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Permit B95-0186 - RIVERTON ADDITION - LOT 15 NEW SINGLE FAMILY RESIDENCE
• i . . •�iIV�,'(b1�1 ALDITIb . . .' . . .. .. . . . . . . . . . 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"........ . . . . . . . . . .. ... ... .,... ... . . . . . . . . ... .. . . . .. .. . . ... . . ... . . . . . . . . .. . .. . .. .. . ..... . . . . ... . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... ... ... . . . . . . . . . . . . • . . . . . .. . . . . . . . . . . . . .. City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas/Elec: Wetlands: Water: Contractor TENANT OWNER B95-0186 B-BUILD NSFR 3716 S 130 ST 734560-0945 VN GAS 125 License CONTRACTOR CONTACT BUILDING PERMIT No.: URBANHI050BZ Status: ISSUED Issued: 08/16/1995 Expires: 02/12/1996 Suite: Type of Occupancy: DWELLING Slopes: Y Sewer: VAL VUE RIVERTON ADDITION -.LOT 15 RONALD CHARLESWORTH 24922 - 111TH AV SE #8, KENT WA 98031 URBAN HOMES INC 24922 1.111H .AV SE #8, KENT WA 98031 RONALD CHARLESWORTH .24.922 111.AV SE #8, KENT", WA 98031 Phone: Phone: Phone: 206 859-1440 206 859-1440 206 859-1440 *****************************`********************************************** Permit Description: CONSTRUCT NEW..SINGLE FAMILY HOME Units: 001 Buildings: 001 Fire Protection: UBC Edition: 1991 Front:,. Left: SETBACKS .0 . Back: .0 , Right: Valuation: 132,689.10 Total Permit Fee: 1,250.25 *****************************************.********************************* 2- 00 -95 PermCenter Authorized Signature ' Date I hereby certify that I have read and examined this permit and ;know the same to be true and correct. All ,pr.ovisions 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 pr.ov.i.sions of any other state or local laws regulating construction or the': performance; of ,work. ` I am authorized to sign for and obtain this building. permit. Signature: _ �` Date: _,/JL,i? Print Name: _.[k4 Title: 2 ,1'' 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. °� `" 0 4 CIT OF TUKWIL/' / • z r,. k _ !• � , . Department of Cc4.,',unity Development — Permit Cente' � * • , 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 fig ' - (206) 431 -3670 • Building Permit Application Tracking • PLAN CHECK PROJECT NAME Q , ,I I NUMBER \J - kOn + \OCAJ i J On - L O+ ! 5 acis - 0 l'h ie SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF . • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. O Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. .DATE DEPARTMENT DATE IN REQUIREM / COMMENTS XBUILDING - 0 CONSULTANT: Date Sent - Date Approved - initial review ROUTED XFIRE iP 6 / FIRE PROTECTION: L] Sprinkler [3 Detectors 1/A �� 1 FIRE DEPT. LETTER DATED: , INSPECTOR: 4 - 7, I NIT: C X PLANNING -?h1., 1� ZONING: rrr. • • • • Yes ■ No REFERENCE FILE NOS,: 1,1z4/1) 1NIT: MINIMUM SETBACKS: N- S- E- W- PUBLIC g Oeps UTILITY PERMITS REQUIRED? ,( ,Yes ( ) No PUBLIC WORKS LETTER DATED: WORKS INIT: r O OTHER INIT: (BUILDING - SA 96 TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: - VN [] Yes $No 1991 Iv BUILDING t,� OFFICIAL • INIT: /A V . REVIEW COMPLETED A MOUNT k CONTACTED ROB l n �`. I \ DATE NOTIFIED (� l f'�c Y\I BY: C. - Ve v S - q -c (6 (snit.) _ e 2nd NOTIFICATIO BY: rl q G 3RD NOTIFICATION BY: I. JO I (init.) Uk 'N 7-10 \ 4 II d, .5 0 'it."Nck BUILDIN I PERMIT APPLICATION CITY OF TUKWILA ..� Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwil WA 98188 DESCRIPTION AMOUNT RCPT # . DATE (206) 431 -3670 Pfd - BUILDING PERMIT FEE 'WOO: PLAN CHECK , 6 0j PLAN CHECK:FEE 79 >. NUMBER J �� ( BUILDING SURCHARGE LJ{ APPLICATION .MUST CBE • OTHER OUT COMPLETELY TOTAL I9l0i95 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ c i 5 000 PROJECT NAME/TENANT ASSESSOR ACCOUNT # : 1 V >= / A . . T - c 9 A ) - Lo T ' s 7 3'I SG Q _ o 9 Ll 5 -- o -( TYPE OF DR Building Li Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: _ DESCRIBE WORK TO BE DONE: >`S L/I I L ( ) /U / /-1 / 4 - E iv i,e f' /16 BUILDING USE (office, warehouse, etc.) / / /c=4r I ` y NATURE OF BUSINESS: S (�C � Lc' ALA D l� WILL THERE BE A CHANGE IN USE? [ No ❑ Yes if Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: I / .5- Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? R ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers ❑ Automatic Fire Alarm System PROPERTY OWNER 14 (\ 64.kj H- M S , .rASC , PHONE 3 ADDRESS 9 iz I II - 7-I 4 5E r K , W/1 ZIP CONTRACTOR (5 /_ , _A-15o tti) PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # UR 64 1-ia U c 6 Fr EXP. DATE ' _ _16 6 fle✓HhTEC � S F EIZo t7A PHONE L/ 55^ 4 ADDRESS 1 I - 1 I I /4 BELLFUL E- Lt1/11/ ZIP ace) y I HEREBY CERTIFY.;:THAT [HAVE. READ<AND :EXAMINED THIS :APPLICATION AND :;KNOW THE' SAME TO BE TRUE AND ` CORRECT, AND I AM AUTHORI ED.:TO ::APPLY .FOi >THIS P.ERMiT; BUILDING OWNER SIGNATURE / � /� � -u _ DATE OR � G2 C/ � f'L�G , -Y� 6/ � � 5 AUTHORIZED PRINT NAME /C� /U,' b ,././ < PHONE . 5-7 __IL/ ye) AGENT ADDRESS CITY/ZIP CONTACT PERSON ; iv�Q q, G2 PHONE _/////0 - APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES ( ". (IS WONT SUB 1TTAL CHECKLIST f4 iVI . COMMERCIAL ........ : ... .., . _ . '...,:::::.:::•:::::::::::•:::::::::::::::;',:::::::::::•::::•::::::::i:•••:::•:::::::::::i•:•••,::::::'.•:••:, NEW COMM ER CIA1.. B Ul LOIN ... . .' • •....,.:.' . .. 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' . . • '.....::E As Account :..A::Nurnp9ri::::::::::::ii.,,::::::::::::::::::::::::::,::..:::::i:::::,:::::::::::::a.:.:,:,:i.::;:i.::::::,..:::::::;:::::.::.;;:.?::::;:::::., [ Narrative descnblng existing roof, ]rriateriali.061eT .'..an , •,...:•: • RACK STORAGE .:::•ii::::'::::;•:•:•:•:::...:::::...:.::::::',.....:.:.]:::•:::•••!..'.:."....:',::::]:.'lli:',......".::::::::'....',.":::•••••••:::::';':•:•:::',....:::::'.....,',.......'.:::' :::::.......,......:.:::•rnaenat!)PP0..... i . : 4 ::::::::1;:::i:::::::::::•::::•••:•:•..:":::::::::-,1::::::::.;',...i.,.........:::::::::::::•;":::.:.i.....',..".::::::: corn i.:.:::::....::::,::.'..:.;',..:::::::::,:',..,...,....':..':',...,,.:::: ..'''.ifi,.)iwiiii.....ii-,.ii4i,kii.d.,Ji.icir....4.,iiii,ii.!#0#0........r1...!:..,.,:i.. . 16tec!' building : perm appli ,.. • : • ':•..:::::::,'•:::.: ,•':::•:::::-.•••••::.::::::::.:.•::.:::.:::::: . ....:.:. . ....::-,:' .....•: • /... ..... , ...• ., ..;:i . . ,,, ::::„:„ . ..;.::,;:::::::,::„....i....,::•::::,:::::,.....::::„:: , .....,;:::: : .:, , .. ; :;:'6: : ::::::.:,•:.;; ; ::; i:: :: ::::: . 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' . permit TWo.(2):sets of plans •••••:. ::::';'''''':-.....:•:•;,•.9 ; ANTENNA/SATELLITE ' • •:. ,;.1/4tti on• l n i : i ■! .. ...,:::::: : ::::::::::::::::::::::::::::::' , ...:••:.'•',•• . :::' ..-.... .......:„....,::::::.......,,,..,.....,,...i.:,...i.,..:,:...•:.........,....i.....,............,...,.........,:::.....:,........;,,t..::::::::..............,,,....i....i.......:.,.....:::;.....sii.,,.:,,,,,i.:,......,..„...,,i.,. • : ....,...::::-..::.:.•:„:',:i......:::".....:::•:....,•::::',::,...".-•':::,::::•:.--L:.: .::.,...;"....".-...::'•••.•l::::',:::::::::::.'......:::::1'...::::,....:1';',..,..:::::::•„':.:'.:•:::::::::."'•:;',.:l.....',":',,.::::::::::::;::::::,. :::•••••"-'..!::::::::•:::::::::•.:::.."•:::'.........,•• •.'...:•:•••'''.•:•••••••::::.•.?:,•:',••••••;•;"":'''...:::-<•:".:''''•ii.-- :•:".•'::::11::::::::::',...........::,,i,::::':.'":::::::::',::.:•:::::::::.::::,:::.•:::•.:::.;:::::::::'::::::Vc•.'.:.,.......•:::::::"...,::"..,,;• •I I' Building:lloor. plan showing . :;:;.;::::::•:.:•:.:.::::.:::•:•;;;.;;:.......::::•;•:::;••;.....;•,.,:...::::.,.....::.:,,;;;:•::::„:::,......„•,:.:::::, . : . ;;;...... , ...E . b uilding permit .applica p Entire . .;: . :: : ::::::::: ,..„, .:::::::::::: ,. : .. .E. , :•;:::::::::::::i . l . i.i:: . •••:::. , :::::::::::::: . :::::..........::::::.::::: . :.:::::•: : .......:.•• . .. , .. •.• . ••. ..... • ::.:::' ••• :•:::::: :,•:::.....-: ••,, •• • .....• ::........ :•• •:. • : :. ! . . . 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As sessor Account Ni.inibrie.::,::::: . .....:::::' • ' . :: ,• ' . .:::::•:':?: '•••••::::' • . .::., - " • • .•:•:.::- . • . : .. : . ... . ..).::•''':::•• '...:::.:::::::::::•.: '..• :: .•:: - ........:,•::::::i:•:: : :::•:.::i. . : :: : : : : : ::::: . :: : ::': :: :: : :,':•:: . : : :: . : : :: .1 ,•:•.."'•::::•.. , :••'L . :L.:.:i . ; .• inc ,; .,..••••••:....:••::::::::::':••••:::::::::::::::.:::::::::::::::::::::::::::•:•:••::::::::::::::::V•:::::::::::::.:::::::::::!':....: . • '• .. • '. :::. '•:'.. Dimensions of aisles ell • • . : . ; . ; : :::::.:,: ••• :' . ,::::,• ..::•••.::........:1-1,ici,(2) sets of plans, which inCru.,?..:::;;;....::::i...:...i:i:-.i . 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Structural ; calculations "6 stamped bY, a Washington State . lice; ;.' ,: : : .i .. _ .. ..',. e P t g P t c ri ! ... r. sti ..7 r.1 7, a:,Lic . f. . p 11.iii..#..q ,::::i.:::::::;::::..1i.....:,:::::::„......,.;:::,...i:::;,....?:::.:,;::,:::i:ii,.......:.....i....::;;:i.;:::.....!;,;;.1:::::1!.::::.,,,....:.!:•::,..,i.,:::;,1;:iN:::::,.....?;:,:1:1;in!;:;..1;:i..:!:i.,..:::-..:!i,li.:5::::..::. ....engineet' • „. .•.:• . • ). n ....:•:.:".1 .• ••••••••••••.::::•:::'', . "...•!....".....'..:::•••::.:.."::::•...:::::::::::::•:,. ::".: . . . , . • . , . . .. ' . ::. . ''.'"'"' .. ' .... ' .. ' . ' . • ............ • . . ........... .. „ . . " RESIDENTIAL . NEW .BliNILE7FAi■All.Y DWELLINGS/ADDITIONS ::';'''"..':::::.• ..• ...•''...".. :-.......:'''': ::: :. ''' • ''.::::-...:::::::'::::::' . •••••• . : . ....;:.:::•••::': :•'• . :••••:'!:•:.::';'''''''''''. . ''.:::::::';'''''''"' ':' • ..- .:- each'i:::::'•::':•::::.'''':'• . ':':::-::::•::.::'::: •;;F ....iiii) leti4d:OUildind"pernIt application (one for structure) . ......... : „ .. ......... , .. „ ..., :: ,........,..........„, :i.. ..... ::::, :,...........•..................•..... .: • . :...,.:..... . -....:;.-...::::.::::.,:....., ::::....:::::::....., :i. 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Assesso Acea nt Number • .:: :: .* •L Two sets (2) of working drawings whic ...... ' .'. .".••• '':::".....'::•••• ''':.•;.'''''''.:.::-....'''". ' .::::'''"'':•::.'";'.-"'•14,3.E',",,:;::::::::'•:i•:::::::::::?...::::::::::::::::::::::::':::::.:::::::::... ',:.••••••:'...::::::::.':::;;":'::::'•.i.,..:0::::FOtie0fiticir''0E'9.::."‘....::::::::•.'".".::::::::::::':'..1:i...1'.1.:.•::Tg..i.•.:.:::::::Vil.....:::::•:::1:•:;::.....:::::::::,::::::;:.!•::::::?.?..i..1',,::;:,..::„.i..1:::: .t ''...i.9'!'.:. i nc lud e . ..:::::,..•....1.....:::::::: : ::::::::::::::: : : :y:::::: . 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' . • ......,., . . . ..,::,;::•..,.•:.....;•-... ......,..::.:::::::::...::::::-.•••••,::•:::::::: ',: . • ' : : •' an y u Workis'f0 . be . donaprosede..ut util ity perm . . „i.,.... a ,.....,..„... : : : : : ::• ?: ans •••::::::••••••::,,:::::. BUIldipg :,..::. . .....: . ..,,...;....?„.:,:.„........i.•:,,...... : submitod. ......... ..: ''.. .... '. .-:•• • : ,. • .]. : :: ., • ..” . ' . ; : ..' ....;.::::-:....:::'::::,",....:... :::::::.. . : . : . ::, ::: . :.::::.:'..':::::•:;',.' . . , ..:::::: , ::::: - :'::ii::::„;:..,::::: . ::' , ..:::::i.::::: : :: .. . ..... .. . ... . „ . . . ....... „::. . ....:::::::,,,, . :,..............::::::,,,,,,....::::::::::.,*::::::::::::...:::::::g....;:m.::::.,.......::::::::::,1;:::::.k.::::.?:',...i.'::‘...14:::::::.:.::::':'...1:::::::::'::::: \/ Was hington . Siete Energ Code data .::':::•.:::::.:::::::::.:::'::::::::::::,,,•••:::::...*:-.',..,.:•.::.,::::.::::',.:::::::::::::.::•:::::: ::',....••.0EBOOFS:::::•:::••••';',....::::', '::::::::•:.'::'Z:::.:::::::::::::::',:::::::',.::::.::::.;:::::!::'..::::::::;:i.::::::::::::':::::::::::::i.i.::::::::::::1:i.:.:::::::::::,!:;:!::•:::;:i::::::::::::::::'::::::,,',.::::::•.::::::,;::::::::::::::w:::::::.::;m::::::. ..X...• • -,•••.. -••-••••••• -:;......•••••:. :::•.•••••• . ' :.:....•-•. • ::::::::::::::::.:,...,:::::::::::,::::::::::::::::::,...:.,:;:•.i:::'.::',.:::•:,.::,•::::::::::::::;:•i....,,,,,,,,...,,,,,,,,i,,......:•(:-..,•,..i(.•.-i•••.....i66...:itiii6i61:6).::::5::::::::,::: ................,, .: ........,:..„. • ,........:.......,...........................,........ .. :., ..........,..., „,..: „..... . ,,,,. ; . i , : „... .:::: : : : :::: ,. ...;::::......... , .::::::.:•: .. ..::::::: . ::::::i•: , ..':::: , ' ,. .:;:...:;',..].:::::::::',.:::.::', , .... , :r - .. .ci : 6;olotoo building ....rm)t..ap ...., „ .:...„::::::::::....,.:::.h::,:::,,,,, ; :::,......... 2 ... : .,....., .,......,............... , ...: ,7 Completed utili permit . . .:::::::":''..,.:::,...-...:.:.•:::;:.:.,..':,:...' .:::.,,::::::...,:.:,..i....:......:::':;.:•::.,•:-...,::::......:,:,.i.'„...,::.'..:....'..::::::•.:.:::.::::1:....:;::::::::::.::::::•:•.;,:.!.....,::::,.;,'.]:::::11:i:::::::.::-::::::::::::::::::::::',.:'.::::k...::::::::::::.:::::;':.i.:::::Ic.....:::!':•::.::::::::'::::: [ , ..,:.: ..., .. . : ,.;...:.•:....:...:.,:,;,:.:•-.•• .•:-.....:-.., ......::::::::.:: ... , ...A c iosor.,.. Account ..N9rpPer.........:5::;1'.ii::::,:in.,;;;':;:::::::;.::i.....:::::::::::::::..1.i:::.,1:•::::::"::*::::::;::::',.;,::Ali.,:ti:; ._ (6) seti- of •site.plans utilittos..:..........., • • ........,..,..:::::::::::: . : . .: . • . . . : . •'.: ....,..,:.,............ .....L..- .. •••:,;•.i;:•....:.;....;:•;:::::::::,:::::•;•.:.;-:;:......,•::.:Ji.::::::;:::::,...;:,:.;....,. :.:::::•:-.••••:::::.::...;;,iial bei ng : 460 . ..,••. : ::: :: ::: .: . i : : : :: ,..., ' • : - - ' . . - '... '' '• .' :: ''...: : - . :••••••••'"' '''''''''''''.'"'' • ...' ' '''...::.: 'f . ,••••••••••.:::::::::.:::••::::,:..::,::.:::-.•:'.ii....:,..:::::...i''...:•;.',.,...... ..:NOTE: site:plan.and utility site .. . ,....... .... .. .„.. utility permit application and checklist fpr....14 ,,,,...,.„...,....,........:„.tif..,..:.,,,,.,... ii,..,:„...i...i,;•:.1;iie:i..:i::•••;;;;;Li•:.ir0d....i,:ii....i.io,/iria'../ j;?.....p.'.6,ctioii'#ny.;gIgn..1:::::::: Additional topographical and soils..infotination.lnay be required . ••• ••:•••.• •,.,:..• ••:. • :-. ; .••..Off .of the permit -2. .-....,• .. ...,... . . ... . . . . .......... - .. . " ••• • ••.• .,:•••••••••.:.,••••• .......••••••............,..•.....:.......-..•..-....:., . ... .•. • •••...,-.. •- . site conditions 1 - •• •••••••.-: ........ •• '-.•...••...••••.-•,.....-.:•• . . • .. .. . .... .. . ... • • • , �•F'.Lrt t. • i .'>r.i_,t «L" a: . +1 L iL'tYr.L �D� �'�� r Perini t P.lo: PW95 -0205 `..� x�_.ued . 03/16: TENANT RIVERTON ADDITION LOT :1 .,..a..... OWNER RONALD CHARLE'SWORTH ."'; ` r: .•: . 2 �3 ': 7 _ ,. Phone: X1.1 �.►91440 • - 24922 113TH AVE E�r'•#i i <: • ,. 9� O 1-' ,� f',. + . CONTRACTOR URBAN HOME'. IN4 >. 1 , - '- ""� •K , ref " 4 ` PJ'Y 206 359-1440 24922 - T: ' rf' A �1.: �'' 1 1 1,. H`�,',AV' SE . : #u'�, ��.ENT WP. �Sy8l'r31 ryye 4`~ ��'�. � , ' � � •,, 1. , ,,,,, c Y T, %. Y ENGINEER ':.t P E R (:r'., B A V E L , ; '.z; ti , ; , :t" v , i; ..a F-' lion e :: t 0 6) 4 5 5 -4716 '., .: t S t� 3 �� CONTACT RONALD rHARLE'3WORTH, 1 �` < ` ' � +/Phufte. ;. 0,6)859 -1440 24922 1,1TI-H AVE ''S.C`'; #til' I.:EN `WAS' yL1131 :> ' , Y `� \'4,5, r : • `,�"' '�,'• . .µ >. 'k t4 * •k k '4 •k * A• * 'k k 'k le •k •k Ir b ;k * k* N''k 'k 'ft,* 'N •k •* k k • } 4 * •k k 'p k 4 •k ,k * •k •* k * •A 'k 1: * kl k:k; k •k •k1 k k k k �l� •k b h ft ' •k •k •k * •k •k •4 k •4' •4 k * Additional Per,,,j 't+ Des'cription: :` ' ` '�' r . { , CON'.�TRUi::T /) EW DRIVEWAy.^�FOR NE fi'_IFR. • -2., $ ,,; ' y , ?'� 1 , v fr) "It''' Existing 'Squere Feet. '" _R r ,,.. - ', i ' ,r'' " Additiona1 ' � , New Sgti 'rrN Feet . -'° -f.;' '1/241 400 t:ru Irt L ec P 1 a n C • -., y t �,� Q 1 ;".% + � ''' " ° -.rte`: 0 ` m • ,,4*,+ �r , ee :} •,..,,* Acct :_No .4,00U1'�i; ,l Check 1:; T e a r �.. :.r• 10., 0 0) . • ,\ �. .� H ;�.v Acct. N o :'� "` 110 0' 4 0 5 030 H: f ; ' '•.,, ,., 1 G % t c, :z t " '� `� i t L , F ,'^.o'r' :u ,fir st TOT r Pi L FEES: ,, t. { ; 11\t\\'' i V-1 �� V S : a . S , . ; k , ``,. fi Y. r•� t} 1i t '`` King L a t, n t` V a l i d t fo n .' . ' ✓'• ,.,, ,..-) > �t d I L - 1 r: .i . u ., r, .� • _%...,,, +£ •, ; ' � ' , 4 i , J; � • 6 f .,�.. o r•I :. t r u c rizi �. » � :;�,;. ************f •k� * *bp •ka•k •k ' 4 k' k k •4 k k•''ji'•4 4' * .k / l k . 1 4 . .4iW' (r' ^ A . •k • A�'.) t • • %.Ye. k k :k . k . k„kV.'�k . k k 4 •4 •k •k k 4' •k: •k 4 •k �4 •k lk •k ` } " 4 •A• . k k •k * k •.4 I hereby ac. � pt th,ls ' /er•mi•k4'ar a ` ' / -, . FCtio City of Tu�:4�e1i L s, * : tq ��: �• l,�,e ..� f; .� ' t� of the t �ty, �F Murlic•f,paI Code We agr•e that .he City of MTukwrjla _ `t,t�7 be held harm1esq \t`q.r i'T� 11 for any ciaim::. ar'i it �� .a;,. �a r e u)� ofr t. Permits wh i cd lap sed beyond the a :x :L i,' .1n t e , 4 " fi ha 1 }� re.quY1 ,a f re- app}icatiWil anallr i_�'uance of the per thr•,1-,Ugh, Cf]e c1ty ��`t r � fee. k� r� i / �, t �ar7,adtii t ict'��a1 : r :z f t THE APPLI':ANT �,iM T N O T IF p Y T HE,, CITY INSPECTOR OF C0MI4ENC;Ei ENt A 41.?.OMPLETION OF WORM. AT LEA3:T, 2 HOURS IN AD.V,ANL'E. TO '�ICHEDULE AN I, & r CALL 433-0179. va',\ :° HORS r� +, J .�+, '+'' „,T "4t {.,,,... F' • • s : t u r e : , .; I / . . � ' � ; ' ,;,.Dim, ,. :; D ate : _ _ _ 5 / k •k •k •k k •k •A k * •4 •A 77 •k •k * •k •k 'k * k ' t*:* * •k •k k •k k k y r •4' ;*';•,‘ ; b k :k •k °k 4CA' •k •k •k •A k Lk . k . ; k f ' / � 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 • • • •4 APPROVED FOR ISSUANCE .BY`. `t�.lf;],3 .. .. x , !y -<� , .,,•.' ° -� n Issued By: S . - o = . . �•° 'r �. `' R • ,; • ° :,: . < • ,.",; s f i t e : Autho ized Permit Center 1 Signature ' k* ' 4** k* * 44• k* k* k** k• kk• k•• 4 * k'k k' kk*• k* 4 *' k' 4 k• k' kk** 444****• k*• kkAkkkk •kk•.v'k*k•k•k*kkkk I hereby certify that the permit holder whose name and address appear. on this record has 'satisfactorily met the :.tandards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date -- • ,., ....... '. -. - __ _ .,...�e.. , ..........a -s am -«. , . .- — ..-- .... -• . •' 1- Y "• - ---- w-.r T•- f —f --..... +,.,.- ....«.,. • • Q.. C' . CI r•i OF TUK.WILA • Add : 37 130 ':,T Permi tt No: PW95 -03115 Suite: Tenant: RIVERTON ADDITION - LOT 15 Stat cis : IS'S'LIED Type: PW -CCAS Applied : 06/21/1995 Parcel #: 734560 -0945 I. _.ue:i : 08/16/3995 A' •k le •k •k •k k A •k .k •k 'k A k •k •A •A• 'A k 'A 'k •k k A A k k it k k •k •k * 'A k 4 'A 'k 'k A k A •k 'A' •k A k k A' •A 'k k •k k •A •k •• k A it A k 'A k k• •k A• 'A 'p k *#, * A •A Permit Conditions: _ _ _ _ 1 . Tempora }' ar'o:.ion �conr. r , to ;d4,- . :rni17l, ,ti "r.:e.'• *,..� ffi ,4 k�e,.,, * r , m pv 1 rlted as the fir . t order o f rr 5%ri e.'�•s°' "�.`i" ' i • e v e'l • t - -• e: „�i Ii t it.. t ion o f •f - ite or into exit Ii" 1'" <'Eor• i nage tro i veway Al- 4inage� faci 1 itw '��,,,�,,�� 2. The dr a Iatis�j+'•6e de s9,47f1�A1 + a nd ;'� oiled o ,, ' m the d r'i1.* 0iiv' do oes n,ctk l iv le•: aw ,oj to;fithe e , �, t1 t •t, ;,ng r'� .,, ,surf ace . 4447 � Y , � �rsrr' ` Driveways tir the - ied fgr;,ca iiinimuin :cli..i.ta c ,dt ' 0�' t' ?m the edger / e.}" ing road pa', epe. rit . `' 4 . IN'..TP.L ; ' 1 ' '.. ! RE'I,,NrryRCED CG.NCRE;I;E, `gli j`'JERT PER l 3 � I a T•r' � �P F' :� rU ,. v � ':{1'ANDi � C00R0 MAT, E WITI-t " FUBI_IC W01,3•i�;'_� UTILITY 4 .1,N':;PEL . ` � GREG 11�r A lI 11,E VA 't433 -0 ^79 �r ° "` WI,.L BE : , ` ' REOU KO R 'S TO h 1 DRAI C !I L V EF T '�° 10 ,k,' :, N.� 5. DRIVE •.WAY WrICs`TH :�I1ALL BE•"' 10' M}'N-IMUM.....AND 30' MAXIMUP�. ' "':!�tr '' LOP Eli; 1LL 1B '41AXIMLI M'iI F�..., TLIRr4' ,i'N G RADII ''311ALL `� .t.:e \ ; {\ A MINI IMLIMc,:0F' FrVE FEET:• // •,:::,,, •,,•# „,..p ' . 4 , (!;A4 3 1r v . ..r \ ' S ! k V ti ,i r) v 1 f ,f- ' .,r^ ` e ,N 4 � h , 1,4.+l, • t i• i j ` ] �r'1, / s \ it , w r \ . ,� �, , ,, k l , j }: 7 .. 4 t N -�i 'ea7, +. �`' ux ;, = 1 .r J e' 'rs. :- -....- „,,,,,.1 -$ , +.ti;', , � to o • ti , : ;, " °'\ ` a ``, A rte. ,r'r'i!f.,; -. 1 \y 4;,, tl f '' ''',A. ) : ) \ \, � erg .'', }) II, 4 `b+ ;4 .: � IA 6`''s r • :K•� lw ,..% ,f{ ._, t o 4 �,� ,.,.. i ? Y A - e4Yil r Y . 1, u W cy (ti 4,,; y , $ kw ird 4/ `• 1 ' „y, i'' ''t tie `r, :.c. a� 4 g Pry /f:.4r' V . , ' .y:i:. 4 V , Yl 's k' Y ' ;r`"•F+: , -/"' ' r „/ ' A ' ',, ,:_ ' 0 1 r , •a t 4+^v yr ::YS+ U! y ed•`: -,r tea%' I . ■ .. . . . .. . . . „ „ „. ,.. ._.„... .. .. . .... • - INLt* l F)Le- ( 4, .. k . LAND ALTERING Permit No: PW95-0206 . Issued: 08/16/1995 Status: ISSUED Approval Letter: 08/0711995 Proiect: RIVERTON ADD 15 Expires: 02/12/1996 Address: 3716 S 130 ST Location: 3716 S 130 ST.. LOT 15 Parcel #: 734560-0945 Wetlands: Watercourse: Slopes: Y Contractor: URBAN HOMES INC License No.: URBANHI050BZ • TENANT RIVERTON ADDITION-COTi,15,,.:,..,:.,%.,-,, • OWNER RONALD CHARLESWOPTH- - --:::.,,.,...:,:;,., Phone: 206 859-1440 , - - 24922 111THAVE'SE 40, KENT WA 98031 CONTRACTOR' URBAN HOME'S:INC, V ,',' %. ii .'' Rhpne: 206 859-1440 24922,, i'AV'' :1 NT WA, 980:13y1; ;<' ' ENGINEER SPERW8AVEtAS7,NOt LICENSED „ ir .;,,,,- Phone: .2O6)455-4716 CONTACT RONALD CHARtESWORTH,,..: '''''-'—", "; „,,K Phon206)859-1440 24922 111TH , AVE 4 ;..','; ' KENT, WA 98031 - .'e , k A A 4 k•A * * * •A * * * A 70/k/f4A *le** 41 **k * *'1‘ *A • * * A4 ,k A' If :A * * * * *AAA A 4;:.Ak **ilk * k' * A A •1 k* *A —1‘ 4 i A A — k •k k Additionalf/Description* .. -., LAND .ALTERING FOR CONSTRUCTION OF ,NEW SFR , , .... APPROXIMATE'LY 100 CURIcYARDS,OF FILL. "- -- _, —::::,, ..,,:.,:;,.' ., ?•:\ Grad i ng/F ill' ( Y ards) -Cut : ''" - - --1.00 Fl 1.17:Y Total: _ • PermiitiFee: i' . 1, i 1 /40,.coun t No : °CV/ 322?) P 0 , T P 1 an CheOK : -";, ':' ,,,--:., 1 f i v ,,T i „ c c o Lin t No : 00041 f ,, t ' A * 01 '` !, 1 I b \ i't el ":1q A '';? - ' , _.„,,,' -/ .-, ,, I A\ '. N 'K., A c - 6;4;n t No : o op t 32'6 .9 I )) , . A ...›- To t al ? Fee. :, " (-( 37/ , k, \ ''., 'T \ V kra t ip n : , =,-..:7,47A10 p `4, - \,.. ts!N '1 t / l Alm i' ,,.... NC I N 1,Kr k A ',, ,. • k .....f A , r!gn....„ 11 A .A, .0, 0 * 'A 'A 'A 'A * k , lk, * A * * * * A q4 A * .* 90* . 4t k * kA k k ,, Cit.* .:iXt.k.kk •A A A •k 'A A k •11 •11 A k *ye •k * * * 'A • •ii . 4. T .4 , .51 ‘ .. I N, 1 v -r.,r ; fl -N., I hereby Ati,tv that I have read and eiiimiAe5it.-h4.s.apermitianli e same to be trueci All provision O't4f1 a041oDiinaeceS7citgover lig this work will AcopiO r ied ,with, whether sp09 he.ceilbr rot414 1 ting of this permi 14Res,,,$)4A plsume to give a t th(rit i y t late orAnc.1 the provisions t.*\'any other sta te or local la wS y'elu aelpgconstructjmyor the r Vi, ,..,,, "la: / pet tot of I am i authorized ,O.) sign Av and" this , „ 0:09-mi 0 Altering permf:rAThis tshall become null arlziloidOt. the is not commenced withtkv1.80 Alos frord.itTie date of issyance,or V4y is suspended or abiin09ed for a period from tife Iazi _'.4, THE APPLICANT MUST 'NOTIFY THE CITY INSpECTO)OF COMENCEMEOVAND COMPLETION , , OF WORK AT L-AST 24 H ADVANCE'.-TOUOINSPECTWIP.CALL 433-0179. f:: '!: :„::, *.•:.,..,'"' ',.,''' ,,„„;:......,,,l) , V :.-! --A, ,..c. L , .... - <.,; - .:':-:......p e , S i gna ture : // • .',' _ 2 . / ' 1 , 4 ;;',L;;;ELV., -- - --::- DF le 'A 'k * * •A * h * * lc; k • * •A * 14 44 k A A •k * - k * •k •k * **•*:* 0 A k let, 0: 4 A * •A A * * * le * A * * * k 14 * * * * •A •A. •A k A '4 A k APPROVED FOR ISSUANCE: JJS Issued Bv: V\ Date: IC \L2 -15 . 1 Authdbized Permit Center Signature *****1.4*.A.4******4* *A****Og*********** 0 (******************************A*****A** 1 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this I project approved herein. Final Inspection Approved By: 1 Date: Inspector Signature , ii .. . ...,. ......,_...,:,.. .. w ........... .....`..... ,. ,.,,,,,,,,,,.,.., ,,...,,,,,,.:..,,..w•rr rxcr.t*Mwmottms7r.°St F- ''`tYdi9°'+D (..:. CITY OF TUKWILA . Address: 3716 S 130 ST Permit No: PW95 -0206 . Suite: Tenant: RIVERTON ADDITION- LOT 15 'Status: ISSUED ... Type: PW -LA Applied: 06/21/1995 - Parcel #: 7345611 -11945 Issued: 03/16/1995 'A' 'A 'k •k 'k k - k k 'k 'k •k 'k •k 'k k k •k 'k 'k 'k k •k 'k 'k 'k 'k k 'k . k k k •k k •k k •k k 'k k k t4 'k k k k 4 •k k '4 k 4 '4 •k 'A k 4 'k k 'k 'k .k * •4 'k 4 •k •4 •k k 'k 'k 'k k •k Permit Conditions: - .,_. 7 ,�., 1. Temporary erosion con tr`o-: 11 ..-.----......"4.7.!..7.-,,..2z,...,„ ,; li s: 1 ; k�e,,,,„imp1emented as • the first or der of b- s:#ij '-~i<o pr'everit`"s- 4.1hi1 'f•:ption off- site or into e x r�.>.•- '"_•`torn 4rainag� facili I. 2. Haul in over 51 :6>V71'ha l Ve tlit a ap ication foi'•t ''aul inu Permit prior (ny ass i e, +:w v t , 3. APPLICANT L F1?L'r�'�iwG .SOMMENDATION' OF GGE TECH ENGINEER P , �El��. '. /r' - µ f:Nt,.NCER"! I'Nl� #�� Nd. FEPJfpr ATED .. ,, APRIL 23 " 59K o oe och 41 d)' . ' hA\ C....,,pv or& e 'ibe :. ,,,,, • q ' • f >�' /S ; p 1 'r ' 4 9 p i p a Y :ant X F ,.,w . ! ».n.,� r C ti 'R { l 5'.° . -,..,, t} (4,..+014 l" f1'- ilifli ;' r ti. ., 7;1 I �. 4 1 rr q x; error i t 0 ).„. 4 ,, V 4 '(. 1 1 q,„- ' . -" 4 . .`. ' \ l‘7.— ''''-'7"-- 0 i.wthr — 1V A . C.,. r / , d t rt 0 • 4i. s i■flt il 1 .;) '', if ? 4) - -wc7 1 ,,,, t., l'''\ ,.-,, \\') i'D 5 ' l ittt i f/ ' y y ,1( r . ` 'f.+ a �' if ' 7''ii g' ,;hi�'l rfa�.a `� •J Li; S$+ ,) / A 4 ' 1-..7 il ''''',l, a„ - •� �k / :' s` ., '• {,j it 'fi r + e ` ✓. ,y1,1 tit `': ,,, F 1 t '` 4 t ` ✓Yi ...... •. «... .-... - -.. 7:1- +�u. - +�"�'••���[� ' -.,ate I� . ■ • • • • n. - . p t.:Del F 1 L—f-- � � STORM DRAINAGE (.. ' . Permit Ni ... PW95 -0207 Issued: 03/16/1995 Status: .ISSUED . Approval Letter: 08/07/1995 P :••o i ect : RIVERTON ADD. 15 Expires: 02/12/1996 Site Address: 3716 'S 130 'ST Location: 3716 'S4 130 .4T.. LOT 15 Parcel #: 7 -0945 Watercourse: t Wetlands: Slopes: Y Sewer: VAL VUE Water: 125 Contractor License No.: URBANHIOSOBZ TENANT RIVERTON ADDITION- LOT 15,. ..,-..