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HomeMy WebLinkAboutPermit B95-0425 - OL CARA APARTMENTS - FIRE DAMAGE REPAIR City of Tukwila (2 06) 431 -3670 Buildings:_ 001 Left: .0 Right .0 ' ' �, Fire Protection;. UBC Editi Valuation: :.630000.00 Total Permit Fee:: 5,,'680.09 ******************** k********'**************** * * ** * * * * * * * * *; *k* * * * * *; * * * * *k ** }, ', nrcibi&k, ., . )---8 -9'(0, . — Perm Center Authorized Signature Date • I hereby that I' have read'and"'exam this permit an know th same to ..be true and correct. All provisions of ' and ordinances governing this work will be complied wi':th, whether specified herein or not The rantin of this permit does not resume 'to give authority to violate 9 9 P P 9 y or cance1'the provisions of any other state or local laws regulating construction or the performance of work. I: am 'authorized to sign for and obtain this building e- :t. Signature/ '1 49 Date: 08 PEA, l99 Print Name: MIC,J L D. 7110MeSo.J' ': Title:4 1TECr This permit shall become null and void if the work! is not commenced within 180 days from the date of issuande,,or if the work is suspended or abandoned for a period of 180 days from the last inspection. • b J - 'A. CITY OF TUKWILI ` ; - 4t4;, 4 0 . Department of Community Development — Permit Center \ +a ° 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 ' .` - 190B " (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER OI Coro_ N p - r s �qCJ Ou � SITE ADDRESS 351 � + � f ^ St- SUITE NO. vl l W INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DATE .:., . .::. ,. , ::.: .::. ::. DEPARTM ::.;: :.:::..:.: :. >::::.:: ... . DATE IN.::. » : ::::.: :.. : :. '.. .. .....REQUIREMENTS COMMENTS . • , 'CONSULTANT: Date Sent - Date Approved - A BUILDING - initial review la_ � � �ctZ (ROUTED) • FIRE PROTECTION: Sprinklers Detectors (l N/A ,• FIRE 1/60 (0 Z 61" O FIRE DEPT. LETTER DATED: i — L INSPECTOR: j s^�p INIT: .S/ ,cwt (PLANNING (� I //, , ZONING: IBAR/LAND USE CONDITIONS? (jYes (J No 2 �'i' r � _ REFERENCE FILE NOS.: INIT: �f MINIMUM SETBACKS: N- S- E- W- � WORKS ' PUBLIC 2 1 0 1 /?6 UTILITY PERMITS REQUIRED? U Yes No ' ( r PUBLIC WORKS LETTER DATED: INIT: ,/ fr) O OTHER INIT: BUILDING - 17 4 4t, TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT:, ' may- Jr =1:f (& O Yes gNo (el q ii g;gI / tA AL 2 Y VV‘i INIT: . REVIE PLETED AMO T 0 CONTACTED Ohn OWIG �`'/ C DATE NOTIFIED rr nn BY: if (init.) L.....c) 2nd NOTIFICATION BY: (init.) _ 3RD NOTIFICATION BY: 01/08/93 t\. BUILDIN . PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 _ DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 BUILDING PERMIT FEE 3�� 9 . S . PLAN CHECK • G -- PLAN CHECK FEE , . �� NUMBER • ^ O BUILDING SURCHARGE . 4 APPLICATION MUST BE OTHER: FILLED OUT COMPLETELY TOTAL - (ocq Q Q SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 35I 5 0( 4111 14(oTft _ $ 001E490 — PROJECT NAME/TENANT ASSESSOR ACCOUNT # OC• CAKA ArArtf S oo 41--000 — o 83 TYPE OF 0 New Building U Addition U Tenant Improvement (commercial) L) Demolition (building WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) Other: VIRE V/4f1 DESCRIBE WORK TO BE DONE: P1 f2E YL to A14 in [STI Nfo / PAl2T) Ib'S1 i1tX4 E . BUILDING USE (office, warehouse, etc.) R -1 Av*rEnti arTs NATURE OF BUSINESS: 'p1,4)MA.41.16 (AN ITt WILL THERE BE A CHANGE IN USE? KNo 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 11 ? 7 sff Tenant Space: Area of Construction: 4' 5F WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System g Ote-e bei s PROPERTY OWNER Air Ci PHONE 6,1(. I'Tl ADDRESS 1-0( I'?S'CI1- Aue 66. ) W4 ZIPcrB , CONTRACTOR KEN Ck col3STRACne PHONE 313 OIL ADDRESS 3o1 14/05r MA /M A141 %4.12,3 I {1 ZIP Ch 5c01 WA. ST. CONTRACTOR'S LICENSE # t c , s5t 4 cAc , ., EXP. DATE ARCHITECT pAcific, epsio o& o ( o PHONE 10 2 1500 ADDRESS 1500 AlO6 JC T l� +ZIP 98(09 HEREBY CERTIFY THAT 1 HAVE READ . AND: EXAMINED :THIS. APPLICATION AND KNOW THE •BE TRUE AND CORRECT, AND I AM AUTHORIZED TO ;APPLY FOR: THIS: PERMIT. BUILDING OWNER SIGNATUR * .' • J� DATE Ste OR AUTHORIZED PRINT NA � A. PHONE 6A 1 s p AGENT ADDRESS i E� Ie✓'� , / ` Es /U4#t re , / � CITY/ZIP Se g 8te CONTACT PERSON J A . � �CII�l ` PHONE Z. /5-ex) 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 1Q -Qq-ci 1a22i .,,,. SUISIIIIITTAL CHECKLirST 'OMMERCIAL . .. . . „. ... . : • • • • • .. „• • . . . . .„ .. . .... .... . ...... ... . . . NEW COMMERCIAL BUILDINGS/ADDITIONS COMMERCIAL TENANT IMPROVEMENTS : ,1::::••.• ..,.::.:,.............:..,....,........,. ....,.......... .... .. . ..... ..... Completed building permit application (one for each struct ure) • :. " " Completed building permit application (one for.etichjOrticpwejoi::::.•::,.:.,.:,,.., tenant) ."••••,..• • • .:•.'''...':••::::•••••:••,:•••::•„..•.,,,..•:::•.•:.':. ,:.,::.: •;:h'::••,...'::•::1:::::;:•:•:•'•::::,•:::.:::,::::•:•.,:,•••;,.:*.1••:::•l•::.?::.: • . Assessor Account Number • ' - •• •• :' • : : •..': •• • -::. • .: . Account Number :...•:..• :.:••• ::::•.• :,......, ..:..,. ,....,.„ Two sets (2) of the following • • • • - • •-'''' • - ..'•-• • • " • Two (2) sets of construction plane, which inClude:::::..;.:.•.:.:•,-,:::•H::•,:•;„':.".":,..::::1'.::::::::::::::::--:••':: : • •• :- -:".,. - . ••-•••. • . :.• .:'. -.. - ::. . , .: •• . • : • • . . ,..::::',..,••••• ::„.....:..• 4 ......• : :.•:- • :::.•.::::::•.• •:4:::.:.:.•:,:•:.•:::::::•:::::.:„.:.:...•:.: ..... .. .. . ... ...... . • • • : •, -....••••••,.•••• ...•-•,.: •:.::.,-;•-••:•:•••••::::•.":-:::".:::::•.::::••••::::::,..........:::•:•:.....:•::::. Specifications •• ' . : : • •• .• •••••:::•:••:1'.•. • .•••••••••••••••.*: :::: : - :•• ":•• ,• ' ri ......_ Sit .• ,...,• •••.• • •,.. •:•::.:::•:. ---1 ••••• • • , .... , • • • , • . , . ..-: .•:•,••::•••••• ••••• ..,•:,..• ...,,,,,•••...,.: •••• : ,.::•..:.• • ,.:::-.:::.•:•.......,.-.... tenar •:•::::::.:::::::::::::..:::::....::::::::::::::: . StrUcturafcalculations stamped by i Washington State lice need...".,:.•:•• ': ::-...::',.':.--:•••• • • • . •: • A • 'a...A k.rkin ....:%%:.•:::..':',•..•:•:•:•:•.:,•.;.::::,::: onginear ,..,....,EIcIStlrIg.qn e .. . . . .. ....................:„....:.:.:„,..........,......„.„...„...,,,,...„...:::::,,,:i.i.::::::.:, • • • : :- : • • . :. • :: • - . • : • :-. --.,....:::•:::::.::•• - . • .• ..-:: :.... :: :.:::.::::.::::.:::..•.......:!'::......,.::...:::: :: ...:,...•••.........•:...... • Landscape plan (if:litOplicEible;':.i..6;,:•Chantie'01:!!).-::::...:::,1],.::::::::•:::::::V:::ii:,.: Soils report stamped by a Washington State Iicensed engineer • '• • .••••• . • • ••• .•'''. •• • ••• • :• • .' .. •••••• ••••'::•• '"•::'•:•4' ..•••••••' :: • ,• ... •: . .! . ,•!:•,'•!!;.1-enint• Icicetion::::.::::.•:•.....J7.••■••••••:',.;,..1',:i.;••••:':..4.:',:'•:!•:•••::•1•••:::":':,,,,i'•:'''.•.:•::••••••:::',:,].:A5::::.,••,•:i• Topographical survoy :..•.:• :. :•,-•: ::41.• ....,. ........:::.... .....,......„...,...„„: ,... . ..•••:.illie Of adjacent (carnMonWell): [_1 Energy calculations stamped by a.Weeftingten. • • • • • • ••• :. .....::::::• : ,,'", : i.• • •' : erell.d..im,.e.ne:icm.i.„..:e.:..-:„O..f........:U..1...lII!....!?',..4,.....it....,,ii:4..clu..,„...,:,a,....„.....,....;;;.64?„....!E!........„...0„..p..i,..:....,t.":,;••■:.i..::.,1-::..:::."..:",11:::!....1..i.,,,,It;;;I::,., . ,..." . • ■••-,,, :"•‘•:•.:-:..:-...-....:-.":':•:'...".• ',-, '' ...• .1:::' .,,,,' ' ' . 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Floor plan of 1 . ...... r .–......., Pr9p0SpN.■ tenant 6 • space . • LegeldescriptiOn:.•::":..... ••••• . • • • ••••••••,,,•..,.....-:.,:,.:...,..'•:„.:.::i..,::••:::•••••••........::::::::•:••••:::'::......: . : ••••:::,..:".,,'••••:.:".::.::::....:teriant spaCe:Plini■oi....itli:•iisii:9!!i" . ti .,...,,,_, • • :••••%,- , •:'.1...;:;•i' , :%.• , •••''' , ....; ' -.: • • '••• -..-....:•••• •••• : .• .•:•..•:%:...:.:..:'.: . ::::.:......]:::..:•:••.....*:Exit:doc patterns doors egress • i . •::.:.....:: : :: , •:::: -. .......:: , :...••••::::::: ,- .•:•.,!;• , •::::•:•:•:•:•:. ,,, !: - •-•::-.:-•: i •: ;; :,:,• : •: : :: :,:..:••:,-....!:::•.. 1 WOrRing'drawings; stamped by 'a Washington State licensed .....• :....:, ..: • .: ..... .„..............,.:.. • : •• • •-••• • • , •::-• : . .. : . • . :•• ••• ••• • ••••••:: :-...- wall, and Vralli • • • • • - • • . - - • •• •• • ••••••• •• .. • : !. ..., .••••.... : •••. .. ::.:•::::::.!:,•• ::•:•::::.: . •:• .. .. . • . •H::::::::::::::::::::::::::::k • % . architect, which include N alls ex :• •.• :' • •••::::••::::::.., •:::,::••:: •i ..: ::: .,,__,••• -:.-•:: .:: . ...... ::•:::••:••:::':•:•••• ,•......:::- ••••••...,.,•:....•::-.i.'.1•j•.:::.?„,::::.;:-;::-.:L'ci:»,•:::•••••:•:-:':.•.":'',":.-t..:::1:-:"..'N-:•Z'41:::::::".1'.ii',.W:••••isf,:"....i.•1• •'• • - ••:.•:••••••••• •" •• • ' ••'":'', •''' l • • • • -'...t i 'j .f.7 '.i;i :.: :4• :.1• •• • ': •:- •; •: ii 4 ' . .!•' . .•! . ..... : : ::::::'', • ••; . -."::::.:':• 1 .41 : 1 : .: :,_ 1.1 1!"CariSth,496, deth• • •• • :•::• ' "J•• • •4 : :: ' ••;: '• • A ::• ' :•: -..... • •••: :::- : :. •,:':::::::: ::: :',..i''•:':: :: :::::: • ....:•:•:::' - ••'• :• siie 'P lan '''' :•: ': :: :''.: : ::' •- • • :•'..-- • ...':•...' . •". . •: :,:„....:„ ...,:::.,.......:•,••.:. -•- • .•-• •-•• •••'• : ..i . construction and i.i•oiiicidot.f.,..f..,....L:.....:1,:,. .•:.•••••.:::: • :....:. • .•: sed .:„...g., :..... ii . . , ,,::.:,........... , :,.... ,. ....:.:i:::•:,.::::::..•.:........ - ::::.,:'::::•:;::: : ::: : :: : , .::: : :: • ,::'," . ... : :: : „ ,. . - ••••••••-••• :-..:.... siructural drawings •..•::•:••••.• :".• -; -,.:•:•:•":•:••-•-•:::::..:'•'• :• :••• ....:•••::•;:•:.-:-..'attstchinent for. f. l eer..F. 1 9.!..,F.9.4 1 ..9.Fs.„4„:::::::,..i , ..,:::........,..7 . ,;4 . ::::•,! . .!ci i : , . : - : . :.,:: . :i:•......;•: . ..:: : •: . : : ::.;.,•,.. : :: i::: ;,..,::. ; ..,.: .......:;:•.:•••.. • krochanical drawings ; :,..:........,:•::..,•• ::::::.,..... ,.. .....,.....,.........:.,):.......:...,...,„.. ..__ .................. • ... ,•:. ••• •.:::::::•:::.::•::::::::..'...::::....::::::::::::-..:::::::::•.:.:: ., 1 l',StructuraticaHaulationi . licen : :•, . • .... • . .erigineenniaytetreqUired...1;str,p9pg.e.I!*"..."..- PPP.:::.!•...:.:)::::::::::::::".:,."•:: ' drawings MP t P •:..::::••:••••••••••:• ,•::,.:.........::::,..:...•••;.::,;:•:-.-.......,::,:,..;:i....,;,......,...,...:•. •;-::::•••.•..:,..:•;.,.;]::•,...:..:,..,.........;.::;..........--!•;,.........,........•-:,.:,.....4::.,;:•.::•!..•.:!.::::::::!'„!.!:!',..:!::::...,...f..::::::::::•,:i.i::::•:.;•:::•••••:::..!.;::.:•:-.i.i.:::•:•••;,,.....•:;.i.•.j.::::::::::::!.....i.: .• :•• ;''.:•::••::••••••:-'•'•:•'•• ::::':::•••'•::::•:,'•:•,':•-•••:•!•: NOTE lie OTE.::hy Utility. w ork iiJioilii. don p,: su bmit f ;.pE, y! tp y o.t y „pp, :m i .::: •,..,: ::. : :: : :: •,•„,: :: :... .........:.:... ,... . :,.::::.:...... ••••• • ..,...:•••••:••::,.. •:: •.::::,..• :•::..::, ..:• •••,:::::.:•,:::::.:::...:,..,,..".••:::.:::..•.::::,,,..:•:,,,,•::-:..::::•:: :...., • ... :".....•.: ., ans ..:••••: . :.,...:..-::::•.•:::::::::::::::::::::,..::::::•...::...,:::::::,:::.:::::::::,:::::::::::::::::::::::.......................... 1 1 . • uti .• ' • p lion' (orie jec prot) ap :::•:.::::•:::::•::::::::•••:.....:, ::•.phcation and p . .-..:•:::. , , , .. „........::- .:........,:,,::,,,,:::...,„:,..,......:,,,,,,,,,....,,..,.:..,...,,:„.„....,,,;;,„,:,,,.,,,::,..:.. :„....,::„..,......, ,.:,„..„..,.,. 'Completed permi ,appi ,...................... .„, ..„....: .:•:.„::::,,:„...,,•,•:::::::,... ..:.... .. . . . ......::::::',.:::::::-::••:.".••;::•.:::::.::...:::::.::::•.„:;•• :•:.:•......: ::: :,...::,.,.:::::..:....::.::::::::::•,..:::::.:„:„:.:...........:;..:.........:.......................................,................ r1 :Six:(6)eets.of.icivildraWinge .. ....: ::. • •... ....... .............:.....„.,.........,.. ,..... •:..:.: :•'-:,••• .- 4 :: : ••%J ., ;-- 4 '.....•: . : '..:::::: ' : .... • •••••.:' ‘:::...‘•:::.'....:....:...'....• :::::• ':':.•:.:.......