tb. livbc •q Lpl.nt ., : 1:- expay4i,;alt duott . ''pb . rR h tun elf i'�ua11 insttilad Sn may y11d Crawl tpaaas -With. insulted "otlle b,..., ., or , liar lq, one land tuN family ra111Ma 1 ;. ,,..4.1, peat.Ym4e i:Lta 1,1 ' Met the, -r tD4T/ A14 acosags. W4tat'heet•n 'shall' gqul- - .4' 4M I0t eM .1717 1a7.;odml: ilDpilance emargy ; . fenserva>• M4,7lat a14y a0 la"bbeled iSdO2lsetrio vat.[ haatere'= 1R L 44,01# IFpacam'pi 11n eollgrep4 hmll W p }sod on �' 3neoMpre!mgl• 3m�Ilhted suru!ete W3ell t"'".. thermal ^' ntiatahFtigt R lb '1 604.1 automatic Controls[ Soma. Water heating systeee shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highsat acceptable temperature settings for the intended use. Temperature setting range shall be eat to 120., or 49•C. 504.4 shutdowns A separate switch shell be provided to permit turning off the energy supplied to electric nevelt. water heating sy•tsss. separate vales dull be provided to permit turning off the energy supplied to the main burner(,) of all other types, of service water heater systems. ,. 104.7 Pipe Insulation/ Tor r•O1rcUlatisg and non- redirculatlnq systems. piping shall be thermally Snwulated in accordance with enclon 501.11 end Table 5 -12. 504.0 Conservation of Rot Mater 504.0.1 and Leveterl•st Showers end lavatories Weed for other than safety reason. shall be equipped with flow control devices or specially manufactured shown-heads or aerator. to limit the total water flow rats to • maximum of three gallon per stout. per shownhead or faucet, as manured with both hot and cold faucets turned on to their maximum flow. TAME S-1 • Ne'9OallIIVE Reame•J05f61 FOR GIMP R OC.1WCY CUM. Iter 1 • IBC 0f Et82112IC RDSLV174. arias cum. cm. [WS [£2.114' VN1[1711 WNL SAIL 1Ht' MtlLext' n>7>i SIM' F[Dat D- -wfalra 0-VAL. AISNE OUCH 1st. CH Asia C OS GIME CM. .Ate II. TIT. /V.• V. v2. 104 122 121 ss eel 214 257 304 0.46 P �.7 0.40 0.40 0. -e 0 -36 0.35 0.32 0.40 0.20 0.40 0.20 0.20 0.20 0.20 0,20 R-3. R -Ie R-3. R-30 n-le R-le R-3/1 R-10 .30 R -30 R -10 R.30 R.30 R -10 R-70 R.30 R-2I R-19 R -21 R-19 R -21 R-21 11- 19.R -57 11- 19.R -+r R -21 R -19 R -21 R -19 R -21 R -21 R -21 R -21 11-10 R-30 •R -l0 R-10 R-10 R-10 P.10 R -10 • R -30 R -10 R -30 . R -10 R -30 R-10 R -30 R-10 R -30 R -10 R -30, R-10 R -30 R-10 R-30 R.10 .term. ems . ms.11wa a 1. me t.N t . « •,ae1e, r I�r sae u In r�lry wa1Nr siM 1. w here ry w aM wd «arse • [wall lr,.Iw•e�.« • «!IN N2./r . nerve «gw urw uwa wt .0 .else, ,emlrrml• ... 1 wa,w Nw, w, mated .a. Mlax, M mw.re . t s er eel, ram ll rre •wv rrrl yrn w awe Is ooloa or Wines. e... ,mein WII Y aasw. ae rllalw. I,,, sew le.w .. «I «, .tit mti a w ..g..,..wa On..., ..11 a I m o I metes oe Am lle TARE 6-2 • PResnaP1TVE 30271102®f6' IOt amp R O®1WeY CMS. 8]0:1 • Mt.. Bran= macs 1 ..0 T ..a1. lwv..w ea.RlT.er bliryl• ,ever r J.ISn ..ear 0m201 one a11Zbe QACOC rows amaze VM11Ll way ZOMF. 1 FLOM 0 -VALIZ 0 -VAIDS anw. QTIr Alm caw. 1AILbd' IA1Lexts lnaE' SfAlI' @COLA felies cm• au= Gm. WdE I. II. rye v. w.7 vrI r Mod. KLp1 Ned. Coe skid. 104 124 214 214 214 254 104 0.70 0.65 0.75 0.65 0.60 0.50 0.45 0.40 0.40 0.40 0.40 0.40 0.40 0.40 R -30 R-30 R-30 R-30 P-30 it-3a . R- 30 R-30 R-30 R-30 R-30 R-30 R-30 RJO R-15 R -15 R -19 R -19 R-19 R-19 R-19 R -LS R -15 R-19 R -19 R -19 R-19 11-19 R -10 R-10 R -!0 .10 R -10 R-10 R -10 R -19 A -19 R -19 R-19 R-19 R-25 R-25 R -30 R -10 R -1•• R -10 R -30 R-10 R-10 a+mee to • !Mono!. N Mlwi w•,Irw•ee Ir •b ,ealw 11l,r, rr seal., 1, • sloe•- �..ie, .r a rrw ..ana w e,•aluwae lhr wr r w, " u rrer.wNe Na au iii rw lever el M 1. aw :.r aewi �M .r.'