�..,:....,,._ . :?WNER RONALD CHARLE'S4WORTH . - •:-..,,v :. `. :. °<:. ' ; : �w : ;; •. Phone: 206 359 -1440 24 922 111TH AVE SE' y #,L',::'' r CNTWA 980'31 ,` .'• "° :ONTRAr.TOR URBAN HOMES INC•r;fz:' : . ,:'lain. : 206 359 -1440 24922 - 111,TH AV`'SE,- #8,, +l' :.ENT WA,9�80"31 `- :;'t.'�,, :ON'SUILTANT GEO'SOURCE `Ef GINEEF,`IN'G ` '3,NCt 5:....• .. t; ,P we z:, ,..;206.) 771-1282 P.O. BOX'�:i2> 68-, MILL * CREEK. WA 93082 i " ,. :Y'' .: ,,' ,,, •M •k •k •k• •k h k k 'k k •k •k 'k k k k 'k h; k ,h 'h •k 'k k * l ' h k k h •h •h k k 'N. k- k 'k •h tk ' A k k /v * * k •k •k A• •k'h k.;k . ;k k •k k •k 'k' A•.;k'M.;k •k k •k h •k •k 'k k k •k •h •h k Additional Per'nl ;Descr''ipt.lon: ,,D.• A,. - z �;z INSTALL 1 �','': REINF'ORrED CONCRETECU,I:;VEP, i3 T UNDER DR I,Y t4' " 'P 'it ; , 4 ". ' ,, �, 5 MINU5�':;I.RUSHED ROCI: i .T,HC' WAY UP`; I'�« REQUIRECit= "A, n .�L', \;, TURNOVER�''DI "rt_UMEUT FOR' THE ':,.TORM\D RAIN ;CULVERT WILL '''',, ,IL „ `” ti '.;D� { ' ' •;' ` 4 BE RD:MI�RED , ::'FOOTING' DRAI,N'��'' '.:"4 Hai 0,.....0 E{ TIt3HTL INECr "'," ,, \0,,,e ' : '`'t t & CARRI,ED,'ACRO'S+'Sr THE PROPERTY. D INTO '` ' Q V...'t THE LOWER GRAS' % BLACKBERR' ° VEO.� . TO, THE ; NW: ROOF ' " DRAIN DI''SCHARGE FROM ' DUWNSP UTS 'SHALL R N`• 0t4TQ, ;;t 'N.;' 4‘ ; . f fit.; r �I- , � �r , S4PLA 4HELU KS AT GR'�U,ND_SURFACE a F� RAE,TAIL'S ,'SEE y�_ 1 GEOSOACE LETTER'''DATEG 7' /':�,1 ; \9S=iWHI'�CH r TTACHED 1 `,.. 11 r ) . TO THIS PERMIT. ' ', ' "; Yi.a 4�'' ,. Existing 'Square a l E ' „ ,; Feet \D Add • i t i, 1 'S oua•r',e Feet. New ' U.a r'`e, 44(=r e t r -.. ! . , + ,_ ,. ' > !; + 4 i 1 t ' ^ .. .;t, ''''' ‘'4 - 1„0' 1 04. 1n , f f ' �, ` t-,,,,-s----,...„ ti " r ".' % � 7 , "''{ t V I n : i r A. ,/ ` - '' '' '' 1 ,., .e- 4 :‘ j i + pe ct ; ,ion "1 -e,e {;, 15,00 ` .�' tz. Rcct 'Nx " 4Clu `% i W I f � F e 4. ,,•'' (� I? c` ' e Plan C 10.0 0 .- r-,, <, _ '' �'. ' • ", W ,, '� ., r:.Gt��AfL�. tll0/ r.t.� TOTAL' Vii . C1a u f '�. "' 4,t, ! ,sp ,4, , / ''' J \ ` i r ,•- / a King County Va stion:< V ilu, 07 uci+ion , •k •k •k k •h •k •h •k •h •k •k 'h •k 'h •k ' k 'k k A 'k 'k 'k ..L A�D •k k :Q :h k k •k •k k 'k k •k 7 k k h k •k •k 'k •h •k •h •k k k y 'A 'k •k 'k 'k ), k •k k •A .h �k':k •k •h 'k k 'k k 'k k •k 'k 'k •k y' accept pe t. t e s I hereby 't ; an i a4r e to tib i dL � =J.'1 n u '� � 1 S•���} e � t i ors:. of the City of Tukwila Mun i �i�cipaV Code. We •agreeD,.t'h' :t'' the Citv:.`i TpG::w�F1a : shall be held h'ar'mless tor''a, °l`any or any claims, arising ar'i.. s] in a a result of « pr'o N ' � .L � ,�S Permits which have Tapped beyond the te`xp 'r'at'i on date sha,).lr, M t � ] 'r�,e'qu i r'e a. re-application and r'ei's s�iiance of the '��e;t mit' oug h the =� 'ty at i,1t an additional f ee. W +;. ,. ?i . ,:; v ' ::.. ,,,,� >,..'4, ,,r; :. THE APPLICANT MUST NOTIFY THE r'I I.N�FE T,.O'P or LUMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -0179. Signature: ___ _ __ � ,_ � ► 1 � Date : ___Dij6,L_2 •k •k •h •k 'k •k •k •k •k• •k •h •k •k 'k .k 14 7 •h 'k 'k •k •k •h • . •h •k 'k •k ;k •k •k •k •k 'k 'k 'k •k 7k 'k •k •k •k 1k 'h •k k •k •h •k 'k •k •k 'k 'k 'k ' k 'k k •k •k •k N •k :k k 'k •k •k •k •k lc*** i •k Is •k A APPROVED FOR ISSUANCE BY: JJS n n^ • Issued By: �_ a • � Date: 2 9 5 Autitr'ized Permit Center Signature 'k •k k h k k k 'k •k k 'k •k •k 'k •h •k 'h k % 'k 'k 14 •k •h •k •k 'h •k 'k •k •k 'k k •h 'k h 'k •k 'k •k !, k •k •k •k •k 'h •k k •k 'k * •k 'k 'k 'k 'h •k 'k 'k k •k 'k •h 'k •k •k •k 'h 'k * •h 'k h •k •k 'h k 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 I'rtspection Approved: ' • • • . . • • C. • • . '::IT'r OF TUK':.WILA j Address: 3716 S 130 ST Permit No: PW95 -0 07. Suite: Tenant: RIVERTON ADDITION- LOT 15 'Status.: ISSUED Type: PW -'SD Applied: 06/21/1995 Parcel #: 7.4560 -0945 Issued: 08/16/1995 ' 'A' 'k k •k A. •k 'k 'k •k 'k •k .k '01.k A •k 'k •k •k 'A 'k 'k 'k •k k 'k 'k '4 'k 'k 'k 'k 'k 'k 'A •k 'k 'k •k 'A k 'A •k 'k k *.k. :4 •k :4 •4 k 'k •k k 'k k . k 'A k 'k •A 'k 'A k 'A A k •4 'k 4 'k 'k k '4 Permit Conditions: .,�.�.K� . ".a.:,. ,�.. 1 . Tempor ar y ero .ion con trui:� ijaef :rise �, ltkkl, be.. imp1emente s . the t i r t order of �bt ri. f` S•'_ tii "prey en't`° c at ion of - s i t e or int o ex i 4 c _7T-" e t o r nt 4,r • 3 i tlanA f a c i 1 r ter "e.,,t.„*,. . ':;TORN DRAIN CU rCig.R: "�U�iGCT.NEW p IVp qY To 3E' 12 '`�,• , P�FORCED C'.ONC'.RE PIP,(' I t - 5 /8" M til �.. 11r:JGi::; PL. T E W ; 'F,._• CONTACT PW,,�y •L IT' ifiiPE TOR, GREG VIL *LANI:�EV, ',e.:'3 -0 r9 P R I CI R TO V: L V E R I I+�t t`r L L n'T 141h4 , ', �1 C, 't 9? p. ',� `� 3, TURNOVEF ' • C ` : IIMEN'I . FuR 1, cULy- T WILL BEaRvF '' � \..' 4. It i; nC�l -etitinrwreided ;frog � m dr ainaA, dr. ;i ns ,. cer'tif4 by a ' i�` s n.eed tnhiineer•; o• herwi::•e, tii" c Thtall- \! • assum�s�: 11 1 i ty •tor tb. '� le,iif r1 ar),f`i"�anv :.ubs•e�xue,�,rt r• acted`. f -0: 'a ;,›— 4 ' --" 7,•m , g ,.l, � ` 7 1 ii ll� `•'t ::" ' ... f :ft n .'r''''''.,, 1 rJ r '{• . r SA ` ` t` , "� ty �,� .! ' —,, "-3 . � f 4'� ?0) .0 ) . :o , r,4 ; ` '4G ;f. 1 . ! 'w .4�`, w �, .,....^ i rrA i . .. 4 .4,—„,,,,. , ! ., -, `. , r. ,1 U Gl ; ,P' 0 "� ::r 1.—, 1 / ),La. _.'4., •..., '\ it N • s.' ,,,_, w` lip. >ri:t, t 1� ,. A r t � •�' ^ �• \. ',t�.rP� y : � � '` �a v � . . ,,, t ill {' \ '4 . 1., 4 4 * II l t, / fe „I ' /,`,....--`4............It, kt, '1,.'', ., 1 ) 7 ,,/ \ ''‘‘,,‘, q 1 , ' is.,. , 4 , , . "i 2 S ! r C . ,, l • 0 .,� ' Sr ; Vo ", h. M • . ,,, , \ , � '.. .r ` Rk tl' 3 /F ■ '`ti �"i 9‘..,,, w + 1� . V 4c I j j • I - • S9s- o/86'" .���..t o .; . City of ruk !1a Applict; 1 p qf,Q// ] ;cc r' /1 • \-4 % Central Permit System— Engineering Division . ' Is 7; ) ; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (2 , 06) 433- 01779 ' . - �,� UTI LITY PERMIT APPLICATION . . . - awl PROJECT » :- f Site Address S, / ST .- k.KUc1/ GA- iv ,4 ItdFC?Rl1AATIOM N ame of Pro ect: '",( i, A A ,g A) —' `' � � -g , • Property Owner: IA A • rra 'NT • ✓ dr WA Phone No.: g' • - . Street 2.2, . I I ( ROE . sE • 8 • City /State /Zip: .. A ,; 930 ) SrEA 05 19' 1/(- .. Phone No.: i/59 7/63 Street Address: I j . i ' • ' ,t, 4 .- W y City /State/Zip: . 4 A .6 - ?"0 L i Contractor: • CS/I , j f`) E) 1 . Phone No.: • Street Address: City /State/Zip: • • . • King Cty Assessor Acct `� . f � I I 5 "' ontractor s Licen se n: U {¢ /5 , Exp. Date: -- I. : PE RMITSUM ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑ Prrvate ❑ Public ::REQUESTED'::' 1 Curb Cut/Access /Sidewalk f 1 Storm Drainage ..... "' "" `'' "' ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: . ❑ Street Use Ptn1 LI S" t1,A ' ❑ Flood Zone Control : • ❑ Water Main Extension ❑Private ❑ Public QS -- 2Ob 20? ❑ Hauling ❑ Water Meter/ Exempt:- No.: — Sizes: P w � --. lei. Land Altering .1.00 . cubic yards Deduct ❑ Water Only ❑ ,� 4 0� 7 / S ❑ Landscape Irrigation N / ,4 ' . Si Water Meter / Permanent - No.: _..L.._ Sizes: /y ❑ Moving an Oversized Load ❑ Water Meter/ Temporary:- No.: _ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: Val Vut i5' Sanitary Side Sewer - No.: 1 ❑ Other: ' WATg9,:toETER; ;1<: ; Name: 14 R 8 A' (r a " );0a . Phone No.: ?:REFUND /BILLING::; Street Address: S%fil i i-A O City /State /Zip: : >:MO.NT:HIMMIN I Name ' • j • L in I .� C . Phone No.: SERVICE'! ''<' >'» >> . • •BILLINGS :TO<'; ` Street Address: s AA, i, Af,,„i Cit /State /Zi•: Water Wi Sewer [I Metro ❑ Standby DESCRIPTION?: OF >>;PROJECT G6 Single - Family Residential ❑ Multiple-Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: New Building ❑ Remodel/ Square quare footage of original building space: • :.INFORMATION; « Square Addition . Footage: /57 5 Square footage of additional building space: King County Assessor's valuation of existing structure $ ,� 5 c Valuation of wor to be done: $ 9 5 / i..,I : HEREB `CERTIFY I HAVE' READ THIS APPLICATION AND KNO,W.::THE SAME TO BE TRUE AND :CORRECT; ;: Applicant /Authorized ,� f / / ontact Person • A -n i•n. r -• L/1/� . / A � 41 - �.s � glint name)• • AMI-O ,. 1i - eft., Print Name: o/J/4 - }-,I,• -,SU)r i ,'' - Address: �, Date: Phone: op �r �S _.�......,� Phone: .S` yyo Date Application Accep ed: JUN U N 0 Date Application Expires: e,.- ..fre, 7 1995 ___ ._._._._ L _Date 95 PERMIT CENTER 04/22/92 Y OF TUV.W1LA.' • l'RANSMIT 4 1RtiNSMIT Number: R5.160048S Amount: 42.00 10/0,3/96 11:49 Payment Method: CHI:CI( otati on: UltBAN HOMES SMC Permit No: 13-0136 Type: 9-BUILD BUILDING PE1214I'l Parcel Na : 734560-0945 Site Address: 3716 S 130 ST Tot 1 Fees: 1 s Payment 42.00 .. ALL Phits: 1,292.25 Account Code Description Amount 000/322.100 BUILDING - PES 42.00 3681 10/03 9619 TOTAL 42.00 • .. L .i31'Y '.�: '.e r; t r r<1 JJ i ^ , t' Al � !'� ' r r. f t • t ` d' { "tr�'l s. •;FA „ .r ta .�„,.q ..... y.G.1.,;?^e 9' iq e '� ��. fi,: 6 Rt • 1/b 5x0 ►,... oA* *A4 * * * *'A•k* *A•.* *'AAAA * * *A ****.A ** * *A'*A.AA **4k.A*' *k *AA:1— Allthh*Ark* *•:, CITY OF TUKWILA. WA -- J l(� " TRANSMIT ** A * *A * * *fit'*•k* * * * *k•A• *'A•'' **A4tA k*' *0. e4***' kA' k* **•* *4•kA4AAA•k **.kat* TRANSMIT Number: 94002743 Amount: 759.50 00/16/95 09:58 Payment Method: CHECK Notation: URI3t,N 'HOMES knit: $$MC t?,.r?mit No: 'B95••0106 Type: p-•BUIi..o BUILDING PERMIT Parcel No: 734560 -0945 Site 'Address: 3716 S 130 ST Total tees: , 1.250.233 This Payment 759.50 Total ALL Pmts: 1.250.2 Balance: .00 **** s 4 * A*' kz AA* A*' A4 A*'A***' kA* ** * * **A * * * *AA **'d * **1* *4k *k * *A* Account Cope Description Amount 000/022.10t BUILDING -V I?ES 755.00 000!306.904 " STATE BUILDING SURCHARGE 4.50 • } i S . tt . ,, r ' ,, r { . a y a t . .,�, � + •i', 5 �r t c 4 .t 1 ✓• 3.t, i t ti` Jy , '� 5 1 . 1t.} � IF ti , ' K�.•; :i � r 74 t a a ^"t ; . t . L } , i�. �' • r "` � g � F4 -r �� ' ., .... r5 +,5i its '44,4 ''•i4 7 : 6. - s' . + ,, F. GF't ",c(S •q•2 r .,7 '�77. d : . F ds . `I , r? . >lA � i p • .��r, •li.NM�i b + + �,:•. ' �M 4 • • '� �'F Fi Y ':r •CP::i'l.. •,,,,,,,' r • y 0,, , /1f \/ , rv � /�+�� (D. . / 5 ✓ 7 * *'AA *h•kA* * * * * * ** * ** ** *A* *• * A* A****** k *4• ** *A**h *A * *k** *A * *4:* *kd<•A CITY OF TUKWILA. WA 6 -0 .0 'TRANSMIT . • *AAk *•k+\ *,b ** ** k* *1:.k* *k *• •k.k **kA. k• Air Y 1A': 1, k. 0.• k/ • h'A•A•k;hk.1. TRANSMIT - Number: 94002744 Ambunt: 25.00 08/16/9 10:05 Payment Method: CHECK Notation: URBAN (HOMES Init: SMC • • . Permit No: T1495-0205 Type: PWW -CC:AS CURD CUT/ACCESS/SIDE Pa:ircel No: 734560 -0945 Site Address: 3716 S 130 ST . Location: 3716 S 130 ST.. LOT 15 Total Fees: 25.00 This Payment I 25.00 Total ALL Note: 25.0,0 Balance: ,00 ' •A * * *;4 * *** A•A** ***•** ***4 *A.A.A****A- A****A*** kA* k****4 * **•ti \fir **•* ***A k* Account Code Uescrip,tion Amount . 000/345..E330 PLAN CHECK - UTILITY - 10.00 • 000/342.400 i INSt' FEE •- UTILITY 1'3.00 . • ' '. f` "rz: 4 . , t } S ';'-',:.•:'i':::; 7i A.j k M ` }! � d r k7 r 0, ` '' � +.' k J .�, jF .,5t't:terr.vl. i,ii„ i .. :.. i'.} :.,v.v.,.. ;l'ALL411;11.s. ' „ !: .. tl,70, :.Fikli.l;Ai,.k i kNA2A' i ;;;N tri i a iu.aG .6 . 1 1 .8 z a411:W..illi Lli f.. .. '�+' . �,.,.,r5!. y • ! ., ,!•.. ; ., 4 ,, , . . - „,,„tip' n • , C• . x' C m.s. .r. ,( c» . '1, s� • • , l” fr Y • .,i � 9. ,C ?` �'�,:; :i • , �. l� it Fit a.':r �:.i1:: 4 t�:. • r ' f .0 ivr 7 ? ( U '� . , ty.l' ' Y' J� t s ri': . kE• s ' `� Sri • i .. ,, ci (...) t . *{'• k: k: 1!r.;ir•A•A•kisAA•A ***;l4c2Ik•le' A•kh•k• :4 **T•*****• k*• A•• A• k•kA **•A*kAk:titk•kIr•l- kk•A*,a . CITY OF TUKWILA. .WA -' 7 9 TRANSMIT 3MIT .. * *'.1* ** * * *•k* * *Irle ***•A•k*• *�Ak *•k* *•k k1r•Ar• k* • k: 4• k• h •h:1 *k*A•kAh:4•+l•k••t* YRANSMIT Mumbej': 9400274" Amount: 37.50 Oa /16/95 10:11 . Payment Method: , CHECK Notation: URBAN. HOMES Snit: CiMC Permit No: P!i' 5"0206 Type: PW-LA LAND ALTERING PERMIT Parcel No: 734560•. Site Address: 3716'S 130 a7 Location: 3716 S 130 ST., LOT 15 ' Total Fees: . ;3' %.StY This IT�IVment ►7.50 Total ALL Pmts: 37.50 ,. Balance: ..00 . * *•A A *•**'A*• **A **•* k* * * *•A *A *A*A *• * * *A AAA * * **A' *A A* A **•A A•k'AA A•k * **A * *A *A A Account Code Detacription Amount' 000/32 8Ul :LDINQ US 22.50. . 000/345. 830 PLAN CHECK •- U6 15.00 4 1 ( i•••,• Y ;. ' ) ,_ } .�;( Y , t• i:'' ., 4 t `. ri r n : 1 � 4 '} } ` s „ , i F t i+- t 3 V 1,:, rt. ; x ,.� �7 d k« j;• �k t �� .y � . �1i1�i� }3' ' r�', �' �il LLt �i` 1: 7�teS ��> tiiFV„' L ' ��A7tid T� �+�tiw .�V <,. c.�:. T } .:i.. i• tn, s;Yli:. ,�.r.(Ss1s:.G..� k �h .' . �.3�� ,4�J �4 Y titCSii �Ii Gii��i. '4.,y ..46+:' i; `�Ws�, e,. . ",-. re-1r4%'''04,: 4 t'. r' . .s r4 ` 0 .. r ,;.rr i 40;.,; ` yW 710ir441VP4�' #n ".r: : M7' s77. •rw2. ..4 1 , Pt fa. • to =t{ # ni•.c't3tc+ t "'• ' 0 hAY,A•khA*Akfrk **hAkh*** ** 1 * *A*A * *fir*•A•*•Ak:1**k *A * *k4k** **At **••1 CITY OF TUK:WI:LA, 41A \N frf�i�.IMl;1 hA•• k• kA• �A * *4 *A* *k*hA *A *hh *hA*>k•k *A,Ir* !,A * * A•A• 4.11A••,1khklr•k•kh•+!•A•Mk *A'Ah•k . TRANSMIT Numbe:r':.94002746 Amaunt: 25.00 08/16/95 10:17 Payment.11ethod: Ciil:Clc Notation: URBAN HOMLS Init SMC Hermit No: PW9:5• -0207 Typo: TN-SD 3TOWM DRAINAGE Parcel Not 734560-0945 Site Addr.cn n, 3716'S 130 ST Location: 3716 S 130. ST.. LOT 15 . • • • , ; Total Fees: :5.00 . This Payment 25..00 Total ALL' Pmt;: 25.,00 , Balance: .00 ** 4. A* Ak*** *Al•'* *.A ** * * *.A**A1*•'k ***0A*41 *A* *A0rA ***A*A- ***A-k*h** *h .. Account Code Desc:rIptIun Amount . 000 /345.830 PLAN CHECK - UTILITY 10x00 ' 412/342,,400• INSt' FILE -- STORM DRAIN 15.00 • , IiC 1 f . 1 {.f Ay t i y,,, , • L-1 '4, Y {{ ' 7 ✓ L xt SA f } t , .; 4 ., .., t � x y' M •� 12^ r.. YI i �i. I � . •f �. r t5 rt n V . � I t .. 1 1 . .f {�" . k�.` ' x a y . k � "� . 1 Y 0 • , t #/ y,r. S":'a,^•.. ,�.� ,a < ' '.. I .. a�1. -6V" f t . .t:{v, w. }, ti ',i.3 :7 .N� .• '.i' 4 7t TL+` 'NI '.0' N, y, ,4 •e.,..r ^ `Wd. F't ?' -. (7i X ' 9 ,t'tk . • t. ' ;•'`y�r ".;,( ^xt2o+ (� ; S 7J.; 5•, . k't Y x • r 7 ,' , !:' v,7 CI • *A * * *k*A ** *ii+4*A ** * * *•• +A *'k AA ** *1** * * **' *•A * **A *A *A** * +A +•A + ** CITY OF lUKWILA. WA �" 1( ?Fit�lfi hi]:1' * **Ah•A*AA k * * **'A•4k•4•' * *A A•k. *** *A * "A•A' !th*. . •A * k • AA *k•A *•Ak•t *AA• *•k *k TRANSMIT Number: 940027.40 Amount: 25.00 08/16/95 10:31 Payment Method: CHECK Notation: URBAN 'HOMES Init: I3MC Permit No PW93 ••'0239 Type: PW•-H UL. MAULING Parcel No: . 734560-0935 . S i t e Address: •3E302 S 130 51 Location: 3716 8 130 $1',. LOT 15.0F RIVERTON ADDITION Total Fees: 23.00 This Payment 25.00 Total ALL Pmts: 25.00 • Balance: .00 A'4 *AAA'>A•***k*A** * * **11 , A•A•* 4**A** Al .>t•31 *4.*A**11/4* ***A•k•k***4 *irk. *** *** *k ** Account Code Description Amount; . 000/345.030 PLAN CHECK -- UTILITY 10.00 . 000/342.400 INSP FEE; •- UTILITY . 15.00 • g ,Rpn \�' m i5s uteD \�J ICJ PPt PA I Li • • 's i , fa ', .' r 7 ti' n ^ :'. . .•ri 4,7 ,� N . t . • s G t '_, l a .. t r. > i d 4 % e `g ° �t>G'� !2, z is f 'ii '� rl r'•� '.�N�:�I. �.1f3 ,.s.. ��.. 'tu v tY . {.w':..Y.• r ; S ., 4 .,'" i�. 7f L.ri� .�f �":..•/i.�� §S.�Ji. t�Srs._�: d.r t 7..^Y 75 �J;. a.. .. _ 17� t'. r.'. i.< r�. 4 �... � 7 �v{° 7�} �[ dtett. fl>> �i2' Itivu �;: ?ro: i .1�k�Y{ ^.t�'I,S,r�.ti.S•,1+� ?.1 :�i71S4t�.s.{ ri4.. : il�i. 0 4hki-kkkk**AkA***kA***A*A*A*A*********44.**Ak****k*A******Akk**kk* GENERA 490.75 CllY OF TUKWIL nn A, WA IRANSMll rucrie 00.75 e90.75 IRANSMIT Number: Am er: 94002420 ount: 490.75 06/07/61;5071 CHANGE 0.00 /Q426 Payment Method: CHECK Notation: URBAN HOMES INC Inl: ' 3379A000 16:39 Permit No: B95-0186 Type: 13-11011_I) BUILDING PERMIT Parcel Na: 734560-0945 Site Address: 3712 S 130 ST Total Fees: 1,230.25 This Payment 490.75 Total ALL Pmts: 490.75 Balance: 759.50 *** Account Code Description Amount 000/345.830 PLAN CHECK - RES 490.75 T\6-n C , i 1 Qs V Re - 112 egs 4-0(g7 6Q, 3-oigg i Zne eijearl -,, r Li INSPECTION RECORD • Retain a copy with permit ib 018b . INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 i (20)_431-3670 r /1 Proieb 0 J L (S Type of inspeption: r — A.s...„ F-A-1.A-1'n in 1.1 , 4.1 Address: '3 ce s s Date called: Special instructions: Date wanted: / I • 13 97 Requester: Phone No.: i p p r o v e d per applicable codes. 1 j Corrections required prior to approval. t. COMMENTS: • H _ ,..; Of i J- , t ', ., ., ; . . r',. i t • , k r _ r Inspector: ( , j Date: ) c.r1 E , 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. .,,,- Receipt No Date: , ' 4 1 . . 1 11R.. ,' INSPECTION RECORD i I i R etain a copy with permit B r J — 0 8 6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1� & (206) 431 -3670 l i P e' t: 1.4 , 51 .... Typo of Inspection: ik) A J ij" I .. I 13o Date called: 1 D _ 9 6 7 Special instructions: Date wanted: U air ` - x p.m. R Uester: .,4gi_EloR f F LAIT> /- Phone No.: ( 3cP 12- -5 _ I Approved per applicable codes. I I Corrections required prior to approval. r tv COMMENTS :: ok.... 742._ 6 ,,i L. , ,, , e„ _ „ 1: . 4 x ____ r' y % i .✓ _ c i .+�6 ,.,� - 1. .7 ,mac : � k _- .1 V add x, 4 A lq # :# d l t . A I l ■ t, R . Inspector 4. , Date: I''f/ s,, L ✓ .rdr AG- 1 1 $42,00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must ;:. be paid at 6300 Southcente""r Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No Date: s , ' FaA..."'1114:: u 'r. 1.'1 .,aii : :i, , . , ' .. s' r $: ..s. .... , . .i, 4 ; :,,. ', 4 ., /:,, ', r . ....... ,... .. «...........�.. _....w .�... ... -. ... -,� _...,._.. w.. ru. r ..r•o...r.... n..u.. «nsv..4 ,,l•∎60 +,414:...117. yy MUM INSPECTION RECORD 1 � b) Retain a copy with permit 4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 44, (206) 431 -3670 Project: ii A I - f p. Type of inspection: y, (* vi + Address: 31 r (, $ � l ` 3 . 0 Date called: O1 f , t Special instructions: Date wanted: / ci a.m. b � Requester: Phone No.: y i 3, 3 6 1 Z 1 Approved per applicable codes. Pj Corrections required prior to approval. COMMENTS: .fir Z. fly,. . J J Ose=ap1 A'.- v„t w --- Au... c-0c k, tAP t TIAIS I-s YO A 3� A V 1 Ar" q P ,> t 4 Q M L Z ` ..al No s 4 J . f L --- E eiN1 A ,-1 — tt - w 0 5.1/4 : z . inspector. : Date : , 7 i c 414 I , y liK $42.00 REINSPECTION FEE REQUIRED. Prior to I fee must be pai at 6 Southccenter Blvd., Suite 100. Call to schedule reinspectiion , s . Receipt No ... Co s i Date: q 3- q (0 r ..r. . ; ,. .. 7w .d• A" , .' wi.,` .,, c ,, , t.' "'A , ... y :, ,-::.. . , .f i and INSPECTION RECORD 0 ;1 Retain a copy with permit 1596 -048 - INSPECTIOf JNO. PERMIT NO. CITY O TUKWILA BUILDING DIVISION ‘ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i (206) 431 -3670 Pro ct •r Type of inspection ar d �es G 1 -, o Date called: ci s 2 0 Special instructions: Date wanted G t l ' R equester ii. f-- CgARi.�.� unu ' Phone No. fe. F1 Approved per applicable codes. I CorreQtions required prior to approbal. ' t''. QOMMENTS• . ;, , , •'e:...),' s „ r ; x- /) ci A 1'` a. „ c ,.c_ .,1 CJ1.rc./.9 ko ji4 vu c , .axis. ( /�, 4/ /I/ /� ♦� �� //}} • r 1 i s r Inspector: ` .44441 Date / � ;i . , 1 $42.00 REINSPECTI• FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection., ,.i #.;, I Receipt No Date: ktai '„ ',,,,,i ,....do.—,, l .➢.'IL± p. via.*a _''ft9va.t iAtef.t uF. "Fiir Atitit e�. {1 . 4?11 A'hyCi.t Y.l'6Z .' ; . • _._.w..___.. _..._____ _ _... _.._ h INSPECTION RECORD Retain a copy with permit B - 0 t INSPECTION NO. PERMIT NO. - S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188* (206) 431 -3670 Rarc1s w `w" I ( 5 Type of inspection: L +KA Address' Date called: _ 2...s _ 9 ! ' Special instructions: Date wanted w Zb - ciL9 3;;, Requester Oj.lARL ,SWOVT - 11 Phone No.: G l , � to "1� ; i I Approved per applicable codes. KCorrections required prior to approval. COMMENTS; Nit iitol �_ ( ; ��u'r'p ai^ f NSPr : i kr.,"`4.11,velL.rritA IP e61"*" ,--_-(C-fL°'•Jr) -,f, V- r - v.n , t_E'r' r (.9" ��&m,-.1(- a . _ 1 SAYS AAA c-,,rA0.. „• _ 3) C ‘AA- r- wv Low 4 s1 WoA' 'fL._. p,,.v.I.A■.\ FIWl,r. V+aS . . . % t inspector: / Q _ Date i r I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Receipt No.; Date: As . -v...a:,,.o °- • _ r•• ..,...k.. .•” -. es ''' %o:i ,. . . . 9 ... .r9. , . 1 rrr= 11 • i I I NSPECTION RECORD i Retain a copy with perm 5 _o t`b �D INSPECTION NO, PERMIT NO, CITY OF TUKWILA BUILDING DIVISION % 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: i ',� Type of inspection: . l j "\1J.J Pd - h \ l noJ Address: 1 D 4_71 Date called: A Special instructions: Lo _t (c3 Date wanted: am. , P p.m. -Q� �� {�� Requester: : VW qs o� O(O LP p / f wg e5 Owl 6 h one N . ( I I Approved per applicable codes. { I Corrections required prior to approval. COMMENTS: '` r ii Y , • Inspector: 1 I I I �j ! � pate 5'1 I I $42.00 REIN3PECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:.' I Receipt No Date L :. ,. .i�'. (. i_3r 3 ;•�,S, '�Y'K{..w 'r.R ,�. i .- � .1i�. bl INSPECTION RECORD 0 .' 1 ! Retein a copy with permit • : to CITY OF TUKWILA BUILDING DIVISION N, t11 l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �, - (206) 431 - 3670 —PPM: i ti ezo ►. — o - r 116 ype o ns• • • R L ` t ES __ . Specia nstructions: Date Wanted: \ '2- - 1 - C 6 6 PAL Requester: ( I AD ( Wkl a- Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • .` — w r hJ [Alt I..t,�rn $ i V APart- t A4%.5 t_ t ►-+,..� {• ...1 w ltd P tzo i • Inspector: _ 1, , , Date: /....2„ ,7 c 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must paid at :t. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Bac* No: _ pile: L A.1 .u . .,l1. 46 k kr - ,a . 4. p titr,4r�.e ,ni #! r`d4titi tgaia#tts u si c edi..d......, "• 'L INSPECTION RECORD 0 Retain a copy with permit 1 . - , 0. . 4:d, t , yr./. CITY OF TUKWILA BUILDING DIVISION " t. - a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ iv o 431 -3670 •r. 1�RTor1 - 15 'P eo ns.:« . - -_ .3..f int/ . 6 1)o• • :. nstruct ons: Date !ant .: - 3o 96 am. a.m. Requester. -7 ^`D r LIAPLESWDR. -1 c Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • • • • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • I -5615 1 INSPECTI ®N RECORD LI Retain a copy with permit 01 •� • . PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1c �,� (206) 431 -3670 Project: IN -o _ Li - )5 Type of Inspection: 1' {� r „ /� Addr ! 5 ) 5,0 5`r Date Called I ' _ CS ■ Special Instructions: Date Wanted: am. m. Requester: rpm NA is Phone No.; Approved per applicable codes. ❑ Corrections required prior to approval. COM ENTS: Inspector: WV A ,. Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. uiat.r.ss .....”...1,144.4.11 7.A r1.1...'?441.14,VM. ° INSPECTION RECORD 1 Retain a copy with permit 1`6142 V\\ PERM' NO/ • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Lt%P. (206) 431-3670 lzre Lisr 16 Type of Inspeoli&i: • I •:* S 15 sr 1,:istinn: s sp:•. nstru ons: bate "ant: a Requester:R Phone No.: qt,C )(4 14 0 tk Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: A I "f; L Inspector: Date: I $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0, „ . — Mr" , L 4-1;,%. .14,'1'),044;•`-*' INSPECTION . RECORD Retain a copy with permit t Co PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' \ V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 till . (206) 431 -3670 I Proje " (c�N • 15 y pe o ns.:. • . R " I t, 31 1(0 � �' ' �C� ST. l e :R70:. . ' ' _ 1 —. j _ c15 Special Instructions: Date Wanted \ -20 9s am. p.m. Requester. ij R ` I Phone Na; r 5 ' J L L Q ' "1 O Approved per applicable codes. Corrections required prior to approval. COMMENTS: r ( ) • • • $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt I Gate: +tir '0 7 I N E ' .T N RECORD - 696- Retain'a copy with permit PERM N Ca / CITY OF TUKWILA BUILDING DIVISION '� ✓ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 h (206) 431 - 3670 r ec:.1 ER�C -- , LoT Iij ypeo nos ..n: FRAM 1 h Addr ii, 5 130 .r1.. - Date Called: 1 ` _ ! "T Ll _ 9 Instructions: Date Wanted:II 1 - !S -c16 () p.m. Requester l\s r}, ,AR..�. • 11.4 i t Phone No.: gL5G1- i 4i-10 ❑ Approved per applicable codes. i e.., Corrections required prior to approval. COMMENTS: ' 1 (Jae, '/1.2.1 . 77.-, jt /I/I/A-r T 4 /1 044.,,,.b 7 / O ',e.{ 6111-- �, 1 /,e{.� 3) Th / T, ‘, )14._ 3-0,e 7 4, it , 4 19e a4-,74 c ,. L*' -a . / . 40 / (. 4,1,f-- P7 4. e ve.- \) ("907, i"--;/ ,�K,A4d'sI ' e ,4/7 k,4 5/4 - / - 5 ' .i r . l /. .r. ;f i 6 4,5 pi.7-2/57) !l'' 2)elleAlCk-C? l Ins a: Da te: I ri , ; , it. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recopt No.: --112e: mat,':'. r i. , ay` :< %r 7� Le j . , nP.•R n **: t..4v" 1 .f; , , �` .'A - 1 c7in Si6':vAli :.... �...�......... «,. ....w......w.... .._u,._.✓.- �...._...`.�...._ .... w awawawaw,..> m.. or.. nm.. o.,: criv. ��riu,..: twt :tc� <;:G.,,ys•.r.SL *d�i�._". }. 0 INSPECTION RECORD A'S Retain a copy with permit 86 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :V - (206) 431-3670 •roe.: 4 0, ypeo ns•:..1' Tess: :. Sp: 4'1 nst coons: Date Wanted: //- 2 -?S Op.m. Requester: } Phone No.: g Approved per applicable codes. ❑ Corrections required prior to approval. — COMMENTS: n't iv AMOK Date I r ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ub ;Y= 0 INSPECTION RECORD C O /39,5 Retain a copy with permit Cri� ��. N0 . CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981= = j + y (206) 431 -3670 •roe. ype o nspect•n: ress: •- : • .: r Special nstruct ons: Date " :f t — alb P.m. Requester: Phone ` 'a Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: f .