•;:::. ::': REROOP:'. • : .....::' NOTE :••• See utiliV.,Aerm' it application and Ch ac t f . fid:utili61:::: . ,•:::•••:•.•: ::: .;_:,••:;:•:;•::•::-:::::::::.:: -:::::::.::::•::;::::::::::::::.....„ . .:•:. .. ..... ... ''.... ' .:.:.... . '-... '''' ertnit appliCtition .: (One for each : tructure): . . submittal requireme;:ts. :.;•:::. .:.• •• .• : •:• : .• . •• • .•:.:....:„ • •........'.:•• I cfblrf :;.:::•.::::::: :.:•:,:.• ••• ....,.:... •:....:.........:::•••::::.•„:.:•••.• .:.:::........::•••.:•••:.:.• ....::•„:. • :..:::-..... :-.....::::.„...:,.......:•.::: .. ....... ::::•,•:•:„••::•,:::-..:„........• -.......„:•:::::::•:.::.:•••„•; , , .. • .. .. : .. .... . . . .: ... . . „ l'Ass Numper.:: . : ... . :::.••••••,• . :,• .. .v..:::::•:::::::.:,..::: ::::::::-...:..:::::::;;....:::::::::::::::::::::::::::.:::::.,::.::„..„.::::::.....:::: .... . existing e desc :::::.::•..Y.:.•..::•.:.:..",:•: roof ::::':::::•:::•;::::::,.:• ,• •„:.., • . ..;::::: ,.:.":.:::::::::::::::::::::: . : . ..:•:•:..::::.:•..,.• '• 1 :i material Narrative ', matenal being "removed ■• 1"::•:-:.":::::::-"'•••:: . RACK STORAGE . :::'•"1: 1 :":','•: 1 1f,...' •': • •4•.::: ::::::•:- . -...':;,.. •-:.::*:.::::::•::...:. . . .. • .• .. . • . .. .• : • .. alle . .• .:.::::............:::..•.:.• ' ' ..' ... . . .. . *--: .. • - •' '''' • :''' :••'..•••••••• • '"•:.. •••••••:'' • • . •ta....::::::::::::•:::::••.: :....,....„:„.:::„..:,.;:..,.:,.:.:..„ . .:. . ..: . :.„........ . ..:...:,.... . • COmpletect bbilding iie :.. .....:".....:.:.....:::•..:.„.:...„.,„:........,...:....: NOTE:...A.c.ertiffaatfciii4etterls(raiz: Oriar"to'flrfal:inspecaoa.an 9......... • •'Aieeesor;ACCotint N umber ,:•,.:. . .,:......f 8.,..,••.;:4•:•::•• .•,...-E4,-,•:„.. 4 -4,4:...........:::. •••: - . - ■••••• • • - •:•:• - • - .., •• ••••■ • - .: . ., , Nf .. •■•• ..7....• .. ...., . . . ......,...: s • ,il, .. A.,..,:...........:.... . ::,,. . ,.: .7;. . ...:.,:.:,.............., .:,: . '':' ." '. . .':.: . . ••• :. .•:. Two se .. s :Ili , ' ' ''' . '1 ,' ' ' :•• ' : . • :: 4 ' ....: ' v ' . . . . . ' " ' •,:.: : ',:': . :: .: ' ..':: •i • '.:. .....%::,::::::•:.:.: :::;::.•:::,::.:::::: .:?;•.......... .. : li:71 j.. . i 7 7:::,':d,:a.44'. .7: .•:,:. • .::''''.., '.' ::.'" • .' 4 ' .: . ) ....';:i.::::.:• , *:: . :.;.:•.:.:: , .:: . ,: . : : :' . .' .,.;:.::*.::: :''' :: ,:::.,..,. E. . .. ' • 1 : - okplansiwhi , ANTENNA/SATELLITE•DIStIES''' . .::...:::::•..:...;.::::: . .:: . :::::::• .::::.:•••:•-• ••••••• :,: .•:,•!.... : ' . owing ..•...:• . • • ....• • . :,...• ...:• :,.....• -,...... • •:;:z..;:.:-•••,....•...•• • .. ....,..,..., ' ....',--.1.:.•;. iA;:;.V.::::1■:.''•-••.".'•:;•-e..:•,..i.:'.-:.••••:......••,%.•:'•::*".'"•'..•::'..•.:?....::::::::',.:.;'..,:•-:-..:.•••::::-.':,,,•....i::.....,. au1 plan s ...• . .,... ....•:. .....,......... _ ::'••:'::•:••••::".• •• • '..:•''''''•••?'''..--:' . • 1 I Completed building permit • aPplic.atiori.:".: •:.:',....::: . • 1 : ' .• l'• ....• Entire'snaaawhe re racks will be - leCated - ...•••••••'...:••••• • •.• : '.,; j . ::1 . 4 .:',":,•i'.... : ::::....:.."::•:?.,.",: - ...: : : :":.:. , ...".'„:...'•.,:• : "'I''..:: :: ::::.4 . : . :::: . 1 . :.... , ""..........• , i, , ,..,." - :•:" . : • ." . ,.4: . •:•::,...r,':i . : . . .', . E xit doors . • - • • • ''' '. •••• '••• ''• ' -=:•• ••• : •-.: -':•••••':.•-• . '..:.:•' • 1 1 AsOessor Acount.N - ••,::•-•:• •'• Dimensions of all aisles : .; • •.: ..,T •,... .„...:.,::,....,,....,..,,..,..:.... . : .i.i ...„........,........k . :.„.. • • ... . .. . . .. ' • • . -s • ' '" • ::- • ' ' • - ' • • - - - •:•••• ••••'•••• • •••• -- - • • ---- Two (2) sets•sof plans wh, icli•inclod.e.". T enant 'space floor plan showing rack storage layout, , eisles . .and , . .,....___.::::•••••••:.••• :•. •-•: exits • : : • :: : . :. ...: . ,' . :•.•.:•:..-.•::-:::::.--••:•••••• -.' :.•;•:•-•:••:"....• '•:1, •.::•:: ::•• -.I Site Plan (shoWing•bUilding..end.loce tien .. .:...:..,......".•:: : - NOTE: Include diinensiOns:of racks (height,..Widthand . and axi( ways on p!an Detalls•antenna/satellite•dieh .. 1 Structural Cal ions stamped by a WeshingtonStrelice - f ---- i .. . , StrUctural calculations ,staMped by. a WeShington State license engineer (rack storage 8 and over) ,..:!....,.............1'.... , itriljinetir:mity. b4 required: ............... i.:" . '. ...•• . .: • •:: •:•:". .....••,:::-.... .::',..: •• :• .•. ,::, ;,,,....... ...•.-...,..,•;, . •,, •.t.. • • •.,..'::'•, ::::,:::::,;:.;:.:•.:: .. ..•:::.:::.,..:....,.::::,. .. ::: . : . •,,,: ... . .... . : ,. .. ' .. . . : : ... REplbgNTIAL • , • • -• ;,..• , . ....:..".• •:.,.., • .:•...,.....• RESIDENTIALREM DELS:,:.*: :i.::::••;:•:•• ..;.:....,,.,..,......•„......:::....,......::•:...:%..:,...,„:.:.::••..:...•: • NEW SINGLE-FAMILY DWELLINGS/ADDITIONS • : •• • : . ...... .. . ....... :,.. • . •,: ., .... :.,: .1„.....: .,.......: ...., ....... ,..,........ . . , .... ..... • . ..:.......... .,.... • • • 1 1 Completed building permiiipOlication:(one for eaon structure) ...!...,......:•...;... . • for each structure) -- :•,••'•:, -:... :. ' • ••.....:..:•.•;: . • .-•:•:•::•: .........: •••••••• : •• ••• -.••••••-•.: ::-••:::::•• ::••. :.-.::.•:..: :.,....,...,,. 1 Completed building perinit application (one .,. ......... ........ .,.. Li ., . .. • - : .. • : ....:...,..••..•.. •.:.„•:•.......,.......:.:::.,., ,„....,:::::,.,,:::..,:....„ ...,..::.,....,..,,...:.: . • •• •• . • ' • • • • :: ••••:••••••• ". • : • -•: •'••' • •••• - ••••••••••:• . . Assessor Account Number,: . • . • . ..:.... -..:........., , ,,.....,............. ........ ........,,,,.. . 1 Legal description .. . '..: - • - ::. , :. . ' • . •••• "-:.-• ::••••••••••••,,- ••••....':" • -....•-•:....•:......... -. . ,- • ...,..• ••.:....,.....:•,.... ••,.. •.: ••:.• ••••••:. • 1 1 Assessor Account Number ::::-.:••••:.•,-•:•:... •• : :: -::':::::::::•:::•.:.-:::,:.:"..:::::::•:::::..:":: . ':'...":•-:: • ' . - - •• • • •.:•-• : ••••••'• ...: ...•:-..• ., ...••..-:•::::- •':'•.,,,•::: ,...•"." 1 Two (2) sets of working drawings Wnich.tncludei .... : . .„....:::::. .. :.,, .. . : . . . .. : . : . . . • '''' ••••••••:::::••••:••••••'•::•-•'•••• --: • • " : • - '•••• Site plan: '.-:- •::::'::':••••';'••••••••••:::::::••••••'''•••-•• '•::::.;••:•:•...: :',..•••:•••••"."!..•:',.:::::::.:-":•:,.•,-",:::::::::::::::::::::::::•::-:-:,..;,::: ri.Tw i... : • : . .• ::: .• • • • ' ' • ••• : ' ::..•-•.: •::,•"•-'""-•"-:' -• :•• • .. '.•:: ••• • - ••• . • l'•• -•-•:•-•-••:::::::•-•'::::•••:-'...••••:•:•::•-•:•:••••••• ...:::•••::-"::•••:••••""•••••:::" . .:. . •:::.:-..-:".:•:".•'.•:::::•-•::':::::':•-•••'-..;•••••••:::::.: o sets (2) of working:drawings, which include . :::-..• ••• • :: . :.• ••• • :: :••: • :.... • ...• Eau p an •••. ..,:: ... ....: •-•..: . .. .. . .. . ; • •• • • Site plan :•••■-•■••■••• • (On plan ,. show closest hydrant location.•.• •-....:.,• • ... .:.. • • ,..•:,...:>..,....•:...::,.• Roof plan"•:: . ... . :, . ,:.... . :::::i;::'..'..:•. • • • •- • Foundation plan .•:'• •-• - Include access to building; showing • : , : :. . . : •. . •• • ..• •,•:::. • •ll•• . •••••::•: Building elevatione•Iall views) Roof plan :• •••:." .., • • • I; • .: • s • GENE A 2235N84 *AAA*..VA.*irk* *A.** :h* *0 A - A *** A- .:4A:or*A.Atk,*.'A*Ah —is* AA— It *A.P ' - TOTAL 2235.84 C I r.V 0 F. 1' U K W T L A .' 1'� A '' -, fl k �' TRANSMIT . CHECK 2235. *A .A k*- A.: * **•,A{rt4 *'A4t** * * *A A* A.A.A4 *•A * AAA *droA•k:A**A.k *•k•,04 *** **. . CHA 0 ,■ OU .. 'TRANSMIT Number 940 ' 2.235.84 1'2/29 OT�hti 11011000 iti: PavmQnt Method: CHECK Notation.: PACIFIC ENGINEER Init: SLB I'erm1't No B95-0425 Type: H -IJLDG BU.IL47ING PERMIT ' • Pertce"l 'Nor—J/04,000-0853 . Site Address: 3515 S 146 S'f Total- Fees: 5.600.03 ' ' This Payment 2.235.-04 Total ALL Pmts: 2.2$5.84 '. . Ba'I znde: . 3.444.25 A *tk*A•.tk * ***A * * **•k *•AA** AAAA•* A* tk 'ktk *A*A'k ** * *s! ** *a* * *klkk *** * *'A ** *k'k* '. . Account Cede l)esci" i.pt i an Amount . 00.0/345.830' PLAN CHECK - R'ES 2.235...84 . ......_. ... ..» .....,.... - . _..._.. . • ^ .. • * • . • • GENERA 3439.75 •A**11. GENERA 4.50 CITY or TuKWILA WA 12Ck O •r R AN SNIT TOTAL 3444.25 CHER 3444.25 TRANSMIT Number: 96003592 Amount: 3,444.25 02/08/96 15:06 CHANGE CAM Payment Method: CHECK Notation: PACIFIC ENGINEER It1:61/9MC123 . 2553A000 Permit No: B95-0425 Type: II -BLDG BUILDING PERMIT , Parcel No: 004000-0853 Site Address: 3515 S 146 ST Total Fees: 5.600.09 This Payment 3,444,25 Total ALL Pmts: 5.600.09 Balance: 4* Account Code Description Amount 000/322.100 BUILDING - RES 3,439.75 000/306.904 STAIE BUILDING SURCHARGE • • . .,. r' INSPECTION RECORD • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ./ j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 P ject: Type of inspection: / n L opt izA A VI's ult. Address: : called: + �r = ' 5 tie ST- q — � Special instructions: Date wanted: - l _ 9 -5(4 • Requester: Phone No.: S3 ; 3o94 .__ [i Approved per applicable codes. (Corrections required prior to approval. COMMENTS: P i it / s�l�..." ' '' h0 / -/ G' s 1 6 7 /W / , I" IIIW -AN ... , . __ I d ./M ..... _. O J � - 1 • ' ` ;• .: Ci Inspector Date: _ 1� — 1 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blyd., Suite 100. Call to schedule reinspection. Receipt No Date: .. ..... . - , , , , -', ' : : , , ' . . .4 .... 0 INSPECTION RECOR D v. OLIZ , ' '' ';' : :.: ' '•''' ' , ' :''': . ':, .' '', .• ' ,',:'''' Inspector: 2 `..-.. .,, ,,.'-, I 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Date: Receipt No.: • ; • INSPECTION RECORD , , Zr D Retain a copy with permit �� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ (206) 431 -3670 -- �\ ., . { -. MOW I NSPECTION RECORD ,� ;;, Retain a copy with permit c ' � . ' • : 0 INSPECTION RECORD } Retain a copy with perm 'PS — 2-5 , • ∎ - ..._. . [Receipt t :* • 0 - INSPECTION RECORD l Lo Retain a copy with permit , • i INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818: t (206) 431 -3670 Projec • Type of inspecti ca ,NT ' s �A r I l,J& , • Vii/ j INSPECTION RECORD °. ._ ._ • .. + :.+ '; 0 INSPECTION RECORD `` Retain a copy with permit q5 - 0425 '.` INSPECTION NO. PERMIT NO. ;; Receipt No.: Date: I :_. • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,., Receipt No Date: • , ,. . '' • �,. :: • „ a INSPECTION RECORD Retain a copy with permit Farti { INSPECTION NO. PERMIT NO. : . Requester:130 rJ Phone N 1 c1 Approved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: • f r i i ., ..., ?� ,-....., INSPECTION RECORD - .41, 1 Retain a copy with permit ,, : ,: ' ., • ' • , •••,•••• ••• — - - INSPECT IO RECORD Retain a opy with perm • • .. _ _ ' � INSP CTION NO. '.•PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1206) 431 =3670 = s Project a 1/L Type of inspection: f ; _ Address: Date called: Special instructions: Date wanted: "' "f ... a�� Requester: • Phone No.: 1 Approved per applicable codes. Corrections required prior to approval. • ' -' .COMMENTS: 1 • lbef.t." , edid 5 Pi i7/ cam_ C._- e.,. , ...7 e / )1,0 /7) - 4 .. j • , , Inspector: / : " C' 2 / / Ut // Date �J 'liJ fj 1 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: l .. ,.. , .. .. .._ ... _. '?,�.. .,., , ,.. • • .. . ". _ ....... 41:1:). INSPECTION RECORD *„ C $42.1 REINSPECT • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: • 1 INSPECTION RECORD 1111....„,- Retain a copy with permit - O : , IN ' C • • • •. PERMIT NO. ,'. . — . ., 0 ` INSPECTION RECORD I Illaglta , Retain a copy with permit 5 t INSP " ON 1. PERMIT NO. CITY OF Tj(KWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 ! : �,k (206) 431 -3670 I�l� . Project: A J Type of inspection: / 1I i Address: Date called: Special instructions:: Date wanted: ... op ! �� 7 e ∎ ' equester: • c t / C C / T �" 'hone No.: Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: 26c2 z_era(_44 • ; • , ---------- INSPECTION RECORD Retain a copy with permit rP 1 5 - 0 INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION % 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fliM,I (206) 431 -3670 Project: O ca Type of i �spogtion: Address: f c. c.ii 7' yl Date called: Special instructions: Date wanted: �Y�� / � Requester: ; (�, Phone No.: 4 pproved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: , ,.