..,rl • • ".war wlaluirN imam a�a.rir• 4 1 .m! 2 aw,lr•ww oleo a ell Cell era• Were llryl• mhr w INm wens Mtera.. •a eamrw d.a.aN rrrr all ire. r odemmt eelNMe ear to *nem roses w been wand tlll.m. 4 alw r•« mla wll M Ilratd •l mhr w IN serer Ie . •Iola l aawllr Ilrle�•�Iwu1lw w VI Ma 1 „WI r • awr Iw 11• “.. w• envier tom rsrelry a w rwlNwr•r «rllluslw. ar aw lea. 4N.L wl' a wl• r «Iryw. war �iwsl�.lwaa r., aw r « aa.,rwlw,r , wale w1.1. aw r rum mNae wit m mNhWa. eater. bw law nem tam., e Inl•w rvet t�lp..n ,rrlrl•a -r rryrr«wl, •twr e,.e1N n tree •r 1.11. 'tae. m a, aN . 1. 'el M' daaw rum •r O.N. TARE 6-3 • PRISCRW1TV6 I0323z+15' ItEt Omit. R Ocru11y4Y maw's ]ae 3 • lest ac B/ Elfrsac )0201732"¢ a•¢w Q/itnc aAZne2 FLOM 0 -45411D Alms DOGS ce2IAIL2 VNiL'RR NN2. GRACE Ioalrul[' real. flfsll' sr.. MUM 197[3! CH GrMIX CM. x. II. III.• IV. v.' yr.' VIII 114 0.30 0.20 ; R-311 R-30 R-21 P-21 121 0.40 0.20 R -3e R-30 R- 19.8-5' R-21 151 0.40 0.20 R-36 R-30 R- 19•Ri. R -21 In 0.30 0.20 R-3$ R -30 R- 19.-57 R-21 211 0.25 0.20 R -302dv 8-311 11-19.R-57 R -21 250 Oat 0.20 R -49Adv R-36 .19.1 -57 R-21 304 0.11 0.20 R-60MV a-3e 921.R7.5. R -21 R-12 R -l2 R -I2 R -12 R -12 R-12 R-12 R-30 R -25 R -10 R -30 R -30 R-30 .30 R -30 R -]0 R-10 R-10 R-10 R -10 R-10 arrw• tee • OnMhard le M1w1 .l w. ao wr. •.•• •. - ._......__..._ -. salmm r•ml,•ar•e Ir d alw Wins, rrrwrl., 11 . Iwwo' .err .Ir wrlws 1� Iw.e,lra . wa, .Ni.aw,a wa..l.l, Iw mm • ma roe ndinal rlr rr N lN, a 1 Nwr lw In rot end N ry e wet, •.N At A N w tl[ a"ulw wll•wr abaci, wfNwr•e m«II I,•nee. M erliw 4421, sal Pte. MI 1 •»I w.w awslllr.rtor N N • IIatN paw sew•, w wlwlele rmNlw• «Neelara 4 r 5 N IN• 4w.. I taw amt. M.It a wr lied • to al"elrya lNs ref lMN aer lr. sal W 1= 11 .01Wli.m�1. rell�ry• rNlw r lab[ meat a r i iw11t.1,1e1,'r fewlmme *mono !me alt mono ins wen Mr aw,hmse wrloato N, to Nwb MIN M r lent IN wham. a tea wll IMenw rq,lrar Ma« a -rt w11 mvlal Inwl •new Iir r a•I.t I.m w.mlry, wll a Iw,eNd •liar w W rtrir Ie • •Inlmm e••r M e•i� 1r n aw Iwrlr 1• w r Ia1 w rile .e,.• ram ewer l,we•'Iw l�wlrllyd Ala ra wlu Wllweww 11. 4wwNr -,1.;;;;17' N rrelr .. ur•�w,wa ✓w ±•,•e1 rINlsa.. "w r Ta1RE 6-4 • fRAC7IT11ve RE0f13150f15l fad GICUF R CatismY CLe l¢B1e 2 • 1671071ic at anon Rah 091:011 -VAd Qb G epOIP. 4 Flan ant. Mem QIiLLL[' 0.5 3 u d D.-, t twfL AMYL MULeine learel rnAd IRS 1W4exta Mgt' 5141 ma4 T. NW. Md. >a. !lode 104 ]24 171 171 in 714 234 201 0.70 0.65 0.65 0.60 0.50 0.50 0.45 0.60 0.40 0.40 0.40 0.40 0.40 0.40 0.40 R-30 R-1e R-30 R-3s 10-30 8-311 14-30 1-311 R-30 R-30 R -30 R-30 R-30 R-)0 it-30 R-30 .12 R -•u- R -13 R -12 R-12 R -12 R-12 A -a2 R-25 R-10:. R=o R.10 R-25 e,10 R-30 . 11-10 R-10 " 502.1.4.0 Root /Collies tssuletteet Open -l1ows er porred'1.066- ' till Insulation maybe used in attle mpeees where the slope of the Cani::!!!hior [ vlthe to ra.eebthe exe exterior hall b installed from the to• p's[ t he inches of the above th vheig ...ding ["ward, to a sulat sex and twelve inches u the Maws of e. fempreaad insulation, and evlvs lnOhea -wet vertically thaws lease tell insulation. • 502.1.4.4 Well Ineulatleml Insulation installed In exterior walla ▪ hall•domply with the ..Provisions pf this section. All wall insulation shall fill the entire cavity. Waterier wall cavities isoloted during framing shell be fully insulated to the levels of the surrounding walls. All raced insulation shall be deco stapled to avoid aoeprtselen..: • . 