• I I •4 I f nspector: Appeoppoinumniff ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (�ie�ipt No ; Date; 1 MOP INSPECTION RECORD U • Retain a copy with permit 11 VO CITY OF TUKWILA BUILDING DIVISION l ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670 Project] 1 16('� r 5 Type oflnsiacrr- - X7110 5 � `� Addre h Date Caller' jC'0 a r� ,r'► i Special Instructions: Date Wanted: Cf Requester: 120AI R1 -� None No.: .369 X40 ❑ Approved per applicable codes. ,‹ Corrections required prior to approval. COMMENTS: / , • Per S / L 1 .. , 6 6 el 46 fr 4494, 5 ) 04 _ • (Inspector. _ Date: } ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i �_... __,_ ... .. _,.0 _. a L.Yw .., ��ir«..- . `'�J!klia/i...,ars !:r t 1r.blSetbaAdsiM _ 't.�.t��..��i.1....�... C......Ji `• • 0 ' :I INSPECTION RECORD 0 Retain a copy with permit • • (S • - 1 • CITY OF TUKWILA BUILDING DIVISION i k r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206) 431-3670 irgar) ,.. gm ts.s is ts■vr. Type of Inspection. FA Addra-,x.. )1 6 13r sr II: e 9 . s Specral Instructions; Date Wanted: 14) Requester: g (A1 am, gr — Phone No.: 14 • CI Approved per applicable codes. Corrections required prior to approval. COMMENTS; M .1 i el nspector: • o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' ,Ozocii4-141144.14,-..;:-.1:14'40.1-"k44,''-dzistfekt, 0 INSPECTION RECORD • Retain a copy with permit o. • • s. CITY OF TUKWILA BUILDING DIVISION , 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3051, k 431-3670 Rojo ct. v Lar 15 • Type of Inspect op vitAii sta1/4.42 Address,.. I S 30 Date Called: Special Instructions: Date Wanted: it.,/ 1 "1'2 .m. Requester: 13-0 Phone No.: 1 ) Approved per applicable Codes. El Corrections required prior to approval. COMMENTS: nspector 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: — Date: ....i,A.1.1.■z.Z.,11...tvd, A le,. et No A 1 .. INSPECTION RECORD Retain a copy with permit ON INSPEC11ON NO. PERMIT N0 CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 — Project:in isllek"roNi -L.OT t5 '"° 5uNte, Address;A 16 5 130 sr . ' a ad: ot ,, Speclalristructions: Date Wanted:9 am p.m. Requester: iz Phone No,: 0 Approved per applicable codes. R Corrections required prior to approval. COMMENTS: • • dia Inspector:4 Dale: 1.4-11 I ; $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Receipt No.: Date: *Vgizis n.1;41 ,!sialottivAtuA.43a&itr4.:itA.N.•449tiaxatit; • INSPECTION RECORD 13 T Retain a copy with permit Og� PERMIT N�` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • roe r! fJ ' DDIT OA/ — iT' ,' ype o ns • :. , n; , ,D. D s )3o S ` � : Special nstruct ons: Date Wanted: } _ 96 q • am p,m. Requester: 'TS R >1 — Phone No,: l: Approved per applicable codes. ❑ Corrections required prior to approval COMMENTS: 1 . Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: . rr'N ti� }.�. r , + • t:. ". ,.. .f j " n r Wry.:. zt* ati: r,: tCs�V .lui;,t3.`y,::'"`;.1nilS:ii_. INSPECTION RECORD Retain a copy with permit a 8�Co { CITY OP TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro • SI � 1, ype o ns...n• T1 1'1c} Address: l (_ S 30 -0-, Date Called• Q� V Special Instru lons : .(f Date Want94 f L C67 00 � 'q � a p.m.' C�� r �' �' � ( � S i \ t15 peQ') r' Requester: Ck-iir'1 Phone r� c fa•a Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: I, nSp8C10f. MIN 4 iiii11104 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � -•. r *a. .. `3 G.,;.:. ... ^ •a. .._..,.. ±ir. .a!:�!`.'_,.. +.._. _... ...»,._ s.>.-_.,♦ c..: A::•. t ?x..s�:rTBk,�.k'v..ir,..._.�i, a.3' 7,7 7:7,;;;;.:7,77.7. ro7";.T7777;757FAIZSTrH .............. .................... C ■ 4 4 4 41 , v - City of Tukwila John W Rants, Mayor '149 ■• Fire Department Thomas P. Keefe, Fire Chief ................ TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Proj ect Name e 4/ ;FL/ on-7 Address Suite # r Retain current inspection schedule Needs shift inspection Approved without correction notice Approved With correction notice issued Sprinklers: Fire Alarm: Hood & DUct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone:(206) 5754404 • Fax (206) 5754439 . .. . . . . 7.,, ,,.., , . pr r opety line to thaele g,o , r rne eave. ---......, 2. APPLICANT SHALL OATATSANITAR SIDE, SEWER "CONNECTION PERMIT FROM VALVUE SEW0p1SYSTRIWOV2*2-32A. -1.ml 3_ APPLICANT SHALL 'tom CONNECTI PERMiT.,,,FROPWV , WATER DI'31-qc7125,,,.€0i442-9547. '' {t '1 l' p ,:'' \ ,1';• ''' 6 . ' ( Ag '''. ;.■, 4. PRIOR TO FOAL SIGN7OWAPpLICAtlf'SHALLRETURNMORO *0 : USE CERT,(0 PUBLJCWORY,SiFOR PROCE5S1,Nd. 7 n v$1) w il l b 6 F; No chanlia0 w ' fs. d mad to the' unless'a?proWiPtiy the: ...,„. ArchitOr or Engineer and OeiTukwila Buildingq)ivilsKn. 6. Plumb* pOrmits shall bobOined.through the Seattle:xXingA CounteDePaAmene of Public Health': Plumbing will' ... ,.— inspeCted,, that agency, incyding_ 11 gas piping (2964720: --"- 7. E1ee*Ocal4erMits shall Obtained,;through the Washington StateiDivisiorrof !Industries ;intl:All electeical' work will be Inspected by that agehc 8. AliMechanl Work.Shalf,OeVonder separate permit isSuedi 1 ., , . tha:'City,o.f Tukwila. 9. All permits, inspertiOn and approved plans shall be A avAlable at the i6b4„ite any Con.4'''4 , ... ..-.,. strdOtionS k jthese documents are WbeMayntained andaVail7 K,4 ,, , , ableunttlflnal inspection apprckvW4s:„granted 10. Engineered truss drawings and caliculatAo shall baon,,,s4te and aajlap)e:tothe building inSpectoOor'jnSpection. 14 purposes. Documents Shall bear the seal and signature of „., , ' Washin0On State Professional Engineer'.. 11. Any exp4ad in0IetiOns_backingMateriarshall havea Flame ,.,. Spread Rating df2,5 or less, and material shall 60,,t IOW- fication showing the fire performance:fAting thereof. 12. Subgrade preparation including drainage,.excavationc:: compaction, and requirement shall strfCtly with recommendations given in'theis'olJs report. .,-,- 13. All construction to be An''ConforMance,wAthapproved plans and requirementSOfthajln)form_0(01)41g"'Code (1991 Edition) as amended, UnifOre.,0*.4Cal::t6de (1991 Edition), and Washington State Energy Code (1994 Edition). 14. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15. All wood to remain in placed concrete shall be treated wood. 16. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 17. There shall be no occupancy of theA)pilding(s) until the final Inspect Ion has been completed by the Tukwila Building Inspector. — ....._ • • • • • . Lc) 7 /5 :• ;rte :., :<y '' ? . : a 2� 4 %. :i;• :: t..r ?, {:� : L ..., ,:; w; F y.... yf :. i tc� 2,��.4 ai i':ii.,:va:ta.'•2. : � �%`1,.. ?�`°i�<�#�. ::CSC. ,.'�:.K•'t'� }a<;.. ,,asFh�;?#iiF��f;�\.a.;h... ,'< .>`�. �' $ r• #i 'L2, <��F.� y.: �ii!2 • < ?3. J•'r �nc" :}.f <. •v � •+.�� ; i, ~x ..,�>�`�', ;, . Y.i `.Za�:,.i�., -,\ r .�''F�, J �cG'�'{ � � � i < ; : +.tF;>�:� }a....a� .,:a �w � >: v Y FL��tiCS' . {. � i p'�, N �..: r iy... +..v:: . 03• y ^:.'�,'� s ; t: >. 2�L a.�, "�.: y3• . Y • ; i > .T :r.?s~ : " 5 :tt° ` ✓l {ti;; i, • ,r<' , � : .• �• .. E t • f N f k •� t ." ' ' F ' t c k . :4 s . € z ; . J ' ' • :.. .} , :.. A ', >.:J'.: Y.v i. <•<;. ;:n, 7... . •�., : i "r P •:Y.•.� ... `.`.,fi .. 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W .;.w 2 �� '<4 < ^`i�, •:. hiXt:� ., }i .>. ai. :. � <; > :,•aq F ! F::. •t }i r:•: i'`3,• : T . :;,t .y >f: #f•'. :),.f�• � } ; a ^�, {:` �y: yy .;'q: %':. <!::f: +:.x i :% �. •' /� •:: E;i6tp~�, ?\t ;, L '' ' .'tf.• <¢ :0:3. -. %i",,.>r..c,,..a • ^.:•,:;a: <;zit . ..a > .�`>: rS•,f`.'% +�.,,, �t•t }:. 'r:b .....:...... .......................:........:......... 1".!......,.. .......... ~:,:.•..........t:• :J T:.......... �.. .�.J:�T.�:J...,,�.T.,.,T•:i::.. ::.r:;.: :.•F:'•J: � .'+,+1�<`�.f..,i.. . r.., . ?•. � ., ...:,t..,;:; ^ :2, •�.;:.,,: :' +:: >:� >:' %:::• :::5: :� .::.!A:tr .. ...i�S3 }:.;. ..f.:. 1. : .,:. •... < ............. ,: !. }::.:...... ?.:.:.:::: • :•:.. •..:......... ........ ....,..: •...:.:: F :.. • :..:....:.::.: fig.... .:::.. :: !, +,.; :,..:::•:::...... rf r :f.:2F,2.: r�:..;•.4' .... }}:: ...., <..:..:..; ft•::>.R....:.:: .:: �. �: �::.,..,�. ~:.: � ::, :.: ...}..: . ., t.,.o.., •:.:::::.�:.:.. ... .. :.v ... ::..:.., <. ... ..:.... ...: :::.. }.,, �.,..., �.. ;"�"✓•<'a #�'Gi....:Jf,.��:.53 ?fiver. •'2 .d Q.. G �.i� :n ,, y, ? -,�<�{ :. T .., 6 {•: .sT:; ?•>: ?. }:.F;r..;;.;.:.�::•. :, <,,.. ?..-:•: >.. ?';••: iJ .,. <.;.;. { .e fi :f•io Fp �. .T .:� •, t::;E�� >t;rS•?�' <!''`Y:L4•u` >:. •:;4�: ff !v:•!4Y %4:..:::4::i: } :;::;i 1:; :.4 } (�+,�.a. i:!C?�+(�.:( \, :k.,v ?t.., {<v. d:r .� %. L::�?; }l :d n'�C �nj :4 ♦ y f < : :ke ri:J. '< :i.T:i.. � } -.: r ::> . H�t i . T fl : at ;,��'�, .� <, :rJ:ti£..: ��R g� t�v prep ,..: .:. r:::+;•: rJ �!�;:•:.::: ^�••i:�l:FiJ::. :::. :: :.:. ~: : <t•:: }:.:•J }::.' .... .ftv.f i.r:'•.tv :.... ... .. ...n:' . :'. ,v,; ., ::.a,v.... } .t City • f Tukwila }! ........ ....,.. '.: ?. }J.. }•. ; : ::.. : :: .. :... . . ::. . .:. : . 0 .r -. y r Instructions: : > 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must :><;< match the selected Option requirements without exceptions or substitutions. `>£ 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your rr Option (the Option numbers are in paretlieses next to the choices). Disregard components or equipment €< that don't apply to your project. Your permit will be processed more efficiently If you provide all of the �:>`: requested information. Department staff can help you with general questions about this form. >: Can't comply? if none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individual R and U- values as long as a n • >�` ', overall maximum value isn't exceeded. Note that the overall thermal requirements of Chapter 5 are no less • stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or using an able computer r m WA7TSUN t, by g n accept program such as 5.1. 5 .A.tt }:;::i• ;::%f: ::t:} ;: >:; :; ;tiS: <2 } {: %:a;:i ;! . t }• <��st ............:.... ...: • }.... .. ~......:......::. :• iii: i':;: Yi: �'t::}' ^• #::::. ~::::::::,:: ? >;: .. }.r ............ e ". •. .... -..... ' ". .: is :'•.::.L::v:vf : •::: +,•: :.:::v ::, 4 ::: :: . .. ?:i !;:; ;. /.i!;:j:• }J i>i:::::ii }:!t +: { + ? • }: ?i:!:•i :! • {> { {:i � ' �:i......, }........ ::....:.:... ;.. :;:; « < :::,; :: OPT VI OPT VII ( � !R " 2) Glazing trade -offs may bo made If tho Option U -value requirement Isn't exceeded. ; ; : EC �t -T CITY OF 'T e• , JUN a r 1995 WEES /NnfAD/APR 0, 1091 Page 1 of 6 PERMIT CENTER i . . 1 , Kr a• .. .. .. ... ..... •n .•...... .... . :. : .. r. vv ,:.u.:..: :..< ^ <:!;4: {LA::: ..v.::: : r, {J., + 4:JA,:•.•Y.r, 1 :\ � Y. . V: S. �� %.�::. i >:� ,t :. t� �ry Vi i: i: ::.: : :: i .:..,., . �. is ii i %•'. i::itii.T "i: °> Lrf !. R:fi t r�P .. rrt:: ) v . t x..r. 4 .. . s ) n R 0 c • :.:.::: L Hoar .sou ra. OTHER '(g il o, pre p n n h eat umpsj ,bane i Y: INSPECTION IMPORTANT: Supply information in the shaded area by checking the APPROVE E appropriate circles. Disregard topics that don't describe your building or equipment. f?Q.J OS place checks in the two left columns. 42 @ {^ !• y :Yttw)jy ru SXL.'. 14: ":?: i� { ,�, .%�P ;:•M+' : ^!"`.K•..�` { �f.� Sag - 4 ! Y 7yp'. (f' 1 t: ^' �j« t �y. Y) {ti :.t. ❑ Slab insulation (Table 51, 6 -1) shall:be R 10':and locatedon the: QA :.,Exterior (See. INSU INSP OF3 erio B. Int r extending downward fromlhe. top s lab:surfaae to:Its undersurf ce. and ,.,.:.•.: .. :.horizontally, undor the slab for: a total °distance of : 24" ,'or vex ically:24' • 0 ❑ 2 .Radlant :SIab InsuIati 1 shall be R =•10 and..eztehd undor the •entire' : slab L� ❑ Below ::grade .t asonry`:wall insulation (S 502 1 4 10.):shall be.full -depth and located on the QA±.`.Exterior and •ratod •R -10 •(See INSULATION PHASE). OR -• OB. Interior •INSULATION PHASE) ❑ CDTh.e.rrn.al breaks) shall be placed in the stab (S ; 502 1 4 8, 201 1 BUILDING E NVELOPE) • • : betweon the :conditioned and uncondition spaces c hecked ; b elow, and top'of the slab to •the : bottom ; .then underneath toward the'condltioned spacetor a 24 • Qdw / : ;Q d welli n g /co s • slab e dge and.fo walL•: ❑ ❑ ca. Radon Requlreinonts: (IAQC,S 502. 1 13) shall,be met: tf Qne.•of the;following is checked:: Q A. Net foundation vontilatiari,area is less than 1 f72 p ©;r 300 Ft2 oi s ` ' Q. B. Foundation... vents are;closabte :: QC;•Crawl space.acts as a supply, or . return. air plertum:'< ,: ( tAWSEC Foundation phase requirements: Inspected by: Date J Z :un w.l: •3 '• l { p MI6` <Y > . ::. % > }C:SS3;; ?! i f <, t %'a v sY : �) LA ,., i'' }; t 9!,> .:. a: d: !. .nh!. ii::i:U. s:;:�/c .hvikC.,;��'�.it4wE).c �iCw.�•fr:ri ❑ ❑ Q Insulation baffles shall be placed in attics /ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above looselill insulation (S. 502.1.4.5). U ❑ Glazi rig • effici required undor" the selected option shall be.(S, 502.1 5, 602 8,2): Qs U.70 (Option I) •• s.U.65.(Options'11,`IV) Q s U.75 :(Option''111 •) Qs U.60 (Option.V) :0s U.50 Vl) :0.. U 4 • Syrllbols used: a equals > greater than < less than ?- greater than or equal y loss than or equal UPDATED APRIL 0, 1991 Page 2 of 6 , .......... , ...: ...,.... ,. ... � , .. \ .. m. r ..•J . ., ,•..,� �. « :..v,.,: „<v... ..ve�: . ...v_s . . a•, a ,k „+ : ::,.:. ... . ,a. v . .aid�k5i; .. rn 3:j % : . . ::.3':.,. ..,. . a .::• • :.r, . .> t. ,N, : f J.:.:: \•. J' T. , n ,v :J :12'!•� v 2 ` i44i.v, �F %'.3: i5» ! i> .: ti >:: N •. �. NeY t• •T F:i : CT R k ;..: r.T ..Y F::. ': .F �:F�! %:rk : >S %.: ¢E v.;.z '•: F•r. <<:Z •: .'{.4 •. a::�:,. } .G :73)`��� ..a x .. ,j''' ::`.' ^•'J 3 « ,.<'': :.5 vrJ ?< :::!' i %,.r:AW..,'? f :`# ' .1 •x.:, s � e,' r! / TP} :V 3 iC'vr ?:'.�A::.:>:J,:E .< � 6r1.. s.. r' f< rig' >:,::.s:g;;:::, P 1, N • r ;:. >.<: .:a •: J��:. , .. r te :.r... x :!~. •� :.�:!�: •kk:v: : : r : !T : ...:.,:. ,:::...: y:.,:. ..:!;!.:::.;. Ya.::...:..:!..::. v:;! :;•,,.;v:!.....v,i:::...::: •, .::•;,:...,. •): ...:... ::: .• `: :. �>.c;y;a,.r..,.v ,) }.. ..r`9::• 11 .... ,:: ,::::•:.:.,:.:: •::.... ::... ; ......n. ; .e .. .: ... .. .. :. :: ::.:' ....;:..,:::.. ::...::.:...:.:: ... :..: :...:.: v::::::;:5 ,.... . i:.. C;S: �b::?':>;:'; r�x .,:...,C.f.,. >.j!::k :: +. .r : ,: ;c.rT>..r: •LL,�urik:::ti::yf . :•:r,:: : a;ioat<:sa.fa.rc.a.,:::A ty���� >�#ii�d"a`i:;: um � 3. , :k�:. :,.4..,.J:.:: ,:<.::.:,.: HER.: b.a " €:o'.I`• r:a :a. ,�a�.ri.e��t. f ..« INSPECTION IMPORTANT: Please supply Information in the shaded boxes and check the nPPnovcoE2/ approprlate circles. Disregard toplcs that don't describe your building or equipment. f]OJIOSplace checks in the two left columns. :Si J: ` •.< 1 .; j i slur' ' - • ; a'c:; r'a3w ? C .'3� ° >: ce ❑ Ca( Glazing /skylights by type (S. 302) •( See the Washington glazing directory No. Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? 1, l} Lf iit;C— V1 f ) )'L - > 7SU 15 U u. JIG: Yes 0 !a . c i � , 1 U. 5� Yes 'fi r, ,iSl') i1,j1 U. `� / Yes - A SQ •9C . (1 U. / Yes 4) U. JLL Yes 1 , - 75r) /i.c) '._L, 1'Fc) 12. .0 U . t11 Yeses . 1 I$[ 2)14 U. Yes u. Yes Q U. Yes Q U. Yes Q , • ED j Single Glazing (No more than 1% of floor area before doubling, S. 602.7.2) U. Yes Q Type: No: Area: X 2 U. Yes 0 ' Type: No: Area X 2 U. Yes 0 ED [] J 0 ( U n t e s t e d Glazing (Uso only do laull U•valuos In Chapter 10, S.502.1.5.1 (41) . ::: Typo: No: Area: U. Type: No: Area: U. TOTAL GLAZING AREA (Add entire column) ... --.. —■ II/. O t ED Ll Maximum` Allowe glazing : area(S .602.6 1 'isderived b takin 1the:th :glazih area of • ' ) t ” 1 ,Ft and; dividing by the, total: c onditioned T area of 1 . ? ` . . Ft 2 • Mu ltiply this number by 100 This value can't exceed the glazing p ercentage for you s option ' ` f 2% O lion 11 2 ;1% tio O, ns; 111 I , ' :;:::•::' S 25% (Option Vi s 3 0% O tion VII) • { p ❑ ED 1s .Documentation` in U v aluos s be: j ustified by Mfr testin ❑ ❑ is Glazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : • ❑ fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer 1 1 ❑ CD Concealed Insulation shall be placed: plbehind shower /tub riff behind partition studs /corner 1 0 1s Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : between Sole plate /subiloors el partition stud penetrations illy wiring /plumping /duct register penetrations ❑ light fixture/ flue penetrations • Page 3 of 6 [D ' rim joists /mud sills (heated lower floors) around window and door frames • • „ • . • ,• - • • COMPLIANCE •• REQUIRED 1.,„g,";;::::,.•.,;•,...:.:,:::,•;,:•:•:„;:iw:J.:i.:;.;:givi:•:.14:,4.i.yi:::::::*•::::$;:iigiNdS.8,:,3i:.'q:6:1:2::::::V.:•;HiSig.;:$:ilial:ViigigaiMgag:Vam.i:',?,..Zi'i•?:Ogieggieragi:g0;44itk::5si",4•• Hont Ee • \ IN IMPORTANT: Supply Information and check appropriate circles In the AED 12/ shaded boxes. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. • ricy MiA,Akr;k1Lej • •• • O iLti Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): •••,••••,::••••• • •-•-• • • ••••• ••• • ••••• . . ••••••-••••• . . .. • •••••••• •• • • • • •-•-•,•••• • :•••••••• ••• • •••..... .•• '• • .•••:•••••••',:.:.• Location Minimum at .25 w.g. Mfr./model Fan label CFM(.1W.G.) • Kitchen Ian 100 CFM 1Vc.,PriJ - 7 '3 t. L;CC) • • Bathroomfan(___L_) 5c-5 Bathroom fan( 50 CFM jC: L),5 Bathroom tan(. ) 50 CFM Laundry fan 50 CFM / • 0 50 CFM (1-2 bedrms) • cp Whole house fan' Q 60 CFM (3 bedrms) •• (choose ono) • at 100 CFM (4 bedrms) fir4,/ . . . . . . . ....• .„. .„ . 11 a apot lan is designated as a whole house lan, [he capaoity shall be the IargQr CFM requiremont. 0 ED c: Whole house lan: Locaflon P/rfl( 2 - Sons rating 1 .-& (� 1,511 attic fan closer lhan'4'•:.19 ceiling) . . . • , , 40Who ie • oil Whale :nouse..:f an wiring lor control routed 10 central location. . . . Q Whoio house lan shall run continuously: Kitchen rate 25CFM: Bath & fauridry rate 2OCFM rk (Ellntegrated forcod-atr furn.ace ventijatlon'(IAQ .............................................................................................................. whole house lan instead 01 Irosh air inlets in the bodroorns: •'es cNo • witli yes, a 6" outside air Inlet duct w/.barometric damper limlting lhe veritiltion rate 10 .35 - .50 f:=1 ED ED Mechanical ventilation fan ducts shall be and properly sized using IAQC,Table 3-3. • „. ...„ ....•.. •: . E( CD ED Frestryair• shall he'.1)fOtitieiOd:'iori.eaCii .... .............................. Each. bed '' Overall living area: One wall port as speoUied lor beclroorns. • J OA Contral forced alr turnacewhich delivers outside makeup • • • . •... ..• .......... .. .. alrthrou the ducting system. „... • " • • •• • • •"-••••••••••• . ...•.” ."... ..• i l l ( ED E l Recessed, I I g n g flxturos (8. 502.4.4) shall comply w/ one or more al the followlng; . ........................ . •• .0 IC rated, with no slots or holoOln'o4np•;: cei • . , • • lb IC rated with lable:dertitiing'.,ai CFM • 0 Any UL listedlixture enclosed: by or other manuactured box w/ 1/2" clearance to:combUstables;:rand ........... WSEC Framing phase requirements: Inspected by Date • 1 Page 4of 6 • • , • • • .• " - • f1;4T. ‘....7t0a-1-Siq ..r1 kr0t6).. xceit4A REQUIRED DNEI/C E Ha a •PI - pillittisYcilVilsti • - 01.1....-.-)0). 4 : ;: INSPECTION N " m4Lat "' 41. ai l " :44.11Air ' 1 • • • •-• • ••• -• • • • • •• • • •• • — • • • APPROVED IMPORTANT: Please supply Information In the shaded boxes and check the 112' appropriate circles. Disregard toplcs that don't describe your building or equIpmeni.DO_ND_Iplace checks In the two left columns. D D BExterior slab InsulatIon, if not located on the Interior, shall be R (Table 5 6 Ei (Dintorior below-grade wall Insulation, only if none on the exterior, shall be R (S. 502.1.4.10) E) JWaJIs, inclucilng itirp.joipta; shall be insulated with'ui cornpressionto (Tahlo 6 ..................... la 0 jjln tor ior helow grade walls hatI be Insulatad without comprossion to (Tablo 6-2): 0 0 T1.1..■/ au te4.'.cei ••:.6(i6;r be insulaled .................... ........ o 0 (i_DSkylIght wall Insulation is installed and equivalent to the required wall R-values above. ....... . .......„. .. . .. . .... .. i El E)Va p or•T e ter Floors: QPlywood W/ exterior glue 0 Poly (�. A Mil) 0 Backod batts ..................... ............................................................................................................................... • C e Itrtd Not required wlire venhilation space averages >12" above lnsulation. Q Face stapled backed batts o Poly plastic 4 mU) PV.A paint • • . • 0 0 13 .: Heating system n sl zlng requiraments shall be met as represented betow: El El Heat Pump olflclency shall be rnet unciertho foIIowinj compllance path (3. 503.4): o SpUt system, air source heat pump: HSPF 6.8, COP > 3.0 1 O Single packago, alr sourco heat pump: HC(-1 �. 6.6, COP >3.0 Furnace and heat pump • options may be change (,.) Ground source heat . . 3.8 before July 1, 1991 ;PO u o Contral 0 0 Non- centraI , combustlon heating systems shall have interrnitent lgnition I 0 0 EDM ax I tn m::.. tie t(ng systom output (150% 01 dosign heat load) is .BTU/hr. (8.503.2.2) El 0 HIgh ef ach 5 00 output itltat it exceeds the DI-IL. WSEC Insulation phase requirements: Inspected by: Date — rliffF• ..... ....... E:::E rpr e lop e Floors shall be insulaled witilout omprossion, and with support 24" O.c. to: • 4 ID ( Table 6-2 • • ,•• • o E ) Door systems:.shalf::Meei:4) U.0 (AlI options) Door types- ='` ... • . , • Page 5 of 6 .c ,,.. '`-: .. •.tat? . n •<. ^.:: ., ;. },.. . -. .. . ........ ...... ... :.:.v •.. .n . .. ♦.. , v:.n uui::.t+.Y.G• .Ln -•. , n . : 2::M'.: (it:.: } 4Y'i:sn' } tiff "Lw1< % �w . \N�Nn. '::� :::t(•. .w :i• } A 1 : v::,( ,: }.: '-, . \ f ': : NS. . <: •: 4 ,! r ..) u .< v �.:' SGK .,S ti :ii w , • ,A . ` . ^ l ,, u' E. � (•! 1 . ,: { �.�� e pp , �" p y tT.: r (sf > ( ::S S : �: �':i.yii' +' , :.} •i< ki:' s,, :. . x3. F /:<:l}:: .. 4 1 . % • ,' }: ! Fi' , S . : C } ' * Q • \ { f ..i.:... n 1''? G:. s:< ! 1• f4' �• }�! s�'•? � f. , ! � .t. r 5 R i,�. k3: .`F< .' • • ,rbl., wt:•: .<v"•C'.u.��p�:>:.. Cr�✓� ,Cr•. S. ''..••�� .tv i. COMPLIANCE �.. �'.. � � 'zl ':)':: },�:.. >l .; �' :. F:w. <P.,r:: f'<TF ♦ }., . .54 .C. 'Sw'•< :1 . ; : S : : �: Fwr '� :i•f:e• >: t:•) . v ..i� : •rti:s ' •a.. ,•.�., ..k� . Y.: , ... A. ..:.. 5.. ..:v >'f.:•�:•: i':'.. F. .... .:...:. :. /..:: ^ > ".y.Ti :. }:Y + .: F?:v'Si;:: ' .�;iT::;::, •- :.::::.., ,... <c i,•h4 . r u,::. n as.tG' i Y : %s,':t:. ...o' f >:: •:: }:. ..: ,... ..a2:>s:• "F. .�`, .r,,.. ..♦ ..>r.. ..S.L >.. aG 7 >.,' : s:,ri.:•c.. ,r.i - :.:. ,, .:,: ,uc`•.. }; %yFS': ?; "F•;• F: 2;••:: <TSF.......,..3...::. ...... )....1...:.... , : <: : 't: •:i ...n,., ..i.: ,•:.. ....:•: »:. >:.>.:., rZ,,, R E O U I R L 0 ;t<:.;:: 4;:•T .,...... > :::.:.:........: ... ,.....:.........,..:........:.. ....,..:..., ,.,:::......,,..,...:.,; :..:::... >......, ....�:�;: >. >;,: }: r,.i:..,. }:.<..;:. , .:�::: S�'� �.:.., ...,.::. . i. i .., >:H. � ' ;...a a u: r.:c:e ...�.7`l�;l» l� � a s t..aa 1.: :ro •�n:c . F:n:aat..: :fa:m �.:. r.:x'. :.i .....,. . d;f1'ttsF< s . .s.- . .mow; ncs•: :.i.: . ,. .. .. .n...,: ...... n.., .....:....>..... :., .: r.... ... a St.:::: G.va. .•.: CiS:y:.}.:, ...'1: �. n,r:.::.::}•.,,•.v:,,`: :: :.:o.•n::: •: n.. : <Sl: '::i:::o:::'. ;:; }: ^iss' INSPECTION IMPORTANT: DO NOT place checks In the two left columns. APPROVED, �i�} x > ' �• ) F:l °;3Lf 9': S�rl'��'t•.. / r>fF3' Yii*: ti ^ �>44.�?TSf4.SA3rR.L(Ai SG fe (1 ❑ J Exposed foam insulation shall comply as follows (S. 502.1.4.7): El Protected with metal or plastic flashing, or other suitable material that extends below grade. ❑ Insulation is approved for sub - grade, exterior use and properly installed. ❑ co ED Airflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) ❑ ❑ OLoosefill insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 ❑ .30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ ❑ 06 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall ❑ ❑ c C l e a r a n c e s shall meet listed minimums between insulation and (S.502.1.4.2): / 1:.:1 chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. f�" ❑ ID Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) ❑ gi Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) ❑ ; All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). l� ❑ USery ic e hot & cold water piping shall be insulated to R -3(S. 503.11) ❑ ❑ Service recirculation hot water piping shall be insulated to Table 5 -12 ❑ ❑ Q H e a t pump thermostat shall have progamable capability (S. 503.8,3.5) ❑ Thermostat provided fo'r'each HVAC system with range of 55 -75' F.(heating) (S.503.8.1). ❑ ❑ QReadily accessible, automatic or Manual means provided to restrict or shut -off Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). ❑ ❑ pa Cant rots for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). C � ❑ f';l Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). ( ❑ ` Mechanical ventilation ducts shall have insulation a R -4 in unconditioned spaces (S. 302.5) �, ❑ 23 Mechanical supply ducts in conditioned spaces shall have P -4 insulation (S. 302.5) ii( r ❑ Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). !H 9 Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). o - „] ; HVAC plenums, supply, and return alr ducts shall have R -8 insulation (Table 5 -11, All options) ! ❑ Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) ❑ Temperature settings 120 F. NV 0 3 Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). ❑ ❑ afiSwImmi pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated 10 S. 503.11 0 ❑ 4 All fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glass or metal doors. ❑ ❑ =Solid fuel burning appliance(s) (S. 402.2) shall have: ❑ Tight fitting glass or metal doors ❑ Outside combustion air source directly connected to the fire box ID Exception: Non - direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. ❑ ❑ 33 Radon monitor shall be supplied to the building (S, 302.2), - -- WSEC Final phase requirements: • Inspected by: Date_ _. ___.