� .... .. :. . - ; . .. • .;.. - ri. I ' , ORM INSPECTION RECORD _ . . ... , .,...... . _ _........_.---..,,,...-,. , , . • .. , I • • • -- 4 . 1.0.1( INSPECTION RECORD tigl ,111r :- ,, ; !a„...,.4=.t.....miv.,:i.I.e.......1.4A.c.m,,,.. , - ___- "- .. .._ _. _�.. _ «.., . ��,., .„ .. jr) INSPECTION RECORD ,: - ., r r 1 Inspector: rz Date: 4,( i ) ) 1 c , ....t....A.- - n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must , .. 6300 Southcenter Bld Suite 100. CaII h ,, , ,:: , , ,:, , , :,,,,::...: be paid at 6oucener v., e . a to schedule reinspection. Receipt No.: Date: il 1 !... --- ....... .,.. — . _ .. • .. INS PEC TION RECORD '. .,. ' / s Retain a co py with permit • � ` tt. / 1 Lt 144-17 . -X- 1 'f ti-r - S-G et -4...e . ' /0 /ms Inspector: / Date: a. /l. /I La $42. ' P INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /3?5-oclos Inspet on Services :'northwest 11834 26th Ave S.W. Seattle, W A. 98146 -2403 PROFESSIONAL 3UILDING INSPECTIONS FAXED TO YOUR OFFICE Mr. Les Neeley IN TWENTY -FOUR HOURS OR LESS Kencade Construction Co. 301 West Main Auburn,WA. 98001 RE: Special Inspection of Anchor bolt installation. • OL CARA APARTMENTS, • Dear Les, As per our phone conversation of 6/19/96, I was on site at the above referenced project 6/20/96 & 6/24/96. The following outlines my findings and oversight. 6/20/96 1:00 P.M. Inspected anchor bolt materials before installation they consisted of the following. 14- Rawl hammer 3 /8" x 13" straight cut rods 1- 3 /4" x 4' straight cut rod 35 -Rawl - Capsule 6" #6705 adhesive capsule's 14 -63 ' /2" angel brackets made of 118' steel with a'/4" steel shoe and forty 1/8" holes for nailing were pre - drilled. All components are as specified on the supplemental detail drawing sheet SD9 Section "B" from Pacific Engineering dated 6/11/96 and attached hereto. Installation: Embedment holes where measured and the average depth was 12" There where some variations from 11.5" to 12.5" all holes were 7/8" in diameter. Holes where brushed then blown with compressed air. • Two 3 /4" #6705 adhesive capsule's were placed, resin end first, into the holes. Rod's were driven to full depth with a two pound hammer. 6/24/96 Inspected installed angel brackets and checked nailing. • Torque checked anchor bolts to 70 #'s. No failures. In conclusion, All anchor bolts and brackets have been installed in compliance with manufactures specifications as outlined in Hammer capsule spec sheet 36.0 through 36.10 Si �+.,/ :::.; -. as - • . ' ennington Owner/Lead inspector # 112673. f . e rtc x r 924 .. . -..{. . } ... , � �► sti O ` yl: j City of Tukwila John W. Rants, Mayor 4 !;.-, . ..... � 2 Fire Department Thomas P. Keefe, Fire Chief I o ���. i /r f IV .. . 1908 • • , ,,. CITY-OF TUKWILA' i y code shall be valid . i .,�' 10. There shall benb :- _occupancy'of''the bu),lding(s) untril final inspection has. been comp,le,ted'�by�'the Tukw:l <a, ;';;:Building . Inspector. q y • • -I. 7- ' ,-. . _ (;I'F CI FIB AT1()N , ■ • . _ ' PREPARED ROOFING PRODUCT CATALOG - e ' - SPECIFICATIONS . - • S Appgx. COLORS* Ex sure SW ItfN Shingles - , -- Per 1110 SgUtsrii Sq. Ft. - ■ PADCO PREMIER 40 Fiber Glass Shingle 4 4 40 Yr. Ltd. Warranty Anti Black P ewter Gray , U.L. Class 'A Fire Rated 13 -1 /4 Buckskin Tan Sherwood Green w= 5 -5/8 4 64 od Weath d ered White Wi R es i s t an t L X Harvest Brown Weathered Woo ,, ASTM Spec. 4 • t D - 3018 Type 1 � �r . • • PADCO PREMIER® 30 Fiber Glass Shingle ., 30 Yr. Ltd. Warranty A ntique Black Pewter Gray ; " • U.L. Class 'A Fire Rated 13-1/4' Blue Slate Prairie Wood , �' `,,:,;,,.:.-•. '04, i. %-:'';::' . Wind Resistant Label x- ' 5 -5/8 . ' 4.. 64 Buckskin Tan Weathered White ' ASTM Spec. 40` Driftwood Weathered Wood . 7 IT ' D - 3018 Type 1 Harvest Brown PADCO PREMIER 25 Fiber Glass Shingle 25 Yr. Ltd. Warranty Antique Black Pewter Gray U.L. Class 'A Fire Rated •13 1/4'. Blue Slate Prairie Wood ' Wind Resistant Label x , 5 -5/8 . 4. 64 Buckskin Tan Sherwood Green ...' : �i 1 - 1- ASTM Spec. 8 40`; • Driftwood Weathered White 1 D - 301 Type 1 Harvest Brown Weathered Wood PADCO HM - 30 Fiber Glass Shingle 30 Yr. L Waranty Bronzed Brown U.L. Class td. 'A ' Fire Rated 13 -1/4' Two Tone Black PADCO GT - 25 Fiber Glass Shingle • 25 Yr. Ltd. Warranty Bronzed Brown . 1. , U.L. Class 'A' Fire Rated 13.1/4' Two Tone Black ' Wind Resistant Label x 5 -5/8' 3 . 65 ASTM Spec. 39 -3/8' I D - 3018 Type1 ' , PADCO SG - 25 Fiber Glass Shingle Bark Brown (R) Mint Frost 25 Yr. Ltd. Warranty Black Slatestone U.L. Class 'N Fire Rated 13-1/4' Cinnamon Frost Star White Wind Resistant Label x 5 -5/8' 3 65 Evergreen Timber Blend r.-:,,� ; , r . r . a .• 1 = ; _ r . „,,--. • ASTM Spec. 39 -3/8" Gray Frost Walnut Brown 1 ,Z,siV;"t;%a ',r',.:;';':,,.• D - 3018 Type 1 Maple Red Weathered Wood ■ PADCO GG - 20 Fiber Glass Shingle Bark Brown (R) 20 Yr. Ltd. Warranty • Black U.L. Class 'A' Fire Rated 13.1/4' Gray Frost . . Wind Resistant Label X • 5.5/8' 3 65 Slatestone �� ,., , .,; r , , :4461.1.4i ASTM Spec. 39 -3/8' Timber Blend • ; ?,1 . •,k: ?:•; ,c• D - 3 018 Type 1 Weathered Wood (T) , :.c"' °.a: , , . Star White Tan Shadow (R) ' Colors shown in this brochure are not exact reproductions. R = Available from Final selection should be made from actual shingle samples. Richmond Plant only. T = Available from Tacoma Plant only, I\00FINCG 1 I\ ()DU CI FOR ALI. SFASOONS .- . •,•:., ,,,-,,,-....,,• . '• - , • )) '.. • !::. ' - ' • --iit‘`':' gl : ,„,..,.- -. • •• .. 4 ... .,.... ...::.c..11 : 1 . • ,• c,. ... 4 1 1 0 4 - ,c4i •:••• . 4 - ", IA, . 1 ■ .3.10- ._ rl 4 , -".-•.... . • . '• • '1'4, ...;....,:. . . ..,....:., , jc pi— . • ...,, .„...• . . ,• .. . . _____,....•,.,. ,.. • . .... ,..„. , , , ‘,..1,...„. • ... • „ .. . P ' ..'9 • .. ; - . ..• $. • • . ' _ :,, .41 ' •. , , ' ..$•'...,--..!‘ '? " ' ' ''' . . . . ' . . . . .■ , • '' ---• . ....... ' . .., .I . . . . . • • ..• .--. ' 7.-....,. . 1 • ' .. '..' . . .. . 1 . .' . .. . . . . • . . . „ „ .. . . . . . . GG 20 Wulnrit Brown _ . ( F . 0 . . . WE COVER THE WEST ` ,;. :"t "hi 7` ;v i, t � ,,,, , ,, . Y�; ,, :n ,.., i 3, 0.. PA L)--4.,„,:- 1 1 - ' , Q " ° +I ,? 6r 'I''), 4' � ,, ' � t PABCO Roofing Products covers f h .1' # y r1, V 1 r, * }/ .+ J i,',4d . g j �7 I ,i r .` ar : iv F '..-' e^ > r i . . � t � , „ � 0 , , ,, „ I N . , , ,.. ., , } ., ^� 1:0x.+ 4 ( .r„T.� t • , r : { ' ; 1 + ,1 f 4 , , , c L ' ;, s '' , r ,1's•., the West with plants in California ", Q44,- t n; e 4r '' <,4.a,+1a " ,[" -ill CP A-,• rr j 11 , ` 4 :V . , -�� and Washington serving the + � Y �: . , i i ' t t �+ till `.l 4+4i, i 1 ,, '"� , f . P , , .. 7 k' " t'' 1' , 1.e r,,,+4 R f ' { t5S' S f � Western United States, Western , y 'i:. < EA c ,roc ;b .S =4:',A 4 ` 14 . IN . t � } .. k , �/ , ., A ,- 2 Ac � r . r ,'� ,, � Canada, Alaska, Hawaii and the J • xJ, x r'L> s - 4 4 L • • },+y Yr �i rb '�4. d 4Va F.7Z : t e . 4 1v ' , , Pacific Rim. Through a network �' ,. ..1ir(4 ) t( .4, „ , (S E ,9 � ` . ,,dv 9 ' � 1r' ' t ,c , ,,, , , 3 z + 0 , f , of indepenn f A yont � n 'y t r 3'r . r �, w r f 1 r� i, ar 7, 1 uni uel ualified to satisfy G v, i F S ' ,*,'. a i.J r '� ,,F , uniquely qualified '7 ,<) t+',, i, ,,�r ` t y i tat a`X1 �'t , g j ° '. r 4Y , z.: . r 31; t i+ i i t 1 , i ,-,- 1 t ; �' residential building needs in a f , ' { K �ti 4: 7 t w ` ' '" {' * Ti 1 y r *'� ,* timely and efficient manner. ji ' ` , ' ; u r l � a s� � t kr ( ` ' t �tFZ WHEN IT COMES TO ROOFING „ , 11.',411.-..• "— ' w � +' +` 'v f` ' 'r � K — WE COVER THE WEST! � f t y v j i t ,,t , F4,44 , = ,- ,, - ,7, . 3 1, 7 ,', '19 Y11 Y.s t." ]1 f . 1, k c S 4o a l p i , �'X...� L t t i q f 6 „� l S �) y 4 2 A AC S G ° I +4. 1 , '1 ' x. a L � 1 , 5 r y „. i � 9 4 A ( t rs Ff , .t ,zt < , , r4 - ` V iti . 11„ 11,.�1.,,• t is ti .r + 1$d� t . r , a r t .+, + y 4 .h 1 'S E-...!.: Y 1 y �Y ( k t •F u +LS \ � � 3,t I 1% 'a+ ' r / . a y J j ` v G` y x f 'l � y s ¢ f''!'� n y . . ,, 'f y ' i y ,^.” , l { i i ,,,'1 i", c y . dpi 1 x fi [y "L' !( < t „i., 4, eit A °- f - ' TM . air :,)\.:.., pt t h r "� , , ■ t 4 ' f t - � 1• `' C"..."''''''1',1 r ''' Ev.} i' a � 4 ., s A p .' 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Surfoad µBoot B Sroet { 1 PADCO:. ) PADCO v 1 PADCO .- - , • ".. -_ :.. ..kr ( 1 P � r ' ` PAD PREMIEI! 4 „ v; " ^ () PAD P HIP,G N It ri14 • 3 lrAn 1K G Tr25'' b , 'i , Q P ip S PABCO® Roofing Products 1111.1•© A division of Pacific Coast Building Products Northwest • 1718 Thorne Road • Tacoma, WA 98421 -3207 • (206) 272 -0374 Southwest • 1014 Chesley Ave. • Richmond, CA 94801 -2140 • (510) 234 -2130 yon ,t•'' ...,, , . . . .. ., . 4, t'•_ 01. . „.:._, .,„ ... . , ,. ..„. . ,..,.. • . .. r .,,,,.. •. ,, ilog. . .. . ..,„ 2 5 ,l•Hti• _ _ • GT -25 • • ...1 • . ' ."1: 7,1 + 1141- _ bp i. .. "•'•, f' Aj� '. .4,,,a,,, , e..- 1 .. .�'` • ∎ . •'' ', � 1 *�� '4 : : ; i : l -i.' •:d •' } ' ' 1 .. •" 1 F . ' ii, • . e i - b� ''!". : 1 • • • t- 44 a NW YIr : , -.. •-r.. fir • '.} H Cw ) ; . +�.' ":0, 4.,,,„s, '�. , ', i',•. xu q� - . . ytA. {{,.� ''•`.. ter $ C � +, r r ' • i . - '.:•1'11 ,..` j♦�' .'r.`•. ,. („ , w • I. 9i . • +Jltfl ��yy��yp ,. t,� t s ,�'' T 1 7� tt :. 1 ! • M �11W 4iVtl IIIMI t II IN1001W •, ' i• r •"1 t':. V.: � ' M �iff_iANI11 YO \ ' 0�..,� :..,iv : .. `),� • "` '+ .a i t . 4 s. ., - • 4IihVldI IID1d8I1BM `1YYIli1. ,. i . t an :"•. litilhiSIMUMUM 1IOMMM➢6 � Is • k 1 : 1 t . 1�3Iliallfidiil l �y 1► MOMS_ " ""'^"'"'' • � II�6 1illiiYMl1 � . ______I ma .. -. or _ .. . GT - 25 t Bothered Sho e ,.. f;, � • ,r z l .. .!, L, i t It I•. + ' !e ♦ + `iii • L • - • 1- ~ ;p'' 0 . r 4 +i'',, • fi • fi 1 i GT - 25 Bronzed Drown GT - 25 Bronzed Brown v • 4 � • • • CTU R I 'RC )1)UCT; • 1111P1 J lI • • ' .35 i r. •.sLCS +.v. r ` ...•.K;htYW1I....�i... ) M.- , ' 1 I • PABCO roofing products are the right choice for all- season protection in any climate — from dry, hot and windy weather with high fire risk in summer and fall to cold, wet and windy weather dominated by stormy, freezing springs and winters. PABCO Roofing Products has the right roofing product selection for you and your home's safety, comfort and style. All PABCO roofing shingle products meet or exceed the requirements of the A.S.T.M. 03018 Type 1 and are U/L Class 'A' fire rated and wind resistant. These shingles are also available with the 3M'"" Algae BlockTM Copper Roofing Granule System upon special order. PABCO Premier* Laminated Shingles The premier shingle in durability, Class 'A' fire -rated protection and classic beauty in contemporary colors and texture. This roofing shingle for all seasons fits into any upscale or modest neighborhood. The affordable top of the line, Premier Laminated Shingles feature a limited warranty of up to 40 years. PABCO'' HM - 30° Extra protection, durability and a distinctive multi - dimensional look. These lami- nated shingles come in warm, nature - enhancing colors. HM - 30 shingles take the punishment of any season and come through with the look of quality year after year. The finest, natural - looking replacement available for wood shakes. Class 'A' fire rated with a 30 -year limited warranty. PABCO HO - 25° Protection and beauty beyond the ordinary with the safety of a Class 'A' fire rating. Uniquely blended colors and exclusive embossed, highlighted pads that create a thicker shingle, compliment any architectural style. Features a 25- year limited warranty. PABCO° GT - 25° Extra durability and a wood grain texture. The ideal enhancement to any home. Popular colors and style fit perfectly in any community, from city to country. A natural - looking replacement for wood shakes. Class 'A' fire -rated with a 25 -year limited warranty. PABCO° SG - 25 °G GG - 20° The most economical Class 'A' fire -rated roofing shingles. Ensure your family's safety and your home's beauty through all seasons, year after year. These out- standing roofing products carry a limited warranty of 25 years or 20 years. PABCO* Accessory Products PABCO manufactures a full line of prepared roofing products including mineral surfaced rolled roofing, asphalt saturated felts, and accessory hip and ridge. We also provide Fulgurit® fiber - cement roofing materials. , PREMIER" . ,` • t. - w p _ .. - { ..