503.i.4.7 floor IS.ulatiol. floor Insulation shall be installed In a permanent manner in eub.tantlel contact with the surf... been ,insulated yy Insulation supports i •hall b installed so apaeinq le no more than tt•nty-lm2r. ln.f4 on venter, loun0aslon •roes shaft b placed ao Chet the top e! flu vent !s blow the loots surface of the fl oar;ifliui ►tlon. Wrcept}nn1-Insulatieq -pay b omitted fro. floor area. over heated bae.a•bta, bsaied gangee, .r utldertloor •ream used s HVAC supply: ylanuY. use Unlearn Mechanical Code section ° • gun toe underfloor supply pl.nam nQQuulnsemta. Moen • • • attached i walls ran lnlsted, the lmaulattio .Mal b attached !n a' airtime the• .qb foundation The ventsa men Mall not Wien man elate bo tt .;. tot placed v.bts when inetelled. t • Nom f`oundatlan'Venta,Ale not placed se that the rep of the 501.1.6 aleelbg tae Doer'• -4. Far Croup i Oom pea.Y. gleelnq end door U-voluao shall bd,0etenlned"la ...den.. with section • 507.1.5.1'. for other occupano/Y, yleeing and door U -valuee shall be detenlned in accordance with either notion 507.1.6.1 7SbO mn else F (h1.1 a1e n gwSd d Me.r f . eh MG syna •ins • range of Controls for backup hest installed to prohibit .bmutaneou• opera- tion pl the primary . system.. .ma 507.2.1 Non - recirculating hot and u1dwater. -pipes located outride of the conditioned, apace adult be Unlaced to a -7 Chime. fee 505.11 Itaclroulatirp'service het vox plots; shall be lasulated to Table 5.12. Sec 507.4 - / Pact Construction, 411 Matto': ducts In unoegltleo.d epee.. shall b• lntul•t•d to a tl a4eu�. o[ R -0. Ail duotwert .Cam., jelnta, beta lengltudl net end tranavar...h.1I b. t•pd •.d.meld. 111 joints shall be fastened with • minimum et three rennet - see 501,10 Si. of AV...Mpm WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Chapter 51 -13 WAC Effective July 1,1991 102.2.1 Source Specific Ventilatlonl Source specific exhaust ventilation shell be required 1n each kitchen, bathroom, water closet, laundry facility, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor ie produced. The minimum source e specific ventllatlon effective exhaust capacity shall be not less than levels specified in Table 3 -1. 102 -2.2 Whole House ventllatlon Systeme! rack dwelling unit shall be equipped with a whole house ventilation system which shall be capable of providing at least 0.15 air change. per hour, but not less than 15 cubic feet per ol nute per bedroom plus a s additional 15 cubic feet per minute. Whole house ventilation systems shall be designed to limit ventilation to a level n o greater than 0.5 air changes per hour [mat r conditions. Whole house ventilation systems shall supply i outdoor [ to all habitable rooms through Individual outdoor air inlets, forced -air heating system, ducting or equivalent means. Doors and operable sites In windows " ° "e " are deemed not to m the - air supply Intake require- .ents.0 cuaoi 102,1 Controls) All ventilation system controls ahll be readily e el be am Controls for whole hour• ventilation ay•t•e• •.11 be capable of operating the ventilation system without enerylalny other energy - consuming appliances. excepttont Continuously operated whole house ventilation systems switch shall not be readily accessible by the occupant. 