___ Page 6 of 6 i — 4. , .�..._, a e► .--- ••—. -- • 4 ' hese plans llav been reviewed by the P b(ic • orks Departnie t for conformance with cur ent ity standard:,. cceptance is subject to er ors . • t9(01•11JG x nd omissions whch do not authorize violatio s of • opted standards or ordinances. The respons' ility _. 147 _17, fbr the adequacy ,of the design rests totally ith - 7.Eaet. ;._ r t e designer. Adcaitions, dieletions or revisio s to these drawings •iflftor this date will void ,his • - 4 ' < cceptance rand'will require a resubmitta+ of . r vised drawings for subsequent approvai.1 . inal acceptance s subject to field inspectio i by t e Public WN (.,irkK' utilities inspector. l ate: g 1 22 f „ By: _d/ Qiae...,___ . • , 1 Pw ci5 -D, 5 . < .t 4 r 1 ��7i�� pW q,5 -0 — ra b eeT 1 is R 'O� 1-I Gc -14 - - _« .. --- V 4 ' • U , 9y34.■ I ' • . i _____ � il f • r • 1 . EXIST eAtsi --N ,. , . , I 4137 4 .t____:EQ!______7Tr - 40 :2 \..., _zi ,,, 5 i .4 n s _____ 7....4....* 5- ‘'r A' ff_ - .3r 'A -1 - - -- . -ill \ ..-• .-/(:).4.\\ e\,,.../f-Li 1 ' 4.3 -5 \ Q-2} I. ti, --7,7'1i).\,-. %* • . 4 ' ...." 1 x',- -., : : ..7 '''1.. 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' i.,.� 1 � �... a , ri r YG . i IIjj , ..�r�i ,W.R,..,r.17 ';� " .Nee -- =:. . .'C � &.ut1 : 1'x - G.A14CAT.. . ._ .____., __ ,-- Ic r" .. r- p .' t s.4,''/-113,ra t ' L._ __ I • 1 6 -- - * . - 7 . 7 - - L._:. ...A.-t-'.\- ' -- z ''vr- Mir" ' liMMEIMEN.M..1.... n omission;.: wh Bch do not authorize violatio s of e5t 7jU� : opted stand erdssor ordinances: The respons' ility'� "' lbr the adequt:t.cy pf the design rests totally ith `" G23i..V.i.•.....• t e designer. Additions, deletions or revisio s to t• ese drawings;aftor this date will void his • • -- c cceptance and require a resubmitta of. • ,' r vised drawings for subsequent approval. . % . 2 inai acceptance s subject to field inspectio i by ' A o Public We rksi utilities inspector. , d ' • ate: ....11L0 By' � � i.... -�-"'� 1 •pw (its -o4 ' 4 o4 1. PN615 —� 4 '-tb I -__._ I --- •'-•vr -• .. ,., ' cis"- 7 . . 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GEOTECHNICAL ENGINEERING April 23, 1995 I,. Project No. 950403 1 SUBSURFACE EXPLORATION, GEOLOGIC HAZARDS AND GEOTECHNICAL ENGINEERING REPORT RIVERTON ADDITION, LOTS 15 & 16 3700 BLOCK OF 5 130th STREET TUKWILA, WASHINGTON I. PROJECT AND SITE CONDITIONS • INTRODUCTION This report presents the results of our subsurface exploration, geologic hazard and geotechnical engineering study for the abovementioned two lots. The proposed building locations and approximate locations of the explorations accomplished for this study are presented on the Site and Exploration Plan, Figure 1. In the event that any changes in the nature, design or location of the structures are planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. Authorization Written authorization to proceed with this study was granted by Mr. Ron Charlesworth of Urban Homes, Inc. This report has been prepared for the exclusive use of Urban Homes, Inc. and their agents, for specific application to this project. Within the limitations of scope, schedule and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at 1 the time our report was prepared. No other warranty, expressed or implied is made. Our observations, findings, and opinions are a means to reduce the risks inherent to property development. POB 12868, MIII Creek, WA 98082 (800) 771 -1282 2 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a site plan sketch, provided by Mr. Charlesworth. Present plans show two, approximately 1300 square foot, 1- story houses over daylight basements. The structures will utilize conventional wood -frame construction with slab -on -grade floors planned for the lowest level. Construction of the daylight basement on Lot 15 will require a cut of approximately 10 feet high at the southwest corner. There are no garages within the building footprint. The property was situated in the 3700 block of South 130th Street in the Riverton area of Tukwila, Washington. The 50 foot wide rectangular - shaped parcels sloped down toward the northwest from the southwest corner of Lot 15 at an approximate slope of 5H:1V (horizontal:vertical). Total elevation change across the lots was on the order of 16 feet. A small area of surface seepage on the order of 20 feet in diameter was observed near the street between the lots. Vegetation on the lots consisted of field grasses. ■ SUBSURFACE EXPLORATION Our field study included excavating an exploration hole on each lot to gain information about the soils and in particular, the sloping areas. The various types of sediments as well as the depths where characteristics of the sediments changed are indicated on the exploration ! logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. Our explorations were approximately located in the field by measuring from known site features shown on the site plan /topographic sketch prepared by Urban Homes. The conclusions and recommendations presented in this report are based on the exploration holes completed for this study. The number, location, and depth of the explorations were completed within budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and /or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations become known, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. Exploration Holes Exploration holes permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration holes were studied and classified in the field by a geotechnical engineer from our firm. The exploration holes were backfilled immediately after examination and logging. • ( i 3 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and past experience in the area. The following section presents detailed subsurface information organized from the upper (youngest) to the lower (oldest) sediment types. Stratig raphy Fill soils (those not naturally placed) were encountered in exploration hole EH -2. The fill was 13 inches thick. As noted on the exploration log, the fill consisted of loose to medium dense, tan and black, silty, gravelly, fine to medium sand. Since the quality, thickness and compaction of the fill materials is low or variable, the fill is unsuitable for structural support. Natural soils beneath the fill materials or topsoil consisted of medium stiff, wet grading down to moist, silt with some gravel. The lowermost soils were found to be hard, gray silts. Hydrology Surface water was visible in the form of seepage from the side of the slope which angles down from the street on the south side of the lots. The depth of the seepage indicated that the water is flowing atop the harder silt layer. The main source of the water is most likely the ditch which parallels the street on the south sides of the lots. Ground water seepage was encountered in both of our exploration holes at the time of our field study. As mentioned, the ground water is flowing atop the hard silts and indicates a flowing perched condition where surface water flowing in the ditch infiltrates laterally through the upper relatively permeable fill soils and becomes trapped or "perched" atop the comparatively impermeable silt barrier. 11. GEOLOGIC HAZARDS AND MITIGATIONS The following discussion of potential geologic hazards and mitigations are based on the geologic, slope, and surface /shallow ground water conditions observed on the site. Our discussion need only address slope stability and erosion (including sediment transport). • SLOPE OR DEBRIS FLOW HAZARDS AND MITIGATION Due to the medium stiff nature of the upper silts and the presence of ground water flows, there is a potential risk of shallow debris flows occurring along the steeper slopes to the west and south during construction. Once the buildings are finished and the yards graded, the risk u... r."!. Ywr .::•>.wv -.NS'w ...r .-..._...,........ Y4mv+.naxYxT r• xp. vxl w^'T..MSwYxYW.xN2RAV�x+yW'M1rWp Nx+.t }.x' * tW.. ir. Mx.. r! Vl. W! rMM1TfiM71M` xRNI fNNKkYPY.P} CRY!( LRCR /.'I✓N^'14iPJSt+14MM + sVf rxws.e.%+Yw»rrl+e.wx.++ +... 4 of slope problems will be low. The open cuts for the daylight basements must be covered with plastic to prevent erosion and water must be drained off of the base of the cut by ditches. The basement walls should be backfilled as soon as possible after the walls are braced. As with all slopes, surface drainage should be properly controlled and directed away from sloping areas. Downspouts from roofs should be tightlined into suitable storm water drainage systems. • EROSION HAZARDS AND MITIGATION The surficial, loose, silty sand fill on the sloping areas represents a moderate erosion hazard because it is loose. The upper topsoil horizon on the sloping areas has a moderate to high erosion hazard, primarily because it is directly underlain by less permeable silt. The erodability of the lower, hard silt stratum is considered to be low. �._ To mitigate and reduce the erosion hazard and offsite sediment transport potential, we recommend the following: 1) Soils which are to be reused around the site should be stored in such a manner as to reduce erosion. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting or the use of hay bales and /or silt fences, 2) In order to reduce the potential for erosion, we recommend that clearing of the vegetation be minimized. Areas stripped of natural vegetation during construction should be replanted and stabilized as soon as possible and protected during the interim by plastic sheeting or other means. 3) All storm water from impermeable surfaces, including paved or concrete driveways and roofs, should be directed into a tightlined City - approved storm water system which discharges away from slopes. Uncontrolled discharge on sloping areas may promote erosion. April 23, 1995 Project No. 950403 III. DESIGN RECOMMENDATIONS ■ INTRODUCTION Our exploration indicates that, from a gcotechnical standpoint, the parcels are suitable for the proposed development provided the risks discussed are accepted and the recommendations contained herein are properly followed. We understand that the distribution of foundations loads of the two- story, wood -frame houses will be typical; no concentrated loads are anticipated. Because our explorations indicate that the near - surface medium stiff to hard silt is capable of providing adequate building support, spread footing foundations may be utilized. M STRUCTURAL FILL Structural fill will be necessary to establish desired grades around the houses and for the driveways and entry walks. All references to structural fill in this report refer to subgrade preparation, fill type, placement and compaction of materials as discussed in this section. If a percentage of compaction is specified under another section of this report (i.e. for retaining walls), the value given in that section should be used. After overexcavation/stripping has been performed to the satisfaction of the Geotechnical Engineer/Engineering Geologist, the upper 12 inches of exposed ground should be recompacted to 90 percent of the Modified Proctor Maximum Density using ASTM:D 1557 as the standard, If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. After recompaction of the exposed ground is tested and approved, or a free - draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non - organic soil, acceptable to the Geotechnical Engineer, placed in maximum 8 inch loose lifts with each lift being compacted to 95 percent of the Modified Proctor Maximum Density using ASTM:D 1557 as the standard. The contractor should note that any proposed fill soils must be evaluated by GeoSource Engineering prior to their use in fills. This would require that we have a sample of the material 72 hours in advance to perform a Proctor test and determine its compaction curve which is required for field testing. Soils in which the amount of fine - grained material (smaller than No. 200 sieve) is greater than approximately 5 percent (measured on the minus • 6 No. 4 sieve size) should be considered moisture - sensitive. Use of moisture - sensitive soil in structural fills should be limited to favorable dry weather conditions. The onsite soils contained significant amounts of silt and are considered moisture - sensitive; they should not be used for structural backfilling or directly against walls. In addition, construction equipment traversing the site when the soils are wet can cause considerable disturbance. A select import material consisting of a clean, free - draining gravel and /or sand should be used. Free - draining fill consists of non - organic soil with the amount of fine - grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction. Geotechnical Construction Monitoring A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in- place density tests. In this way, the adequacy of the earthwork will be evaluated as filling progresses and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part -time basis will not confirm the uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing program. NI FOUNDATIONS Spread footings may be used for building support when founded on medium stiff to hard natural silts or structural fill placed as previously discussed. We recommend that an allowable bearing pressure of 1,500 pounds per square foot (psf) be utilized for design purposes, including both dead and live loads. An increase of one -third may be used for short -term wind or seismic loading. Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection; interior footings require only 12 inches burial. However, all footings must penetrate to the prescribed bearing stratum and no footing should be founded in or above loose, disturbed, organic, or fill soils. To limit settlements, all continuous footings should have a minimum width of 18 inches for 2 -story structures (including 1 -story over daylight basement) and 36 inches for isolated footings. Any brick ( facing must be supported by an extension of the footings to reduce the potential of differential settlement between the brick and wood structure. - It should be noted that the arca bounded by lines extending downward at 1H:1V (horizontal:vertical) from any footing must not intersect another footing or intersect a filled area which has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing soils. Anticipated settlement of footings founded on medium stiff to hard silt or approved structural fill, with footing excavations inspected and approved by us, should be on the order of 1 inch. Differential settlements should be less than 1/2 inch. However, disturbed soil not removed from footing excavations prior to footing placement, could result in increased _. x.{..::.a. y .f.h... t t'� a.:tr...et. {:.. r•:R'r.wr.; i'w MwYe!z...ero 7 settlements. All footing areas should be inspected by GeoSource Engineering prior to placing concrete, to verify 1) that the soils have not been loosened during excavation, 2) that the design bearing capacity of the soils has been attained, and 3) that construction conforms with the recommendations contained in this report. Such inspections may also be required by the governing municipality. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. ■ LATERAL WALL PRESSURES All backfill behind walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls which are free to yield laterally at least 0.1 percent of their height, may be designed using an equivalent fluid equal to 40 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled rigid walls which cannot yield should be designed for an equivalent fluid of 50 pcf. Lateral seismic forces should be added to all wall pressures as a rectangular distribution equal to 3H pounds per square foot (psf) where "H" is the retained soil height. If parking areas are adjacent to walls (as with the driveway), a surcharge equivalent to 2 feet of soil should be added to the wall height in determining lateral design forces. The lateral pressures presented above are based on the conditions of a uniform backfill consisting of imported clean sandy pit run compacted to 90 percent of ASTM:D 1557. A higher degree of compaction is not recommended as this will increase the pressure acting on the walls. A lower compaction may result in settlement of any slab -on -grade (such as the driveway) above the walls. Thus, the compaction level is critical and should be tested by our firm during placement. Surcharges from adjacent footings, heavy construction equipment, or sloping ground must be added to the above values. I _ It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the walls. This would involve the installation of either a minimum 1 foot wide, full - height blanket drain using imported, washed gravel against the walls or approved drainage mats over the full heights of the walls. In addition, perimeter footing drains should be provided for all foundation walls: both of these requirements are discussed under the section on Drainage Considerations. Slab - on - Grade Friction Factor The friction coefficient for the slab-on-grade n grade cast atop the 4 -inch capillary break material may be taken as 0.35. This is an ultimate value and does not include a safety factor. • FLOOR SUPPORT A slab -on -grade floor may be used over structural fill or pre - rolled medium stiff natural ground. The floor should be cast atop a minimum of 4 inches of washed granulithic material or pea gravel to act as a capillary break. It should be protected from dampness by an 0 • • • 8 impervious moisture barrier or otherwise sealed. We recommend bar reinforcement instead of wire mesh. ■ DRAINAGE CONSIDERATIONS At the site, the harder silty soils are relatively impermeable and water will tend to perch atop this stratum. Consequently, traffic across these soils when they are damp or wet will result in disturbance of the otherwise firm stratum. Therefore, prior to site work and construction, the contractor should be prepared to provide drainage as necessary. All retaining (basement) and footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated PVC pipe (schedule 3034 if over 6 feet deep) surrounded by washed pea gravel and constructed with sufficient gradient to allow gravity discharge away from the buildings. The sloping pipe should be set 12 inches out from the edge of the footing and the level of the perforations in the pipe should be set 2 inches below the bottom of the footing at all locations. In addition, all basement walls should either be lined with a minimum 12 inch thick washed gravel blanket provided over the full — height of the wall, or, should be lined with an approved drainage mat, either of which must tie into the footing drain. Roof and surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. We also recommend that the back side of the basement wall be waterproofed instead of dampproofed. NI PROJECT DESIGN AND CONSTRUCTION MONITORING Unanticipated soil conditions are commonly encountered in the Northwest's glacial environment which cannot be foreseen by the process of taking soil samples at a limited number of exploration hole locations. Such unexpected conditions typically require additional costs to remediate and arrive at a well— constructed project. Due to this fact, we recommend that a contingency fund be established to provide for unanticipated expenditures. At the time of this report, site grading, structural plans, and construction methods have not been finalized. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We suggest that GeoSourcc Engineering perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We arc also available to provide geotechnical engineering and quality control monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Plan i ,: t.•' +'•.••.:'.,a , .....t'' 'n ..e+v..`......_ ....,.,.•+ nt n.•: unw...,,. awr. r..:. w..:.. r . Tfiet., iry xr,,,, IH%. M.^ ,Prt}.Y,11 %' ?14”.04')".M'neg52, '?5ellriVr • 1s Wia?t nt . tilt417',4 ., "*P . PiY.atgri?'JK : -, pRO Posh - - .. -�� L.OT'15 LOT.16 I \ A `` -eo \ ...,.\ \ \ ! - .......„... I NORTH -II ---...,, ,\....... \ r... \ ............_ PPoPOSSP PRZIPOS6O -6 �'\ \ NOt456" lieu se -�m 0 10' x0 ScP►LE va Esi6T. \ \ a 1 1 Z 14 -4. -., .,aniiram..\. \ , I M \ \ mvE ` aMV6 4 -I. ----- \ \ 1 J \ -` EH•2 0 RSF � -. , . E %1STING II: cold/. S. 13 OTN ST I URBAN HOMES - 2 Lars, Twcw■LA,WA 1 SITE AND EXPLORATION PLAN- FIG. 1 1 . - LEGEND - ® EH -2, ExPt.o0.ATiON 6io1.E G eo . Source & APPitOX, LIGATION ENGINEERING, INC. ( TOPOGRAPHY 3 1 Cdnaa^v KOM6.5 - -� 850403 APR 1995 .... ........ ... ... . h'or ,.. r s. r r . +,� �rr,., s <.,„..„....,........ ' .- ......env.+4.xxu.r++rt .ra�xr,..∎ ro++..( 4te. miF' J." .:.t.57t'aSfel.:Afi1t"dtt.'btt.r. .,fal. sla-At'^aYitvv,V:*Yt3fite/$trieU 03tstaltY4Varsi6Att • HM$ X 9F![ ft4haYlc «.t11R1Ninr f 1� • • 1 .. , •,:". ..... , . . . ‘ , . • ..... . L . . , . .. . .. [1 APPEN ®ox . I. . • • I....: 1._,.. • L . .. . : .. , . • . , .. . . . , .. .. . . . . . .. .. . . . . • ' , . • . .. . . . . . . . . ' . , . . .. . . . , . , . . . . , . •. . .. . . . . , • .. . . ' .... . . , , 1, .. . , . ... .. . . . • , .. .. •. .. , . . . ... . . .. ,. . •.... • . . . . . .... . . ' ... . , ... ..' . . .. . , . .. . . . . • • . .•. . . • .. •. . . , . •. .,..,... . , ... ..... • , :. ... •....• ..... • , .. . . . . ... •...„.. ........... .. '..... , �. .:. c� ; t n !rt^ . r ,, i vN'C{ T ,rp ... 1 ♦ 14 . ryry iJ'v " ?'; .Y• .+..: • /,. . .... ..;rr.. :. ru,i•.J 1' M ,; i:' S^» ':{i:42x:FtA�:f_�.n.ww:.� w....,.... .. ...:.., -..._ .Y..........,.....�n.�r.n'.tW? : a+ wtrnrfwYilXMMfR1M +t�.!'Hri�'!!N+'N.1tl!I +.rY. MYrYn'. YY3+ Wf.! vM�ers .Yfw:M:'E"A�Y:YIrLMMW3.IHY,?�i lN< l p:' Ki �Y�lf9 9 RIttNiM' HM/ Ytnw. nr?t+MC.rntr..+�vwwt+ww.+w..w.. I . EXPLORATION HOLE LOGS 2 Lots for Urban Homes I..= 3700 Block of S. 130th St. Tukwila, Washington Project No. 950403 EXPLORATION HOLE NO. 1 Depth (ft) Soil Description 0.0 -0.8 Loose, saturated, black, organic topsoil. 0.8 -1.7 Medium stiff, wet to moist, tan and brown, silt with some gravel. 1.7 -4.1 Hard, moist, gray, silt with some gravel. Seepage at 1.7 feet. No Caving. EXPLORATION HOLE NO.2 Depth (ft) Soil Description 0.0-0.5 Loose to medium dense, saturated, gray and tan, silty, gravelly, fine to ,g Y Y�g Y� medium sand (fill). 0.5 -1.1 Medium dense, saturated, black, silty, gravelly, fine to medium sand (fill). 1.1 -3.1 Medium stiff, wet to moist, tan and brown, silt with some gravel. Seepage at 1.1 feet, No Caving. 1. r,� . .. '� ... ,...,,.a ..,a::v:.. -, ....� ... : ,. cv;..,-,. 7,.,.. �.• .,,.........-«... .......,..,....,,n- :rzruktrcrr+ revue. r , .n.ar�x:X44 , `:k;� • F�bKKS�v"l , p i �s; iYC�a�caasvztrnc . / y c,5 ° 04 ILA, r '4 / City of Tukwila I y � '1 d1 ' y John W. Rants, Mayor O r;��� ? Department of Public Works Ross A. Earnst, P. E., Director 908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: August 7, 1995 SUBJECT: Riverton Addition, Lot 15 3716 S. 130th St. Project No. P95 -0041 Activity Nos. PW95 -0205, 0206, 0207, 0239 Contact Person: Mr. Ronald Charlesworth Phone No. (206) 859 -1440 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 7, 1995: PERMIT FEE PW95 -0205 ACCESS $25.00 PW95 -0206 LAND ALTERING $37.50 � -��' PW95 -0207 STORM DRAINAGE $25.00 3' c' TOTAL: $87.50 THE FOLLOWING PUBLIC WORKS PERMITS CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. PW95 -0239 HAULING $25.00 r43 1A 61) - 191461Yst. Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at the number below. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) q\mike \uparivr2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 n. P 02 • G eoSource ENGINEERING, INC. GEOTECHNICAL ENGINEERING July 31, 1995 • Project No. 950403 \`')N Ron Charlesworth , Urban homes, Inc. S.t � 0 � d , 24922 - 111th Avenue SE, #8 `..,N Kent, WA 98031 `j 1 & (. ) ' / A . 1 1) % Subject: Discharge of Footing and Roof Drains �, Riverton Addition Lots 15 and 16 "� -o Tukwila, Washington l Dear Ron: ° t, < < � The discharge from the footing drains is typically run into storm drains, however in your case, the storm drain line is higher than the footing drains. We recommend that you tightline footing discharge and carry it across the property, discharging it into the lower grass and blackberry vegetation to the northwest. The footing drain tightline should consist of Schedule 40, 4 -inch diameter, rigid PVC pipe buried at least 18 inches. We recommend that roof drain discharge from downspouts be run onto splashblocks at the ground surface, provided that the discharge will not cause erosion of soil from around the houses. If the downspouts come down where the ground surface is sloping more than 31-I:IV (horizontal:vertical) the downspout should be tightlined to the base of the slope and then onto splashblocks. As pointed out in our soils report, roof drains should not be connected to footing drains or to the footing drain tightline. POB 12868, Mill Creek, WA 98082 (800) 771 -1282 ( P 03 2 With roof and footing drains directed as discussed above, the amount of water discharged to v C the area northwest of the houses will not be increased from that which would naturally flow 9j, to the area and small stream northwest of the houses. We are confident that these recommendations will aid in the successful completion of your } project. If you should have any questions, please do not hesitate to call. Sincerely, GeoSource Engineering, Inc. C 1/4 „Nod w$11 < f / .., r i r i ; }• 7 5 A 1///1/6- 1 ipNAL �",- Gary T. Lobdell, P.E., P.G. Principal ExPu+„s 3 / f g7 xc: (faxed) Phil Fraser, City of Tukwila Public Works 950403D1.DOC Q; V:, . ,.? .,.., s.