• . , ,. I , . . '4,_ r ;� t , , 1 , .. i • d., Deputy PABCO Premier shingles have a special laminated overlay and muted shadow lines that give this shingle depth and extraordinary beauty. Durability As with all PABCO products, Premier laminated shingles feature a durable, fiber- glass mat base; weatherproof asphalt coating; and embedded ceramic- coated granules that resist weathering and moisture absorption. Plus, a self - sealing strip provides additional shingle protection and durability. For new construction or re- roofing, PABCO Premier laminated shingles provide the top - of- the - line, premier choice for all your needs! Protection PABCO Premier laminated shingles provide the highest level of strength, durabil- ity and protection with a Class 'A' fire rating and a transferable, pro -rated warranty for 25, 30 and 40 years. , r i - - - ---= J -.- \- --,::,., -,,,: i.;':u • Laminated overlay Self- sealing adhesive strip , i Self- aligning tabs allow easier installation ?` ;' Embedded ceramic - coated granules .Y �. ; ; ? f.. 55% more weatherproofing asphalt than c onventional organic shingles provides longer roof life Strong, fiber -glass mat base ensures Class 'N tire - resistance rating — the highest attainable from Underwriters Laboratories, Inc. Prem er ' r ' oo • f�.• ',.f K , y; E'.. �. . {. .. ,,r F r, w: }„' •}. ,7i e ar. �Y'.ti'tl ' % ..e - ', ' 4 . : - 'Y, G +1c iy- .N ' , .I . 1. " } . .: "Z. •, - 4 .•(.'i: : �!,- • :;t'` . ri.i '0 .:• „ :!.,: , , r ' ` j i t •: 01. eftwo ID 1 ,......q 4., ikti;,... jr, 7.,.. .... , , ,,,: .-- . , ,,,,,, 1: ;‘,14 „ , .,„ ..,'.! ''. ',• j b . r t .71F• ` ' 4 1. r, . \.) M ` :1' : ^'N; . ,. fir ,. t, : r ,.may "-t i, .ti �•: ,� � IIIW T { .. 11:/: y " • '!';.r„,".. n iec,. ,e • IIIIIICI 14` ...i....:,,,,:'.. ,,, -- MODIFIED B UMEN RO ' 4 ;:.:1;:.: • ..• it., ..,..:3;,:4.,.\,A,' . ..;f..,,,,5.:).•.•:. ,i• ..c, i • r. • J:,, r nl. /.,,, • ,,,',-,,,4''7,:!:;:::',"g,4, ;4 " rY 4oyN c P `, .. `}y 0 `� —:' ''''' 4 ' , ,itil 14 . 4.'1;ti,,, _ t , These are the only tools & equip- The surface to be roofed is pre- The material is rerolled back to ment needed to apply a Dibiten pared in accordance with good center (16 feet). The entire coiled modified bitumen roofing system. roofing practice. The material is portion of the roll is heated with rolled out to full length, and the 4" the torch to obtain full adhesion side laps are aligned using the as shown. printed lines on the material. Pre- cuts are made to accommodate protrusions. 0 PRODUCT DESCRIPTION PRODUCT ADVANTAGES Dibiten is a plasticized bituminous • Approved by the major testing • 50% elongation capabilities, roofing membrane consisting of a • agencies. allowing for expansion and compound of distilled asphalt • Dibiten membrane is U.L. listed contraction. mixed with polypropylene and Class A (selected specifications). • No expensive equipment various petrochemicals. "Modify- • Approved by Factory Mutual. needed. ing" the asphalt in this way im- • Listed as #8263 by Southern • Clean, labor saving, cost parts flexibility to the compound. Building Code Congress Interna- effective. The compound is bonded around tional & #4392 by ICBO. • Bonds firmly to surfaces. a polyester core. The distinctive • Approved by Dade County • Ballast is not required. characteristics of the polyester (Florida) for wind uplift. • Dibiten membrane can be in- core material include high tensile • Approved by UEAtc (Union Euro- stalled over existing roofs, pro - strength coupled with elongation peenne pour l'Agrement Technique vided the surface is clean, dry, capability, outstanding tear dans la Construction). • smooth, and free of debris or strength and toughness, high ballast. • bulk and porosity, and excellent dimensional stability. �,,,..r 4.;1 u ICBO ' U ` � Factor _ 4:..,, • i.i��i/�� Report e4392 � � �,� � � I�III + � NIO r • al Used with confidence worldwld• }: ... . . '' Hoechst ® O -.1%),„ ; J I.0 I. H. ` `� 1 � �r , ' �j m ) g S: i,: N. K ee st.:001 yt s ad , , ta 4 � rt�i v , r.' AL tlt r 0 The installation is continued as To seal the laps, the torch is Dibiten Poly /4 is applied to verti- shown, maintaining sidelaps of 4" passed along each side and end cal surfaces, and is used for all and endlaps of 6," with no laps lap and the softened bitumen is flashing details. against the flow of water. spread evenly, using a rounded point trowel to assure a smooth, tight waterproof seal. PRODUCT INFORMATION Product Name: Dibiten Poly /4 Product Type: APP Modified Bitumen Application Method: Torch Applied Thickness: 4mm (approx.) Weight: 88 lbs. per roll (approx.) Product Name: Dibiten Poly /4.5 Granular olbltenPoly/4.5 Product Type APP Modified Bitumen Thickness: 4.5mm (approx.) Surface: Slate Flakes (Embedded) Color: Variety of colors available Weight: 99 lbs. per roll (approx.) SPECIFICATIONS ALL ROLLS Length 10m (approx. 33') Width lm ( approx, 39 ") Coverage (approx. 95 sq. ft.) DlbitenPoly /4 ' Forth Monnwuth, NJ • RE( ;I()NA1.TRANSIT TERRA AQUA Sacrumenlo, ('A • Reno, NV SOUTH LAKE •1•AHOE DIXON • l'ANNERY ll'l'11,1•'Y DIS'I'RI(" i' ft em*N Eqs — O e f z WINGS 51 TI-1R1.1 53 13Y Pacific TECHNOLOGIES, INC. REPAIRS for: OL CARA APT." Engineering ,ae ao 28b 00 5D9 ty FOR ALL DETAILS, NOTES T SHOWN ON T1•415 DRAWING. Technologies .ae NMr- OL CARA APARTMENTS • SUPPLEMENTAL DETAIL com ey , 1300 0.,.r how Norio, - Sub 100 s.om.. Washington 96109-3542 M. 5G1 -IAFER w�mb/11/96 roc al ,1 Td.pl,c s [206 361 -7500 Folin r 206] 261 -4611 [800] 621 -7300 16d FACE 7-- PANEL EDGE NAILING , T NAILS I - L-- at 4" O.C. 0 0 16d COMMON f1' NAILS (.40 _/ 0 TOTAL) ■ A A PRE -DRILL STUDS I EXISTING DBL IP H GA. OR W/ 1/13"+ W "♦ 0LE5 STUD I/5" �; ' 1 - i/8 o P -DRILL STRAP at EACH NAIL �a ` D o V► \► . ,. �� // W/ 3/16" 0 HOLES ` � IE 3/8x3x3 1/2 o o I- O i+1 H EXISTING PLYWOOD 1• SHEATHING o - � - `t I 3/8_ 3/8' d1 in 1/2 ' il-- STEEL IE _ '� 3 ..j. 0 o I /-- R EXIST'G 2x4 BOT. - SECTION C 1 SCALE• 3 1 0 INSPECTION - _ .0 >< CUt AWAY SILL 1E pp ANCMORIN�IbTALLATION AND PLYWOOD N P , F L OOR 'D REQUIIIED 1 -11211- 1_ 1 1 I �l ,i_ �` A u.. Arc u.'s .� n - - EXIST'G 2x6 SILL }E �,sTA�. p AS �Al.L6� ca '' 4 CITRECEIVED FTtKWILA o SCIj � �' EXISTING 3/4", RAWL HAMMER JUN 2 4 1996 � 'a* g' �p i a i Z CAPSULE ADHESIVE '�`a� r 4 _3 � �� % d ANCI•IOR - W/ PERMIT CENTER ''--------...S1 � i 12" EMBEDMENT „ 100e44,46.11ifi A 15 N t.N SECTION SECTION SCALE: 3" • 1'-0" SCALE: 3" • 1' -0" o(P S avow 19'6, ALL STEEL SHALL BE AS1M A36 - / Or PANT W/ ONE COAT STD. PRIMER AFTER FABRICATION NOTE: REFER TO DRAWINGS SI THRU 53 SY Pacific PACIFIC ENGINEERING TECHNOLOGIES, INC. TITLED "FIRE DAMAGE REPAIRS for: OL CARA APT." Engineering ,roe No 95286.00 sei---809 or DATED DEC. 2S, 1995 FOR ALL DETAILS, NOTES AND !INFORMATION NOT SHOWN ON THIS DRAWING. Technologies ,roe 1MI OL CARA APARTMENTS ® SUPPLEMENTAL DETAIL 1300 Dotter Mau North - Sub 100 Ssolw. Ywlingtau 95104 -3512 Caw. ay M. SCI4AFER nqs 06/11/96 rim N Telephonic [206] 251 -7500 Fati,ic 206) 251 -4611 Es5 Notiorwdc [800) 621 - 8 16d FACE PANEL EDGE NAILING I NAILS - at 4" OTC. Co o — - 16d COMMON �' NAILS (40 TOTAL) _� A A • PRE -DRILL STUDS I EXISTING DEL 811 GA. OR III ' W/ I/8"• HOLES STUD ..t, VD at EACH NAIL 7 4 1 . o o PRE -DRILL STRAP I \tt.' or/ W/ 3/16"0 HOLES — - - 10 le 3/84c3x3 0 0 I. in O N I EX PLYWOOD 1' SHEATHING o _ I 3/8' 3/8• in 7ti STEEL IP I/2 1/2' � 3 � C - F EXIST'G 2x4 SOT. le SECTION C SCALE: 3" • 1' -0" - - .9 /' //< CI,iT AWAY SILL 11? — AND PLYWOOD SI bTALLATION I n I ( I FLOOR As REQ'D tTEXI ST.G R D r- , \ ABC 1 .'s �STAu... p s � 1 r .0 � 2x6 SILL 1e A LL A ( RECEIVED /.� CITY OF TUKWILA �►' S ` " Q,/ j EXISTING j 3/4 "0 RAUJL HAMPER U N 2 1996 � '�� v • CONCRETE i CAPSULE ADHESIVE 4 .: * ; d j D ANCHOR _ W/ PERMIT CENTER � ty �� i • 12" EMBEDMENT `� • s \baiwim. 2.885, SECTION SECTION SCALE: 3" • 1' -0r SCALE: 3" • 1' -0" oafs a me I' & ALL STEEL SHALL SE ASTM A36 ' • PANT W/ ONE COAT STD. PRIMER AFTER F,48RICATION E.11 i/lS2ei/62Qi5D'J (4) ---S rs B15 o Vir Pacific Engineering JOS NO 95286 SOS K Technologies Joe whip OL CARA APARTMENTS NEW 6x10 CONT. COLUMN • SUPPLEMENTAL DETAILS TYPICAL caw. BY: M. SCWAFER a�06/� lnc. wt [War Jw.w. North_- sw Sao Smyth. �pn 21109-3542 T�Iwc [zo6 s1- [000]«,;�+iC raos j ai 1-{611 -0 1I' -1/ I g) .4 * l SW L4 4 "I =age `� * ON PLAN INDICATES LOCATION TO REPLACE EXISTING HOLD DOWN ! DIN 101 _ INDICAATED ON DD NCHOR AS ' LIvING 83 = r— —1 . iL—Z------griD m SW -5 � 5 I. r = - - - M �� . NE 1 ---- 4x12 8T •� R F 63 I 83 ' 3 RECEIVED SIM SIM 83 ` cmr OF TUKWILA 2 1 SDRM i 1501e1 JUN 2 4 1996 - PERMIT CENTER * l . „ * * * 1 y l . SW -4 SW 4 SW - SW -4 6 83 ARTIAL 1ST FLOOR PLAN SIM A. SC�4 4LE: - A., ...4 t • TE: SUBSTITUTE REVISED ANCHORS PER SD9 FOR ALL 1-IDS OR 14010 sa - CHORS SHOWN ON SHEET 51 IN UNITS 101, 102, 103, 104. TE: REFER TO DRAWINGS S1 THRU S3 BY 2eee5 '145144 C 1" , IFIC ENGINEERING TECHNOLOGIES, INC. LED "FIRE DAMAGE REPAIRS for: OL CARA APT." - ►TED DEC. 28, 1995 FOR ALL DETAILS, NOTES D INFORMATION NOT SHOWN ON THIS DRAWING. I DOPES cm Dec OW. I Pacific Engineering JOB No 95286 e sow Technologies ,lam timm. OL CARA APARTMENTS NEW 6x10 CONT. COLUMN ® SUPPLEMENTAL DETAILS TYPICAL comp. am: M. SCHAFER a 0i6/09/9/AK w 1300 DMr Mrs North - Sib 100 Sidle. 111atin0on 96109 -3542 TIpIsro: [206 261 - 7500 (206) 261 -.61, o- -0 . - ' 73p� -E SW -4 * * 51L r4 * * 4 f - • * - .4 * ON PLAN INDICATES LOCATION TO REPLACE EXISTING HOLD DOWN 105 ,42 DIN 1 0, INDICATED W/ 5DD HOR AS ' - — LIvING aW 1 53 i r i SW -5 3W -5 r r -I I - - tit NE 4x12 4 6 5T1►IR 53 83 1 3 E 3 5t 5IM en 1 SIM 53 1 . RECEIVED OF"TM 2 1 SD R BDRI" 1 2 JUN 2 4 1 PEWIT CEN 4/ y _ —,---..Z--Z--,-- . I l -- I- -.- * * * SW -4 SW 4 SW -4 I SW -4 fill 1 6 i 53 -- — T" PARTIAL 1ST FLOOR PLAN SM N . sc$ SCALE: VS' s 1' - 0' !' 4 of �+Z �. NOTE: SUBSTITUTE REVISED ANCHORS PER SOS FOR ALL 14P5 OR HDIO t co 4 ' ANCHORS SHOWN ON SHEET 51 IN UNITS 101, 102, 103, 104. NOTE REFER TO DRAWINGS 51 THRU 53 BY MOM PACFIC ENGINEERING TECHNOLOGIES, INC. s \tftat, 10 TITLED "FIRE DAMAGE REPAIRS for: OL CARA APT." - DATED DEC. 25, 1995 FOR ALL DETAILS, NOTES AND INFORMATION NOT SHOWN ON THIS DRAWING. 1 os Ooc j /1 E / Ig52e61M52etecb • • • r ri∎-• 1r1L h. IVV 11.Cii ... 001. mow. / / � ^ / /j � V TRANSMITTAL Pacific Engineering. Technologies • 41 $* DATE May 1, 1996 1300 DEXTER AVE. N. SUITE 100 Seattle, WA 98109 (206) 281 -7500 FAX (206) 284-4611 TO Cliff Marshall FAX Number: 939 -5655 • Company /Address KenCade Construction Phone 833 -3094 301 Wed Main Number, Auburn, WA 98001 Project Number 95286 Operator: Project Name 01 Cara Apartments Pages Faxed including transmittal 3 We are Sending it Attached ❑ Under Separate Cover ❑ Faxed X ' Quantity Date ' Description 1 5/1/96 Supplemental details SO4 and SD5 • Remarks: These details are provided per the request of Bob, Please inform him that Jan Bredals' meeting at the site will be Tuesday, May 7, 1996 at 9:00 AM. • RECEIVED CITY OF TUKWILA MAY 2 1996 • Mark A. Schaefer, RE, PERMIT CENTER cc: . Worridaduidilial ir.*w.rd10aC.rwS1.rrareVIM Pacific Engineering Joe NO 9528600 marr SD4 or I Technologies Joe Nue: OL CARA APARTMENTS • SUPPLEMENTAL DETAILS 1300 Doter Arc kWh - Suit* 100 Seals, Washington 0109 -1542 ev: M. SCHAFER DAT 05/01/'96 ,.I,x, er T y:Wow 1X61 761x500 Pocs(m11.: (206 662 -2621 Aabomridn 16001 621 - i30D •:r REMOVE AND REPLACE EXIST. FLR SHEATHING CITY OF TtI Al CAREFULLY SAW CUT TO APPROVED DEPTH OF SHEATHING ( N OT PENETRATE MA O JOIST MORE THAN 1/4 ") 2 1996 FLOOR SHEATHING AS ' OfED PANEL EDGE NAILING `' - - ING 10d at 6" O.C. � BUIL DIAI� p lom 1! (2) I6d FACENAIL 110 AT 12 0.C. I 11114 9 ,C EXISTING JSt < 41 J >> Wt1SJy,, TO REMAIN I , n� "_. �V �1 h * T i J n(v' ∎ ) tt INSTALL NEW (21 2x1(0 A--4 �'• •%.f S OR 4x40 LOCKING �� BETWEEN JOISTS, ;r,I� v ;..,1 / o; TYP. AT SAWCUT t �^ \4 2905 tJ ;w EXPIRES 08 AEG 81.4. A l SECTION S SCALE: i I12 11 l'-0" ALTERNATE FOR 6/53 NOTE: REFER TO DRAWINGS S1 THRU $3 BY PACIFIC ENGINEERING TECHNOLOGIES, INC. TITLED "FIRE DAMAGE REPAIRS or OL CARA APT." DATED DEC. 28, I9S5 FOR ALL DETAILS, NOTES AND INFORMATION NOT SHOWN ON THIS DRAWING. CITy MAY p 2 icw I `A 996 PERMIT C E N TER EI11881:0*204/967E40D4 • s ss se • .