302.3.1 Source Opecirle ventilation ay.tee•1 Source 'pacific ventilation system• shall be controlled by manual switches, dvnuoldlstats, timer', or other approved mean'. 102.1 -2 Intermittently Operated whole House Ventilation System. The intermittently operated whole house ventilation systems shall be constructed to have the capability for cunt l neon operation, and 'hell have • manual control and an avtoma lid control, such at a clock timer. /02.4 Noise! Whole house fans located four feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.1 Inches water gauge Remotely mounted fans shall be buiustically Isolated from the structural elements of the lding and from attached duct work using Insulated flexible duct or other approved material. Exception! Whole house ventilation systems which are Integrated with forced -air heating systems or heat - recovery ventilation systems ate exempt from the sone rating requirements of this section. 102.5 Ventilation Ductal All ducts shall terminate outside the bulletng- Exhaust ducts In systems which are designed to operate intetmlttently shall be equipped with back -draft dampers All exhaust ducts In unconditioned spac shall be insulated t0 a minimum of R -4. All supply ducts In the conditioned space shall be inselated to a minimum of R -4. 102.6 outdoor Alrt A mechanical system shall supply outdoor air as required In section 102.2.2. The mechanical system may consist of exhaust fans, supply tans, or both, 102,4.1 Outdoor Air Inlets! Inlets shall be screened or oche!wl se protected iron entry by insects, 1eat/. or other matatial. Outdoor air Inlets shall be located so as not to take air from the following areas: a. Closer than fo teat from an appliance vent outlet, unless such vent outlet 1s 1 feet above the outdoor air roe:. b. flare I[ will pick up objectionable odois, fumes or flammable rdo vapors. c. A hazardous sanitary location. d. A room or space having any fuel - burning appliances therein, e, closer than 10 feet from a vent opening of s plumbing drainage system unless the vent opening is at least I feet above the air Inlet. f. Attic, crawl spaces or arages. 102.4.2 individual Room Outdoor Air Inl•t.l Individual room outdtor air Inlets shell haw• c�hntrollabl• and *•cure opanlnq end to caches• of a steel opanlnq ana• o[ not leas than (our squsea inches and tossed by a nationally r•cognlee0 standard or uppruvad agency and facet mad to avoid drafts. Ventflation Incey rated w/ta ro :s ti -r I[' :Kr 11"T! The outdtor air connection to oho return el[ angeH shall be loea [•d to pr avant thermal shock to the hp at exchanger. 