+� ...., .,..z..,+ n..,W, ..,....,,..d., =zr xru +e..s•nt: r;•�n,' ..,:.;.::,:. , �Y'' i;i sY:F.'":i 1:i s 1f f Y' ttker 7`Spa'� xi t rear w�t-'1s' *?? S2 i.+ '�x7 �" `� t d ' f ;+ . . 6 ci5 --(1 1 9 a - o/ 7 875 - a1 6 CITY OF WII,A .IU1. 2 1 1995 PERMIT CENTER July 20, 1995 Mr, John Jimerson Associate Planner City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Wa. 98188 Dear John; In regards to your letter dated 7/18/95, I am the applicantlowner of Lots 15, 16 & 17 Riverton Addition, I understand and accept any risk of development on these Lots. Per the geotechnical report, alter the foundations are in and the site is graded, the risk of soil movement will be low, I am required by law to disclose any potential risks or problems to any prospective buyers on a form 17 as part of the purchase ancl sale agreement. Sincerely, 4 4 / Ronald Charlesworth President Urban Homes, Inc. 24922 111th Ave, SE #8 Kent, Wa. 98031 :..;...: > ..r, ... .. . .....,,e .. «; i • , . • . ».i ri,r� .+�.s 4, s .. .,.. 5}'. _. I,rfr. .. ....., `,..... } t. .,. .moo.,. ,,•i, ........ .. .,,. ., u .:.,. �. .. ..... Geo3ource ENGINEERING, INC. PO Box 12868 Mill Creok, WA 98082 July 20, 1995 Project No. 950403 RECEIVED Ron Charleswortll CITY OF TUKWILA Urban Homes, Inc. Jul 2 1 1995 24922. 111th Avenue SE, #8 PERMIT CENTER Kent, WA 98031 Subject: Plan Review and Minimal Risk Statement Riverton Addition Lots 15 and 16 Tukwila, Washington Dear Ron: We have reviewed the plans which you sent to us on 7/19/95. The following additional verbatum statement is required by the City of Tukwila before permits will be issued: In my judgement, the plans and specifications conform to the recommendations in the geotechnical report; the risk of damage to the proposed development site from soil instability will be minimal subject to the conditions set forth in the report; and the development will not increase the potential for soil movement." ( "minimal" is not defined by the City). If you should have any questions, please do not hesitate to call. Sincerely, GeoSource Engineering, Inc. L CQO. te. o f wAsh ti cl � rrJJ J 1. .' r- 0 7 6 k . 1, f 9/24/9r Gary T. Lobdell, P.G., P.G. Principal f ExPinES 3 /V97 M,w. 930403C,DOC • Jo 1. "1-15 13: 49 0000 E 'ENt•IEY PE TEL 20693' '3 P. 2 EMERSON R, DENNEY, PE CONSULTING ENGINEER RESIDENCE: STRUCTURAL 38809 191 at e.E, ENGINEERING AUBURN, WA 90002 SERVICES Ph. 8' PAX (200) 900-1070 . July 20, 1995 City of Tukwila • • Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 CITY OF Tukwila, WA 98188 JUI 2 Attn: John Jimerson PERMIT CENTER Re: Lots 15 -17 Riverton Addition (895 -0186, 895 -0187, 895 -0188 Regarding the above referenced project, please note that I have taken the following steps as required by Section 18.45.080(e)(5) of the Tukwila zoning ordinance. 1) I have reviewed the project geotechnical report. (I understand its recommendations) 2) I have explained to the owner the risks of loss due to possible slides on the site. 3) I have incorporated into the design of the retaining walls' the recommendations of the report. My design work relative to soils and foundation was limited to the retaining wall drawings which I provided to the owner. The geotechnical engineer has • established measures in his report to reduce the potential risk of injury or damage. The measure I have taken is to inform the owner that he must follow the recommendations of the report if the subject risks are to be reduced. Sincerely • Emerson R. Denney, PE Lic. No. 9788 • • ■ ./2 `� u ' `)(v p'el-9A 6A -4-- R1ver64 4&i L- 0 7 -- /t5 . . 7"ukivi /a, . WA. • • • Y ,A1- . a. 1 .. 9 1 0, 0 , 5z ,,,,c. VJAs, If. ,,, ,, (1 ; ,A . . ".... • • Z l �:1� ^ M� �as� ` t BARS "R" ---, •' J B "M " • tr. : t i " " � j ' ^ �.� 1 i3ARS "5"--0 4 , G BARS �1 • dr c S:l „: p ti .. aUN 2 1395 ' 4 ' .4 4" DI A.' PPRt: � � • DRAIN PI COVER IW ITl-I V' a • FILTER FABRIc RAIN BRAVE Diu t Fr-�1w Helc�n i ,e RECEIVED , PI PC FOR " a " ,, DOVJeLSi TO' MATCH WALLS CITY OF TUKWILA r • SIZE . spAcu c, OF • • 2 1 1995 OVER ' �•••� o0 vg..C<TICAL REINIY., PERMIT CENTER a d --2 CLEAR Q) 0 0 e, 7 d i b • . 2..-ti. ' Begs n 0 /i — t 2.x4• / 3 CLEAR. ' , „ �� 5H EA R 'I Q 11 a if • BAR 5 p KAY -,< E ' ,f- u 13 " EFP z psf prp= psf r1 pcf - p c RE( NF, OR .. DIMEtiSIONS R E NFORCIN. • A B C D• E F G H I 'M N P C� R.! 5 ., , Qr . 4 f -fi / ! fl Q rr 2 i 2 r� D 24 • * e72. % el0 4 - #4 • ^, • . t rr r rr r / t r I r it �r #4. 45 4 , �.. • -9 r r 10 18 QA r � < G 12 e i 2 e 10 3- r u r r rr rr r rr a rr e # 4 #' 4 . $ 4^ 2 -� Co 10 / -2 /0 18 2l2 fee sons Report 1 1 .. .. ......... ... .. .. .... , ..,.,.r... .... .... .,.. ,,..w .,., . M ... ,..., . ,.,.,. - .... ,,..,.,..,.,w,.... ,.,✓ ^sr, ..... e r <....� arae;,. 1.. +.x ^ "cyc „_ J �lILA, ��,, ( yv ... Rants, Mayor , j ► " 1 j r � kttif .� t � City of Tukwila John 1� W. ' `' �'•• 1� ��' ' � = Department of Community Development Steve Lancaster, Director % , ► .' P .f tY P Ak, 1 , t' , 1908 +` • ` July 18, 1995 Ronald Charlesworth URBAN HOMES 24922 111th Ave SE #8 Kent, WA 98031 RE: Lots 15 -17, Riverton Addition (B95 -0186, B95 -0187, B95 -0188) Dear Mr. Charlesworth: The Planning Division has reviewed the building permit applications and geotechnical analysis for the three homes proposed to be constructed on the above referenced lots. As you are aware, the properties have been identified as having environmentally sensitive areas (geologic hazard - steep slopes) and therefore, must comply with the requirements of the Sensitive Areas Overlay (Chapter 18.45 TMC). The purpose of this letter is to inform you of the Sensitive Areas requirements that must be fulfilled prior to the issuance of a building permit. The following list is derived from Section 18.45.080(e)(5) of the zoning ordinance (copy enclosed): 1. Submit a letter from the geotechnical engineer who prepared the geotechnical report stating that in his judgement, the plans and specifications conform to the recommendations in the geotechnical report; the risk of damage to the proposed development site from soil instability will be minimal subject to the conditions set forth in the report; and the development will not increase the potential for soil movement. (Note: Further recommendations signed and sealed by the geotechnical engineer shall be provided should there be additions or exceptions to the original recommendations based on the plans, site conditions or other supporting data.) 2. The architect or structural engineer shall submit a letter of notation on the design drawings that he or she has reviewed the geotechnical report, understands its recommendations, has explained or has had expl •ned to the owner the risks of loss due to slides on the si• e, and has incorporated into the design the recommendatio s of the report and established measures to reduce the potential risk of injury or damage that might be caused by an' I earth movement predicted by the report. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 . ., , °,✓ .. "i ^Yr:rt5..'J.!r zar: :'n : wr..,: n..^.,,,., .........•r +ner. x+ awru.. r,..+ Me..eremtrtumte:r.<.d'w:tr.ttlfr mkplr „< war- ^.- .,Yrhr•ry+w+uTVMnr:ext fromr. 94 tr. 1 .”: YC{.; TI 11, 4 "51 SMO:' V 3. The applicant /owner shall submit a letter to the City stating that he understands and accepts the risk of development in an area with potential unstable soils and that he will advise, in writing, any prospective purchasers of the site of the slide potential of the area. Prior to final inspection, a covenant, running with the land, shall be executed by the owner. The City will file the covenant with King County. The covenant shall include those items listed 18.45.080(e)(5)(E). Also be aware that you are required to retain a geotechnical engineer to monitor the site during construction to ensure the recommendations of the geotechnical report are met. Once items 1, 2 and 3 are submitted and found to be satisfactory, the Planning Division will sign off on the building permits and pass them on to Public Works for their review. If you have any questions in this matter, don't hesitate to call me at 431 -3663. Sincerely, Joh ' Jimerson As ociate Planner cc: J. Spencer S. Lancaster Project File t c - (3 1: •' � 1�, +,,: % City of Tukwila John W. Rants, Mayor ' i` 1 ' ` • 4 = Department of Public Works Ross A. Earnst, P. E, Director •• .. • u 790°, UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed development at: (�j /S' SL,K 13 ' A /lJ /s7VV/.) bb , Parcel No 1 5 (,0 requires undergrounding per Ordinances 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607 the property owner of this single family development has demonstrated application of the Undergrounding Ordinance will create undue hardship if carried out as part of the development. • The Owner is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding fronting their property. Furthermore, if the L.I.D. / U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. • This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. OWNER: , ���4% 0 / er (Signature) Date Owner (Print Name) Phone ?ygz.2 11)'rt4 /4-06 5F 8 IK' - . / FO I Street Address City, State, Zip Page 1 of 2 (8/93) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 • • ... ,.. � . .. ..... .. +..ftt! : :.? Y..' iittrs". i5' x: c". etr.' rt,,,✓. v .a..+...... :m.•a«:Mt " {1k2'RL :Ie1., inwW•- .'TF1'1'h�R+i�•Yl<C;e:O ^[M tlKYNNlas: vaCwi. .•. aiu. nrwtwwvs« wVega+ rMi+ nYM. v. dnnwr.. w:,... r.. w.»:.... �. r.... .,«...... ....a.....m•rw.....u...wrr.ruw. ....+. r r STATE OF WASHINGTON County of K1 1 Al G- On this day personally appeared before me o,P/s t.7 H,12 t_ c . . C__ u R i . , to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that (-(e signed the same as (-It free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this 2. 0 day of ..,1 L / , 19 15 . , 41111 / \a Q � Al, rA d s NoT. • PUBLIC TO AND FOR THE STATE 1. J' pU ®LiG i ? OF W // SHINGTON, RESIDING AT: :, 05.15 - ii ` kis t.A 1-r0 (JAI �. / CITY OF TUKWILA: P u lic Works Director Dat • • • (C:waiver) Page 2 of 2 x q6 -o)% Ivo FIRS �� // Pet iRTN Y� �!,.ANCHf Pi. i:.' • Mr.ArrI wA PP 12 p p This Space Reserved For Recorder's Use: Filed for Record at Request of Quantum Escrow Services, Inc. to AFTER RECORDING MAIL TO: Name URBAN HOMES, INC. tY) Address 24922 111TH AVE. S.E. �J9 City, State, Zip KENT, WA 98031 lt) _ Q Statutory Warranty Deed THE GRANTOR EVELYN E. BUDINICH, AN UNMARRIED WOMAN AS HER SEPARATE ESTATE p vt p ) for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to URBAN HOMES , INC . , a Washington corporation W `-� the following described real estate, situated in the County of KING , State of Washington: ' LOT 15 , BLOCK 13, RIVERTON, A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, 5 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, WASHINGTON. S SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. J vM H U) •—+ Dated tl ' 16th day o ay, 199/9 By �I... � i �I _�_ �� By EVELYN E' BUDINIC By By s STATE OF WASHINGTON } SS: J .-- County of KING ) 1 certify that 1 know or have satisfactory evidence that EVELYN E. BUDINICH is the person who appeared before me, and said person acknowledged that she I signed this instrument and acknowledge it to be her free and volun . act for the uses and purposes O mentioned in this instrument. r Dated: Ma ? • r 4 fiA tl �►; Pu• �� i ` ' OR r r lJ cc. ��'r e; Notary •-•'••ter e State of WASHINGTON • Residing at SEATT - • 11,10 �o'! , My appointment expires: 7-12-1995 d kQ° ? ' ' fl 00'L Nd 100 SQa033N AINf1O0 9NUI Nd 00 :02 :20 tf60- 1090S6 • LPB -10 ■ PPS-0 I lJ Y/ IIT".iM n�vt nr n p� r r4n fNl �t"Vl ?vt al We SF Rtn Iltsrntcr RECEIVED CITY OF TUKWILA • JUN 221995 CERTIFICATE OF SEWER AVAILABILITY 7CERTIFICATE OF SEWER NON- AVAILABILITY P4 =RMIT (FAITFA I Building Permit ❑ Preliminary Plat or PUD I 1 Short Subdivision u Rezone or Other • Proposed Use: [Residential S.F. ❑ Mu1ltFamil ❑ Commercial ❑ Other APPLICANTS NAME Lt 6/ H _Tit) • '3 5`I / 4 /03 PROPERTY ADDRESS OR G /0 - caC.)95 .i /C / - APPROXIMATE LOCATION 37 >C c S'• 1 3077'/ ."52-- M664 LEGAL DESCRIPTION Lc / S - A U c 7z?A,J fi - >7ni '7704/ (Attach map & legal description if necessary) + + + + ++F• + + +++ +++ +4 +4 + ++4-++ +444-44.4.4 +4-4-4-4-4+ +44-1.4+ +4- 44- +4- +•4•+ ++ +4-4 ++ +4+ SEWER AGENCY INFORMATION 1. a.[K Sewer service will be provided by side sewer connection only to an existing i2 sewer ZO feet from the site and the sewer system has the capacity to serve the proposed use. b.L I Se_w_er service will require an improvement to the sewer system of: 1 i (1) _ feet of sewer trunk or lateral to reach the site; and /or III (2) the construction of a collection system on the site; and /or a (3) other (describe) 2. (Must be completed if 1.b above is checked) a.X The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b. I The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.l_r 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 Y165alga L,FC/6 0.ga UNIT TOTAL / P (Subject to change on January 1st) ME'T'RO 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 C Mans r, . J. Matelich or Date Inspect -, Steven Fletcher ____._ SCHEDULE C • : 6 65 -4 1,, P . ` ,,, . r OR DBR • THE LAND REFERRED TO IN THIS COMMITMENT• ' SITUATED :IN, ,THE' STATE OF, WASHINGTON,''''COUNTY OF KING AND IS DESCRIBED AS .FOLLOWS :. t LOT 15 , RIVE BLOCK 13 , . ' RIRTON, A REPEAT OF PART OF RIVERSIDE • INTERURBAN '' TRACTS ,,•' ACCORDING TO THE PLAT THEREOF RECORDED •IN VOLUME ,13 ,Y.OF: PAGE 36, RECORDS' OF KING COUNTY, WASHINGTON .• ' • ' ' " SITUATE :IN 'THE COUNTY OF KING, OF WASHINGTON. r ' �• 1 • = J0 • • 7N8. 0 04; . `_... 8.56 eee l 5w � o • tv • \ \ e J H ST .. H " e rg: .►.w�.++[.e•■• of NA[ fva•u �� „,l0t.. •1 r tff'�'� S 129T ••K t • 7.4. r •'.•x. e tt, # ' ^•` ' 1i.5 .► • 3 e • o • •...I. •a0 •• ,• : A �d� 13 12 • m f• 1 . 22 : 21 .::0 11: : !tl , !r tt k” " 9 "' TU: SP :90•-4-SS at 9101140403 3. . . e P �� LOT ? A ... m - 1 A 9. LOT : B 1 h" • 9'• .N Gc " h '' $' 28420 QQ ., If., • . t t3 n v 3 0 4 ; ` 0 •fi /{f 't;.,," 6 10 , 0 yo o0 S 001 i 10 . now:, u_, -- p7 , G «. 1 ' r ... 0 : As 14 w r 0 • P e'vT � y 5 ! � � t7 pa • n i, 34 j9 ,4.&l . p9 ��. o •[) P� ti .. 0 l�.it�s t * M4 ... /M_. 1 ' y o 0 2 ' ww •o0•eoft. : 2 4 0 : -f' Not • j. .. q ; I ; h �=�� P. . II h hya1$ 5 10 3: 147 a col. 4 \L'd► " 0 M •• 1.° y 0 1 j,s1.4e I2 • — .. G 4. ..:-..-- .4, 11"•°•"' '16 r on S . ; y 0t.• � r ti I2;c w ; A Y ; P ... w x o . M i ~ a Nop P � -fE +r • � .�47 Q i2`pG0' M I 011 14 il _. _ V 0 10 0 0 1 1 0 x , = 0 05 0 t �1 h 0 0 ' 40 r�--a— s wos , x I Pa 410 ee l ,01`� tt� ,t0 0 p 23 081 4 M' X 1 ' L . 0 Oil A0 o o I 19 20 21 22 c '� 18 • area '�5y, \0 14 15 ---1-• TA s • r1 . 00 0M• 09.01• witr•t i 15 co wo.a $ 130TH ST 7 � '1 0 gg,5 A �; wog po (5 A ►v1P50P! p b i r. t o ^., °� v1 �. d S7 — ;; at 1 .1. y % o w ti a0 . 17 r • N q • w 0 114 os A .70 l0 � c :. s! -SC"' 3 ' co p 2.,,,c.,1%,,, '4 t(3 +p i 2 • . . ,00, , . p7r.5 W , a w „ 00 / A po ▪ 1 • o > o gy �0d 20 O ^ ^ 1' kr? 3 i a � 7 , o 10! ° y10,o 50014 5 I- f fr. cs. P 7 JO _ Jo q t/ � v1 V jL � 54 , 0 .� 0` ° a 3 't� a h 3 00 ,1 h ... a. O 5 j ~' _ 8 x ,, 4 .1 F. sole : ae.9• 4 3 , 4 3 I[n \ lif . +10 t C 1 lam+ YY Ly, ,,0 �.+. : ` , 4 6 w r �° p0 ‘••••"', N • 4i P 00 09 • m pt p A � 5,� a d' ' 0 0° „• ,1, (1) m • I e .. L 1 0) .�• -a-- -- .. T 11° loonN u `�0 • . 7 6 � Pt' 7 O 1 tl 1, a 1 . t1 I ; 9 P , 09 6 a 11 0015 - t : s - _•`�' � oN r � i � ^ ` 1 1 �t 1 . P 1 !f' : , . • .. ,. ,. . ::.• ....:. -..., ... s.... , ; c .�jw, ::r;s. rsa; ��- , r .. �•rsEr ,a.- ,...., str.: ... ..! >.4'0:+s ?;Ers.wr-- zRnns+�.7r!: - ; ^... :'4 tx ,. un ti:a RECEIVED CITY OF TUKWILA JUN 2 2 1995 PRoJECr# 13 5 ( 4 0 PERMIT CENTER (CERTIFICATE OF WATER AVAILABILITY PART A:. (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: R MAJ f*W E5 -77i) C. • F59—/96 96 9 ZZ 11 /vt 4 E ` c4 "WI Fo Agent or Contact Person /Name /Phone: R AJ C01 3'37 -/ 9 yn i yy Site Address (Attach map and 1_gal description showing hydrant location & size of main): <t 67 5 l o7?f 51 2. This certificate is submitted as part of an application for: gr Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone in Other: 3. Estimated number of service connections and meter size(s): j - 3 / 9 // 4. Vehicular distance from nearest hydrant to the closest point of structure: 1 'O 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: 4 iJij ,(444 i4 Date: (Reverse side to be completed by water utility and governing jurisdiction) 06/09/94 PART B: (TO BE COMPLETE ,,.JY WATER UTILITY) 1. The proposed project is located within I Vr LW (eity /Coup ) 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: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / ' ?S gpm at 20 psi residual for a duration of 2 hours at a velocity of / 0 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. Agency /Phone 2r cis -,�r 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 above) Agency /Phone By Date 06/09/94 • • • SCHEDULE C . • - ORDER NO. 299665-4 THE LAND REFERRED TO IN THIS COMMITMENT. IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: BLOCK 13, RIVERTON, A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. • RECEIV CITY OF ED TUKWILA JUN 0 7 1995 Pg • -Rhin' CENTER PAGE 4 OF 4 • • `i SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS ORDER NO. 299665 -4 1. LIEN OF ANY REAL ESTATE EXCISE SALES TAX UPON ANY SALE OF SAID PROPERTY IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF TUKWILA IS 1.53% ACCORDING TO THE LATEST PUBLIC NOTICE ISSUED BY THE KING COUNTY RECORDS SECTION. LEVY CODE: 2413 2. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 1995 AMOUNT BILLED: $1,115.81 AMOUNT PAID: NONE AMOUNT DUE: $1,115.81, PLUS INTEREST AND PENALTY, IF DELINQUENT ASSESSED VALUE OF LAND: $50,000.00 ASSESSED VALUE OF IMPROVEMENTS: $25,100.00 TAX ACCOUNT NO.: 734560- 0945 -04 (INCLUDES OTHER PROPERTY) 3. EVIDENCE OF THE AUTHORITY OF THE OFFICERS OF URBAN HOMES, INC., A CORPORATION, TO EXECUTE THE FORTHCOMING INSTRUMENT. COPIES OF THE CURRENT ARTICLES OF INCORPORATION AND BY -LAWS AND CERTIFIED COPIES OF APPROPRIATE RESOLUTIONS SHOULD BE SUBMITTED PRIOR TO CLOSING. 4. MATTERS OF ALTA MORTGAGEE EXTENDED POLICY COVERAGE WHICH ARE DEPENDENT UPON OUR INSPECTION FOR DETERMINATION OF INSURABILITY. THE RESULTS OF OUR INSPECTION WILL BE FURNISHED BY SUPPLEMENTAL REPORT. ADDRESS OF PROPERTY: TO BE VERIFIED NOTE A: EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST THE NAME(S) OF URBAN HOMES, INC., A WASHINGTON CORPORATION, THE PROPOSED INSURED(S), ACCORDING TO THE APPLICATION FOR TITLE INSURANCE. NOTICE: A FEE WILL BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO THE WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THE COMPANY. CC: PERFORMANCE MORTGAGE . PAGE 3 OF 4 ,- .- . —............................._ .... .. . . . . .. . .. . _ ... ___ rS SW 10-23 4 • SEA. TILE 538 • . - ... 1 ..11e. • .wt 01. • • o4N4i,yr ---...i6 1 . . 41 - - 8 1 . 7 r • A sswk„ . _ , se e $ N/ 10 - L3 -4 F I • 4 ' 24 4 1 ,..,z..... 1 P . • i I 0 11 i• fp 1 r 4 a li: - . S 128TH ST ersr,r Asda• volc s - ea. 44; sr ....sc 1-'4.- -6 4. nu. issuis ..... y I ' I . . * 0 li.44 .*7 II : • X• • • • • i.7 • • 'C ! • ! • • ^ " ' • . • if" 4C7! it ' • 4 41 e . 23 I O . e • 0. , d • 4 .'. 13 12 w i 11. ss-ss- 2 : I . : 22 : 21 - 20 - : 19 : !a : 17 Z.t;r17ergtIT'lirmaiffesegarvir. .4 3 22 • ' 4 . • . . Ninal 4 le • . TU: SP 9C-4 1 : 9101140403 .... .... - .LOT. A :... -.... I .. . . . - 30 ,9 :1-0 . i B 4 21. . :: ... ! % 28 *41 Aectot. 100 ,,,. , ,r.•- ..4 vles 1.• . •. r.401... • 2? **t o - : Li5 to .. - .... P nnot , s-• 238420 pi). .,. •;... 23 3 ! ' - . • r 0 • 1 - .- cfly if* - o 0 rt s) • 26 1:: 1-e ll 10 . -no....Nra u.A - t oo ; , t S‘C‘' - 0- „ .. , .... ta. ,..,,, 00 . f .,- 6 : - • -4 • - -"' A 19 A 1 0 09-4 M . A ■ 4 *I' - ,t* • . G. . *la' . • ( b deP oll' 1.. ,,,.. : - .. i 1 is 441 \ sof .r.a. * 44 1 *- a : '. : oe 110.••0•40.1 : :41 :: • .‘ 11 . 1... S I . . 25 -rif7 --4=1; ..., _ sr _ - - • e 44 30 ., . % • ila-sra-a- - . ...,, it lrl._ " §. 1 . 46t 6 I e sr. 12 • 60 '7 • , Y. :. . • 75 • ogA .4e. • 23 Ice -I 00 • 13 . -. I - .. .1P• X ,,,,,, - . S 01-- c.- 4 j V 16 • • • t ...1 ' • 1 22 le 1 a ok" 14 ?'- _a0 - 47 ;0 ! i 1 0. • p. In J44.04 ° 174 1 . i l e In * . 1 8 , t 15 • 11. 1 4. „„„, ,.. ,. . . 0 6 .0 A fg 0 Ow 6 0 0 .. 0 .1 4 1 lir a . Of" ■ 0 4 lo 00 ce‘ oiu o 0 . 4 t 4 0 sl 0 di ', ' lo 130T ST al 22 23 24 . Z ift • 4 s $ 1 4 % 4101 1 - A 7 ..i. isbo•- -------- gi.4.111 NI ........ ,c, 4.. csAmrso„..„ ..,... 0 S t. ---■ sac, 40-si - 'T • \ S . ,...---7073r-•••■4 Jo so l ''' t x 0 .5 0 . 17.15 2444/.. W ' ' 1 2 3 co 1 z 3 4 5 A or • • "4 :.44 . : • : 0 "0, .. 1 • I, t ,. A i .e... _ 0 . 0 0 t " ....: t . 50 • . OP 4 kL i t ack LA ir .13 7 _f0 . AO t "* ---22-----* . 0 11 A , ik‘• .3 --, t/.. ' 5e 8 . i % 4 R 4 tol ... . _*,. zzoilt, 0 u _______0 7 _______ 11. t 1 7. i ci A lif: 5 5 * : . .4) LO coo. : 19 sis —". " ) ,,,A roaez 0 vaotsso A 0 ■ ,t • 0 CO • i t; - ; ' I- . . • .... \ °` 6- 'V 4 00 5 I 0 R ,-----, \ \ .e. - • • . ' .i.18 0 A •tc. ,A . N • * 4 .4-:' • • „op . AO _0 Or • le V A:c" ... -. k•..•y .v. ....r a.µr , t. X... Sta!, tr. fw• y,..,. nwwn.... o. r.. vn.+++ a. a. •. s+ a.. m +.SFU+4maxk;415Y„4c+7W3.'r, :! mo w. RECEIVED CITY OF TUKWILA JUN 01 1995 PERMIT CENTER JIJ TE7.1:x: Mr. DUANE GRIFFIN BUILDING OFFICIAL CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 DEAR DUANE, PER OUR PHONE CONVERSATION, I AM REQUESTING TO BE CHARGED FOR ONE PLAN REV EWIE FEE FOR RNERTON ADDITION LOTS 15,16 & 17. I AM BUILDING THE SAME HOUSE PLAN ON ALL TIIR E LOTS AND THEY ARE IDENTICAL EXCEPT FOR THE THE FOUNDATION WALL HEIGHT AND THE DORMERS ON THE FRONT ELEVATIONS. fie9t SINCERELY, RONALD CHARLESWORTH U 11.(3A-n1 tif)me PRESIDENT otottmonf . .0>z"A; ^1 r :Ate. ri e4. . I ,MWARC Wr•M'raft 51.4 allaW009111,'"Vial s t a r"- ktoo • CITY OF TUKWILA. Id: ACTP125 Keyword: AACT User: 1671 06/01/95 Activity Table Processing BUILDING PERMIT Permit No EST95 -01 • Status: VOID Type: B -BUILD Vers: 9101 Screen: 02 Fee Information Building Fee (Y/N) • Y 755.00 EXIST BLDG SQFT: Other Bldg Fee (enter $): #0 NEW BLDG SQFT..: Plan Review Fee (Y/N) • Y 490.7 CONST AREA SQFT: Other Plan Rev (enter $): .#0 # OF STORIES...: Building Surcharge (Y/N)..: Y 4.50 • Calculated Fee: 1,250.25 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y/N).: .00 Inspect After Hrs (hrs).: .00 Radon Monitor #: Reinspections (hrs) • .00 (see comments for multiple Other Inspections (hrs).: .00 radon monitors issued) Add'l Plan Review (hrs).: .0 .00 No. Radon Monitors • .00 TOTAL PERMIT FEE:. 1,250.25 F7=Update, F2=Previous Line, F1=Screen Index, ESC=Cancel Update :s,i . .r ,.... v.. •> .r.. ... .u.. ....,_ ». ,.._......, _..._,_ . . 44 44, .:.nrc 3�i...w..vroe� :.....�». u,. M.. w...., v.•, rrs a m+r r>, r5't;`*':alyd9 na:4 ivw+ 94 aat � , CITY OF TUKWILA Id: ACTP130 Keyword: AACT User: 1671 06/01/95 •- Activity Maintenance - Valuation Calculator BUILDING PERMIT Permit No: EST95 -01 Status: VOID Valuation Summary Date of Table used: 04/01/1994 Occupancy Type Factor Sq. Feet Valuation Dwellings Type V Wood Frame 68.55 1,815 124,418.25 Private Garages Wood. Frame 17.25 470 8,107.50 Subtotal:. 2,285 132,525.75 Multiplier 1.00: 132,525.75 Addl Fixed Amount : -- .00 Total Valuation: 132,525.75 Enter factors or F2= Select Occupancy ESC =Exit Val Calc • • ... .«e<.s.... •, ., .. N.ns, r ,. .T :...0 :CLL;'••: tl1, 1'3a' „43.,.pycc+irl.+a n,lvarww.......rwrJ.C: $ k I•111 •271.C^Y'aU•? 11,2`cintr:E•ft.V KY.A TFH.h?rsNL»MMTYeizt iatuK.'.VPI. LItta�llrl a.Q 4 ., f ,,. . . • • • •1 `9,.4_t 1 ::1 :.1 ^C 4P'Y+Ytiilr' "4...•.+•°r•lw4 'YLw • iw ' • su.. 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(,!,,,✓`',:04.vi'ri•. )14 A • t R t , • C OF TUK .1 . : i AUG 1 6 ,1995 = , • • • • • • 441 PERMIT CENTER .;:. • ' • ':',. .- . i f l • • • • . , ,t• • Ott' • ' • • , 1 , , '. i 1 / .• 0 . • • , • • i • .' - . • . .•. , .t: ,''. • RIVERTON ADDITION VOL/ /3 36 - - -- . . FILE COPY SEPARATE PERMIT - 47-5. 1. I understand that the Plan Check approvals aro REQUIRED FOR: subject to mars and omissions and approval of ❑ MECHANICAL plans does not authorize Re violation of any ❑ ELECTRICAL • aeopicd coda or ordinance. Receipt of contractor's ❑PLUMBING copy of ePP / pla n e p Ld. v By �.//l 4n,L��/ / .Ir ❑GAS PIPING CITY OF TUV - Date 3,4,45 ��22�� BUILDING DIVISION Permit No. Bgs` • REVISIONS 5w5- s * N G NO CHANGES SHALL BE MADE TO r 1 4 S THE SCOPE OF WORK WITHOUT PRIOR gPPROVAL stoO OF r S WI TUKWILA LLflEOm BUILDING DIVION. r, t NME: flE PE NEW PIAN SnBMI TfA L bI SW IQ' Q /SI EN D MAY =WOE ADDITIONAL PLAN REVIEW FEES. -n°✓P SEA TILE 538 . T ws sv ` -'''._ _v _ V e t •21 I .a 59 12eTH 5i 97.0t-L, ww 11 I$ 1 11 .) 'Y y p y —T ! T U SP 90-4 -SS I 9101140/03 - t 0r� IIW:II , } V I to ��II. . e i a , 6AL .111T A t ! 0 e LOT B I. N • JI �2. 2 eazo, ... ... AA f. 21• '1190 i o _ • e%20' I per. S ' ' ; 4 ___ K o Of -g -1 Sro' -15 •\ : -IG\ 51� S 4 _ 22 2! `1 i ii T ', ;1 t p•• 19 20 WT - - _ _, i. Y r. _ - - - w • e` • eT i i �0 .w L.. i i N , ------------r tsru.w.l ApI ! I>0 � I 1 1�l 1 i el yy . _ _ • ' ti` i n I I � •, . 0 �J "a yp�5 UOT . �r"T era' u e .` � w I F :4 iu itI UJ L J H I HS) I 1 5� I} \ 1 2 2. 4 e • 1 �1 I ,\fi 41� � ®R t m s 2 1 + s ; edt 1e ' r. ' I ,. ;. a „. � 54 f:. rFx 157WCP I i- �_ - __ I ' it a , o aao _ - ✓ ear \ vigsza / , m 9 ep�ygA'.P' '� m l `1 — � CPRI . .. e• , T .._� • 1 ,, A • • • In e + > S ..,r .e de +� 0. 3 5 :N�ESi WiHf ION OP - PiRST H`fRRANS Gxls,t Q IDI�, r • E ar I \� a�q —% z .H 9T.. I ENV® ( 3712 51soT ____l- \'��� v!eb - s ~ ,\ / W y , p _ > _ -v ” -- tai SSi521 S L n+ R _ �1 IS 0 n � � ry EXIST A/ / MAP ��� oP ruBwlu v I I N m t 1 A v r . 