• • • • • Pacific Engineering Jos No . Z52e4,450 -SHEE1-0.121--0E-1— Technologies J o e NfraiE OL. CARA APARTMENTS 44> SUPPLEMENTAL DETAILS comp. 3 B N. SCHAFER par 05/0)/Skom, By 100 Dotter /ow (201 , Worth - Suite KO Seattle, Washington 911109-3$42 Islepbons: 0 2 i flar oot iat e gitre] 182-2623 CITY OF TUKWILA APPROVED MAY 82 1996 AS &DIEU FLooR E 3 46010 1 44VtS ION FLOOR SI-IE ATN ING PANEL EDGE NAILING Oct at 6" 0.C. I l i r Are (4) 16cI FACE NAILS 1, • PER JOIST SPACE 111* A 91. Ad \ EXISTING JST I NEW GLU-LAM TO REMAIN INSTALL NEW 2x8 • BLOCKING BETWEE1•1 S C JOISTS, TYP. at WAs-4-N4,10 SAWCUT (0 20885 1 9 44 SECTION sio ifirtvel • SCALE: I 1/2" • l'-0" EXPILS OS DEC 1 4 5 ALTERNATE FOR 6/53 NOTE= REFER TO DRAWINGS SI NMI S3 BY PACIFIC ENGINEERING TECHNOLOGIES, INC. TITLED "FIRE DAMAGE REPAIRS for: OL. CARA APT." DATED DEC. 25, 1955 FOR ALL DETAILS, NOTES • AND INFORMATION NOT SHOWN ON 71415 DRAWING. RECEIVED CITY OF TUKWILA MAY 0 2 1996 PERMIT CENTER Et/le0/156204/e6204617b • '.? ' TRANSMITTAL Pac Engineering Technologies 40 Date February 28, 1996 1300 DEXTER AVE. N. SUITE 100 Seattle, WA 98109 (206) 281 -7500 FAX (206) 682 -2623 To Mr. Ken Nelson FAX Number: Company /Address Tukwila Building Department Phone Number. 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit # B95 -0425 Project Number 95286.00 Operator. Project Name 01 Cara Apartments Pages Faxed including transmittal We are Sending it: Attached X Under Separate Cover Faxed Quantity Date Description 1 Set 02/26/96 Supplemental Details - SD1, SD2 & SD3 • Remarks: For your use. f RECEIVED Mark A. Schaefer, P.E. Associate . . . . . . . . . . . . . . . . . . . . . . . . . . . . F E B 2 9 1996 COMMUNITY DEVELOPMENT . .. .. ; Pacific Engineering Joe NO 95286 sr SDI 1 Technologies Joe NAME: OL CARA APARTMENTS ® SUPPLEMENTAL DETAILS oop,ip. ey M. SCHAFER ow 02/16/S6 rt1K. By 1300 Dexter Ave. North — Suite 100 Seattle, Washington 98109 -3542 Telephone: [206) 281 -7500 FacsimOie: [206) 682 -2623 Nationwide: 18001 621 -7300 REMOVE AND REPLACE EXIST. FLR SHEATHING EXIST. FLR SHEATHING TO REMAIN AS REQUIRED r � CAREFULLY SAW CUT TO 1 . DEPTH OF SHEATHING (DO NOT PENETRATE JOIST MORE THAN 1/4 ") FLOOR SHEATHING PANEL EDGE NAILING 10dat6 " 0.G. 11 •— ( EXISTING JST TO REMAIN I INSTALL NEW 3x8 BLOCKING BETWEEN p.. SCjr JOISTS, TYP. at o v WASy SAWCUT f() coo t r x� I 4A 7 O , SECTION S1)1 ONALOG SCALE: I 1/2" • I' -0" EXPIRES 08 DEC 119 . ALTERNATE FOR 6/S3 NOTE: REFER TO DRAWINGS SI TI-IRU 53 BY PACIFIC ENGINEERING TECHNOLOGIES, INC. TITLED "FIRE DAMAGE REPAIRS for: OL CARA APT." DATED DEC. 28, 1995 FOR ALL DETAILS, NOTES AND INFORMATION NOT SHOWN ON THIS DRAWING. RECEIVED FEB 2 9 1996 COMMUNITY Et/1995 /95 2 86 /952 86 6DI DEVELOPMENT • . .. • Pacific Engineering jog No 95286.00 S D2 K I Technologies ,roe Num OL CARA APARTMENTS ® SUPPLEMENTAL DETAILS ph M. SCHAFER DAV 02/26/96 �HK B1. 1300 Dater Ave. North — Suite 100 Seattle, Washington 98109 -3542 Telephone: [206] 281 -7500 Facsimiliie: [206] 682 -2623 Nationwide: [800] 621 -7300 A DECK FRAMING NOT SHOWN FOR CLARITY 5/8 "4x8" GALV. STEEL PIN IN 4 C ►- 4 H PREDRILLED 11/16 "OLE at CENTER OF REMAINING — ►— SECTION OF LOWER POST rf 7Z---- 18 GA. GALV. STEEL STRAP ~— 11 WI (8) I0d NAILS IN EA. PIECE (SIMPSON MSTA2I OR EQUIV.) .e // / / ///////( /( 4XI0 BEAM at U COLUMN SPLICE at DECK, LET INTO - y 1 3RD FL LEVEL PO' 1; / /// /�ai/u// . aQ • � was 40,0tA _ (SIMPSON) LSTA36 OR EQUIV.) .. ../ ` . I INSTALL BETWEEN LAG SCREWS rd'7* p + PF 2 8885 some II-- _ 6x10 POST r ems jONAL (SIMPSON MSTA2I OR EQUIV.) 7 08 DEC 19`� �, '� �'— 5/8 "4 PER 5/53 ‘, SECTION NOTE: REFER TO DRAWINGS SI THRU 53 BY i n „,...—... PACIFIC ENGINEERING TECHNOLOGIES, INC. - TITLED "FIRE DAMAGE REPAIRS for: OL CARA .” �°"' "�� DATED DEC. 25, 1995 FOR ALL DETAILS, NOTES 4 AND INFORMATION NOT 51-1OWN ON THIS DRAWING. FEB 2 9 1996 EI/1995/95 :86/952866D2 COMMUNITY ? DEVELOPMENT Pacific Engineering ,K,o No 95286. _ _ ___ Technologies ,we time OL CARA APARTMENTS ® SUPPLEMENTAL DETAILS 1300 Dexter Avenue North - Suite 100 Seattle, Washington 98109-3542 coup • B y: M. SCHAFER DAIE _02/26/56 d1K. BY Telephone: (206] 281 -7500 Facsimile: 1206] 281 -4611 Nationwide: 1800) 621 -7300 • 2x4 OUTRIGGER 10d at 12" O.C. - i - 2x4 SOFFIT NAILER PLYWOOD 51-IEATHING 4' -0' 2' -0' X - - -- IA _ 2x4 SOFFIT , I NI\ NAILER 2x4 OUTRIGGERS at . I6" O.C. S REQUIRES DOUG FIR No. OR HEM FIR Not OR BETTER 5\ GABLE END TRUSS OR 2x4 FRAMED END WALL PRE- FABRICATED 4x10 BEAM WOOD ROOF TRUSS p,. SC X ti 04 WAS4 /4% 4; S ECTION 51,3 x SCALE: 3/4" ■ 1' -0" � RF eee5� ALTERNATE FOR 2/53 sTe /ONAL G NOTE: REFER TO DRAWINGS 51 THRU 53 BY EXPIRES OSDEC 11? PACIFIC�ENGINEERD TECHNOLOGIES, INC. laEpEIV D TITLED FIRE DAMAGE REPAIRS for: OL CA A . .4_,Z DATED: 28 DEC. 1995 FOR ALL DETAILS, NOTES � A INFO NOT SHOU�J ON THIS D RAW I EB j 9 1996 COMMUNITY - DEVELOPMENT er/1995/952136/952E6503 02/27/96 16:40 '$206 682 2623 PACIFIC ENG TECH " r- ---, — — — Il 001 Post -Ir brand fax transmittal memo 7671 FL*** • FEB 2 cJ96. T° Vii t � R"'" J. QR.edn*r %Q1���d� ��� fpa i.__' phone./ 20 t 1 S W Fax N 4I 31005 'I•,x N 2$ t * `f _ ✓ /'���, j f ENCLOSE EXIST. DECK FOR NEW DINING I LIVING / ROOMS / / ❑ 6040 601 t � T ^ / BALCONY 20.E3 LIVING 1 / A DR 6040 / / / / /// l 201 1 ` 1 _ _ ` NEW CONC. TREAD y(/ 1 STEEL STAIR W/ HANDRAIL L A5 DIN "u e n . LIvINCs % / /// REMOVE 2x4 PARTITION / ve xt KITCHEN AND LIVING �: .. ROM. INSTALL NEW 2x6 • "1,01: ,.1■ j I i ROOM. WALL FOR IIIANC■E HOOD J - I;; EXHAUST DUCT .. ■ / / •I I I ----Ell �Y t � s ■ • _ - DUCT FROM j 1ST PLR TY . © \-EXISTaiGARING DN j I WM-$. / POLE I SHELF - -" I BDRM / WARDROBE I 0 / �w 1 EXTERIOR EXIT 11111110 —L I BALCONY Ir W- / l i 7, I5DRM IMIM BDRM I ill g i UP� WI FRAMIN EXIST. t / / i - 7._ T y, 6030 m 6030 EXTEND HANDRAIL /, 23" BEYOND 1ST RISER / ..c -w — -' G -s. . a v i / B / . ,4 51 / ,. /. ...... ...........„ 4 , / / /// DN • ... 02/27/96 16:41 ,206 682 2623 PACIFIC ENG TECH a002 ` ... I el/ / /iii . f, ENCLOSE EXIST. DECK POR NEW DINING 4 LIVING 6040 6068 S. DR U4 / /// PATIO lee g o UP f , 4068 SG. DR 6040 LIVING VJ U I. 1 / .� Q IL 1 / / / / //( IN 101 I - --- WN �� - I ,45 ii :: 111 1 DIN !! I on H II p L IVING o o I , , 1 BEHOVE 2x4 PARTITION _ i at KITCHEN AND LIVING NINO ' it .IT Il ROOM. INSTALL NEW 2x6 • nip ER.. r WALL FOR RANGE WOOD ' �� ■• ■ /`4 EXHAUST DUCT iOOffq 9PCZA n - - - - I BDRM r Ann WARDROBE ■M■ I- - ti / - - +.4 1 r - -- i ) 3 ; E DR 1 B,51 NOM .10 Pr m UP FRAME -IN EXIST. a WINDOW 1 7 6030 6030 I EXTEND HANDRAIL 123" BEYOND 1ST RISER I - I 5 = A5 • L L .1 • COMPUTATION SHEET Project No: /5264.00 Date: 9�!_�_ 8/94 Sheet: Of: Project Name: OL CARA 4PARTM6NT8 Comp. By: Chk. By: Contents: 57'4 1C,i'7AAL <4LC[!L.4 101US Pacific Engineering Technologies • 820 Minor Avenue North — Suite 200 0 Seattle, Washington 98109-4420 Telephone: 12061682 -1500 0 Facsimile: (2061682.2623 Nationwide: 18001621 -7300 NEW BEAM AND COLUMN AT existing wall revision EXPIRES OS DEC KA TUKWII_A CEN COMPUTATION SHEET Project No: 9 5Z B Dalt!: PirR c14 Sheet: Of: Project Name. a.- C. t\SZ.. Comp. By: D \\4 LStiJ •Contents: Na v.) e,E11\ NA Chk. By: Pacific Engineering • Technologies • 820 Minor Avenue North - Suito 200 0 Seattle, Washington 98109.4420 Telephone: 12061682-1500 0 Facsimile: (2061682-2623 Nationwide: 18001621-7300 new beam floor weight existing balcony floor weight COMPUTATION SHEET l3 Ate-g6 Project No: `!� 2_2 g �, Da M te: Sheet: 2_ Of: Project Name. L C 1 dI Comp. By: D , Contents: W �M Chk. By: Pacific Engineering Technologies 820 Minor Avenue North — Suite 200 0 Seattle, Washington 98109.4420 Telephone: (2061 682-1500 0 Facsimile: [2061 682-2623 Nationwide: (8001621.7300 new beam load to beam stiffened COMPUTATION SHEET Project No: CI 5-2.8 6 13 MPLq Date: Sheet: Project Name: OIL-. C PNI--14r Comp. By: b l*--1 Contents: .1\) v) 3 Of Chk. By: Pacific Engineering Technologies 820 Minor Avenue North — Suite 200 0 Seattle, Washington 98109-4420 Telephone: [2061682.1500 0 Facsimile: [206] 682 -2623 Nationwide: ]800]621.7300 columns new beam STRUCTURAL CALCULATIONS OL CARA APARTMENTS FIRE DAMAGE REPAIR Pacific Engineering Tech 1t a /u,t; ieS 1300 Dexter Ave. North - Suite 100 Seattle, Washington 98109 RECEIVED CITY OF TUKWILA DEC 2 1995 PERMIT CENTER ( COMPUTATION SHEET Project No: Date: 11,1419r Sheet Project Name c L Comp. By: By: Contents: Of Chk. By: Pacific Engineering Technologies 820 Minor Avenue North - Suite 200 0 Seattle, Washington 98109-4420 Telephone: (2061682-1500 0 Facsimile:1206)682-2823 Nationwide: 18001621-7300 gravity loads roof dead floor dead COMPUTATION SHEET Project No: Date: ra e Sheet: Z. Of: Project Name. t Y -- Comp. By: Chk. By: Contents: Pacific Engineering Technologies • 820 Minor Avenue North - Suite 200 0 Seattle, Washington 98109 -4420 Telephone: 12061682.1500 0 Facsimile: (2061682.2623 Nationwide: (6003 621 -7300 gravity framing header at windows span deck beams stair wall load at stair well loads at basement wind loads wall design seismic loads . Pacific Engineering Technologies 01 Cara Apartments Job # 95286 WALL EW1 WALL EW2 WALL EW3 WALL SW5 HD10 SW4 HD10 i • L Page . . . . . * *REVISION SUBMITTAL ** RECEIVED CITY OF TUKWILA MAR 1 9 1996 DATE: !q l✓1.9gCti Iv& PERMIT CENTER PROJECT NAME: a CAM APT. ADDRESS: 35/5 5. J46,774 sT. CONTACT PERSON: JAN P 2eDAL PHONE: 28/- 75 ARCHITECT OR ENGINEER: MCI E /C EA/64NE 7eGHNaL 6/65' PLAN CHECK /PERMIT NUMBER: ,,95 - 0425 TYPE OF REVISION: CoMVE12.T (3) / 0N /7 (S. ekiD) TO 2 /5P2M uWITS como■ voar\ b ot A \C 7 1a PI III nub lr, (iii 1,1 SHEET NUMBER(S): ,4Qb4 At4 "Cloud" or highlight all areas on the plans which have revisions and date the revisions. SUBMITTED TO: kart! NELsoN CITY OF TUKWILA - DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431-3670 (206) 431 -3665 (fax) wed N14 JJ.s • ........�.,........,. } TRANSMITTAL P acific Engineering Technologies 4 40' Date PI MO CIA , 1Tq 1p 1300 DEXTER AVE. N. SUITE 100 Seattle, WA 98109 '' tt t' 1 1 (206) 682 -1500 FAX (206) 682.2623 To MY. 4LM 1`161 FAX Number Company /Address CiAl Of — Tatialiti Phone Number .. Project Number 15286. Operator. Project Name 01 Cava AparliftwAte7 Pages Faxed including transmittal Wo are Sending it: X Attached Under Separate Cover, Faxed Quantity Date Description '.4A4 3J'*'' Remised pIow+s ties covpontliti5 e264 4 G.vuek- va1 Calcula4(ons Remarks: JAI ia,t �• «11L I r ; RECEIVED CITY OF TUKWILA j���� MAR 1 9 1996 cc: Tom' Cti PERMIT CENTER ••••'" ` •••• d' • P " ,Z City o f Tukwila f 3 a {! John W. Rant,; Mayor ' IT ' Fire Department Thomas P. Keefe, Fire Chief 1/25/96 Fire Department Review (510) Control #B95 -0425 01 Cara Apartments - 3515 S 146th St Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be Iodated so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 O J eta l �qs'Z f � ,q ` , �►- \ s City of Tukwila John W. Rants, Mayor ° a�' � k- 4/ ' }o ; N ' k kz ' 2; 1 f Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 2 halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. . 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UBC 1009.6) (UFC 1210.3) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 708.1) Required fire resistive construction, including Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206 575.4439 ... ...: .; . ... ,. ',.. .s.'r: y....: ... ...•. ...... ....•... .,- r. v .:- .- .n »:a ........... ..v.::n.. ve_. >s :'r P'; .r- ......_Y:..2 a ,. .. v ... rr... .rv. .•.m ..v.r ..•.,. n +w... nxu.. w.. ......,._................ ......._.. ._.,,.............__........... 40.1 1 14 . rt e City of Tukwila John W. Rants, Mayor I2 Fire Department Thomas P. Keefe, Fire Chief P f, •808 Page number 3 occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) 5. In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. • This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: File Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) S75.1439, RECEIVED CITY OF TUKWILA FEB 0 8 1996 PERMIT CENTER department of labor and industries kencade construction • A L IER PIPRI1 [ E ter@ ,�t „ , nip 1 ,. ` � 1 . GENERAL NOTES: F ' A ' 7 � 1 411, E l � �� Ic O . � sj 1,' 1w t Th ( F '7 11 1 f i ir . 