102.4.4 Distributions Outdoor air shall be distributed to each habitable room by individual Inlets, separate duct systems, or • forced -elf system. Where outdoor air *unpile• are separated from exhaust points by doors, provingns shall bo made to ensure air flow by undercutting doors, Installation of grilles, transoms, br similar means where permitted by the Uniform Building Code. eCCTION 10] -- NECNAN [CAL VCNTI LAT20N CRITCA2A AND MlN[MUN VC NT[WTION PRt4CRI PTIVC REQUIRENCHTa FOR ALL CROUP R OCCUPNICIrs 203.1 Generals This chapter establlehms minimum prescriptive design requirements for Intermittently operated systems, continuously operated systems shall comply with section 302. System characteristics not add d In the following sections shell comply with s•ctlol' 302. A system :111th meets tM requirement of the. achapte sM 11 b• O••w.d to sack Cy cM requirements of this chapter. ]0].1.1 sou rc• ep.a![!es rxhausC [ +ns proved log source speeltle at 0.2 shall hsv. er gauge tan flow ratlnq not lees then 50 CFM at 0.25 inches water at for hates oat laundries o kitchens. . Ma and loo CFM a[ flow Inches water gauge ter r pitcHens. Manufacturers• [an flow ratings snail be determined as per IIVI 916 (July 1959) or AMCA 210. 103.1.2 Whole Nous." Whole house ventilation aye[... may consist of whole houc. exhaust, /rotay rattan WL[h tor�•d -air •y etes. o systems shall Mat naet c ver t h• y ventllatlon syyat.me. Whole house eah.mast syst•m lot lo:ingrequlrementat a) exhaust tans prow (ding :holm house ventllatlon sha11 have flow ratlnq at 0.75 lncees voter gauge spa<ilfed !n 7abla I -Z. hanu[actur•r's l•n [low rat inga she 11 b• de tan ln•d as par MVI 916 (July 1909) or ARCA 210. Table 3-2 shell not be used for dwelling units with more than four (41 ..•.rooms. b) Integrated forced -air ventilation systems shall have • 6 Inch diameter or equivalent outdoor sir inlet duct connecting • terminal Mlem•nt on the outside of the building to the return plenum of the fort•d -air system. The outdoor air inlet duct shall be equipped with • damper, or ocher device that requl•t•s •er floe to • minimum of 0,35 air change. per `emu r uc c Vrvecer the 0.50 air changes per hour under nonalt°panting conditions. C/ heat recovery ventilation systems: All duct work in heat r•oovery ventilation systsss shall be not lees than 6 Inch diameter. Balancing dampers shall be installed on the Inlet and exhaust side. Flow measurement grids shall be installed on the supply and return. System minimum flow rating shall be not lees than that specified In Table 3 -1. Maalww flow rates In Table 1 -3 do not apply to shat recovery ventllatlon systems. 303.1 Source 'Specific and Whole Manse .eh.u.t Duet." txhaust ducts shall meet all requirements of section 103.5. Duct diameter length and nunber of elbows shell not be less than lour Inches and duct length shell not a x teed levels specified in Table 1-3. Terminal elements shall have at least the equivalent net free area of the duct work. SECTION 400 - POEM/VAST eaORCe COUTO. 400.1 ehyde leduottos 1 All structural panel components .t. by of the house ooh •s softwood particle board, wafer- board, and oriented .fraud hoard obeli be dentified e■ °4EPOSURW 1•, ,2222111011, or •NUO- APPROVED•. _ NINIMON SOOSCC IPOCIlIC VINTILATIOM CAPACITY REQUIRCMENT11 TAILS ) -1 Intermittently operating Continuous operation Bathroom 50 cfms 20 cfm 1$ltcnen7 loo cfm 25 cfm .01E atter rxhAU9r PAN PRE4Cai PTIVL RC00IRCNCNTe TAML[ 2 -7 CFM Sftl Il2 or less binlaoa tl0uib b 50 ]s eo 120 300 150 fen T.. tea fFM P0.23 N.G 50 50 50 so 40 .0 100 100 .For each PRE. Ca2pTIVC WrtlA UeY Duct s122wo raze ) -2 Maximum Maximum Naxlmum Mavl mum •x lw ngch Smooth L.ngce Maximum D1•tJ_ lameter Feal -_tl b °w.