12 `o I APPROVED / S. 130 tf - . ST - - — / -- -AUG'II 199 ws j As NOTED APr2.ILtai' — / I t / - BUILDING DIVISION iN9� NO n ( ` Q ��e _ / — — YL. eal.nuG taxti,e ,, a s, / , I OY/ -- Rc15T1 PATER t _. CIW OP TUrcwlu S i l-rc ra nu t44" J lIN 0 7 1995 I • . . • • 84226.TTfl 17.0 calf end poets laced in anted& 2p.! t ereneueid er ten Mall M 51.• Dan In nt the Alen (cup; 63.1 Lletei plies&.. Ii. Installer all 1 100T4124•[WAl2 0On y sinn Ins etactS for - • h - e•en Wets sr deb omen a a weather r Iddlf fir alQdsetunI . step. ' - Dinkel napery) d widen *a01. have the xvfecb*r•s Intnllatlen Inttat/en • Who, neon , attn.. ee mats mats Dsn w. - Ioettr . ed fot d taw, Ins Metric. - - -- te ear &plod r In ManMann end did empart - - • Dlvlela! 3 OceanOceanMall be self [sane. tied - attached to Mg eptf . Clarence& of lister allot nib/ a bnwl&I Offing. nit b - _ - emem eel s egos, Mlle, neat et . .iwre onNrtA H essml . r rata end , p•!n.w, we eaw Melt be supported y Le i s n se field rea died tae. fitting, wild a a wild wed des loft IMn WNW ied nth wi listing-or eedMls i nil M r utility .sped Section ate w en onldea 0 , 077 ,7,- oa o r reed oodn . a projecting projecting erst roiete' sense nl divi d ensue ale b In •f ir r • sett re ne tiii Mtn don' pilled 4( . lgst .e .Krr a a nelnl plates habitable specs. Section Or O.LL In • • • YI M en d t ate n t h U 3`-D flows end a ac rotas wren is N natural pedestal ablttN b Minn division 1r .ry.wal. 20 Wing air s fin Seethe 503013."11.8.0. let ntlro N rat la than Section SO50440. V.V.L +hell nerd WI a Iw Ilry W a dap t. eat treated wood b i /• used. the pedestals 9fl 4]d.] 79 NMa Seetln 01.0 Ceiling [alghb. Salado •P•ce all Tw 1X0, al ale e t I In pet 0 lichee &babove .xpw.d W apwWxpµleWe tan aoport - - pd Unlisted appliances all be nestled nestled lnestled ,u� M 4 . � _ - Mal d .t these des Yd /teen. 5 2.• \n areas Yes. new rhino earn t• with standard down from catatIMhen wlllry Might N d Is Men i /M, 6 ea d a W, MI .., Sect (0. .S.C. Mule 251M;e04. U.I.C. - r operated floors surfaces dal M N ' to tlon Inches. except se otherwise permitted In this ' ` pee /led In Ten No. s -; The I suction. If tOod Kitchens • hall; bathrooms. bathrooms. d toilet ]4.4 EM Id Intonn H light u•1 plea nara'bnalMe °dride le °Bettis 9Mry - eted&a awhile el TW• 3-• o. be eared e thin 7 feet . • t aperMYU err Mve alit. Might of M Ins 9°212 "dried et' • roll Wrlle vs ba a00 11.0 ts 11 IM Madam wed yes ceder Intl, Ionian rlalL Seethe 110; 0.l.L , esNglro the far ef protection protection raffled In hi measured s the lowest prelatic. Ire ref. Sent repot pr Ieetim 2ros M•n a Mists d 12 IMa ceder. a N.dr. enacted laser Is rnYnL Interstice ea - -dt. D. hL fair of protection specified In . . the ailing. Vera aged boa• ceiling 00 means 0 Pr. Iandetine footings doll be wtis 7316(c)2. O.M.C. teenier eared r atMn pe.Ge la emir efface se.* se etapn'Yy nonage d M be • vse se. 5-1 AT w spaced se r IMn r raw n tenter, sill '°1 e firm, undisturbed net« sail. Footled Identification to each trues shalt contain the followings 1) - w b «III[ed to nun cleanness Mire Moll be inured to the hotter N the° le And Won Till dell he ilea t• fates 19.0 crew( once tie d es the e 3) ynAaeslle awry; °°tend bo ratan ratan (r°r I. 0M•Ic. 3 a adutlMa otrvetla. iWln Ninth (Ninth \ •pen errbtrlreed own, &rate 73 deem test d S) eM trues °wiry. Ocao•rY'N n/ • canna throw 11‘11 1Nslr I VJI.C. • ans den noon bon ailing abet ore 2303. 7903 N 7903. 034 is inches by a inches. Meta 2516(N2, U.S.C. Omopea71 Mary re sand uses er presided speed I �. a N N Incha Cr r on ce center. [ryl - wrler date d details Yell b a aunt 1• entirely Toll a m r • We na a 6].] Ouesls" aibsetir air raylyd Ion both Mint Mall b - rered te a hotter of de deli 09.0 Cat Nape fro p.r••'•e erntla Pull - 20.0 eves T•ce v •InY ra eon« Satin 503tU. U.s.t. di apperts by Mw or ben, podded Dee the M net newer sal 2 Mleeel te I wtlnl dad N 1 agora feet fro eM sire /W H Ina.& cue owed M e. Wlldlro official before any /lab ltatad d unlisted xp RI' teethe SO2dN �, bottom ef the Genre le M le Ma 7 fu ' Ana for Pree R Yell'be nom step nes s m. openings nail be lasted se don to - are r ores N esnt l ar. 12/Section ernema - • - I sue. In 51. 12.102 Sotic. 219. 'Q Y' above the Iles. Mc. 2 Mice•l te I vr ttM unless comers a practical end dent pwlb cress 34.6' All roof ernes shall te w fro rd EXIT is • mt11 d eW Vleitsi err ef 61.0 All wen air ban eN M.II be leafed W i t.Meeek tli data MAIM. 'cep elp we emellatla. The menthe Mall M angered with If ro rote In • building boa • sloping edit% remitted. Deviation tie the bre gs l n oetr Ind sateen Nn nth. 9etla tied ins the f.a eif led swotting pia se es press be • inn M• Intl by n escrowed way red detailed he the inscribed Wine Might Ion t e nom Is 11•ItNlee for el•pr Mall be ennead all 016(6); U.s.L q fro on In'„ pert N ne Male ry• listed Tel /lutlem. Section 501. YJI.L repaired in only roe •eewelng in than S need re acceptable te the boil dad investigation n sere ales eMe.Yl,. speared by de Wilding sshallehavesu t lo imEe er is s bail ii a.11di dtned - tti a em r0 - ietir uidamNOtec N'Medlar sad 65.0 I( umm laded far on M fan the finned firer he the finished ailing befw won load Is placed rpm the fuss to the sky aid I• 1 10 r m ural dna. •hne, r ecnflned sines dell be te sill be linllded In ro angaatln N the 10.• The pineGe* 0 bindings d structures • fatandn wells melons a brwne D�I nnei d ewe Aral a�Mall be as te beery a eni oppal W dedicated as the Wig W Pills IISte4. Nctln 50, v.1.0. anima arts then. ut. - b.lr /In1YW red alt b de.. peHad Ytldt al l reef teed. Satin 25.1742, u.e.l n w sires* to stop* strew, Mc. D W lse.l b/ •wand c ab • race se d matrMlL faun d Mrirye Nw NM M w loop don M 1 Htinl Pull M In ucesldrlCe Ylg and 1 704fU . Y. A.0 standard M. 2311, Ong Cent? Ordinate Ile. . 103. 66.0 D wen sir fern all be berated In + If a room W •!tread wlllro. the prescribed to v [dry Crony ordinates. N ell r Wen [s. 717' ed r desired to b used a • batobaton attic. Might fs required se -Mira 1M won I. U.S.L. a d W aa(rb0 eineelaM a T 35.0 than t e reef Slap• 1• IIns Mn SN2 n.O tine N en art M with dbeeAan bower closet r In nV enclose' enclose' epees Ylit thereof. .ethereof. hod In n err all a MlMint N a n we win .anrelro ratan d nine joists such <,3 furred telling be less M 7 /M. iinn . Warr clearance fen etemdlro sip. n ride. board. her. d n11M shall be 35 S 0. .'6 103 t inner Iran ]303fU, ears only furaM and tae r •nace sa 1207(•). 11.8.C. All lean, Anal, pertlNaaa, structural Sf04(n, U.S.L oaten van furnaces, retard furnaces. d ., In enrol. Wlln a ben sloths all be u e - eld-leen ed tier. a jointd (saber, al r nos. Seale a 17(hll. U.S.C. - - oaten heating tin en. lulu l0%. U.N.C. 7 tern. WIRtrATIlerwe IAN Of sufficient Osten free S. slope be pens flbrbd Mrglrl (don d stncttn(Y) M.0 "after ter ale 4 let ere. when n.0 sends d •veer sleeping nom dal 61.0 M .none •Ion lumen Malt M installed In protective free stem drainer, rosin d hrnuN .wiry (Yen wed •ttaM•l2», pain have It hen a „,„„b7, Min. r stele due 117 121011 Wales Er lotted lade d Mawr felines. bet Y preedd for In and poles regulated by this dgtr shell comes senile mats d niters w net parallel, reword for n.tmay een e er man. scope • cleft r .lave We Mn 12 Indite nor Me ventilation Mal p directly ante • street or 0n•ulon • (Mew) and dime es. 79.1. V.S.C.. te the @Winn atoning or I Nile Mn festered ee mend. [die 7303, 017()5. or r.+ae Year shall have • Anima net clear the rine or }tress talented Mwln with • shale .11er r • yard r Lest fated n the the following needs Wit be meted to provide specified In the V.I.C. and dell be IS Identified U.S.C. - afire N 53 square feet. TM Wan net ales .lane olw wading pee lee Or 3 inn S at net se the binding. for the purpose N this protection. are tM existing slop• is by the erode oath or a CetifinG of Inpectln grin height denim 0311 be a IMn. The • slang the nos. b.tt d top 0 the Meer detnInl a tight d coronation rqulra nt., s[ den 1 Wheel to I vertical, the toe I test y worms may. 37.0 M sheen. el el nle Moll be in exrs mi re d meter w deer rang Ndsdion[a dal be section PM. use. .�}� are race a be wide nd as • motion of an of S. stem shall be Yon G be et to Table N. 75-f -1 d Us. 25-792 far pined or 20 inches. Wan Andean re periled es • roc .dklnlry one Mon ea-ha ef the e en. N the 1Mwaln of • )riseul pew de ena tenant Alt Lth n, timber. pwe d lodes le rmoulred te D •s Tens . 25-1 d Se a . 25-1.2 for r N W r mar lumber aster or nal have s finished 111.0 .t .0. tinned pnla en benne epptMn• ( -, -_, J awe wall is p end untneta and provides to the slope at an role N a dears te the M Tested reed inn Section 2516(°) Mall a • Tata Se. 23-f -1 hr prtlslrho.N. teale s111 Might M more than 44 I.d.. atone the dull not be IYGII.d In a pit. Basest, w ('-- el epelry el rot is Mon ore-tenth w N the fifer horizontal. re • retaining well Is cen•tnt.d farms by the Polity mart of en owned 73i7(h)7, U.S.C. float. section 104. U.S.C. L \ - a of the interior race 25 snore feet, t • t the t of e slope, the M a slog height of og InspeInspection prey Inspection did wired maintains i silstellar laatlm where hervlr- Mamalr w NW rea did« gratgrater. rr is at. Section 1205(a), Y.S.C. Mall be rear S. tops ensured fr the to of Me wit G r the et vfNap teatim d teatim Inspection new the 38•0 All wood exposed , such a n to rather, 36.0 Provide be ••n et ogres f• all alert. i an se S. u hell not p. top the e slope. Section 7/07(t02, 7/07(t02, V.S.C. nifty ef tM preen o r rprlfled In U.S.C. Ine'lled in a es ewe vrNrdeon ties spa r 02.0 Light. All "niters raw within • Stoned S•. 012. used for di dock freeing Including king, railing., floors Sr w and r ew W Nary We ales a soma f late de such l•tlet Is provided old en 10.79 Fasting setback fen ducdiry elope Joists, bon. d pats all he praeen, story. section 3303(0. U.I.C. rea nuns Ir renal of tanned sr. MnIIle dt shell be presided with nenal light ' IC ceder o Suction 7316(6)11 V.S.C. Section M, u-n-c. by mane of nearly glazed openings with an area surface. Seating n or Aisne to slope venom 22.0 Ire nilIro to be In capllri• NM STE; If the finished fin level directly err • M as than a,rteh H the flow area of such Mall be fended in fin material with n Table le 23-e. V.S.C. ee 39.0 don d to dIne r parse w era • usable 1l flaw se ore 6 flaw as e than Ir r proviprovideinterne t 69.0 Far provider In a tall.ti room with • Edina, ef II snare fast. Irn rebate* d totted fr do slope surface than M IMn erns rash. provide guardrails net an'. oral, a dined heroin Mr Gee o 302 et nary Ventre. referee a attached 1205[0, U.I.C. ssufficient vertical to provide vertical and app latent orrt 23.0 Wad Were earn many r cwnte tees te h M inches kith with Intervenes em ith Ine r r Gee Mm °f the total p•rleat Is 12 t tel ef Impasse Steil." is the bathe without detrimental settlement. r Ire aa-Ml/ IM rat .Ion spa m tap, peed such On • epic. 4 inches in diameter nave tad a mg mint, W wale r wed 03.0 venation, All henna ion within • SeGn d pr for In OM•Ctlon • (ctrl d NOp. d d. Suction 2516(05 U.S.C. brut pas throne. Darden to be designed to sear floor epee Salt be anldrd r • star. 70.0 Awlinn Installed In green or other figure 79.1, U.S.C.. a fry «Ire ae Is section 425. U.S.C. dolling net atoll be panda with neon due adequate te not shy criteria. doe tM lineal I to • horizontal /area H 20 pawls per wed Mw they ley c elated to whnlal with e, e by ern a apnea atria openings the tap It steeper steeper then 1 horizontal to 1 vertical, , 26.0 /a•dtta ripple belts Mall b fro Ilest foot Mon reeled . Se tim 1712(0 T N .right role to the 57. 0 All wrldn all be a lea death drags shell b suitably guarded sent en wig n eon A not Iw than nu-twentieth of de the •Yp,ed setback shall be •awed Iran aS stet me l i doe lira tee etudlro rem top of the rattle. ITable a -M, dope by biro Installed bdlud protective few eta N sad tan wig • alai of 5 ne in On r degrees me the horizontal, nth • when toroth of 14 deba r Melt be Y.M.C. Inns wide. Section aa(I, 1111.C. Wriw or by being elevated or located an H pore feet. to We of ngll.ed atria, Alerted nerd free thy a et de slope. Ira et selad Mang. Won ending 4 feet - the normal path th of vehicles. section SOB U.X.C. epelom for noel vmnllatln, • mechanical in Might. en walls ell be fro of .tut 40.0 Ilya roof angina 'mooed n the 55.0 All roue reprising • delllng ant tiC ventilating onto •ey be provided. TMr'"ste Seetla artd)3. U.S.C. hMry a ale raulra,ta for an additional udsld all be need with extorter glue. (residence) shell hen oxen tin/int Swift 10.1 than or caollry abstinent located In S all b• capon ef hour Is alt habitable dlry wiw • mina. set a 10.1 MIL M enter between wow Stem/. aMid Ma Anal deeding way te Section 7317(h)8, or eth • Y.S.C. d to nee :parts H the e dolling nit. Satin ma d did swan . tics sport, r flew , a So brace cripple malts having • stud Might - 21.04.115, tiro aunty Cede title a. l ef o Igniting fined* noes shall be nth feet et air pr singe CS eta) pre wan sa Wean by d dome the Y.S.C. shall be peel N ( Inches n Section et I. Sion 2117(g)4. U.S.C. 41.0 Awlicetla H reef tearing mewled capable Wbbat. SSatan 3a, table 3.1, to msNelf the bWlding Icing sent dinner - rarer with the pilot. and burrs r het ter free . Unhinged State MM Bede d Mule 1203(c). require by Section 2107(d) d epee Ie. 29 25.0 bre saber and barns all ham Tables in warden with I'ai !0 ai 4 3 5 1RA IIO Nees t. ditches SO ,emt U.S.C. Inter dew the I.C.C. U.S.C. Vet preen el do sal ell within a tats R -H, 4h; Rtl, 32-0-2, d U -q lf. • All IMHIa mdrauls.'neon -few lay. seeded SO4, C. britsat diet...* 7 fu ire, the tee of a sufficient bearing aY bond en atlydle vein •tteched.) 44.• let Used slope alt be cxpghle at 'escorting the In M cawedla oGedlWr tq rain pr TWe facings W r caper b.rlw r breeder Wee, 70.2 M muw *Ge pll•ed to te an • feed the sal elder all ann. Martin 2T/(d$. 25•A•1. U.S.C. 4 1M net t free vent iletlro row N enclosed listened within flw /«llang annelids. position shall be securely fastened in pa. Y.S.C. rafter or Wit Ten alt be not In than reef/ceiling oaMllee. wells. tell Wen. r man for a pile cee shall be dined d O 6.0 Cltdea all be provided with Meat 25.1 fey Lain /sal enerueteas the rods of 1/150 e t the Seam et W Tee te be veil.ad, attics all hem • fewer Mir mat be enGated to stain ...KISS d Kenn l '- this (Syeted d a ald r netly to e other 10.4 Fenster elevation. lb Pelee a Mw M stn, meth Pelee In d MSS than 1-1/2 Inn ra SS the a M MUM, provided that maul 25 d • We ally in te areal 455 in within S. • stress llNGtln In the (� Widen Was apron by the Wilding the top N e en der Wren alt enact N Wring se wad •r metal, w la des I e ef de required ventilating an is tented et '('•' toted in .sae wig LLL Arend M. bW idle aide. Suction 504(m. •S•• \ riled keen • capacity N u lem de, owe hdme n ....MY cage YMn swotted a • 1 • Iwo) M aM eM r anew vase wed a 4t-1. QCB1100s U fee p1uM leedeelw __ TW lea M Slake Ice d We Ns. ht. above W r'vetla N a n pew et Pain . r1 , strip smiled te s •f• ad abe. seed: Sloe bob...salad M eM aws r eroia all rear Yig pule tat H a Weme 11.0 Ile dampers not be insulted In sir N Ann r try net N el spend Nader Ala Bedet d 0 doe wed dM e w Mdlrtls can Ether m. dMer • mime N 12 IMn plus past. M 7912(112. U.S.C. won.. r If • • van nat•r,lr nom aer.diro • 1 la Ire enacted maa •. a Na Totted ,Aces psing threw a well, floor, r selllro binding niche WI Won 000704 pew rating Is IoW led en W ern side N the renting • n in e . temp t, slneln 3 _ N.1 Dale khan ten menden ad flaw.... prime It s be entrees tit 26.0 Mains petitin pertedledr to I IwlUiw T e epedom Salt M nered with d .e&e den4Ted Intaiw de re nth me eapcy) fro a eo tins S. pna I a� - AnetM sleds byre all M ef aN due remind diner r a Pacer of reran Well M be 44910 from rwrelro girders, ewnremlesan mats mad Ng mad .pans the inn, podded Sat de fan Is Walla 10app), prodded °rh duns within the ears ` V / meth intern afron ducts all be eery Ire the none Is prowled •t ale wellr r prettier man ti n'loist depth. N 1/4 IM M dine. Wien Ra(c), U.S.C. In .t shetentIM man. floor, r em °thee& ari set Me 0.019 ofs 26 ng sade'd sheen t SS ✓ t e niNy •irtiW d eel only with the Lain a d• site. Section 2907010, Y.M.C. Sala x17(05, Y.M.C. • 'redolent N theater It U.X.C. [asst eat. 43.0 w Used of the U.S.C., I42.1 -4.2 LaJI.C. sea) d hen ne earn into the seraph Stall to ets annals bllme and be 10.5 The W11dile rends' may approve 27.0 dine ether d prNpb to barir. Section MOO, U.S.C.. 1006f at, Y.A.C. &pipped with bath draft dxpx se. Section Section 1104. alternate When d damn. The be wine Irrtitise sateen be satl 2517105. n.0 All stele lY wig W ltd... r are TO110 a[t -eelwe AlRIAY[!M Section U.S.C. *Hint en entre an ine\esellon d Y.M.C. vertical Might all be gadded with N tans Mlid fur.bering epistlers Inlet airtight 72.0 in air fuse Int•ll'tln In attics � U.S Son<le clothes awn all be ,Yrmala a recaedMlon ef a'stifled role* to Tatra a id b M L T es ame. e men Mall at,. furor, •teem, rem heeten/firatsa or crest spas nett only with banes 705 d t \ J dntMe that the intet et Section 2907(d), 25.0 Mid Inning over barnpartitpartitions. e ery partitions. be tanned in • redder, hallway et readily tie.. fa\ay-s4lt fireplw. d fireplace err, U.S.C. directly to the and if In on •now that Is U.S.C.. W been atfled. Such an Instigation wane. and Wma. Section 317(d)3. aiT(hw. accesalthe location d have at Int 30 laths insert•. imitate r containing ether fuel bunt. all Irene meldrNir of menial, Might of Y.S.C. teed nen. Wties 310(0. U.S.C, - 53.0 [very at tin. data to b caned 91imae• and all at the provisions N sloth. Slane gradient, led latneey, d an 10.0 ales °teems. seers by nary tour all be rested Co • venting "stem ethetylre Sectin 1104, U.S.C.. es wall es deem' M row srectr N i.tls Ma se Sedan atrial, fe 30.1 Iri iW.etld ModiVr o en noire ranee VAR • W d l all wild NI-belry aNbs all only with Sections 901, 902, TS . 4A, waoarrY Irtratdw and wandtlw, 2907sed, U.S.C. Section 2905(0. U.g.C. Seetla 190 U.N.C. Ora new acts all 45.0 sent& ell Serino. Exterior wood with the prevl•in of sedan 04{, U.S.C. PI, U.S.C. t ain.te a Ng • backdate e¢ MD salt 11.0 Sidra ngrlrnn. Ion finerdtla clef. ]f.0 Ile thorn ddNbtalry all be std malls Sail be reed a the aside with OtAT1110 14.0 Every Iatay Wile dimes, two I. va, ten Se. 2t-A, adSd, V.S.C. T s be wren r inane! with sheet metal ivalled n Y Nf ill rested draft epona.we maenlal• petaled In Wtion 2916(6), U.M -C. ettType t w went, r type Si w went nett be same et ether fasteners end will obstruct W de (b vertical lee ur al). Se 2916(N d.elll / 61.0 tam ry net a b sell provided with Intoned in warden with the tern of Its \) fn. nnen otherwise natter r require' by 13.0 Snips finedNon ell ralMa.r�,t d U.S.C. 44.0 All- w,eMMr opened afar all hw . Indio dainties canna N e taming 20 11•tlry, wratue•• Iceratin, d the the dryer Wadetaerrs instruction and .pproud foaditla .ill mWr•ae reodrne (ter PWe Y.eUer -.sines tenor to protect a Interior degrees at a point 3 fa awe the floor in MI Sects 90 prwlHn of Chapter. 9, U.S.C.. by the bWnng elflciel, dyer Suet Sate D- 2p-A -1. attend). [dry Card dM1ace M. 30.0 slier d ws. Ipmd to to d wall awning N • Wm nanny. notion 1707, h•bitW rvaa Mr the outside tegestw lee section sa3(• >. U.N.C. a a •• ll ed • total When henent•l d = baring .dgatty anchored at top end bettor 2516(g). U.S.C., U.S.C. starched d eld es. 17.1 at forth In fella 303, Y.e.e.e., Section 1212, 75.0 A rT'pe t or D w ant non Grains vertical tern ef 04 feet, including to r 13.0 faurdtla with a positive direct La+rction te rover R -1. sere.[. degree at . Two feet Shell be elected fro elating a shall ltd enlist uplift d lateral dle$aceat. Section net lu to 1 foot above the roof through Mid mesh 10 dean new is mauve N w. Section at lest 4 InMe des the adjacent finigh er•de. 130. 7910, u.a.c. d V.S.C. etaend e. 017. 47.0 /Man bide we nor all only with 12.0 fat -beery equine loner within tire it non net Lass than l feat from ee' portico H 1104, 1903, U.N.C. - section 2907(a), Y.I.C. the provisions N Satin 300(d). U.S.C. Wilding envelop, (oxtrtctad ender the a Wlldlng Mid extends at at angle of man 06.0 Yatr clwat e4fGen minle ]0• wide 14.0 fenders /en all Midis an a 31.0 etnnbrel .unlwlle• peed, flwl!.., eairton stet. Serf/ Code) all Wain then n darn sea from the W,[mtal not d pp/pined edflw u,d•riwan Iles " 41.0 war all meson n toad other than connive air from °Kenn, sands a In than Men In Hen se Y.n-c.,ales with n steer net is free N •en. Dabs surfed ef the ran slope wen than 1 foot in all empty SS scion 7317(e), 15160). U.S.C. Its a maleit d the vented den lad of provisions of Section 601, Lite. lletWtr\ed etMnla. Section 9V1(di. U.S.C. 511(a), 11.1.C. 10 feet all be brad or shell be stepped w 790 veneer [hove. Section 304(a). Y.S.C. 76.0 A Spa L voting system roll tonne bog top and alter of eh fwldtir n iw1. 32.0 mod stud all frWs for sin, Might, NOTE: WISPS Gr101l. a &Sae H • 01.0 Slam malls IS all M relatively moth. inn 077(c). Y.S.C. Wilding Mid Maud M less gar 2 fu • above • a net area° Mad Wd..rn•heane.t, d not Nenw1Y .ffWed y d twins Section 7317(e) d Table So. 25-1 -5 49.0 Neon nell M be mooted by mood Min than way en be Iron t0 r free It pease. w We te. 4 feet free w portion of eaten as • height H net is tem a fines 10.0 iMNU1 wrote footings nor hearing (lef. attache)), V.S.C. ears. trap r prodded for in Section 7315, the striae. Section 201, YMlnrelme Stan the W wiry shed sold et n ale ef man pier pat d h "st em d V.S.C. ▪ s the that. 516(0. U.S.C. setts, ]].0 eel urlr rile d min ern stud fates Cad. I W< SUer d N f s on ri6( let inn Ilse a he. G a Y • Wes for tile or way seraeent,e ten. Shell her • �p�� d IM It /a all be effectively d thradly 025215:15020 63.0 end steno all be append y the M s. r sheer sales e r water 26 13 thins, desired a Section ISO, to Sections 731T(e ZW. d 1We 29 -v, 77.0 Ye omen shoal be Ine.11ed within deem eaaeGe a maths, a .S.C. a myna 2613(1), 032 me awe, U.V.C. 3 0.0 M rib w awn eepwtla Steen We Alm off Idol for safe w r troy with Wang thee aneyang Yid 41.11.C. Standards e.. U.A.C. Or. •flied). applicable atlnllr recognized atab.• as the eon r w In did the reliance le the residue: 4714 all be teed, use that iatarwl•tett 16.0 IedMUI wrens pier feline all ]fro T.eaw. 1tw0 sal led - a erYga (Map X. S. at a ti l t 3 ) d evidenced by the lietlro d lay N a aawd dated and all b corrected to • chimney or Saver bwd all ate be a In a E011wdle se erepYr/) wish' racy. welt in rah s wrung as to maintain the newt U won ea nesldes 0 In row Pend • nine N S Inches nor and rand Awlom/Mala all M surd b7 a aseewd high h eenta agnt we -Mr r•we destiMY pr Table a 5-C, U.S.C. Meet te When hurdler hurdler such se ran the anon r pea Wd they a stun ef useldrta seta Mln•r. eeatnrtlls a e n re eeegs a dad S c[i l•N 503 (d), to ca wee r d on e l atom rat 0 tire. of amend lead N steed raistate day r tr te dray Mall be on fob M Iran 41 si fr41.03- inns d nano with dr des all rpl -lQl nen 4712. Dad W we Mb a frre in all tented d. Ieetim 2316(04. U.S.C. Inopotie.) have 1 -here protean W Mr cellar d RECEIVED "` � he gra_M6 a artist 25160). 11.0-0. natural rare. SentW Mad. U.S.C. 70.0 coat Seta all be ef err ae eat CITY OF TIJKWILA ` �\ r f2 /I r ./ i vff �� 1 - - • . • . • • . . • - • • • X008 Idiom lade balls. liadleet 582.1.4.10. 21012 Isoiradatfas sarvia• Mt meter piping, V010 lest Recoveozdntilatfat Systems. Alt • . • . , • level. When gimping roan are located an the - - -- shall be insulated to Table LEL' Mallon 50714. ' duet wort dime cyttsthn systems - • - . . ..... _ . • upper rom Detectors shall g lova le detector shell be placed at the s. Salo grab extoller wall insulation Mold) shall be not less than II itch dfamoter. lalancine • firth In Table Is. WA, 10-9, and 10-C or adllo of the upper level In dose proximity te Ode 0 the wall shall extend from the top of de )1023 Conservetko of list WNW. Showers ant despareard floe measument erfda.sliell be - ..... " : 21464CIUNDMMS ,....i. RE a. QUIR . FM Ill EARIM61"3-14"1141 factory male sir diets cooplying with U.L9, the statutory. Mere the eellfng height of a room total grids wall M tin top 0 the footing ard Installed an•the•supply and return. elites Stendani go. 10-1. O.N.C. lavatories tmed for other then safety relearn Nahum floe rating dull be not less then that • open to the hallway serving the sleolns rooms shall be dprrred Mr bdarerede tea, Above shall be l 'quipped wide Hai control Mites ta • maids that of the hallway by 24 fiches or Mr% erste Inundation MI be protected. speced In Tablet-2. itaidnee flow rates In OURS MOW daft the tota water floe to 3 We. Section inumnomeam m . loolll Of MOON= leCornolOCO 78.1 Joints ant sods shall be subdantfally detectors shall te plead In the hallway led the Table 3 Klif•110 flaw reds In Tsble 3 de rat swim= mem MOROI Or roo Onolloo 504.8 Of TOO taw paw ONO.) =OVA= eirtfght. Section 1002(c). Table ert. MA adjacent oourd at ari m b. insulation used m the interior Mom side of apply te heat mower, vottilatlen mites. • Feuesucte coment su ookoe (r•C•11•1111Or dicta) sal Table No. 10-II (flat, audible In all sleeping arms of the dll'' we, the wall) shall extend free the to 0 de War ho - Sectian 303.1.2(0. mer oval. aid round duets). UJI.C. • unit. elte required detectors shall receive their grade wall Is the below- 024 „ me pools omit moo (outlet wit gradolloor level. I 6 6 12 6 12 power from the budding Wring and be *loped • S V02.3. Dottrels. All ventilation system outride • 2 8 8 15 7 IS 78.2 installatio of ducts shall caddy With with a battery below. TM detector shall salt • X009 Claim and goer il Values. For crap 11 a. leardnif acrossible 01 MM. shalt be madly secessible. Controls for dole • • 3 i0 10 18 s 24 fatten 1004. LILL signal when the batteries ane lco. Maim scaetorey. stazins and door 0 Values shall be b. Pool Serer. Muse verellatfon systems shall be capable of 1210(4). U.I.C. s. Philos Insulated to Section 50311 those values approvet for Me by the State of . . • operating the ventilation system without anew mad comildow ortrostooadidoes we fowl. toothy lad Siondefoss dabs MUM Washington Department of Comerdty Development. anersizing ether wergroormilo sollences. unwind le &aim 2907 (a). • 86.0 Skylishts. ClazIns Installed on elopes 13 wy ...., Were. me dam action ION. • X013 Water Meters. Storage Teed. Id dItum• swetem302.3. rIbe good 'Worths 0:cromy be acenewdo de *ado NEM molds foods& 75.0 Usable space under stairs shall have wells deems or more from de vertleal plane shall be Section 502.1..9. • All storm tester heaters shall soot with Madadoes ow remota rodia addition wile Mcleod moderolartes. lbeedatiom and SOtfith (OM the .1...j Ili*) htItlettli m constructed with any of the followtnt meterialst • requirements of de 19 dm illseralut •Werams• VOLI Oubber Air. A gechardeal system dtall soppordavaisodgsbaboosesolindlotowsdosoesBoat rwilred for 11-hor firs resistive .auction. Nultiple sr single toyer systems shall be 310111 Vapor retarders MI be installed on the Energy Conservation Act) and be se labeled .