1. IN AREAS OF THE APARTMENT BUILDING THAT HAVE NOT BEEN PREVIOUSLY ABATED 166.13 !fi''�{/ P f "'11 1 11 � 'p �@ �v \ � z f PRIOR TO GENERAL / S.ELECTIVEDEMOLITION, THE GEN. CONTRACTOR SHALL OBTAIN 91 yT i, . . . . ° . . - . . - . . - . Y 1 ,}� 1 a 7 i ,- 9 I 'f� 1 Mp ` THE PERMISSION OF THE OMER TO DETERMINE WHETHER HAZARDOUS WASTES. OR &N 1 n � R!P !NA ASBESTOS IS M PRESENT DEMOLITION DEBRIS, SHOULD HAZARDOUS MATERIALS OR rn r t i J > ��,ia { S , ASBESTOS BE FOUND IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY 1 rZ ' 5 I 1/r I T I g��1 p�*[A! E 7 °+ 1 f CONTAIN SUCH MATERIAL AND DISPOSE OF OFF -BITE IN AN APPROVED DUMP SITE 1 1 1 I I 1 1 't :i Il �T ; ��' '.�C�F I�1 3 AFTER OBTAINING TH OJ E NER'6 PERMISSION TO DO S.O. '' I I r I, F 1110 4 i,1 I E a L } G d 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, b I 1 -C ,. 4" ' METHODS, TECHNIQUES, SEQUENCES AND FROCEEDUREB IN CONNECTION WITH THE WORC • I h"b4 11 1 I . 1 '� F I IX , , ! t ; 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE - �' . � r v .Tl ` � �� CONDITIONS OF THE JOB BITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ,� J ' � t _ sfdd J7 DURING PERFORMANCE OF THE WORK . THIS REQUIREMENT WILL APPLY ', I ' e F T f 1A(gt- a4 l` \�e lE„ CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. m I , t� y+y • M 4. THE REQUIRED.AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT I4; I ® U rr CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS • J 1 I �hT�tsi} I r �H ,.�� i I/ 0 i NOT INTENDED TO, INCLUDE REVIEW O= THE ADEQUACY OF THE CONTRACTOR'S IIIIIIIIIII 1 I 7 �' id�® M t il SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRICTION SITE. m JI , II IIIII �-�o� =� EB , . l� 2 � �'t 5. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO - ~ PROTECT PUBLIC FROM INJURY DUE TO DEMOLITION WORK . BARRICADES TO REMAIN �, I IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED. VICII V I I -S- Y MAP: Z3 y �5• g 6. PROVIDE BRACING SUPPORT TO PREVENT HOVEMENT OR SETTLEMENT p 111 I ®® gag OF STRUCTURE E TTO REMAIN. . AIN. 6000 . . N .� 0' 1 I 01 1. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION PROPERTY LINE LEGAL DESCRIPTION: OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. TYPICAL S. PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING NW QUARTER SECTION 22, TOWBAIP 23, RANGE 4. EXPOSED DUE TO DEMOLITION AND cONBTRJCTION ACTIVITIES.. LOT 6 AND 1, BLOCK 1 PLATT ADAMS HOME . NORTH 25385 FT OF LOT 6 1, EXISTING CONC�TE WALKWAY I LESS THE NIE N E EAST 9141 FT of THE SOUTH 5 FT OF THE NORTH 253b5 Ft OF,LOT 1 LESS THE THE S. PROTECT FROM DAMAGE, EXISTING WORK THAT I8 TO REMAIN, AND CURB, TYP. NORTH I15 FT OF THE FAST 60 FT O' LOT 1. EXISTING TRASH 10. COORDINATE ALL DEMOLITION ACTIVITIES WITH OMER REPRESENTATIVE. ENCLOSURE • ACCESSOR'S PARCEL No 004000 -0853 • I. PRIOR TO PROCEEDING WITH DEMOLITION, PROPERLY PROTECT ALL UTILITIES • THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. /..A I BUILD INCs DATA: C.) 1 12. INSPECT CONGEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR WATER CONSTRICTION TYPE: V -I H ` R - O DAMAGE OR DRY ROT. DOCUMENT ALL LOCATIONS Of WATER DAMAGE FOR INSPECTION OF ARCHITECT /ENGINEER / ,_ r 4/ J m BUILDING AREA: DURING THE DEMOLITION WORM FIRST THIRD FL OR 65 6590 90 BF 8F O a I3. CONTACT THIS OFFICE AT (206) 682 -1500 IF ANT ADDITIONAL DAMAGE IS. FOUND , ry SECOND FLOOR 6590 8F V O CCUPANCY GRWR RI 4 DIMENSIONS LEAVE SITE BROOM CLEAN AFTER DEMOLITION UIORK 18 COMPLETE. AREA OF LUORK I TOTAL 19110 BF K"1 THIS PERMIT Z 15. DO NOT SCALE DRAWINGS 44 16. VERIFY ALL GRADES, AND EXISTING CONDITIONS AT THE SITE BEFOG EXISTING BUILDING AREA TO BE STRUCTURALLY FIRST FLOOR 824 BF PROCEEDING WITH THE MENSI WORD / RECREATION • REPAIRED: SECOND FLOOR 824 8F BUILDING THIRD FLOOR 1165 SF 11. REPETITIVE FEATURES MAY BE DRAIN R CALLED OUT ONCE, BUT SHALL BE c TOTAL 3416 BF W COMPLETELY PROVIDED AS IF DRAIN IN FULL. [ I0. ALL WOOD PLATES, NAILING STRIPS, AND LEDGERS, IN CONTACT WITH CONCRETE " AND LIGHT WEIGHT CONCRETE TOPPING SLABS SHALL BE PRESSURE PRESERvAtI VE PROJECT NARRATIVE: E ',.4 TREATED. CUT ENDS, ETC. SHALL BE SEALED. THIS PROJECT CONSISTS OF THE EMERGENCY FIRE DAMAGE REPAIRS TO THE OL CARA • 19. ALL VENTILATION OPENINGS SHALL BE SCREENED. r - L J i • APARTMENTS, 3515 SOUTH 146TH 8T. TUKWILIA, WASHINGTON. THE PROJECT SCOPE INCLUDES T1-18 REMOVAL AND REPLACEMENT CF APPROXIMATELY a 6 20. REPLACE ALL DAMAGED OR DISTURBED THERMAL INSULATION IN EXTERIOR WALLS. 2620 OF O° ROOF STRICTURE, ROOF TRUSSES AND ROOF 8HEATHING. THE REPLACEMENT R EXISTING CARPORT (II STALLS) I OF APPROXIMATELY 912 LF OF INTERIOR A EXTERIOR FRAMED WALLS. THE REMOVAL 3 ,.,:ir G 21. ALL WORQMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH I AND REPLACEMENT OF ALUMINUM SIDING, FIRE DAMAGED WINDOWS AND SLIDING GLASS MANUFACTURER'S BPECIFICATIONB, DIRECTION AND RECOMMENDATIONS. BALCONY DOORS. L J THIS PROJECT WILL ALSO CONSIST Or SMOKE CLEANING, PAINTING AND NEW INTERIOR L • 22. REPLACE ALL DAMAGED DOOR HARDWARE WITH NEW DOOR HARDWARE TO MATCH • 4N4HE1. PARIIMEINT UNITS 101 THROUGH 103, 102 THROUGH 302 AND 103 THROUGH 303 WERE EXISTING. UNDAMAGED BY THE FIRE AND WILL HAVE THE INTERIORS CLEANED. 23. GENERAL CONTRACTOR SHALL GUARENIEE ALL MATERIALS AND WORKMANSHIP FOR EXI C A PAVING AND STALL 1 � - STRUCTURAL REPAIRS WILL BE MADE TO APARTMENT UNITE 10'1 THROUGH 301 AND UNIT 111- 5 4 PERIOD OF ONE YEAR FROM TI-15 DATE OF FINAL ACCEPTANCE BY OWNER L J STRIPING 24. ALL NEW PLUMBING FIXTURES 1 FITTINGS SHALL COMPLY WITH WASHINGTON STATE THE FOLLOWING WOW. 10 INCLUDED IN THE FIRE DAMAGE REPAIR SCOPE. r UNIFORM PLUMBING CODE AMMENDMENT RGU 1971.1'10. 9 100 ( I) INSTALLATION OF ATTIC DRAFT STOP 1 FIRE BLOCKS 85TUNEEN EACH DWELLING ` • 2S NEW PLUMBING FIXTURES MUST MEET WITH STATE WATER CONSERVATION STANDARDS. 2) INSTALLATION OF A NEW CLASS 'B' ROOF. /�-' .K~�' _ii 26. MECHANICAL 1 ELECTRICAL WORK t0 BE FILED UNDER SEPARATE PERMIT. y - 1 3) INSTALLATION OF R30 ATTIC INSULATION. Z 21. ALL CONCRETE TOPPING BLABS ON WOOD DECKING SHALL BE POURED OVER ASPHALT 4) INSTALLATION OF RI3 HIGH DEN81iY'EXTERIOR WALL INSULATION. IL lil IMPREGN46ED BUILDING PAPER 128'80 9) INSTALLATION OF PLYWOOD SHEAR WALLS AND HOEDOWN M0440468. U , � I--' 6) 'INSTALLATION OF DUCTED KITCHEN EXHAUST HOODS /, FANS. >, / ^ Z 0 26. T148 GENERAL CONTRACTOR I8 RESPONSIBLE FOR THE COORDINATION OF !REPAIRS 1) INSTALLATION Of NEW RIDGE (ATTIC) VENTILATION. L1 INDICATED ON THE ARCHITECTURAL AND DTRUCIURAL DRAWINGS. DETAILS AND REPAIR 8) INSTALLATION OF SMOKE DETECTORS CONNECTED TO THE BUILDING Z PROCEEDUREB ARE CR0013 REFERENCED FOR THE FIRE DAMAGE REPAIRS. Q. SOUTH 14STI - STREET _ WIRING. SYSTEM IN UNITS 104-304,105-305,106-306,101-301 AND <, 0 F 108.308. BATTERY POWERED SMOKE DETECTORS TO DE IN874L'LED SMOKE 051601ORS UBC SEC. 310.9 .-1 Z ' IN UNITS 4 101 -301, 10 AND 103-303• DETECTORS M EACH BLEEPING 1 I. SMOKE DETECTORS MAY BE BATTERY OPERATED WHEN INSTALLED IN EXISTING W BUILDINGS. 44684 AN AT A POINT INT C TO EA S LOCATED IN THE CORRIDOR OR L ^ y 2. DETECTORS 8HALL BE INSTALLED IN EACH SLEEPING R0041 AND AT A POINT AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA O • CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARA iii SEPARATE BLEEPING AREA TE PERMIT u M n 3. IN NEW CCN8TRUCTI06 SMOKE DE1ACTORB 814ALL RECEIVE THEIR PRIMARY POWER REQUIRED FOR: lIJ U-. I FROM THE BUILDING WIRING SYSTEM. SITE MECHANICAL SITE PLAN ELECTRICAL N SCALE: 1" • 20' - 0" ® ® PLUMBING V d ®® lii(GAS PIPING <1 di Q CITY OF TUI(WIIA BUILDIN DIVISION Q FILE COPY CITY OF TUKWILA APPROVED U Q 1 l0 F 81995 4 :d t ndU 1rh PI G h k . PUP10 id / E U 4 , d cods ¢ ldged. P.111 :11 C IS;(1^ a - 1 By ¢ i i i , r /i / o W L PECENF0 y m U. L¢ F im .-- - - - - -- CRY OF TUKV/IIA a U- 4- r,l r'0, t DEC 2 9 1995 E5 (15 .4.0. Dilg P CENTER • ALL R•FORhIATION ON THIS S D OCU'RM IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES INC. 8 10 COPYRIGHT 8+88 `^ . E.4905,S286,..40 0240, Job 11n. 9928600 • 1 / i i • - e - i t BALCONY BALCONY j aurae ea urn aum ...:.. - von emw aotm auras ea on 201 202 203 204 205 206 DIN 201 ICI i 20S DIN o Ww N q q fl F J II Ii I ii HJt 11 E33 e I 0 o mH 0 0 Via ii 11 -- - -- �_ - B le} PLR I mm P.M EMMEIM■ NI IM El -� �� 3 m • jii �M r�ia' i s I M . i ono Ca 0 0 0 0 O i■��■■ �_a B `,0 i CO _., __ 111 - -- t 11111 J1 111J11111 — _ _ i CO •� °o ,.., �eeeeeeee� 0, S WROUGHT I ENTRY BRIDGE AND I, e di 0 ,de a 0 WROUGHT IRON GUARDRAILS TO REMAIN W SECOND FLOOR PLAN — 8cALE, Q / / //. gw p -w . ` W m (8) I BDRM UNITS • 19' -10 11 4 • 158' -8" -` , Ill A D r 0 a 0 r 0 ' 0 3mw 0 PATIO sm� 0 ' PATIO PATIO V Z ' - m . °rs � •--- ,.. °¢4'° be. eu me 4 101 102 103 104 105 106 DIN 10 v 10S DN EXIST! DRAW Q Q . A9 BP. AC. 00 n K q IVING qt_ 1 V .. 0 e'o l iin 11 93 N Nj o ° 'O '"e o . 1111 MI 1. FOR a — II I ll 1111 9 0 �' U 11 ID! II B o0 0 ©; ° o o; � ■ IMMO N M M _1- 1!� I if:iir:ti ______ fil 00 "� 00 00 iYi a r v� N 1 l • 11• � - •11• - •11': ii { LEGEND: pPPRO'FD ` Ek18TING FIRE DAMAGED WLL ASSMB 4 W/ BE REMOVED AND REPLAAOED. VERIFY LY - _ - _ W/ STRUCTURAL FOR EXTENT OF FRAMEING F td 8 �C�� f1 .. - T TO BE REPLACED 4- ,�/ amfm veram ar naen EkI800/ 9/8" TYPE 'X' GWB TO REMOVED gli 01NG U' I.S(C) `L , MCEND R0141011L e AND REPLACED. -_. - -- . . -- -. _ __.. EXISTING GU. TO REMAIN CLEAN, DEAL AND e PAINT A9 REQUIRED TO MATCH PRE -FIRE FINISH. REMOVE E DOOR SCHEDULE) DOOR AND FRAME U FIRST FLOOR PLAN I��� dI��IIIIIL 85001 DOOR TO REMAIN GLEAN AND AS REGNIREDTO MATCH PRE-FIRE IRE FINISH. 0 0 REFINISH 'u'{1 SCALE: I/8" I' -0" ® INSTALL NEW SMOKE DETECTORS IN BEDROOMS i T L 1I1 111 1 , •111jIIIII 310.1 NSTALL BATTERY OPERATED AND DE JULEP 0 0 IN BEDROOMS AND HALL (101, 102 D 103 0T ` ) m of Tulcwlu BECEIVFD °' LL e•- A NOTE. INSTALL FIRE STOP SEALANT DEPTH) AT DUCT TO DEC 2 9 1995 FLOOR ASSEMBLY PENETRATION ION ( (UL. FCI009 005 MTL 8 CENTER R D Al UCTS. ei4 04 „„)..5 0888 ALL INFORMATION ON THIS DOCUMENT 1s THE exu.uslvE PROPERTY CV • PACIFIC ENGINEERING TECFt4OLOGIEE6, INC. Qo COPYRIGHT 1906 c,n993 /m1�CARAR6a66A1 00 80. 9578600 A EXISTING DPINOPOUT LOCATION TYP. 1 LOC. / � ; / i / / i // / / /?( // / / / i/ /T1 �- / ,,, Bu1Lr- I ' / / i / //// / / �/ • / / / / ////,'''' . R VAL T . / / ' .4" OVERHANG — FLABHI.3 UU ALIP'lIN /// /• / / J / / / // / / / //i /,//,/, / // / / // / / TYPERIMETER EMULSION COATING \.. � /� / / / / / // / ' / / ��/ / / / / � / / , , � / /�/ w g W ROOF BH NGLEB ' %/ / , z' / i / /, / / -/-//,- /,' / /// / 12 12 R 1 4� .I''4 / j ALT RE MOVE° Y, • A 1 � III ' ovER TM� oNT., EXIeTG ROOF ACCES. Al N I ' I / HATCH e v SMOKE DAMAGE AND MINOR LINE OF EXTERIOR WALLS BELOW STRUCTURAL REPAIRS M. W ROOF PLAN SCALE: I /e " . P•0 ' gw e j (8) 1 BDRM UNITS • 19' -10 "1 • 150' -8" ... / LINE OF ROOF OVERHANG ABOVE / � � __ r 1 1 - -,- -__ -_- , , -_- - , __...- - -,- -- -_. -- , , ;q , BALCONY BALCONY / ¢ee ea Drs bo,o bow boos en Dw babe ea DR T.D. sou ernes m DM z EXISTING FLAT 301 302 303 304 305 306 DIN 30 I A B { $ 1 30e DIN T AL AIN. REMOVE F B RANS AND 8H DAMAGED n MIL 0- N —. N in LIVING LIVING ,N,_ - / /,/ V 0 r° ol :' °�roDQ It [ a e e e,D� e e 'T �� r? o I. 1 1 Ei3 I r _ i i i ,, EE3; r v C / % 11- 1� ■ �� �e 41 #• - _ate �� ' / E �M I �� E!a = 31N 11 == 111 0.,''' N § 0 MI NM RN= MI �� ® e NMI v =MI ® 17 : # J % A F- ft 00 c oo, _ El 0 ... r A _ mm M MINIM t 1• 1 it, 1• • 11 ;: �' � LEGEND: G ° t yPanvEO f (X ,,z M 111. — M. - — —� � , XTENT OF FRAMING F LEGEND: R£TP E m — — fi (L F - - b•sD - - - -- erne• >mm eD�m e3m - . .- - - -- -- Vim T ''' -- �� J i EXISTING 5/8" TYPE 'X' GM i0 REMOVED , I C ,,., _ 1 0 ' W Q L Q e EXISTING GU / AND REPLACED. ?.. 4 .�. GUS TO REMAIN. CLEAN, REAL AND PAINT AS REQUIRED TO MATCH I[.. • PRE-FIRE FINISH . C 1IRC.. / REMOVE AND REPLACE DOOR AND FRAME r 4 / (BEE DOOR SCHEDULE) L U r / / //, J C EXISTING DOOR TO REMAIN. CLEAN AND !l -I THIRD FLOOR PLAN 00,1',.iliothh REFINISH AS 05 IRPRE-FIRE EDTO MATCH PRE-FIRE PINION . 