• Inch nch 25 23 inch 70 Inch Inch Over 300 l nth Not 15 lowed inch Al inch 90 Inch Not Allowed Inch 45 Inch 1S Inch ]o ddlt"onel elbow sub inch 100 inch over 100 inch 20 inch 100 inch Over 100 inch 50 inch over 100 inch Over 100 inch Over 100 tact 10 feet from length. srCTION 401 -- SOLID 1.UeL BURNIND APPLIANCE. AND FIREPLACES 401.1 aan.rels Solid fuel burning appliance. and fireplaces shall satisfy on* of the following criteria" 401.2 Solid Fuel Burning appliances. Solid fuel burning appliances shall be provided with the following: Tight fitting glass or set. doors. An outside source of cosbuctlon air directly connected to the fire box, or tested and listed to the performance requirements of the carbon aonoxide test required by the Department of Housing and Urban Development Mobile Home construction end Safety Standards. Exceptions If existing construction prohibits the introduction of outside combustion air directly to the appliance er the solid fuel burning appliance is part of the central Mating system and is installed in an unconditioned apace, combustion air may be supplied to the room In which the molls fuel burning appliance is located In lieu of direct ducting. The combustion air terminus shall be located as close to the solid fuel burning appliance as poealble and mall be provided with baromstrle damper or equivalent. The combustion air source shall be no less than four (4) inches in diameter or the•equivalent In area or es approved. 401.1 rlreplacess Fireplaces shall be provided with each of the' following: a) Tightly fltelnq [3 sea dampen, op. rat ed by a readily •cc•sslbl• manual or approved sutomstic control. b) An outside source for combustion air ducted Into the firebox. The duct Shall be ■t least six square inches, and mall be provided With an operable outside air duct deeper. cl Tlgtly t lttn ng r ss osed t ae f o nl mr lnq adcrk at drafting. rxoeptl one a CC OrJOne• Wltn ptae ea U nlfore pMea ec log. ce: ed• • Cpar l.a )I n 502.1.7 ventllatlon! A1 er ., mall be ventilated as specified in Section 2516 6 (c) 1 bt of the Washington State Uniform Building Code (SAC 51 -16). If the Installed ventilation 1n • crawl.p.e is less than 1 square foot for each 300 square feet of crawl space area, or it the cravlspace vents are equipped with operable louvers, a radon vent atoll b• lnstall.d /rem • poi rot bncweentM ground cover and sect. The radon vent shall b• lnst411W In accordance with Sections 301.7.6 and 50 2.2.7. 507.1 Baden Monitoring 5.17.2.1 Three Month /totted Track laden Monitoring, A three ninth etched trsck radon monitor, installation instructions, and ..dots lnformatlon .M•CS shall be prow ld.d by tM build.[ .t the final l nspectlon to all single temlly sea ldencse end to •11 [1 r.t floor dvlllnpp units In mul tl -unit structures. IC la not the nspoma lDlllty of too bus ides co •dminleaen CM [don teat. INTEGRATED FRESH AIR mane N rmw•es IN�� +� Nwu Nlm qem 14 0024 run iii 1:2e�m MI.IwM .• INN i a rilii ie Tar NNW{ NNN{'m' male m em I{'m .WIIan A YWUle m +s02vr I "viler ale R ale Nucr. Ire'11ECEIyEG CITY OF TUKWILA DEC 1 2 1994 PERMIT CENTER •.limeanlleltMess .• emH rimes en puma woe to ewwrle smm ears .mdNNr �M�sC1 not, WaiiN mmiw� mar a�.e welt . cg114aNn�L tleelesm meNral.+Nnkelso rMmPetehePW ar ew aamar «sear.. eaef." .� /lied r ■na..o es41e«rea.we. egrwdM mwer4ewaasr . fWstip Wee 74:re.NNOtal..ee Irjel MMdse fme•y«Masm4!M M«m mwlea.leM•Ymel!�t • REVISIONS Oats Scale Drawn Job Sheet• GN