• empty OliffkOr sir as romfred'In Section 302.2.2. Section X10609. U.S.C. constructed of ludneted glass with a Nahum mi _ s t. i t, w k." ot 1. „... ....tit. Electric aster indent lin unheated spaces er we The mechankal systole may consist 0 wham fang. • nod 30•mil polevidi Meryl intsrlder, wlred glass; In the following cases. Section S02.1.6:1: concrete floors dull be placed on in amply fem. or both. Section 302.4. 80.9 Fire bled stairs getsatan stair best-strenethwed glass fully teemed glass, or ECEPTICAlt Vapor retarder Installed with not awe Inct• Irmila °rims id • •Infila . • . . 164, 0 10 IISSra•Od plastics meting. the red/foments of t i......dt. 0 0, 0001 010 Noma f t ... themil resistance 0 R•111. Section SM.2.1. V013 MONO Air Inlets. Inlets dull bs serfraere at toil eivi betteu and alms rum esteem Section 5207. Screens reed not be installed under As sondliardled WK.* ' 4 --- $tsds. Section 13 1 6 (f/e ILIA. 1991 VOITIIMI011 AS !ICOR AIR 011011T armed er ahead.* pretectal free entry by aldlights trithIn Welling units shon ludnoted - . . karma. lowee, or ether material. Outdoor air lkoot000me -,....... 81.0 stainews. Nub. Nee I few. mgt. Ildas• Is umd •• th• hate" I•rd as 410, fully- 1`011 floors. Flare sows II auditioned t Id V001 Minato Vantilatien Performs*. gad inlets shall be located so se not to take air from Mee II -*"... tempered elms Is met s the bottom layer or when tho following areas (Section 302.6.1): Frebermiem I , nil d Erdal handsel. minfous a feet 8 frallost fully-tempered glass is a mod In both panos as lad s fmtmtaffftlisred specs shell lane a veva . • elwalling mit or guest rem shell be ordered with ocoldem j _..1 Nam; wit* 36 lichee. lardrails to have ends alo the following conditions ore eats retarder Installed. die vapor rebirth, shall have ... d sup ist .. t i t.... tow o n . source specific and whole house ventilation it. Closer det 10 foot fron An appliance vent , - >- reamed ard placed edam" 34 inches. Ruh= 38 Watommehmeeced t rm. indes above tread nosing. Unless desIgnated for 1. The wag of sods min of glom shall not exceed P 3t r eth7f•n• ar °eft fig" ffil•f/8116 Suds. "Amen" .I this Chaeter. SaCtlia" RILL outlet Mess such vent outlet Is 3 hest Agee "( outdoor the disabled. the hantierip portion of Madill' Is sn ew fe • 502.1•6.2. I V001 Some SpecIfle Ventilation. Sourat the alr inlet. < 3 shall be rist less than 1.1/2 Inches nor mere than . . ROME NO. 214 2 halm in gromsectional dimerellon er the dap e. the Menet pant of ithe glass dall not bo X012 Roof/Ceillreg asamblies dam dm sPecifig whoutt ventilation shall be reedired In b. Mere It wilt plet de dijactlemble Owe. . ialing s e *ad kitchen. Maroon, water Nowt. tawdry Anse er flammable mare. shall provide an advalant durfsed rho re n f e r Me tita 12 eet abov fry welkin" stem o ventilation sp above ine the !mutation Is leas • bander* portion of handrails shalt Imre a mend mew .....a.t. orso, I den an words 0 12 Inches shall be provided facility. 'rubor striaming pad. spy And ether surface with no sharp owners. landralla with a vapor retarder. Faced bete Imulatkin MOO Shan GUM MOW wow lir esokIns odor Is eg. e begird. or wepeatery teeetiaa. ,. • Z1 prejacthw from a mil shell have a seem of net 3. die nominel tidcbrese of gado pang dad not where used as a viper retarder shall be face ' produced. The minimae sorat spociffe verellatled effective obast ity shall be not less den d. A room or spew Mho grey fuell-berning less than 1-1/2 hiCi148 RIRWORIlthe Witt and the exceed 3/16 Inch. SOCONIO 3401. 3402, 3403. stapled. Slagle rafter Mist vaulted atlas handrail. Section 3306. U.S.C. cavities Mill be of oifficlent dip d te allow a levels specified In Table 3-1. Mtaust fans appliances. O providing sores specffle ventilation shell Imo • ;WM 1SE 031RVA(I P 611 M NOM WIT! OThER FUEtg minim ant In weed sir spies them the • 111.0=2/B21111 Insulation. Section 502.1.11.3. minims fen flea of not tele than SO Om at 0.23 a. irdivldusil Room Outdoor Air inlets shalt have • Inch water sem for badman and lairdrfes, er controllable and mars epardne and be capable of This. Prowled's RequIrements are spoilable 10.0 Safety steal corplYing Nth Section SA45 . eddy to larrfee residents( b.ellellnos bald are X02.3 Wall Insulation. dile sepsratins 100 cfm at 9 .15 than dm gouge for kitchens. ' a total opening arse of not less than for square .. LILL Is requIred In the fellatio locotionse Mimed Mir the PreescrePerm (cholotor 6 ) cordtioned dew from tromittioned epees shall iterafactureres fen flow ratlines shall be Inches. Mafia 302.6.2. demob to the WashIneeart entree dodo First have vow retarder installed. Faced 'Mt determined as per 1119 916 (My 1909) w MCA 210• 1. glazing in Isms ard Memo dead owed Edition (adopted July 1, 1991) and we located In t....1......1 .. /. s t.t .d. m fatten 302.2.1 ant 303.1.1. V014 decker air shall be distributed to each jaltudes. King Minty (Climate Zone 1). 502.1.6.6. habitable room by indivIded Inlet" separate duct V003 Source Specific Ventilation System. systems or • forced of system acre outdoor I. Glazird In fixed erci gilding ponds of sliding . 191I1 WENT CCM sir sup;Ifes are 'operated from edema points by dor assemblise ard ponds in swinsing there ether 5j4 dont Corm. Worm cover of six all Source Oscine ventilation systems shall be (0.04 mot mut po i pit o y i...... eppiv,id controlled by ssnual witches. debaddiststa . doors, previsions shall be mode to ea sure air flew that wardrobe doors. X001 Ames Matches ard Doors. Mess* doors i timers, or ether approved mere. Section 302.3.2. by undercuttlre doors. installation of grills, wl Mall be laid over the grotrdalth n crawl • from carmItioned Meal to monditioned spaces o spoofs. 111.1 growl cover Mil be overlapped 12. tremens or shillw sews where psnelttad by the ' p 3. Cluing fit stom dorm. (e.g.. attics Ind wool meal) shall be d ., do Jot troi omit .. do V004 dole Mute. Whole Muse ventilation U.S.C. Meteors 302.6.4. mderstrholtsd.and instnatod to • level fardetIon well: Section 502.1.6.7. EXCEPTION: system Fey conalst of whole house mhoutt. 4. Olathe In urfrmed adding doera . dedvetant telehe IreNetteg an tb.......t. . . "El _. Integratim ad forced-air mums or dadicatai V01.9 Ventilation guas All dots shod surfaces. Amass shall be prod lle prodded to oll • gram savor war bb. 00 In crawl t If heat recovery %mid laden spews. section terminate outside the building. &house ducts In L Glazing In doors a nt ancloparso for Mt Me. Owl Mob demi I de erdE Mom has • s amett• • ftmf •Ith 302.1.2. a Britain' did ant designed to operate iddriPoote. mos. stem/ rams. mania and tin i ca mulsti. A wad frond or equivalent milerlion Maim 0 i 3115 rmle••• ' tgterettanety twat be offolposa wItli buck draft sham. aiming In orly pietism of a battened . 1 (-, Mille sr retainer west be provided then loose _ V005 intermittently Operated Mole Souse wad anclashu these ancertmanta Mere die bottom mutat en Is Installed, the proms of did 7101.1 Air teskage denroll. Section 502.4.2. -- All •A•ust eXte In IffMnditial"d eies of the glazing Is less then MI Indies above Is te prevent the lease flit Insulation free • ventilstion Symms. TM Intermittently operated nom ghat be Emulated to • sham of R-4. S \.) the drain WO. spilling fate de living space when the attic \ a. Extorter doors ord wirdows shall be designed whole house ventllatioeusystams shalt be All suggI te mkste the R eand 302 space be censtructed to have the capability for conthsorm • sssat is mad, ard to p•ovIde a permenent means to (Jolt air leakage Into or fro' the buildim eporstlon, ard shall have a menuel control and .,4 _ il 6. Cluing In }Mid i. operable ands adjacent to of gaintaining de Installed R-velue of the loose metope, except for assemblies that ore readied automatic asntrel, such es a clock timer. Section V018 A Swam Speciffc ard dole Now Exhaust • door deem The merest errand Wee of the flit irmaletion. Mon save vans are Installe.d . to be of flee-resistive anstnction. 302.3.L Oucts. Mast ducts shall meet all requIrement s • gamins Is NAM • 24 hick are of either vartfat baffling of die vent openings dell be provided so of Section 362 S Duet di...ter length ant ruder Ow of the door to a closed Pooltion erd Mere as t a deflect the Incoming air above the surfaxe b. Exterior joints maid wirdoin mid doer . ' lode. Whole house fens located for feet of elbow shall not be lees than 4 inches end duct ...,"/ the betas *mond edge 0 Me gluing Is lase of the frioulatiert. Mille" shall be rilifd from openings between mils and foniation. length T MU rat gamed lewd specified In Tale thd dh hides Mom th• soothing lartgell• NISSO1111,, resistant te wind drIvan moisture. between reef wd twit pmts. swims at or lass from the Interior will shell lwre a saw 3-3. erminal dames Wall have at Mast the ,_.,,__,_ . .. _ actIon M1.4.4. penetrations 0 utility serricee through mil, MEM ad 1 . 5 er im Imemod at 0 - 1 0191 inter , 1%, OlOSISS In MR IWWIWIWiltt eixed sr "memo floors and roofs; and all ether themlings In tin mum. Remotely muted fans @hail be equivalent net fl. arse of the duct Mt. .,... mud, ether Man these locations doseribed in 1002 Baffles shad te Installed In buddim enwelos shall be Noted, caulked, acoustically isolated fres the •tructurel eleamts hoard 303 .d. e pasted, sr weather stripped. Al other openings of do 'MIMS arm fad ettodnd duct ind mina - t fiefe " " 1 if dt• aillingidettIca be maintain 1. ventillitIon and _._.. ......._._, .. insulated flexible dist or ether appromod IM3.7 Formildshyde RedUction nessures. All intent IP vertically above betts or 12. vertically ..... Imm... •". "m •• ssms. l t• • •••1111- tie I 400 30 4 outlet Mmes. •• a • gil • • structure( panel components of the house Bud' es __ _ above lam fill Simian 501 4 3 soft mod plywood. particle Mord, wafer board, a) Wpm/ was of an 11010duel pine gram • ' •I. " ' V007 Mole Sows ventilation eystoes. lade aid oriented stead bawd shall be identified as Cleeram. Mere I required, mulation c. Site ovistructed doers ard window are owe 0 dielleal Metes edso lam den 18 frmiles rewired te be tested. but shell be wide teed , thellike mit shall be melpped Nth a Male house %mare 1,. •Reterl or. ar leall-Approved.. above the flew. dell he installed with clearances socerdiew to fffff ns. U-values Mil be taken from O. IS ventilation ones AIM shell bs cambia et bastlan 408.1. -. 7 C) dried MP edge Wester dm 36 treks garedgeturaes specifications. ineulation shall default velum. Fixed tides Mil be modal prodding at least S. air charm par bow. Mt shove the floor. • 16 /"Aillod us that required vent flatten n is Nth salient all areted. Operating with shall net lam dem IS obis feet per mini. M te. Mole MO id rust Owning Appliarces. Solid fuel d Om or wore milking wrfases aid% 36 umbstruetal. For Moan or poured loss. fill, sow InotbenetriPPIM whine olloinst everloPPIMI house ventilation met ll be deism/ te turedng applignses MI( be provided with the iledd herfesseadle of do ildine 0 de Ims clummi• °MI l'• Melatai thrlu trim, end • lied which will ivald de sash clewed. limit ventilation to a level no smear that 8.9 e amt... mirs. listelletlat of a penmen' retainer. Section • air ies par heur air nermal dandies 501-1-4-3. 10115 Recemed light Installed In the bandied "canditions. a. dad fitting glass or metal doors. I. amino In redrew regereitem of hetet* dem r-.-.--- tm ourfoco. 0 The following 2004 del Imulseloo• Indlohen Imeslew" In rooti srmtald roop , o sem p tE meet A RM hatioaing b. An onside same of cormatton air directly 1 proicts and acestication are aeon fres de waterier wells l altall amply with du previsions of • connected te Mt fleM bex, or tasted rel listed to noWirseents for basardeus lecatiens se listed in this section. All well insulation shall fill the a. Type IC rated, madectoad ofeh ii. R the perforeme reepaireme of the carbon --•• Items 1 drought et 1 attire cavity. Exterior welt cavities isolated ..... t .., td. if it.. , rums,' MORS Wi ...... MIMI& Mt rewired b/ the asperaent of during }rosins shell be fully bouleted to the fixture and the ceiling cavity, and sealed to operdele lights In Norma are aced nu to net lousing awl drain Swelament Road dee •E Odd In led • doh these IS ao levels of surrooding malls. Or rased Isoseatild prevent sir leakage Into the mconditioned the ondeor air MAY Wake madames. ConstructIon end /Safety Standen's. action 401.2. '---..... Intervening loll or ether Merrier dealt be face stapled to avoid cormataion. secAon 302.2.L 1 bramin the dor ird the g mins. Section 502 1.4.6. 1 b. Tme IC or non-1C rated, 'mottled Inside a VOL* Fireplaces. Wrip(ocee shall be provided --_...... b) illazine In It 7 den a protective bar Is sealed constructed from • minimum 1/2 Inch gypeue VO Mown form providing whole ham Nth sod of de following: Installed at de accessible side el the sluing 1005 Floor Insulation. flair irmulatIon shad or odor air tight assembly manufactured for hat. -.... Mord ventiletion shell have flow retina at .25 I 4 te 38 "" am th• flher ne s Ms ' be initialed in • persanwet mum in substantial this perms while s:Teo amintaining eter of water gouge se opocified in Table 1 a. Tiduly flatus flub Mom. operated by a k_ be able to withstand • herizontol load of St caned .i th ....f. .... 1.... MM., in tact. t.........abteg and eddies 3 floral asturor•o an flag ration shell be roollly opcossfble =noel or warmed automatic P-I•f• sleldst semmtle0 ta. Il ohl h• • ImulatIon supports shall be installed se mein Inch from insulstion determined se par inn 06 (July 1902 or MM 210 . control. summon Fireplaces with wee loos - "Infirm of 1-1/2 inches in height. Is no are digs 24 fiches to center. Foundstion Table 3-2 shall not be used for nettles unite shall be installed in accerance with Uniform e) Opening' throudi Welt a 3 inch sphere twee Noll be placed so that that to of the van e. Tyre IC read. certified trder ASTA 20 to Nth ewe thee four bedrems. Section 310.1.2(5). Nethanical Cods doter 503 . roost pass. Is below the ewer Nueva of the floor have no more than LO Me air savement from de te 0 Assemblles of laded. famed or sewed Insulatfon. Satan 502.1A.7 c . anditlate d some the ceding crafty. VO09 intsersted fentsdair ventilation system b. An outside source for crebustien .1r -ducted slam in items 1,2,11 and 7 dem mad fer dawdle* purposes. shall have • 6 inch dimmer or equivalent outdo Into the fire bog. The duct shall be at toast six MO. stab Perleater. Insulatlen Iretalled on 1017 act Construction. Alt hooting ducts square, aril ba provided with an operable le) Slags bled panels cceplyins with Illeatien sir Inlet duct camecting a terminal Nemo on 2407(1)S. Section 5406(d). Me bids of the formation wall shad extend uncerditioned swats shall be hmulsted to a the attains of the building to the return Worm outside air duct Meer. downward from the tap of the slob for a minims of animus of it-L All dm lurk sow joints both of the forad-air system. The outdoor sir Inlet 24 $3.0 A ke detector slush We installed in Inches. Insulation installed on the outside of lansItudinet wed frOMVOrOf. dish be toad and duct shad be equipped with a Maw. or other C. Tightly fitting glass or metal doors, or amid wol \...--.)\ the stab @MU ward doweard from the top to it.. sthled. All Joints shall be fastened with • device that regulates sir flew to • minim of to minheize, tad drafting. section 401.3. mach sleeping rom end at • point centrally bottom of the footIns. demi breaks shell be animus of the fasteners. SectIon 503.10. . 0.35 dr charms per her Mt not greater than located in the corridor or wee glair. Seco* t• plowed in the slab between corditionsd and • 0.50 air Muse per hour untie normal vermin" V010 Radon monitoring -- Thrw-month Etched --•) aide seperate sleeping MVO. Ulm die dwelling .....tt...1....... ...ti. 502.1.4,1„ 11018 Rermly accessible, sumetic or wareal confitices. Section 303.1.2(b). The (Molested Tract Rake ihnitorins. hut ttttt fon unit Me wore dun an story wd in doellines with mats shall be provided to restrict or shut eo forced sir ventilation system must be Ferri:mem instructions, ard radon inforestlon sheets shall 2 brooms*, a detector shall be Inetallod as sed 'atm mi i t* ti , . in th...... e g . tested by the installer Or • quedfled third part- be provided by the JuriedietIon at the find level and In the beement. In dwelling unite red hat st•6 dish b• tfmu'll7 Isolated Ira "' th• heating Input to oath zone or floor Wrists periods at., the widin" • firth in , prior to the Indiction to all single firmly residences and to there a story or Meant split int* twe fir me ot rewiri hest. Mahn 11.3.1. levels, a detector owl b. Installed en Shower roll, With 4 EMMY of 11-10 insulation. ii,. n ng s 303. final Inspection. The fresh air Intake Act mat all first floor deollins units in multi-unit lovel..mapt that when die Misr term mashes a emotion shell be as approved product for Its have a label attached In the vicialty of the 111019 Thermostat dell be provided for emit SC marmot doper. die label Maid hadiame the structures. It fe not the responsibldty of the builder to Minister the radon test. sectfan timenu sees. a Macaw MU be Wand IN sash Mended um. Section 50.1.4.9. Wines Nth • rend .4 55 to TS (beeting). me of the Installer, nem of the tester and tM 502.2.1. Section 503.8.1. Must Cars lOOISref all the intake. 1010 Controls for ado Mat Installed to prohibit simultaneous operation of the primary system. Sermon 503.2.2. 10211 thal-recIrculatine hot and cold water pipes - 13 615 ..._ 36, leaded outside of the conditIoned spas shall be ( - RECEIVED (_:.. - ) ) insulated to R-3 minim section 50.11. CITY OF TUKWILA _ - - ( 7 _ -.-- • 1.= 4 w "wte vt4+r :,,00 d' _ . /__p'., ,°1 r � U_ + 1 I I 1 T -Iyl NOMYr ruw.. 4 6 l2 Ib lb 24 261 , J2' * 401 • IP 777II� ®/�77 i _ - Mi 11111111•111•11111 .____ ow arr, flra...... ____ ,.., . , .......ir -11--ciiig Y --- — . 0 - _ 4 11_ IMilEi _ ____ _ .... T /� c �, sl • . NIIIII WV ( T. II -I SIV TV.) • — ' __ �° ilS I� , - Birel.,„_,T.. _ • .� 1 I • .., i s sSi lam u nog hogwash _ EN � � • 1 I I i u "}114 i..lG VIM* Ad = �.. II / „Lt..... 1 ��1 T-N 41DIN6 v/ 1 e 4' b 12' IV' yo` 24 2ti P 36 40 a rq r Mn _ ___....._...._ ...i. J..... Y O - - 107 4 tN 40 - - _. -12- ._ - -- .- _..-- - - C _. _. — - - - IrAPPROVED 11A — - - �wr� yll €t �[I _ - - AUG O 8 E 199� Ulfi(4 FILL. -- Tr D , . / i AS 1 BUILDING DIVISIdN .. Id itYU sates. i APPpiJKIIHA76 10,255 !v2 V75 6, pare 156::j� IL tIU51 Se veegpre 6� CdvW.0c-ro¢. r(vE� 4/ 95 (/]1 5... 0 I - sp. ..,, . . . . � I RECEIVED ry1:7G Na PERMIT CENTER • • • GL AZING SCHEDULE • ' 1991 WASJit1;iGTON STATE SNUG! CODE. RESIDENTIAL ASSISTANCE FORM auuYro e4Tit 1"NOOy • . OTHER THAN ELECTRIC RESISTANCE BE �{ $126 MANUfAC FRAME MODE, AM' GAS Let OVAL r AREA • UAIOFTI t N • .j . ,may . �'° " wO1 • • 1 1 .te w�•es ...Ow 0. . . _ LOTS I /•ity,15 w V MAY %u(r - r - -- .1 .:....u...l.......�.._.... xa %i: G414,4W . . WOMB , IMO • • Activityi! Date: A14211- 1111`J 1,46,v vltJYl. X00 .¢( �, ..w.... ,.•...o..w.. a«.. - a O.N. - • y • arms. a MI rt. . G . meets" Ter Nal $4 nee pw .a •.as •.a asst. x..-«, • Site Address! s ¢ t:- DANA bore oa.u. • Builder: ! /Irtl?> -t* s INCA/ j 1 • J : O i t • ,t » w,► lv:«•wu,..:......r - • ' 1 1-9 . • ` i00; �iT - 210,9 w..av►s►•...e+�ras..y.e. . • Ph one : , yo(, qp � '0 11 a 1l to i. • s•°a.:l. s-t w 161er' . _ , e..e1� r/ert.al. l -sad.: t )o4o f • 11, fl .. = .2.070.._.:_: _r, m an as eats DM 1141 I?. . eos s•ooa DM 111n ►t. Job Type: $ New 0 Addition 0 Remodel n n Gq 40 I i - - (I .... _. - w r • _ a _ a- » K1zH. 0 , ii 11 (1 0 2.9.0 w . e tet toe , r wee Lee, .T Occupancy! )(Single randy . 0 MU.Ltitamily- #Bldgs: ttlnits_ . Ht1b0't qe,, •0 R ii. - . 0, 74,e, w - i: u '1ip° 4 r - t Foal Typet MI OGas 0 011 0 D Wood 0 Coal 0 Seat Pump ' Propane' . p NIA • 1 ' • u . " alp L j 4 0 is S. o a a� • Opt.l Opt• Opt.3 Onb 4 Opt.5 Opt..6 Opt.7 4/5 2 0 ll 11 - 24 - •r•.1' 20,0 . • . , us; • r . is r • ewe tia . - asit 101) a a 0 0 * ' 0 * • forte ?� o I• 1 f'60 ,4 . .7,y toe - r r • r wee WO • BEAT SYSTEM CI 0/ 1711 ,• .hare etlee.4 ....r le- tee • mealtime* .lMe. [,Irgi GO7L . It . el o .11 12, d. ' - Seer" OS e•eetsell shell be +.NUS e.e..dye w .early !genre.. • ' AMR 78% 38% 88% 88% 78% 74% • 78% 78% - • ., :art. re„w.ittk/,; a.�.ta...r• • RSPB 6.5 6.1 7.7 • '6.8 6.35 6.8 6.8 v a r at•rc.e Linea w twa .rat w ANION h.. w *emote, w the . seer w slaw* Na... GLAZING ma tree w sees shall w . . pretext.. Lee w 213 213 213 25% 30% ` " • ' s wee a lit!. a•.le. w •ate.* We Malmo. ? I . Floor a 10% 12.3 -.. � tx...t., te...e • II -Talus . .70 .65 .75 .65 • .60 . .50 .45 1 . *.-der w e•e•ut -s t...tt..n • Ors• 11, 0111t Nell 9 eyeett..eaL •we. ter « tt...tlu rims. DOORB . . a err se .4 Meese t el WOWS teNt!•eee therein 17 0. (0 , ...'e'7 0.40 0.40 0.40 0.40 O.40 .: 't.., r ta !text mess «ne•er a tiro, r 1r hei►aeetta.ee ee el� tT- hw .era ••trt. 040" tae R: Value•; 2.5 2.; Z.S 2.5 2.5 2.5 2.5 r.e •••r•.ar 1. r isms S. rune tL Leer ate later_ , - '' ty CEIT.72tG3 _ _ • Peet Lush!. t.:a emi a ire wee e...t.. taewt: v - utl«. < v /attics R -30 R -30 R -30 R -30 R -30 R -30 R -30 I.- n ae.a :-.•• ye;. Web ..e.rt„e errs Or -ua .i.e tar r vaulted • R -30 R -10 R-30 R -34 R - 30 R -30 R -30 tae -euw.. too edit le eelerete w . or •e ell et e& • ell ether. X ;p �f,. a. ABOVE ar:aD8 WALLS h •h >. e.t'x h•.i..a.. ta..hsl r e.tu.e; w ae eLW tenet.. t. tae , W a . d . R -15 R-15 R -19. I�19 R =19 R -19 R-19 DOORS WITH MORE THAN 50% GLASS ire *ehf' r° :. ' -. 1 BELOW GRADS WALLS maotr ten ae tax. ens Interior R -15 R• R-29 R-3.9 R -19 - R -19 R -19 /WV hDl•lo •AL.1INE . VINYL it° • •- , : *q, o • • • meet... -. IS ,.- ' exterior'. R -10. R -10 R:10 R -10 , R -10 • R -10 R -10 s ..' ,,. FLOORS R -19 R-19 R -19 R -19 R -19 R -25 R -25 - .sera+ e•aetee� w • . .t ;e. e••t ...e•. t ' 1 I • SLABS - R -10 R -10 R -10 R -10• ,, R -10 R -10 R -10 • *< 3 stories ! 1 - Sawa dxr �.a w ti:. mew r cis e.4 w n.. us •r. ewy. e t 4: a mauls a ow.•OL. 14 els du tine w e. • ' CONDITIONED SQ:JIT. 1b1 x GLAZING 3 2 - z1S � 1:,,.. e-..-,. , II � � te.y� d Border. w ti..ea t«, ed•e w Msl• hew Weer !•.. ; 1_� SP ALLOWED GLAZING sicyucHTS AND 3KY WALLS I 4' Ire* at to a w.11' w l..r w » as «'e« Impede ta..w..naee I . - - Lees. de M ell WAWA: row IAX. HEAT SYSTEM SIZE: ter• .,.t.. .a pr - be aiss e• Reetw Wee ne r w w noel toreet sr A WAIST, HEATERS: COND. SQ. FT. X 24 e■ - - • u . em.. `•". law=!„. parts.:;. w tet.t.e e s a wa w e i let ter et • : -•'j v DUCTED' SYSTEM: COND. SQ. FT. X 27 r 4110175 00 _ BTOR lif tae le.e.e.e mere. • wet+ttsw w eeeq•eee s« M inset.. MAT SYSTEM: Mannlacture>✓RBImR • Model 5`b- ZA�/-055 K: 1%a g"VINTS711.15ut: - r► /R+¢ -pase4 J ¢ Tim, .. -- _ iMGdl tlaLl7altC12 .514tG _ _ • - AFUE/SSPF. 00 2 . SIZE., . 9ro, coo STIJR. Z V11POR RETARDERS: . • G LAZING % • mrel i - . I .21 <Gt? r a • - . CONDITIONED AREA -1 I f' ' 1 el l y - , • FIAOR 111(0 -mil Poly 0 Face Stapled Backed Batts 0 Ext. TOG Plywd. - - - TOTAL I J i TOTAL 2. � - !:LEG. EHATI. , • • WALLS • 0 4-mil Poly G Face Stapled Backed Batts II PVA - Paint Ave. U VALUE.. na Tarot r Tnrat 9 . _ .. • CEILINGS 0 4-nil Poly a Face Stapled Backed Batts- 0 PVA - Paint SOPTIONAJ AREAI'OTAL TOTAL 1 - - :1 a f4 � - •. 1 - • T " N• K 1I z . VENTILATION SYSTEM SIZING R • OIL; FJRta.. . - Minimum Size - (COND. SP . •X AVG.ST. g X .35) / (60) - 94 7t7 CFM • �t rztuat4 : Duaf t�fil•1 Maximum ? m size - (corm. SF lat5 "x Apc.., 0 x .50) / (so) -+ 121,ov cFM roc ri M0��' st�6 } Required for Additions, Integrated B. Systems or Homes v >4 Bedrooms. { i L i' .. I p , 77I11e51DL SUPPLY:VENTILi1TIOM SYSTEM • Integrated. System v/ fresh air introduced into return-air duct. © e " '•C`' • - Motorized damper will be included. vas /no (Highly recomtianded.) 10*. "' \ ' di • - :. r • f. 4 A� ... r e ,{ ' het LbeM , � . 