4 t O INSTALL NEW SMOKE DETECTORS IN BEDROOMS SCALE: 1 /e" • I' -0" I II 1 ® AND HALL LEADING TO SAME PER UEC SEC L I II I1 IIIIII 310.9.1. INSTALL. BATTERY OPERATED DETECTORS IN BEDROOMS AND HALL (101, 107 AND 103 STACK a ` u- ,' - A C(TV OF IICMLA INSTALL PIKE STOP SEALANT (3/4" DEPTH) AT DUCT TO FLOOR ASSEMBLY PENETRATION (U FCI009 FOR MTL DEC 2 9 1995 DUCTS. 38551 CEM85 ' 2 L. ! ALL 131E S TATI ON ON THIS DOCAI'ENi N oi_t IB 1NE EXG.U6IVE PRDP£RTY CF PACIFIC ENGMEERMG TECHJOLOGIE6, MC, @ COPYRIGHT 1996 L 0,nsae,OL CAWw.62eb1] . Jab No. 9979600 A • EXISTING ROOF ACCESS HATCH DASHED LINE INDICATES LINE OF 1717 GAR REPLACE VEN T REMOVE AND REPLACE REMOVE AND REPLACE TO REMAIN DAMAGED Ix FASCIA 2x4 SPACED SCREEN AND ROOF PLANE BEYOND TYP 4 THIS ELEV. AND G.I. FLASHING 4x SUPPORTS • --�` \ -ma �� _ ��' �» ,I j i111!� '' ' i. I II j I i II .,. IIII " 4 l:' /.'j. I , j/ �� I r I4 / 11�'l i r .,, 'p,/ _ , ri r ' rs �r :, � REMOVE AND REP .... .. i l 'e° ° Dill ) IIWW 1 4 jI 0 4 4444 4 illl�i ■II'l „ �41DI NIaIG!il Iy�.l: I•i l I� %'�j I_II Wr -6 Ill i% Ii% '% Ii %, _ �' ,i : ! d l I i��lt , ',..I�■ Eli ' . �� . �i� ,I' / II I!./ / .��i . :i�/ i�/ ___ x3 FRAMED R5. REMAINDER D REINSTALLED 4 I N TO BE REMOVED • / (REPAIR AS REO U �q( W VIII, III (IIII . 10 M O REMOVE AND REPLACE ALL F'RE ly' i i. �.I y ..Ili - Ili I - _� „'i r _ __ FINISHED ALUMINUM BEVEL BIDING llll *l ■III II I 'U.F I 1 11I I ■I■ � TI ! I I'i �I■ �! i / II�� �� . 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INSTALL NEW 43" ` w 21 \���A M A Z� A a ms te S \ \�� :k ZA ��.�AAZ.�����• ����� ':.`2.` WROUGHT IRON GUARDRAILS W/ EXISTING GUARDRAIL ♦ p WOOD TOP RAIL, COMPLYING b TO REMAIN. DETACH r %� � %% O� � / � �� /_ — Li = r� �/ � ! / / ' �. \/ III \/ Nit �. I /�` � / � � / i o % /. /� X m umnnmunn , iiiiiiiiii lliilil!I1111111116�� `r r r % _ "% '1111r ii 1 , , I = % = j / % _ = SCI■ \/ to REMOVE AND REPLACE 6x FULL HT WOOD COLUMNS. ' BEE 8TRJCT. FOR ADD'L INFO. ` . EAST ELEVATION Ul ) w • IL 0 W Ill NEW ROOF -OVER STYLE o X CONT. RIDGE VENT 3 TAB ASPHALT SHINGLE u ill CLASS 'B' ROCF COVERING - MEMBRANE 1 ______ = EXISTING FLAT ROOF BETWEENr ' BUILDINGS TO REMAI R OI p O Box■x • �� // ii//////////////////// / / / / / / / / / / / /i / / / / /ii / / / / / / /i / i /s / /i ■ . AND REPLACE BUR P F P O , F. - Q EXISTING WROUGHT AND FLASHING P111CONCRETE ENTRY IRON GUARDRAIL REMOVE AND RE N8T4LL F D B \ BRIDGE TYP. AT ENTRY BRIDGE CLEAN AND SEAL TO REMAIN TTP. IIIIII Q:JII L';G r,P115;0 C •IS EXISTING ROCKERY / • •• I • L U = • —. i� TO REMAIN 1 O 3 NORTH ELEVATION S OUTH ELEVATION NE CENEU o all 4- CTY E C IVES LA SCALE: I/O " • 1' - , PE S CAL E: I/O . 1' -m" DEC 2 9 1SS5 43 r AMT CENTER ALL EORManaN oN THIS DCCIA4M goci5......0Lias PACIFIC ENGINEERING r 199S �1E81NG . c,nsv: retu.Paseau to : Job No. 957B600 A • CLASS B 3-TAB ASPHALT SHINGLE • ROOF COVER OVER 15 LB VAPOR GALY. BHT MTL EAYE BARRIER AND 5/8" PLYWOOD SHEATH. FLASHING 1 1 I I\ 1_1 -1 1 1 1 1 1 1 1 1 1 1 1 5 1 REMOVE AND REPLACE Ix 1'1 1 — 1 FASCIA BOARD AS REO'D NEW 3" WIDE CONT. SCREEN VENT 1x6 'V' GROOVE TIG SOFFIT OVER 5 /a" III ` 'II '; r 1! }r )( 1 i( 1(.'11 ( 1 1(1 1 1''r ()I ��)! ( f i ( r 1 GYP - BREATHING — 2xFRN9EDTPol EBet24 0.C. 11t X 14 U,» 1 ��' 1 I �Il�( 1 r1 � i'jl l I �� ��I I �' »1,1 1 1 w 1 1 (J1 y Qm o W/ R38 BATT INSULATION VIII - .___ �iC f,i 1.Q I I I 1 I 1 —1 s� - 2 LAYERS 5/5" TYPE 'X' WE - -- - -- - -- Jp L9,0. 1 - - bx CONTINUOUS COLUMN 2 X (BEE STRUCTURAL FOR 5 � REPAIR/ REPLACEMENT) III — lig I i/2" LT. WT. CONCRETE OVER LL VAPOR BARRIER, CO 2 10 FLR J � OD �� OL W/ y q UNPAGED BATT PLFW ACED) FOR Ul. 0 A No. BE 514 ___ .___ _ _ X 01 SIDING OVER INSUL. UA BEVEL I I BED ROOM Y REPL5N U 1 j� • wW , � SIDING OVER INBUL. BACKING VAPOR BARRIER B /8" TYPE 'X' GYP- SHEATHING T W Lry L I V ING AREA "3 PLYWOOD SHEATHING, I �' 2.4 STUDS et 16" O.c. W/ RI3 GATT INSULATION BET ' 1 •"' °, °` BETWEEN ' I I I ____ I ___ IIl i i i r .n r. / 1 I ; . 1 r -� ? l — . _ _ - ._.___. �_ — ■— - � __ .._ 111/11111 1 l P'_r'I'• 1 I POrltl1111➢YPIA t X41 II 1 0 MI I rrWM 1 5151 I'. 1111 r II III “N pi dr 0 I ri ',.III-. mo 11 ■∎, 11tl um! rlir "fr I r II 13' -� ALONG ELEVATION 0.1 I I I 5/8 TYPE 'X' GYPSUM WALLBOARD ' f i ll — - _ 4x BEAM, LET INTO COLUMN iml I OVER RC -I CHANNELS at 24' OL. ' I � B" NOMINAL PREFINISHED ALUMINUM BIDING TYPICAL AT WING WALLS BETWEEN 2x4 STUDS t 16" D.C. W/ UNITS 6. 9 /8" TYPE 'X' GWB EA. SIDE .. . .. ... . ......... ... - TYPICAL �� — 5/5" TYPE 'X' GW9 OVER — GUARDRAIL W/ Zx WOOD • _.- .. _. .42" HIGH WROUGHT IRON o , 1 CONT. VAPOR BARRIER — y $ .1 _..I, RAIL CAP a L' E _. 3" NOM. CONCRETE DECK tir _< REINFORCED GONG. - _.__ - - SUPPORT FOR GUARDRAIL ENRtT BRIDGE BEYON�, -. -- REPAIR EDGE WHERE VERf. \ \ \ \ \\ BE DROOM LIVING AREA _ �! EL OPE TO DRAIN TO BE D r PLANS �. — . ..,. . Y..ys.. +.... ry FOR DECK REPLACEMENT) __ ,_. A -- I-I-I-I I-I I-1 ! 1 1 1 m la rl m el .I n as rl r I I'2<!2< /2 m( (( noopoo(! 2< 5- 2< 1 1) nn aoi'_ 1"11' 101 I INRI {IL I I 1 10= 1 I r OI ' . — � IIi� 11 3 "0 PRE- FORMED MTL VENT INSTALL NEW 2x SOLID BLOCKING - - lir at EACH END PER !0T SPACE at 10 0.C. MAX SPACING Z BETEN FLR J8T8 —_— ____ — __ __. 5/8" GYP - SHEATHING AT 0 SOFFIT _ EXISTING ROCKERY K I— (NO WORK) al LL 0 u 0 1" NOM. FIARBLE- m __ _ _. __ Z Z LATH AND V.13. m 6 g __._ _ .. _ .__. % — ei 1 1 /8" 2'4•I PLYWOOD 9UBFLOOR CONCRETE BLAB ON GRADE / W 4x FLR BEAMS at SUL O.G. „ . - -- - TO REMAIN, CLEMI AND SEAL F(� RI9 f // / W/ RI9 UNPAGED GATT INSULATION AS REQUIRED i j U3 BETWEEN LIVING AREA y 11 1,^ r ( r 11 1� nnT' ( 1 1 1 1 1 r1 1 (S 1 `A 1 ,`, I('r`-1 0 IV N c= IL F- (K Q INSTALL NEW 6 MIL HLENE S1. "l IL VAPOR BARRIER a9 S REQUIRED 1 p 1' P R 0 1? E Q BUIL CRY OF TUNWILA pING SECTION IAI a U- 0 DECEIVED SCALE: /2" • 1' -0" DEC 2 9 1995 ■ ) PERM' CENTER / \ /I bq 5 a� A INFORMATION ON THIS DOCUMENT N 18 THE EXGLUBIVE PROPERTY OF o PACIFIC ENGINEERING TECN40LOGIE8, INC. r Q COPYRIGHT 1°.96 ,msSiotiC1.4.fe6.44 Jab No. %28600 • I LINE OF DBL TOP PLATE I ■ ROOM FINISH SCHEDULE I EXISTING CEILING FINISH. INSTALL 2 LAYERS BREATHING. FINISH TO O M MATCH TCI-1 J ROOM FLOOR BASE WALLS CEILING REMARKS _ ORIGINAL '. I MAT'L FIN MAT'L FIN MAT'L FIN NAT'L FIN HT TYPICAL APT UNIT ENTRY CPT FAC 2I4 LLD 9•0 GM PT G ABC 7' -9' 3 . PREFINIBHED ALUMINUM SIDING INING CPT FAC 212 WD 92S GWB PT GWB AEC 1 ' -' -- --- - - - - -- / TYPICAL AT STAIR ENCLOSURE DINING CPT FAG 2 WD S29 GLB Pi GWB ABC 1'•9' AND 4z SUPPORTS TO BE /... / KITCHEN VINYL FAG 2D S20 PT GWB PT l'-9' REMOVED 4ND REPLACED, 'A ., W GWB HALL CRT FAG 2� WD 028 GW9 PT RUB ABC T , -9 , FINISH TO MATCH EXISTING _ - -- -- p �+ TO REMAIN UTIL. CLOSET VINYL FAG -- -- GWB PT GM ABC 1 - -- - - -- I I, I $$ I W g BATH VINYL FAC 2'.i RID NS GWB PT GWB PT l'•9' P. LAM. TUB / SHOVER SURROUND 'i i Y 5 '+ Q 7 BEDROOM CPT FAC 2.4 WD 5■9 GWB PT GWB ABC 1' -9' 7 I u 3RD FLR g55 CLOSET VINYL FAC 2s 92 WD 8 GWB PT GWB ABC 1' -9' _- - - -_ -- g ' 4 ' n , I - g $ 3�e _.._. — 3 H * ASC • ACOUSTIC SPRAYED CEILING O NEW 06" HANDRAIL * SRS • • STAIN AND BEAL - - = ' I S ill NOTE, PROVIDE 3" SOUND ATTENUATION INSULATION AT ALL INTERIOR BATHROOM PARTITIONS, TYPICAL, .._..- I I ' O EXTEND HANDRAIL I /t TO GUARDRAIL ... ,(DID HEDULE SUPPORT BEYOND DOOR SC II NP DOOR MARK DOOR FRAME REMARKS �� I I f f 'i l , Q . 0 , WIDTH HEIGHT THICK MAT'L FINISH MAT'L FINISH �I'' O RR /� A 3' -0' b' -B' P. WD PT UJD PT SOLID CORE, 20 MINUTE RATED, ENTRY DR * * - �I I I! I S 1 1. m ,, j j y B 2' -6' 6' -e' 12y' FACT 819 WD PT HOLLOW CORE, BEDROOM DOOR ,� I O = d �/ /�II EXISTING CONCRETE ENTR 1 ' 1 � RE E C 2 6 8 Si' F ACT 918 WD PT HOLLOW CORE, APT. BATH DOOR I � III I BRIDGE TO REMAIN GLEAN ,I Y D (3)3 RILL HT -- pp� VINYL MIL ANOD BT-PASS HALL CLOSET DR AND DEAL AS REQUIRED t j I . 'I 1 I I ' j L. 1 O * d E (3)3 -6' RILL HT -- B p gl p VINYL. MTL ANOD BT-PASS BEDROOM CLOSET DOOR I __. ... _ . _,) I - . 'II "; 2ND FLR F 6' -0' 6' - -- VIN/GL FACT VINYL -- SLIDING PATIO DOOR W/ IIL. SAFETY GLASS _ -- -- -- '- N BI iiPi! — CLAAL AND REFINH . : REMOVE AND REPLACE ' - EXISTING EXPOSED FRAMING I - 5/8" GYP- SHEATHING AT TO REMAIN �. 00FFIT, SEAL CAVITY AND III REMOVE EXISTING WI, STAIR FRAMING PROIR TO INSTALLING 9 o RAILING. INSTALL NEW WROUGHT NEW SOFFIT u5 IRON RAILING W/ 2z3 RAIL CAP )10,, I I C E_ 5/5" TYPE 'X' GTPWUM WALLBOARD 1 EACH BIDE ,' I S � �� REPAIR OR REPLACE 44 I , 1 ,1 R STAGGERED 2x4 STUDS et lb" OZ. STAIR STRINGERS AB REQ'D. �I C I © [EXISTING CONFIGURATION/ j 0 1 L - 3" 501.241, 501.241, ATTENUATION BLANKET TREAD PANG 0L54 AND PAINT STEEL MID GLEAN ''� 11 ` • . • •�� /- �, _ . CONCRETE IPffILL , ���� CONCRETE BLAB ON GRADE _ �� TO REMAIN. CLEAN AND SEAL I llm��il WALL. PARTY AS REQUIRED, N Z 11• Liroll. , I .. ; I ., IT IST FLR •Z CI — ; "im / ��� /�' j:,i i i i � / / � U 1 a / /ms' „ \ � %: � / �� i� i � : V /... :' ��/ . SECTION et PARTY WALL �� � /„ �. • . . : ! �� ' i� / �� ' .., , e 0 w 0 1 4z BEAM AND COLUMN SCALE: I I/2' • 1' -0' I. 0 N • STAIR SECTION B U QC to 50,4LE 1/2” • I' -0" / r1 oriR 233' PAGC E55 DOOR AT / - O LU I , I KRdFT PAPER VA BARRIER ' CLOSING WITH AUTOMATIC LATCH � = �- O V ! 4 " WOOD LIGHT VALANCE N U Q N PLYWOOD FLOOR SHEATHING AMIE DUCT COVER "'— FIRE SAFING INSULATION BETWEEN ` —. HOO UE _ WALL MOUNTED co, JST et PARTY WALL AS REO'D I, "l 9 MEDICINE CABINET/ 1 III CE TILE - MIRROR Q I!-. IR 2z FLOOR J019T8 et I b" OL. W/ P. LAM CIXAJTERTOP BAGCBPLABH y 3" FOUND ATTENUATION INSULATION W/ 4" BACKOPLABH , � SIN SYNTHETIC MARBLE ay BETIIEEN _ _ BREAD BD. T t L _. 1 GOLPITERTOP AND �/ Nill� REFRIG. �- B SYNTHETIC M I 1 �� SPACE .M d _. ..: BUILT - � 6..iLk 91- • F REE - STANDING -4 �� - LIIY'J L 4 -� DISHWASHER ° ` R SPACE = D f i E �• 5/8" 7TPE 'X' GWB at CEILING SPACE - - �I\ a. 01, 3" DEEP RECESS -n - -_— Q J 4 J .0'. 0 I AT SINK lL� 4 SECTION et PARTY WALL SECTION et PARTY WALL KITCHEN CABINET ELEVATIONS BATH ELEV. .. IC. 0 ie SCALE+ 3 /B" I' -0" SCALE, 3/0" • 1' -0" RECEIVED 2 SCALE, 11/2' • I' -0' O SCALE: 1 1/2' • I' -0' cm DP WEbLk (NOTE ALL CABINET DIMENSIONS ARE NOMINAL. FIELD VERIFY PRIOR TO FABRICATION) DEC 2 9 1995 PERMIT CENTER d g, ci 5 .. 0 LI. 5 ALL INFORMATION ON T1416 DOCU ENT IS THE EXCLUSIVE PROPERTY 8 PACIFIC ENGINEERING TEOHNOLOGIEB, INC. t cNa»/oLVF1/11.90ana O 2, RIFT IJBd Job No. 9yJB6,2,0 i 4 r> L... EXIST'G GYP- SHEATHING SHEAR PANEL �I EDGE NAILING NEW PLYWOOD SHEATHING 1 NEW 6x10 CONT. COLUMN EXIBTG 3 x WOOD STUD TYPICAL EXIBT�G CONC. .. -._ _.... - R SLAB ON GRADE EXIBTG FLR SHEATHING i I 4x10 4x10 W , � - E+III -4 _.. 4a/ `-_� • 4 • �_ r. • BALOONY EQUAL h ; _� � HILT /KWIK- BOLT £ 8 2: 4 2 -2x10 2 -2x10 4 - • rc.- ...� - _ 4 • S , 4 -... ... EXIBT'G CONC. FNDN 9 83 � / ICI I , ,02. 1 0,F, rrp. 0 . 05 ' _, X0-1 Dln FAYA L IVING o it 1i y y 6 � 8e ry I I ]L I II. &U•5 8W 5 SW -5 - irrel 5 NEW OR EXIBT'G 3x4 STUDS, ■ F - '�I NEW OR EXIST'G PLYWOOD 1. ° EXIBTY 2x10'e 4 4x12 SHEATHING .- ,. • IS r G 2 �' O 1' k18TG 2x10'e 9tAIR ; • - " __.. J� �I P 1" i r m mti n .�� . S� m ..;'---%---_ _ m r' _ I - ' 30 6 1�MAIN © STRING I � � '�, 81M eIM I ' I 0 I, m m 33 g W - II BD BDRM B of bA T� r n 'ym" : • • . f .�F _ _. 4 x6 r OR EXIBTYa II i - a _._ ' 8W -4 SW -4 c - SW 4 SW 4 �. &U -4 SW 4 8W -4 _T , 4 _ _ NEW PLYWOOD (S 6 I 9 .. - ._. ti.� -- _ _ __. -'�'_" _ v .._� m / . ,-� - - — ><, _ SHEATHING 5/8'0 x 4 1/2" EMBED. L� SIM B HILTI KWIK -OLT OR w V - - - - EXISTING FTG EQUIV. e t 4 0 OL. y _ -. \ _ 1 - -.. _... .. , ..., W 4 1, SECOND FLOOR FRAMING PLAN , I; SCALE/ I/8" • T.O NOTE ■ WALL FRAMING SHOW FOR WALLS BELOW TH18 FLOOR LEVEL. — ° HOLPOILNS INDICATED ARE AT THE BASE CF WALLS BELOW. SECTION 2 . 