0 intermittent E apst l - lcI4• CITY OF TUKWI I • •' , Location Mina Manufacturer Model CP71-.25WG CFM -.iWG W.Sousa Hones APPROVED Kitchen 1000FJi 17&t Ar- CFN CFrt ves /n •- a•+ �•�+e•••• a-•e++ + «. -•tee Bath 1 • 5OCFX ) 4 9 CFM CFM yes /no. AUG 0 8 1995 F •- Bath 2 50C111. . �2qA N CFM CFri ves /no 1 1,41.1(4.4 hl FAN .:- � ,. .r,,�... Baath 3 SOCFM bJZDA NI 1 5 MI CFM- ves /no • ••- •..+, ` ... NTIl.1�T10 J . �fPl`1� a� �orED dry 50CFlt CFI( FM ves /no "• ; r 1 sT1 FA-1-1.. 1lAt.). ' BUILDING DIVISI N 0 , $OCFM CFR CFM ves /n �• - - - - C - • I = 1 = MB I I . p. Sro. FAN,u &NT 142 . ...e,.,....'�'..... .�"""'..' 3). W l L� HQ St arnLAT1 SYSTg l' < .•• 0 Combined use of source • •° I r ' . S - - i7 - 6 ' �°•' • imaOM-. S -10 6B4.6R•'t GI. z5), OR r;IzoAN U.1 s o. pecific !arts as indicated above. . 1e • - ,� O L ' = E = - 1 - - -. WtTll•1-.11441Jtr:.. /LtanP-7OR. morel_ 41* (12SGFH .25)• pAT i T . Separate Whole -House Fan s p Location Manufacturer Model CFM - .25W0 CFM - .11IG Hones a ... • w r = ° _ 1NSTALLEb • lu Rrk... AP:- , CFM CFM . - • -s____.___.____, CFN CFH "••""- "i '-'n"• - RECEIVED •.•. " A °7 CITY OF TUKWILA SHEET N O • ..bel 5 .... i s 6,,, •rZ r -` d a PERMIT CENTER • OF 1 • . �' n Ml Pf • tiur, y 24.11•14. • • , KHPNibz2 ii Zed 'TOP PLATE 2+4 To? PL�Te� • E /du�loR _ - N , • e / �? H EADER —� H — _��� L �f ?-- • 'MA1f, PANEL [?T 41-e- `` ,,. N"' l't NE16HT ® FT - ' •MAX. PANEL NAIL SH EATA►gG TO t a NRA. SNsATNWq TO HEIGFIT �� „� IIEADEg. AT V 04.5M. 0 l , HEAERQ AT 3 ' 0.G8. i t i l (I; a �-- l i p ' .° I� t-2� ST U DS i� ti 2 -2a STUDS J \ ��� �' ,; NAIL SAEATlU14 - IJAL s& IIJG ♦� I TO EACH STUD • • f �' ' 10 ad Mb I FI \wi I APA RATED SIIlATNING . A RATED tAGTHIAL4 .1 J. `� WALL t '" - - 3/e'MIA, 24fo EX P.1 yam YU . 24/0 EXP I y � ; 0 2 2*4 BLCICKINfi 14T ;, r NAILS At .aA 2 -2t4 BLOGKINEI AT 3_4} . 0d NAILS AT ATV PLYWOOD .100 h S• o.c. Au. putts, PL9klOOD dO%U1 ) I f • 1.1 --S O.C. ALL PLATES, HE APPROVED HOOKED -END } APPRCIfED HOOPlD -END HEADERS STUDS • . 0111°P WOOD TO CONCRETE ' a ADERS 4 scups ® WOOD TO CONCRETE 1� �' �h • • CONNECTORS WITH 1 S -2, RATES CO 24D0 N N ECTORS WIIN I fs � i�r 2 -2>< PLATES N I 3500' tAPACiTY (Mill, I:1 . NMI. SHePT111N4 • '" CAPACIT i (MN I - — ° µAS gp�TM1�14 .RtGK L ( G � f.f (. ` O Yes . � . ATE s" /�"� j. Tb3:RC11 RATE • �_ A foe s A.6. Te IMBEDMENT W .. p 'ye. O A.B. 7' I MBEDMtNT� 1 �_ III I A CONTINUOUS FOCTTimel OR v./kb EDGE • ® tONTiNUOUS FOOTINE2 OR SLAB EDGE Its cr l► i ► ` =o MINIMUM LAZERAL RESTRAINT PANEL 214' !MCA LATERAL RESTRAIUT PA1JEL v' 1 a ` XNnte 4 # DE TAIL 2 0 • DETA 1 1i, t i & NOTE: FOR USE IN EARAC-it END WALLS AS SHOWN. IF A E NOTE: FOR USE IN GARAGE, END WALLS AS SHOWN. IF A 2 poI 4 1.2P‘E FLOOR INTERVENES BE TWEEN FOUNDATION AND FLOOR INTERVENES BETWEEN FOUNDATION AND . � - t Myna. I BRACED' PANl.1. THE PLYWOOD SHALL OVERLAP .THE BRACED PANEL, THE. PLYWOOD .SHALL OVERLAP THE I ' ' i RIM JOIST AND SILL RATE. PRDVIDE HOLDOwI15, • RIM JOIST AND 51U. PLATE. PROVIDE HOLDOwNS, SOLTS AND PLYWOOD NMLINE€ AS SNOWII. IF USED SOUS AND PLYWOOD NAILINE, AS SHOWPI. IF .USED ABOVE PONY WALL USE DETAIL• $4 A ABOVE PONY WALL. USE DETAIL' 4 7 A. Required esIntorclnq' N. . . ® REVISIO 2 -14-89 A REVISIOP1 2 -14 -91 - ♦ .REVISION 2 -I6 -09 ®REVIS10A1 3.-8 -' I • material Will Min. Wall Slll' plats - type Height" Thlckgeee Anchorage Vertical. Ilorlsental • Hollow unit /" or leis B 1/27 s 10 04 at 4' // bond beam masonry A.B. at 6• e.e.e at top. .2 -14 supported, at O.C. at rooting top by floor _ • Tk system a at Over 1' Not allowed unless special design 1■ submitted and , l ' / I r. i s �` na POa.I slab - 0, wuou �' bottom by • appevad ► �` ow (9 a. aTUOS 1 Concrete ]' or Tess 6' 1/2• s 10• See Note / // ■t to l h . To COO ,IUU, P �/ ry TO toew[t g cripple wall footing A .B. at 6' Below and 2 -01 at ' / ,--t,... ' • / �/ : . • `•t.A • lunder wood . oa. oon � / � L supported ,1• - rime [w►wClTV ♦ w3a d.la oo • at bottom by /' or less. S. 1/2• ! 30• 'See Note / // at top , • � STRAP TM •lab) 9 A.B. at 6' Below and Z-01 at , I .� ' , us / • tooting I I' !'a•e.c. - aaoO.uAwury • .1 i ;pi. Over /' Not unless special design 1s submitted and I I A /L■ ; I TI! •AN[ .O,a +' • approved. ] `. - F/'� 1. • OR a) [ motif , � kPTA2 Ft.aaR •r ii i 1 /2• s 10• au Not• 4 // at t op I � t Supported at A.B. ■t 6' Below and 2 -04 at ; oY e. c. edct � footing usa OA 0.)11.1• / Concrete 4' or less P aa. a 00 0 ., �' . ♦. POSTS _' / � � �� [TUOr ' (01 Kr ^TR�4P T1= system a at a 84.00000 +DAMS !+ 010L w.wa bottom by S• or lass p `r " � ♦ K B• 1/2• a 30• See Note / // at to vw000 .m,.Ta pp % slab) A.B. at 6' Below and 7 -/ /at � / c.c." lootlnq II O' ' or le 1/2• a. 10• 04 at 16• // at I ' / I �t ' � lees B• Al. at Y• o.c. 16 -o.c. and 1' 0.0.' 2 - 04 'ea 0 HEADER SPLICE - O HEADER AT CORNER .. h • • • f approved. Over P' Not allowed unless spacial design is submitted and la• - b '� 40 POST, . 1.311 1 '1 W 3�'KV••�ono ■ irui fe3as RATA , e 30• unless an al design l■ ■ m. PT. 'I Where there is no slab at bottom of wall as in • crawl space, maximum unbalanced backfill shall — . b 9 approved. `seo . N AIL! 3 PLAT 1 a, Kv..r1OO / The floor diaphragm 'R.® ! I, v 1 7 ed . Nw.LS 0 �� -'1tne uw•.cnv s p gm shall tea completed before baekfllllnq or the foundation well sufficiently . a•o.� ,Temp NolOOww k IS raced to pewsst damage by the backfill. 11!1 ♦. roars I a+, '{r- orAHD2z gNaµ2R TIE) w .) ma This table 1s not intended to eventtem sru o i . y , P p•nlure and shrinkage cocks. / vest seal r■lnlereswint ihall comply with Ssetlon 261 /(d)(Sj. e'-)." KAT[ aTme uAwe.n 1 I I I ! P..o•no.vntf 4* ► ITY OF TUKWIIA _ I I I e awc. of POSTS s Solid block (Ent two tole! spaces adiaeen! to ■nehoe belts where flo ::i: s ■re 4.0 i ! ' ■ L I1 1 APPROVED ■ w i ; O OU 71 O N 'kill4100. ' e+g0 o.vwpoD O the wall. !f! Trz O . Out. `P.M ,I 0. .10.17aa.. a. AUG 08199` �_ Ve rtleal steel shall be placed within the Inside hair of the wall and ose /• ° cheer from the Inside [ate or the mil. uO aw lava.• 1 A$ NDIED - f - I.f I 1w Ta ).1mI[AM[1 /�s• a 7 wn . H a•eOw wz it, O PANEL AT FLOOR I t ,� There .nail be ■minimum or two (2j anchor bolt. per foundation (.Ill) plate with one Dote , V 4. • OVER PONY WALL BUILDING DIVISION Ibeated within twelve (12) inch,• of each end of each foundation (till) plate. Foundation A O..n Pmr..1c ,/, cow.. so0NUTION fates and ■llle shall be the kind of wood s (c)] 000w o°e ^ 'N6 r'°40 � � • roorwO .f� P specified !n Section 2516 V B Hall height is measured as the vertical distance from the top of the footing o,�., to the top of the concrete wall. �® ,, Au T nouo ws sww as 1 ry �w�ocw ` P•a *ritg : FIG ;I S f I 9 If the slab is eliminated, a special design is required regardless of the cow...aA INrr u.wv.on. T.- o..u �.� x backfill height. useo Ar c.c.s cOwaw To nets r c uul +co us ' a . Ta OSLO T vIL3 OF APYAOVrO pow•. .Sua ..,7 U� .t . I L P OIn a srwnv ..o.00w.•a. su. O 4 STRAP HOEDOWNS ©PANEL. AT FLOOR OVER o ° ^IU P°w APPROVAL. . VAS QPTION AL LOCATION . ;RAIN L. $PACE. A SHt RECEIVED er NI?' CITY OF TUKWILA I ' 11' PERMIT CENTER Q _L 1 Ia o i" v *-17 U 6/12 - 12. k.-- GI11`�1 �':'!Tn _ 11.4.1N(0115 i itja WNn - OMEATHINS 2x30,2)(4 _ 4 — 1 . MN — Nam= CL7 r �w� "dillilLAIL. 7._•70"-___....s. ■ rill -= �� ffl .;= Ellin --- 1.1 ri. nmr.ii, 1 140 6. M . A101...7 1 �q !( !F * I 2Xdp�2X b: pl.,., ri_��.. • J r- - Y1 zxso /z)(L 11f 4NA7TeR`� 8/t1 \ _ i 4:. �iX3o�2)(b GI NAlB2.f 0E 10ll 2-7410 — - — e I `- 2yclt, I ! HA et -- Z - _- _ _ - _ _ - + lb I ________ -- _�I - �2•XC �� I "13 I,A l2F q I1 t I 2 k--- I te► NOT ES '' FRONT ELeUA I ON A u- LA Irsipar45 To Oe A INE 1/INITA VINYL FRAME, .. y4 "ll - o,,_ 1NUL• GL, i'o,74o, 3Bo 4 .512 Au - 5•1121 N6 TIZIM 01.I Plonk" ELEV. 1 € Gj4S, OR c i 1N4TAL -LED L r1OOTI -1 Ou ie.' (3(. GABLE V 1 CAULK ALL. gIPI•<, JO 11•11" 4AQ t4ND 121 125 4 v1Wuow5, pRIGR TO IN�r4.i -INS TR1M �1 ►3A�T5 1Z ., 2 • ', N\ — 1/I�VL°R 1-JF3�L- W. .. - • ?LATE r�: nvi! � 1 TV(I �i 1191N6 � \ r-- Ems / - kill I % Nom 1n VPreie Rae �A CITY OF TUKWILA - APPROVED 1 x r& AUG 0 8 1995 AS NOTED S ,o,i,...c)liz,..„ 1 1 - B UILDING DIVIS 0 , i 0101E �- . AP/2I1- I°I°IS - I ECIVED CITY RE CF Z WILA � _ A te_ ( //��� 1 _ _......- RIGHT / P El.. VA ] `� PERMIT CENTER mnbi.H.G.. 1 /A " I t , )' . - ... ---\ Gdh{IbSI'DON 91-1I1. (TV a /12 ' t Irl NEVER Ylq L1 CDI /1 0 Cr- AIt t 4112114G vto5 = g i ..... TIP.) _ wool- �t2_ o f ff i ` - tdVNdl2 1ija7R. pi:, 1 \� V 1 1 t rit waic 4i7- _ LAtieg PLOOR 0 1,_ L _ --. __--4 ____ -_ --- _--I-_ __ _.--- e - ---4 __ ,.; IZ. ,L5Y TCfi1-- � � ���� Ra 9 elm; vrsrl X„, ,____ (I II i 6 - . .... , , . 1 :1_,.... 1. I -r VII yip' 61 1 A : FIB - - - -- — - -- - - - - - - - -- ID � U -- - tis fFC Fyio� , � CITY OF TUKWILA _� A PPROVED � �� � ' 11 - Zx+ AUG o s >ss AS NOTED \� L BUILDING DIVISION ■ o Low rye — — - — 1.107E 4 I 5i-0M NO .,1_I_ _ _ __ _ _ _ --I - -I . -�\ // >1 IO 1V - RECEIVED .1;5;1 S O �/ EC ED PETIMIT CENTER . A \ NOTE9 - 2 1- ' • A 14, ri-etvrz ti15 ARE I-tem pi e 10 2 € vac, • eszeiet.1 WHER.15 ILIOTE0 OT1 1-\ • &L.i. * NALL T*6 *uoPiccie. PAI4E4-5 , , WALLS AIM cils1L11 TO Se. VP-CreGV-P LA" 61b1MA: m, .49I AU. 601,PLane FIAKINS Vo: ea . :4•41s , g 5ip5 . 6Arg, A4 Vre.c2.61.9-e-c> 'Foe • *Clue eurAc. tAltsr02 ALL. WOO T� G LII./yuppGirrbp 1-14. , g.. eotts , erk.,Es (IsAigimum Git' vil-di • 0 , p Livia C4•14 TI LIE cite/ q3-(" 131-co - e...<911 0/0 Wei , K. %MT ... * cli-O 4 O 1, td.-i, 4 4 1, 0 0 , r1A- 401042 MAN i2t1 14/ IL- let 114*.41-#11110N 4k* A - /9W* 3V 1 1 • ■ .,,, I 1 --- 1 - - (,.......,,,A,) 2)90 gIt-1 J TIP' ' 'c , _ _ _.1 _ 7 11_ f , 2 1 ' ' 1 A ° ' irs Nil 1 1 14.1Ni II I 111-1 1 1 II I' 1 jo , ill 11 I . I I I 41 11 , ___,._ _moms ..•■••■• SC40 X() -"?. 1.4•3 ' cod r — — — — -1 I • — simommuum77 1 .1 izi_vi F _________ _.,, . I iKNi 4 El ,,,,.. ,e- i 'l , ? „,... , L _ S 4, *) I I . ....uo r_7 4,4=■ 1 I ii- ROOM ecs- isrpts - I ( .. iL e cti rof.2 2,0T terix i tl, 1 E ; - li• F , w 1 z 1 2 1 1 , Z■ , _ i i a 3 1, 1464,--boce, x 1 Ho 1,0 1 i o . -14 -- I f 1 -14 il I 111! , 1 ,-. 0 —6 II - S ' -• ''.-- ' iii. on. ----- — — 111 1 111111 A I 11111_1 1 II , 1111 or rl ‘ ° I i _it, 1 .- I I I 4‘11 „, ,4!,- , HI 111111 .__ j ig i _ a 1 l _ y et, fl _ 1 .... , I , , i ,,, difigi Rau./ ,. 'D 7 le 4. 7 .We atv ''' ?L .' 4 ' -a ( . 41.1e717PIPZ IM1 ' '1' I t c2; ----- f/ z, ,, , __ • 04 , f elovse , / , 14 /0 *AAP •”‘ -- - - -- / ‘ • Le 0.40,1146. , , (1 f o j L. rttrArr • i _ gke 1111 1 I 91 a , _ __ - ' 'To I - . . t4 g ,) q _, II_ ,I, _ •...._ FormaJ 1 1 r 1 I 1 )1 mi trp 1 .6c -‘ 1 - IIII r.V.141 1147 ‘cli- p i ' Tz '17. 4g id . '11.1164 ter: j 1 . 1 tt - ... , _...‘ 0 1 ..4 '(P I 11811 1 I ' I -) • . 4 1 I I C; ‘ r : ler r. I 7 — 4 . PI . :: 1 1 -1 - 7 2,074° - -------7:- —I-I I- - * I TC' I I II I I .44,1.7. 1 ■I ifil . - I 1,111/111 1 1 111 Ill I H $RM tt '3 - cis q , - • I C.... SI LAE VII i trill WLI 1 I 4' 14 al *1.1Ler Off' I S: F .L ie e t.) 00 1e 4 ern.71,2- 1 1 1 1 1,y041.- VI fa 11 11 2 I g ( ' 7 L : - P Z :T Plate L to 0.6 I ..49k p aii 11 L _ _ _ I _ I 1 ___ _____ _ _ __I ,.... — — — --- -- - _ ol , _ _ • S 1 'I — -..........1 vc (:) 4s A a 4,740 _ ___ it. OrtisktPet0 To uct.A25 i I do . 4i.4. •.. ix 1 - ..k. vo... ‘..1\ A+ 1 7- 5 t 4 5 s 1,11 rLDOR rRArl 11.1e Ti -. 55 0 1- V 4441 1 /4 " :11-'0' i OA 6 7 b 1 4 7 110 % 1, 4-tze l • ' it 1 ''ll-iii. ,,,,z,,4„., 11.1-40 12., 0, _ lz_1,: Ii1111 _It l' -3" 6 II 12- i3 14 I5 • $ 1 )—( 11 10 CITY OF TUKWILA — — --- -------4 *11-Cr APPROVED Q la II, 11 1 pi 2.0 11,4 Lov\tr-,2, ri_cog gp ot,iNpA-rioN. Fi_A\I AUG 0 8 1995 AS NU1ED A S S 11 22. 23 I 24 { - 25 , C7.0 4C40 W. 1 C•0" C .......... ,9=X 7 1 9 $P .4VoU1161:› VIL...15MAR.INIC7 ) 6 1 40 $ IP T�& 6 PAWEL LAYOUT 21 2- 27 25 I 21 1600 (5 BUILDING DIVISION A MIL. a . " - f01.-/;10 116 repabr 5445E1 MO - --- i N.JOTE, 4 vau_.1 ., so • 1 $ 2 1 35 Lak41 1..42712 . erAr.--15 Aaa to plc y ea 0,6-7.752 I RECEIVED WI CTY OF TUKLA GL-L4 LAN .4J'1 Are 24 P W4 0 1 i , 0 ( s(,,,, 2114 1 342 (1)1 I 34:1 • H pps A■26 (2.) 2.2cro toka..ess Iverro ergeRNTSE V%/7" 4L-L. MAE 21 , I 4 vi2fbl ,47q,ips _-- _ PERMIT CENTER 2, 4 GleAt Gereig. Mg- I • -----_-_-- I • ol t NOTES: ALL FRAMING LUMBER HEM -FIR tit . GLU LAM BEAMS ARE 24f V4 UNLESS NOTED OTHERWISE. „„ ' DENOTES BEAM OR HEADER (2 -2X10 UNLESS NOTED ReQwRED ATTI6 VENTII,A7ION ATfib VENTILATION PRoVIDWA - OTHERWiSp. CA .70.0) 3 EAVES G G,QOSS HIW. REM, ROOF. VENTS GA91..E' VENTS L 61R00ID! -KING ME1AL VE T5 irr 1. VENT FAN, DRYER HOOD D<H UST TO OUTSIDE.TYP. O LOGA - PION AREA (5P' VENT (5.0 0.347 5 R'OCaE VENTS @,026 P°.R L.F c�:3w 5•F TYP. EXTERIOR HOUSE WALLS ARE 2X4 V 16' O.C. W/ R-15 la Ils+-1 D (•(�( uVP1rR Ilily 41.64 (;) .3 Aa )'b =, C� 34 �F : 6 84 (o - U.L. /�P P?DVED (45 INSULATION, UNLESS NOTED OTHERWISE. GAS I , • 0, 3re 1 2 ,4014 /7..)11419):•2.1r, 1Z I.f r 31Z 3101 A N1 F(�IS TYP EXTERIOR GARAGE WALLS ARE 2X4 1 6 ' O.G. 4.20 1� r, _ I IX r L L . 1/2 JAMB /CASE BI-FOLD DOORS. ( roPt . of', ■ Y) PAVrQ1R' (,r}.20)ele S *S.% 11��12UOr1 MA/ iDee x 0 1 1 21 Ac/t `a �P11_o'I r -� - -_ 111 -,9?' f,1 -3II ` 13' -d' -- --♦ .1Xf RM'lpti = 5 3.,qu *t 4,11 '} 41 -,p1� } 1 I W - 4 • 3 � L 4 • 1 S 1 4_2 1 -11” 11 1°1 -611 (O1 - .._ - .. n 6 I l I i - - -- ". 1 4946)40 — 1 .,.� I I I s o k I n TAPCv7 'U IJlIZ TAP'EP L%tJ - 1 �r.)�{ a � 17` - � "fAP1ab L.II:IE �tt- irIlt7p "AU.. wort) �31U% TNgS , AIOOn 51LL - v` 5 )Y�' S]L t` gt2 p .a ; 9 I t I N vT., X Z & cot-1140N 112-4455 n9 ` I M •Gaa'CFI Y at 111 I GA 03 if - LIVING, VGl7_M - -- "�0 CI r3.M >y ■ p �'f I , - o �, I I l o, -51' � 12 1► 5 . -�„I x2" I l l 1 121 ` P t A -c42O -._alb 6 enH - -- - K j ITN , 6 L ., .. L , 3 ;lt, i 1 o llovso I Qle 4 _ -- I � I o _ ZX(i 12AFT� - ATite, wsliaC2' -, t 1�- YIMiI to nt�,�.ys I, I. W I L aw PrEl I 1 I r �. W i �- _ I - _1 • I x I ) d - 2 r —�� I .�� 11" ' n :, • - q I TORO �TTIG /KGB$ I° 0D - j ,- all 1 ,. , , o n CSR. A I I I I 5412 un12 11tlaf I �'� 2 • I 1R I -- = � ? •! 1 * - --it � � I.= i a- eM__2 -- - e) Zwe 1n P I 2 + 'd \ l acts I I , r 1 l ® ! t r MI( MYtt H'°°R'�1 u- ivt L �I "� " _ N I I I L — - - I zx g I I O � ` � T U Ut0 2 14227 SILL (1O TMp, a,, ` 5 - - SIN K s E G1 214C1 $tii ^�..1�,�� i - - INSUL _ . 11 11 _ ' x_ d nW ��Iil1! .: I�a�a° !�iiii�l! „� L'— _,- -_ _ — 1 _ — _ _ - _ t i � ..�.,1 —..__ ■I , I I I I J K g I _ _ - n) 1 I v , Ilk .TJA �0 1 can 1`Tt L b ,TTGR Co'� 0 4 f ,...4 , `� `,k 6 ''' 1 n t ''l - l ll _ k R ODE FRA G .� I $14Z• _..�L. ; 1 10 15..51 $1T ■ CITY OF TUKWILA - SrioSIE: 'I_1+'iL WO, IdJ4 v i APPROVED ' .1 I q �- -- 1 -. ` 1 I I I AUG 0 8 199 • n NOTES \ 5 -4!<y -- -- -� S 1 -4�2 �*I-0 ! 3 , -2 I I &I-d b d 16 g1�311 .- AS NOTE . I gi Ibl h ii-b IZ I.�II \ 011 $ , 1 '44 BUILDING DIVISION 1201E ■ ALL TRUSSES TO BEAR MFGRS ENGINEERS STAMP. I NO FIELD MODIFICATION OF TRUSSES W/O ENGINEERS WRITTEN APPROVAL. , 3°l d _- APJL - 4115 ROOF TRUSSES SHALL. BE SUPPORTED LATERALLY 0 POINTS OF BEARING BY SOLID BLOCKING. U FFER G �.) I L pl T 1 � 1 9HGef c DIAGONAL $ SWAY BRACE ALL TRUSSES PER MFGRS SPECIFICATIONS. 1 �� C}^ / ./—V DECEIVED ALL ROOF FRAMING ® 24" O.C. UNLESS SHOWN OTHERWISE. _ e!- VA'!_ b1 CITY OF TUKWILA ALL RAFTERS ARE 2X6, UNLESS NOTED OTHERWISE. TRIM RAFTER TAILS TO 2X4. ' PI 0 7 y ' ," + TRUSSES TO HAVE 2X4 TOP CHORD. PERMIT CENTER q�- () 5l ,l. 1'L 3 Nit-1 r � PER p� V ix TRIM as/ER : \ 'II � a tP ., i, ti !o ���` 7. �I \� V •( \ -1.' 1 ' / I x4AcGENT / \ a � / k � r� we. TRIM oVER T t TRIM - ��"L i�RL P� 4(0.'4> 7_ X e, FAG)A _� GAU LK -�� / + Dc � q / / 51 PING OVER 3/e /V' ii 0 // ` \ ,c�� OCT: PLY, SHEATH'S' • f z I A �j 1 . -4 .N_ ex_ EiLo . FLUSH • ® 51Dlr oVEi: ° 2 %; , " I i , '~ VJ/ 2x8 FA ' / 5a. EXT. flt.Y. SNEA1HWc 1I 1 I' - 6' 1 - _ L I x 4 54 GK1.G $ ► I.ccK (1 I� Ix4GORNER 8arr� I - ' r CLUSN 4 I x4 OVER BEVEL SIDI II I AG(.I;NT TRIM II 5 j i 1 I� d I II A/ ey, ., - /5 :.A..._ ■ -1 I t Z 3 fl z I °M1N: AIR SPALE ,,,, 2. 4 1 t Iz Q SUPER EAPFL ul/ j ,, �i /4 Si METAL VENTS ov` ® /rR�ss oR7x4VEMT l A fLoc 5 ' caul EIZ a.I — — ® ® I x6'FALI A 2x WELxsE d� BLoGKS 5 METAI 'CsUTTE.R I- SOFFIT ro OVER I FACIA I I %ti'x5'/z' BLoLKS --- ---r- c n - SI 1 0...l 6" at % �I I' x 5 ` Ia14ERPLY 1RIM WI►JGbu/ NFAD W/ SHIMS o R 245 MEM BAND GAU I III I /7: F 7 1 I gib I 4 1 i as I CITY OF TUKWILA APPROVED 41JG 0 8 1995 AS NOTED d i . L BUILDING DIVISION gPRIL /11`15 %OM WO [39 S O l V RECEIVED 3 CITY OF TUKWILA I 1 l 4,44 cPO cudnce my (AN1 3 row ltilkt . 0 �� ilt ri Z*4 CEO fAP PV,T 64s6T1-100 4 440 T12-01(79 5 ,,,z co, pia ers e Vapper nax tf f >4iKrs p G T DECK RAIL I Al2 h1: � �- la.F, top FL , lezt FRAME y mCEOIYa'S i��L�l�t��• e • • a nee - • • 1 • +•Yl ._ I�T�. r�l�/'!!I 4 �IR�I�V IRIi }1�v� .Illli _- m - . ( I tx 'Wen, AM h 1'A1. I. I � l GU l3 UAL, � 7 - -- `IIbING Ov1�12 �JO • (1 Ova 1Z 1? t • � 1 A [i ' p) It 1r1Al,lf 2,(1 o Fl.a7� ,)0151 - - 1 7 4 97 W I 19S , / r N MN. I 1(.?3P 2x G 1.1 b5, (ail (c" DG I , I -. vtL (T{I' i 2>c2 �• for RAIL (5E6 ` . :a �LIaA1n L \ RAIL ;WIN) oAl) d I - -__. -. 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IM n If IB �XB FIB. (MSN) 6 8 d Ir 40AL�T V4" .---- i Q'' TYPICAL /40e7 SHEATH /NG 1\11 UJl � cO1v• NL7N WAIL -L C r'^ CI - - IE�''�c color Cr i $ C�) 1 / Z " COA RLYWOO.D, /NDEA 32//6 , UNOLOCAEO, ,( ��, 1r4 NG121Z, 12EI�.X42 S #q. w/ A GRAIN F�ERPENPICULAR 7z�FR.4 -1 /NG BELOW, NDTES : �� � �1� YE►2j 6 1fo "GZ STAGGER E/V17 .10/A(77.5, .10/A(77.5, NAIL AS t"c7LLOWS ; iut D /APHRAGM BOUNDARY AND OVER u , /. 2 ' 4 R T , EIN E e*,41 toSF .45%41.-01:) y011.- C_. S AND SHEAR WALLS ay ac. C_. a 2. GRADE' 40 REINF ��AR_I N G $ oG P L -YTe 3 T, 2 SIMPSON A 35 CLIPS 5 j'o•c. PLY- lo ALL SUPPORTED EL7GES 8 d e 5 "o.G. SIMPSQN A 35 ` EA_ BLOCK TD PLATE i BL K U , CUP. EA j 0 / 51- SOLID $LOGic/NG 24 "O.C. 2 - 2 x 5TLIDS FIELD 8 d @ /2 "0.G. 7b PLATE LAS T 2 ciST Sp E i 6 _ `- 4", Te, t 4 ;3_, .o I - - 5/r P50/V NRAPC222 LANE I HOLDOix /N w /e¢ -I TYPI CAL EXTERIOR WALL CONS TRUCT /oN ,•41. v.*---,- 4' — — 1. 2/ "I- J6 comet / t/ VA /LS UNLESS OT74ERWISE NU7 V .0!T. Ex AG PLATE 71G111 tAt.IC �'P�uloel I ' W /%=" x/0"/4.8. a � ��' i I - / SHEATN/NG : t /z" PLYIX/ooD OR Q S. B. E,tTERIQ� S /DE i 92 "a.c. 141 Lrt,Ls,4 �?g *4- FL O �GKE, NAIL W./ 6. g d Q "QC. ALL EDGES AND y2. ■i 7 • Q0 /2 "O.C. P7ELD. • • PROVIDE CANER X '�' '' / �F /NISH GRADE 2. AOLT S /LL PLATE 70 CONCRETE W/ Ile ter /D 04,0'161c. F BARS ' FOR 3. N = ° $0 6 ? ° a� _ NAIL BOTTOM ELATE TO FRAM /N6 BEL1�L✓ W / / 6 d (> 6 a ¢ FA STEN DOUBLE PLATE 77 S OIS T OR E3LOCKf/OG HoRrz. BARS AT �' = �• _ VER # 4 2¢o.a t 8 " � WA L 4JTERSECT MS 8 11 - - _ Y. ' S!24- ABOVE w / /6 d TOENAILS 6 "o.c. OR A?,4 c. L/Rm gTLW1 IG, Co ao T AP RO _ :D 4 E. w/ • _ I= VIII " AUG 0 8 1995 • ' INSIDE FACE .. 6* 4 co,VT. SHEAR V/AL L SCHEDLi L� AS NOTED 1 �CLR' • r" BUILDING DIVISION i GRAIN j b D LIT I _ 1 /A/D /CATES 51--/EAR WALL WJFLYVV2.AOO �lE S /OE .' IN C�RAYE TYP. • • (�` _ 1--7-' 4„ F I. -S L4E •4Th; //V : t/L " PLYWcbO r - O. S.E. , D/JE .S,DE, LED , • L., ,qIN 4 i1 � p�pF NAIL W/ @ 6" ac. ALL EDGES AND (2 "o.c. FIE/ D. � r 2 B SI PLATE TO CONCRETE Vr/ /% "6 , " A.&•5 1igflYd A./AIL ear PLAT 2 lC @32'OG.. 1�4fE. fZ -IOW 1 1J`�Idl+ M II fly I u , y ��� /^ / AT 3 E TO FLAMING Y d f 3 4 CONY A P"7OL / V BEI 01X/ uc /J6 (p OZ., API2SL A477 s, N.T. s• XT /OR 4. FA STE N' CbLIBLE TOd PLATE 7O `:D /ST OR PLOLN.IN yN�r up ' sHr Fe WALL ,1BOvE w //6 d TOENAILS @ 6 "o.G. of? A3•- CLIPS @/6" BASEMENT WALL BASEMENT WALL RECEIVED CO/S3 pERGEND /GULAG? .TO /STS PARALLEL CITY OF TUKWILA I — — I /Np /CATES SHEAr? WALL Vii / PLY 1X/OOO 7 .5/DES To conic. ekiALL - TO CONC. WALL - (�'/ JUN 7 1905 — — -- V / 1. 5Hec A TH r NG : A " FLY Ia/ Q per{ 0.5.E -./ 7W0 SIDES , BLG>✓/<ED, PERMIT CENTER N' "1 If VC// 4 ( 4-' (3.K." ALL EU�' F S AN/D 17" 0r. GlF/ n . HANDRAIL DESIGN DATA ZX RIDGE BOARD NOSING ONE SIZE LARGER THAN RAFTERS ROOF LOADS.. LI. 25# / :iF I STAIR NOTES: DL to ,riy r RISER HEIGHT m 8" PURLIN: 2X MATERIAL AAAX. lid 1 TOTAL .354 SF T BE THE SAME SIZE � A 70 AS RAFTER (NOTCH STRUT) 'TREAD DEPTH - 4" MIN. �� lo . ® FLOOR LOADS LL 40#/SF ®, MAX. SPAN: #y'sF DL l HANGER o 2 X 4 = 4 Po 4-'-0" t TOTAL 60 # /SF Lx6 = 6' -0" 7 �, 2 - H EADER 3 -2X12 STRINGERS I DECK LOADS: LL 60 4/SF I ...dialogrLski, tr! 2X RAFTER FLOOR JOIST 2x4 BLOCKING DL lo,yc /SF TOTAL 7o# /SF ® "7' ��I NM I . , FIREBLocKS ? SOIL : Z000 PSF /49fANIEI *4.9246 - `L ::` FIREfB1_OCK STAIRS: N m CONCRETE: PER UBC CHAPTER 26 I CEILING JST. ONCE IN TOP & BOTTOM D 5 SACKS /CU• YD 2 -2X TOP PLATE OF RUN BETWEEN STRINGER I O 2000 PSI AFTER 28 DAYS PICKETTS TO . L ALONG RUN BETWEEN [E 6" O, C. MASONRY PER uac CHAPTER 24 2X STUD ® 16 O.C. STUDS. I 111 MAXIMUM O 3 STEEL : PER Uac CHAPTER 27 TEARING WALL USABLE SPACE IJNUER STAIRS N STI /�� I �f TO BE I NH-FIRE coNSTRUCTIprI wOOD : PER UBC CHAPTER 25 5 d L ' & _ �VLI 5 /9" TYPE 'X' G W.B. •. TYPICAL ROOF FRAMING j, 4° BEAM: DouG FIR �p(1 NOTES: E - I, 800,000 I. SEE'. FLOOR PLAN FOR CEILING JOIST 6" BEAM: DOUGLAS FIR #,2 ;,... 1 SIZE AND SPACING. TYPICAL STAIR DETAIL iv = E5 AND BRACING. sD e. SIZE AND fl 2 4b = 1350 PSI SEE DR FRAMING PLAN FOR RAFTER SCALE 3/8"_ 1' -O" 1,600,0o E = Z I JOISTS & RA fTER5 HEM FIR #2, fb 1 150 P51 4 , ROOF: , I, ROPIFIN(G: COMPOSITION SHINGLES W/ FELT E = 1,500,000 Do Ci '( NOTE: VENT PER Uec OR CEDAR SHAKES Wi 10" EXF'03IJRE (24" GLU -LAM BEAMS: .32o5(C) SHARES) ON 30# FELT IN ONT. 24" CARDBOARD L SI ILA 7 +ING: I /2" PLYWOOD WITH 'H' CLIP, NAIL ED 6' F6= 'Z,400 psi (•educed by size BAFFLE ALLOW I" FOR 0.0 • p EDGES t?..' O.C. FIELD OR 1 X SPACED factor, CFsKI) AIR SPACE MIN. SHEATHING Q 3 - I t2" W/ 2-8d Ian CONNECTIONS. _ k---. � `, \� E =2,000,000 psi ZX BIRD BLOCKING W /SCREENED 3. USE SIMPSON H25 OR EQUAL ON ALL TRUSS IU VENT HOLES / RAFTER' END. BTU MAIL s � ` � t F v =1 9 0 ps'I • SOLID SHEATHING •- • PLYWOOD EXPOSED - : v. tIZ TO WEATHER / 2 -2x TOP PLATE ir RA e'6 CUXI - 2)( RAFTERS OR HEADER g OPENINGS BASEMENT WALLS : .. 2X4 FASCIA BD. ® APPROVED (TRUSSES FEARING SEE PLAN FOR SIZE ' MAXIMUM BACKFILL : '..W/ METAL /• ^'.+Isa� - kP. MANUFACTURER'S SEAL. 4111 GUTTER � `1 ® ro, SEE ROOF AMING ALAI: 1 1°1 INSULATION PER W.S. E. C. 5AI 6' WALL 'A /ITH 3' -0" BACVFILL : ®. ® ® FOR SPAc.IN \ SEE THERMAL CALLS• ® INSULATION PER THEI�MAL 2X STUDS ® OR LESS - (a #4 HOR(Z. 6) ZA" ` ) _ "® 16" O.C. P. C. /VERT. 32" O.C. vl TY O. I 4 CALCULATION 8" WALL WITH 4' - BACKFILL ® R BOTTOM ( OR LESS - 44 HORIZ . ® IEl" HEADER TRUSS � , 1; %2' FL'fn/OOE SHEATHING OR O.C. /VERY. @ 24" OS. @ OPENINGS i . CORD OF T T 6" WALL WITH 7 " -O" BACKFILL e 2X CEILING JOISTS 0 .I�: .,EE PLAINS SUB -FL OP, L r �1.00G ` 9GIrIG OR LESS - #4 rd 16" O.C ' BRACING • 4l1— 1 /2 GY .• PSUM II CROSS ESRIDGING (GLUED.' EACH WAY. •.G UBC 2517(G -3) ■ ►. WALLBOARD (� B O G• MAX. 4 NAILED) 15 OVER FELT SEE FL R. FRM•G. OVER STUDS 8" WALL WITH 8' -O" BACKFILL L1L i (SIDING COND. OR LESS - 4 4 ( 16" O.C. \ ---- P. WA SHEAR ill ONLY) EACH WAY. SHEATHING — ►I ®a 2X4 GU SSET h ("Esc Z516(G) , SOLID BLOCKING EA. S r k'r1ll ... ) atV zX PLATE e S FI OOR OIST. SEE N ATE ( it; TYPICAL 2- 16d SILL - F ®� ,1 I! A (p7 FLOOR JO ST AND PLYWOOD PLATE a I �'. � �� I'r,'�R1a, DBL. I . 1 J ® WOOD SIDING RETAKING WALLS TO BE 1-- i PARALLEL FEARING SEE EL FOR DESIGNED FOR THE LOADS GRADE: SLOPE I" ,i/ ��� PARTITIOrIS. (SHOWN UNFINISHED) r' SHEET FOR IMPOSED). AWAY FROM I-' INSUL. •ER ilt °►_i TYPE @UILDING 1 . I/2 " X 10 A.B. ip I THERMAL T� POST �HEAM FOOTING FOR : - _ II CALCU ® of F 4B" O.C. 7 12" / �. r ♦ F STRAP (SI PSON 7le — VFp`W CRAW •' AC E FR ENDS 7" 6" WALL - 6 FOOTING II 1� i I , EMBEDMENT MIN 66L Az 66T dt: 2 BELOW GRADE zz 1 I I SPLICES OR Wb . & BEAM 2 8 " WALL — 7 X15 FOOTING I " ,r,'"') •�' ` P I. ( POST SEE FDN. PLAN S 44 CONY. TOP & z EQUIVALENT). _......N4—. 18" BELOW GRADE M1 - a 1, 11 1 ' 111,, "' FOR SIZE 7 , BOTTOM \ -1 10" WALL - P" xl5 FOOM11 G r�: IIPy7� P.T. WHEN POST - 24" BELOW GRADE 91`1..11 1 IS LESS THAN 8 90 # 'FELT '- *4. CONT SEE SCHEDULE o POST /STUD 22Q �I • ABM. GRADE IF POST N FOR SPACING I WALL i Z' X 10' A.B. C IS B' A RV. - Fix= 3 ¢" CONC. SLAB ON t I /2" DIA. ® 48 OC. & 1r R DE MIN. ENERGY NOTES : Nm� % • •: ,1 4" COURSE GRAVEL 11 r ANCHOR , P IN 12" FROM ENDS l I �- 4-� VERY. SEE - 1"MIILENEE0MENT WITH ! 6 4 "0 TIGHTLIN F U = ` SCHEDULE FOR PLINTH BLOCK uTO codcLETa BUILDING TO COMPLY WASHING STATE ENERGY senor X U - SPACING 2" TYP, CODE CITY OF TUKWILA FOR D.S. POSITIVE d _ �' APPROVED DRAIN TO STORM 5 Y - , r INSULATED GLASS REr)L.IIRED SYSTEM Irtilll V N iu�I I . Z �---' T * Q QI - r- � I / / / / ////l/111 Lfc �/1W' Gr1; '!/�,7f . .11 10 - _ PROVIDE ERMOSNATHT SET BACK AUG 0 8 199 °� MIL tiiS IUEEN CO J n 77 �1�' • VAPOR BARRIER J - "`�` I I AS NOTED( `.. ( WSULATE• 9 I'• Ifr LIMIT SHOWER TO 3 G.P.M. FOR #4 STUB STEEL PIN ANCHOR a 61OG4''f�{� PER COOS 1�_' BUILDING DIVISION 17 1 OR STC- SIMPSON CLIP W/ I:2 MAX: . R -10 I o'�I� FRAMING: 4 STEEL HARDENED NAILS ' TYP. SLOPE RATIO e 3" 4d DOW ELS r 24 MIN • . ® = I p� ALL FRAMING IN ACCORDANC a p� I L ALL PADS. ALL FOOTINGS 70 BEAR ON SEE FDN PLAN t LR. 32" O.G. • '; 11 II. _ WITH (TABLE 25Q) UBC. 1909 ALL 2 - +I°4 CONT. . EDITION. NQ FIRM UNDISTURBED SOIL 7" BELOW SURFACE FOR PAD SIZE I=.1 TYPICAL WAL SECTI ON S IC IZI((It 1NSL1L a° DIA, PERF. DRAIN TILE H SLAG R WITH CLOTH, AND GRANULAR SC ALE: 3/4. I -O CITY OF TUKWILA 1 � C / OVVER WHERE REQ'Q . M11 u 7 i„,, . I - / I Q , . _ PERMIT CENTER FILE NUMBER OR NAME OUT EiZ - rOf 1.-:Ts 15, v x-17 L c i 5 - Q 8(p thi -0187 4- 5% DATE OUT TO FILE NUMBER OR NAME OUT OUT TO FILE NUMBER OR NAME OUT See Plo. 22300 SAVINGS, MN. — LO3 ANGELES — LOGAN.ON. — McOREOOR. TX. — LOCUST GROVE, GA. U.S.A.