1 / /1 CN PL 3 /4" P L AN IND IGATE9 NEW I I/2 LT WT. COIJCRETE f / / A SCALE: 3/4" • P -0" ? i ,. V. AND TUOOD FLOOR BHEAtHING g ® AND D REPLACE WOOD STUD BEARING WALL A y ,. ! NEW SHEAR WALL, EXISTING FRAMING t0 REMAIN. t ~e 8 EXISTING STUD TO REMOVE EXISTING GUS �� • REMAIN ON INTERIOR FACE OF N EXISTING MARBLECRETE I WALL. INSTALL NEW PLYWOOD `� TO REMAIN SHEATHING I „ - fp, P. L 7 ''!, I - i : L I i rI?I f'� n ^ L T F EXISTING LATH TO NEW GWB � , i O Ii AMAIN IY m Q I I . ' ' o ! I -. m m ! - /;\ % EXISTING FLR SHEATHING 1 EXISTING 4x6'e at 32" OL.I ��'i EXISTING FNDN ! TTP. 33 pp N ! Fffo ®. BEE STRUCTURAL NOTES m n - M y l FOR BOLT 812E AND z Z O © MY � SPACING EPDXY ANCHORS p 2 2 - m ' m EP� 4x6 .t 32" OG., SHALL $E HILT! ET22 OR 0 X - J EXISTING 4x POSTS TO �i"""'� TO REMAIN lTTP x MAIN TTP. w U- ����� z • SECTION I 3 „ N U SCALE: 3/4” • • 1' -0" $ N Arc N g d J L - �1'p p g f `IE 111 Y td , a Op 1 • FIRST FLOOR FR4MINCz SAN pll' SCALE, I /8" • 1' -0" . - 41111,111111 r 0 A CRV OF SoLA 6 0 r3 1 j/ � P G NEW I I /0" i/G pL1"WOOD f FLOOR BREATHING DEC 2 9 1995 PERMIT CENTER Si A l. 010 q 5 , 0/ 1 a5 ALL INFORMATION ON THI p IS THE EXCLUSIVE ROPE OF PACIFIC INOINEETENG O COPYRIGHT I9960fa1E6, INC. N ii ./1996/59286/9/51•651 ' Job No. _,256.00 • 0 N. % '-9 NEW 6x00 CONT. COLUMN 2 n 5 PLACES 83 .g RU8 ' ' ��L/i� / / / /./ %/ /%J/// / �r ii�i irriVAIriNyrirAr ' :/ � ®i��.►:rir ®rte rrirl wr�ii. - � !� !1 /%%1 _ !__ `_ � AI t r t 5�� arts 5- I ~ 'A I / PLYWOOD -a r -. - I� ' SHEAT HING r � ROOF ' � 'r I � �� � r r ��1�,� ► / NEW 1x415 �I • � � i TRIB71N'G !c EX ROOF - E BT. ROOF EXIST. / '; ' ' / I�'reN ` i TRUSS E MUSSES TRUSSES - i 1 y ' f ,'•R.�.?3 : = . - - ,I� �QQy���y ; TOP CHORD @ q aq� at 14" S � T SS S - - T 14;' E8 OC 1 �I� �I' IT � , - i a L 6 Y E 'q TO REMAIN TO REM TO REMAIN , • , p �� ,..� _ / �1 4/0-Fri I � /_� / 16d NAILS \ tvg k . ga , :, e g® i� ea F; 1 op ' i .� e I � / LL i • ♦♦♦ E � I �. i� I /, _ NEW Ix4xl0'_0'• et EACH TRUSS W/ —� ®/� �-- ! ►♦ F IRE CUT TOP CHORD. FA87EN TO ■ ♦•♦ � '. - /� _ 1 1 , / � /III� / �� ' I AS 18T 80 W/ (8116d NAIL �� I. C/ /�Li / /. IK.� //B./ /1 % /�.9AWm1K � =- WA2r is'a/1 SECTION I G :Fe—.'� a_ i.. ..1 , _.— , 6-4 .1_ A I•,_tVIS I _ �� P 4T ..II V �� +%1� SCALE, 3/4 ", 1,0" Pt}�� REPAIR EXISTING ROC* 0 7 TRUSSES AS REQUIRED 83 I v PER DETAIL 1 11-118 6 81M d WO BAT. __ ry n I. W - ROOF FRAMING PLAN 11 1 • SCALE, V8" • 1'-0" illll,111jIII11 NOTE. U WALL FRAMING 16 FOR WALLS BELOW THIS LEVEL. STANDARD TRUSS lli HOEDOWN INDICATED STRAPS INDICATED ARE AT THE BABE OF THE WALLS BELOW (TYR) • ® REMOVE AND REPLACE WOOD STUD BEARING ALL 2) ALL EXTERIOR WALLS EXCEPT NORTH ELEVATION ARE TO HAVE 3B 4� y " PLYWOOD Oqd' SHEATHING APPLIED OVER EXISTING OR NEW GYP-SHEATHING. SHEAR WALL ' NEW 9NEAR WALL, EXISTING FRAMING TO REMAIN_ NAILING PER 6U -3 SHALL APPLY EVERYLLHERE EXCEPT T WHERE NOTED ON THE ; PLAN (60-4 OR SW -51. o � 1 - ON PLANS INDICATES EXTENT CF NEW 3/8" PLYWOOD G . .y / - • SOFFIT 3) ALL ROOF SHEATHING 70 BE REMOVED AND REPLACED W/ 5/6" PLYWOOD F717 8 ... ON PLAN INDICATES EXTENT OF NEW ROOF SHEATH •p s,p SHEATHING SHEATHING - SEE STRUCTURAL NOTES. ( ,, 1 NEW 6x10 CONT. COLUMN 0 TYPICAL .21 TRUSS AT STAIRWELL �� �y y w Y e0=4 4 4 4 4'6 4 ZlL1 L� " V� rreilfriA ' 0 4. MI INO'firi 1 6 1' , N4, 4/1 ' i IA .._ _ 4 ..' _ J, _i 0 0 O- n „ EXISTYa2x10'. , `... _ EOXIBi G AIN eu 1 II c 1QL] r m - -r- R .a m -$ m r I 811,1-4 6111-4 6W-4 m 4 Ini 6IM A'� Qy • FE'd 8 135 W Q " Ir QJ I 1 LA IRD FLOOR FRA MINCx PLAN 11 0 SCALE: I /8" ., 1'-0" f1/ L • ddii 1141 gECEIVED 8. it O ID ID 1/ / ^ ON PLAN INDICATE6 NEW I I !/" LT. Wf. CONCRTE DEC 2 9 g9 I / / A AND 3/ PLYWOOD FLOO SHEATHING ® REMOVE AND REPLACE WOOD STUD BEARING ALL IEE 62 NEW 8HEAR WALL, EXISTING FRAMING TO REMAN. ®'' ALL INFola7AtoN ON DOCUMENT THE E MATt I ON O N t PROPERTY aR PACIFIC C C T CC OGIEE, MO. 8 IOW E✓A9.mms/R2868] Job Ilo. �ppg,00 I/2" PLYWOOD SHEATHING W/ 8d NAILS et 6" OD. STRUCTURAL NOTES: 9 ALONG ENTIRE TRUSS MEMBER PROVIDE 2'x2' a =Des SHEAR WALL& ACCESS HOLE TO SPACE OVER DECK PLYWOOD SHEATHING THE UNIFORM BUILDING CODE ('UBC•) 1994 EDITION. 0111-1 5/8' GYPSUM WALLBOARD (GOB) ON BOTH SIDES NAILED TO ALL STUDS AND TOP 4'l0' 2' -0' AND BOTTOM PLATES WITH 6d COOLER fI -1 /8'X NO 13 WIRE GAGE W/1/4 DIA HEAD) . 11111W LIVE LOADS NAILS • 1 0.C., BLOCKING NOT REQUIRED. TOP AND BOTTOM WALL PLATES ROOF SNOW LOAD 20 Per SHALL BE CONNECTED TO BLOCKING OR RIM JOISTS WITH 16d NAILS AT 129 0.C. FLOOR LIVE LOAD 40 PBF BOTTOM WALL PLATES SHALL BE BOLTED TO THE CONCIRETE FOUNDATION _1 Sr n1— —_ _ri RESIDENTIAL BALCONIES 60 PSF WALLS WITH B/8' DIA BOLTS • 48 O.C. (II9 ./FT). i LATERAL LOADS. • • WIND Bm MPH, EXPOSURE 'C' SW -2 9/8' GYPSUM WALLBOARD (GOB) ON BOTH SIDES NAILED TO ALL STUDS AND TOP 5 SEISMIC ZONE 3 AND BOTTOM PLATES WITH 6d COOLER (1 -1I 'X NO 13 WIRE GAGE W/ I/4' DIA HEAD) k'F N WALLS S • WITH 4' OL, 5 /B' II A OCKING BOLTS NO • 48 T REQUIROL. (145 •iFT). ED. T AND BOTTOM WALL PLATER ANCHOR TRU88 2x4 OUTRIGGER$ OR at 16" QC. LATERAL FORCES ARE TRANSMITTED BY THE ROC* / FLOOR DIAPHRAGMS TO THE SHALL BE CONNTED TO BLOCKING OR RIM JOISTS WITH I6d NAILS AT 12' 0.C. 1 1 ; OZ. SHEAR WALLS. LOADS: ARE DISTRIBUTED TO THE WALLS BT TRIBUTARY AAA. GABLE END BOTTOM WALL PTE0 SHALL BE BOLTED TO THE CONCRETE FOUNDATION 2 FRAMED END WALL £ S I .I STRJOTIJRAL LI!'RIlR 4 TIMER. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WUPA STANDARD 6W-3 3 /8' PLYWOOD BREATHING APPLIED ON OUTSIDE FACE OF WALL OVER EXISTING 4x10 US BEAM GRADING RULES FOR WESTERN LUMBER USE THE FOLLOWING SPECIES AND MINIMUM G, NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 081 COMMON NEUIPLYUIOOD SHEATHING _FA GRADES UNLESS NOTED OTHERWISE ON THE PLANS: NAILS • 6' OL. TOP AND BOTTOM WALL PLATES SHALL BE CONNECTED TO It BLOCKING OR RIM JOISTS WITH Ibd NAILS AT 6' QC. BOTTOM WALL PLATED EXT. BEARING WALL STUDS REM -FIR - CONST. GRADE Fb•S19 PSI SHALL BE BOLTED TO THE CONCRETE FOUNDATION WALLS WITH 5I8' DIA BOLTS 0 , ' WALL PLATES ■ SCREEDS DEL. - CONST. GRADE Fc•629 P81 • • 40' 00. (260 ./FT). '. W P POSTS AND TIMBERS DEL. - •1 Fc•1000 P81 Y f 1 9 1 4 I y P D 1 : : JOISTS RAFTERS PFL. - M F9•1900 P01 8W -4 3/8' PLYWOOD SHEATHING APPLIED ON OUTSIDE FACE OF WALL OVER EXISTING 8 t L 11� HEADERS 4 FLUSH BEAMS DEL. - •I F6•1500 P01 GM OR ON INSIDE FACE OF WALL DIRECTLY TO STUDS, NAILED TO ALL STUDS BEAMS (4X 1 LARGER) HEM -FIR - q F19•1050 PSI AND TOP AND BOTTOM PLATES WITH ad COMMON NAILS • 3' OL. TOP AND 1! g{' kg,,1 BOTTOM WALL PLATES SHALL BE CONNECTED TO BLOCKING OR RIM JOISTS WITH J' S iiE ALL PLYWOOD. SHALL BE APA RACED SHEATHING (•S,TURD -I- FLOOR.), EXPOSURE I I6d NAILS AT 3 0.C. BOTTOM WALL PLATES SHALL BE BOLTED TO THE SECTION i SECTION I 2 �t I ' FOR WALLS) GRADE WITH A MIN. PANEL I. INDEX 42 20 FOR FLOORS, 32 6 CONCRETE FOUNDATION WALLS, WITH 5/0' DIA BOLTS • 32' OL. (4W 4FT). Ag_ 11/2" CCNC. TOPPING SCALE: 3/4" • I' -0" SCALE: 3/4" • i' - m " FOR ROOF AND 16/0 FOR WALLS. ORIENTED STRAND BOARD IS NOT AN ACCEPTABLE 9 9 SUBSTITUTE FOR PLYWOOD UNLESS, APPROVED BY THE ENGINEER PRIOR TO SW-8 I/2' PLYWOOD SHEATHING APPLIED ON OUTSIDE FACE OF WALL OVER EXISTING 11 Ili 2 I7 CONC. DECK SLAB CONSTRUCTION, GWS OR CN INSIDE FACE OF WALL DIRECTLY TO STUDS, NAILED TO ALL STUDS F Q PLYWOOD SHEATHING _ 1 ON ASPHALT IMPREGNATD BUILDING PAPER AND TOP AND BOTTOM PLATES WITH Imd COMMON NAILS • 2' 0.C. BOTTOM s • PLATE NAILING . ALL LUMBER DESIGNATED CN PLANS OR SECTIONS AS PRESERVATIVE TREATED (P.T.) WALL PLATES SHALL BE BOLTED TO THE CONCRETE FOUNDATION WALLS WITH PLYWOOD SHEATHING— 6x10 COL. SHALL BE PRESSURE TREATED M ACCORDANCE WITH AWPA STANDARD C2 WITH ACZA 5/8' DIA. BOLTS • 24' 0.C. (640 4 /FT). OR CCA TO 025 P$F RETENTION BY ASSAY. PAINT ALL SCARE, CUTS AND DRILL HOLES .=. ■ ..N.IIIIIIIIMIE ir' WITH TWO (2) COATS OF THE SAME TREATMENT CHEMICAL AS THE TREATED MEMBER HOLD DOW ANCHORS: TO CONNECTION SHALL BE SIMPSON STRONG (2) 5/8 "e x 6" L SCREWS _ ' 1 111111111[11-1-1.-11 et CO T ALL HOLD DOWN ANCHORS UHOUN ON PLAN STRONG TIE UNLESS I �II L. NK =CP MUM& . STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. APPROVED 8Y THE STRUCTURAL ` II II (COUNTERSINK SCREW HEADS ROOF TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH CHAPTER DESIGNATION BOLTS/NAILS ANCHOR IN CAPACITY ' �� -I ' TYPICAL) 25 OF THE UBC AND UBC STANDARD 25 - USING DOUGLAS FIR -LARCH OR HEM -FIR M ON PLAN IN WALL STUD FOUNDATION EMBERS. MEMBERS SHALL BE OF THE MNIMUM SIZE BHCUN ON THE PLANS. ALL 14128 3 - l/8' DIA V t� ] Q 9/8 "a THRU BOLTS I C _ TRUSS PLATES SHALL BE UBC APPROVED AND DESIGNED TO TRANSMIT Imo% OF THE 14E210 4 - l /B' DIA 1/0' DIA 6939• fM _• I! et 2' -0" 0.C. (TTPJ MEMBER LOAD DETERMINED S,7 THE 7F8188 ANALYSIS. THE HEEL CONNECTIONS SHALL STIR 14 -I6d NONE 9415• 126m• r L BE DESIGNED CONSIDERING THE EFFECTS OF ECCENTRIC LOADING. TRUSS PLATES M13121 30 -Ibd 1/ DIA NONE 2160• ^ � SHALL BE INSTALLED ONTO CHORD MEMBERS SO THAT A MINIMUM OF 1-1/2 CONTINUOUS MISTY! ' 42 - I6d NONE 3015• 1•IWW1 (C.Z C1) ,g — SIMP'SON JST HANGER 4x10 BEAM CONTACT WIDTH BE PROVIDED FOR 2X4 CHORD MEMBERS, AND 2' CONTACT FOR 2X6 ,_,a0, NEW OR EXIBt'G GYP - SHEATHING CHORD MEMBERS. THE CONTACT AREA OF A PLATE SHALL NOT INCLUDE AREA OF A ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR APPROVED BY WEB OR CHORD MEMBER LOCATED WITHIN I/2 OF THE END OF THAT MEMBER THE THE ENGINEER PRIOR TO CONSTRUCTION. W NEW PLYWOOD SHEATHING FABRICATOR SHALL SUBMIT SHOP DRAWINGS PREPARED BY A STRUCTURAL ENGINEER j REGISTERED IN THE STATE CF WASHINGTON, AND UBC VERIFICATION CF ALLOWABLE 6d COMMON 2'x .113 DIA W/ 11/64 DIA HEAD \A) • STRESSES Of THE TRUSS PLATES TO THE PROJECT ENGINEER AND TUKWILIA BUILDING eel COMMON 2 -1/2'x .131 DIA W/ 9/32 DIA HEAD DEPARTMENT FOR REVIEW PRIOR TO FABRICATION VERIFY ALL TRUSS LENGTHS IN THE 109 COMMON 3'x.148 DIA W/ 9/16 DIA HEAD FIELD PRIOR TO FABRICATION 12d COMMON 3 -I /4'x .146 DIA W/ 5/16 DIA HEAD SECTION 3 SECTION SECTION 8 I681 COMMON 3 -I/2'z .162 PIA W/ 11/32 DIA HEAD . S • SCALE: 3/4" • 1'-0" SCALE 3/4" • I' -0" SCALE: 3/4" • I' -0' MISCELLANEGUSr - o f \ ' o- . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. VERIFY SUBSTITUTION OF BOX OR COOLER NAILS IS NOT ACCEPTABLE -. SIZE AND LOCATION OF ALL OPENINGS IN THE FLOORS, ROOF AND WALLS WITH I '‘ • ARCHITECTURAL DRAWINGS. PROVIDE TEMPORARY BRACING AS REWIRED UNTIL ALL ..11; . PERMANENT CONNECTIONS AND STIFFENING'S HAVE BEEN INSTALLED. 8 WOOD STUDS PLATE NAILING FRAMING NHS ••N•da LT Wt CONCRETE CN ASPHALT IMPREGNATED PLOOR 4 ROOP FRAMING', NIP PAPER TYPICAL PANEL EDGE NAILING • III //� PROVIDE CONTINUOUS 2x SOLID BLOCKING FOR JOISTS AT THE SUPPORTS, AND 1x3 OR FLR SHEATHING 1111 / APPROVED METAL CROSS BRIDGING • MID SPAN. PROVIDE DOUBLE JOISTS UNDER • •JI PARTITIONS EXTENDING MORE THAN HALF OF THE JOIST SPAN. ALL LAMINATED BEAMS _.1 91MF'9ON STRAP TIE �� I :� ANP HEADERS SHALL BE SPIKED TOGETHER WITH Ibd • 12' QC. UNLESS OTHERWISE 'i OR EQUIV.(SEE PLAN - - - I NOTED. PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. ,I FOR SIZE AND 8TRIICT. 111111 � NOTES FOR NAILING) �� W4LLL w ,11 Al I i I i FLOOR J8T 3x4 STUDS • 16' 0.C. AT FIRST FLOOR LEVEL AND 2x4 • 16' 0.C. . AT THE SECOND AND =`I jl�:. THIRD FLOOR UNLESS NOTED OTHERWISE ON THE PLANE ALL DOOR AND WINDOW �.. WALL BELOW NEW PLYWOOD BREATHING �' FLOOR IAPRRAM GE NAILING HEADERS NOT CALLED OUT ON THE PLANS SHALL BE TWO 2x10 WITH ONE CRIPPLE AND 0 PANEL EDGE NAILING ED ONE STUD EACH END FOR OPENINGS 4' -0' WIDE OR LESS, AND TWO CRIPPLES AND ONE z OR NEW PLATE NAILING FOR 1.1k\ 9111D FOR OPENINGS MORE THAN 4' -0' WIDE, ALL COLUMNS NOT GALLED OUT ON THE I PLANE AND SCHEDULE SHALL BE TWO (2) STUDS. ,SPIKE LAMINATED COLUMN GYP- SHEATHING WALL SHEATHING TOGETHER WITH I6d NAILS • 16' OL. PROVIDE ONE LAYER OF 40• ASPHALT Q IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN UNTREATED WOOD I 1.0 EXIS1'G OR NEW STUD AND CONCRETE OR MASONRY- n z SECTION 6 SECTION 7 moo 4 ROOF' DIAPHRAGM. U O SCALE: 3/4" • I' -0" SCALE: 3/4" • I' -0" ROOF 8HEATHING SHALL BE 5/0' PLYWOOD NAILED TO TRUSSES WITH 8 NAILS • 6 0L. t-. 13q 5 alai 0144;3_5 ALONG ALL SUPPORTED PANEL EDGES AND • • 10' 0L. ALONG INTERMEDIATE SUPPORTS. c E U FLO OR SHEATHING SHALL BE 3/4' STURDI -FLOOR AT SECOND AND THIRD FLOOR LEVELS III- - AND 1 STURDI -FLOOR AT THE FIRST FLOOR LEVEL WITH 100 NAILS • 0L. ALONG U 0 A LL SUP PANEL EDGES AND • • 10' 0L. ALONG I SUPPORTS. • i 4 PANEL EDGE NAILING WOOD ENDS N CORNER STUDS 256 NAILER W/ (2) 2z6 OR 3x6 SIMP40N A35 ANCHOR 2 -1/2" CONC. SLAB IJ- I6d et 6" OC. et EACH BLOCK - FLR SHEATHING ( ( f �J j W Q THROUGH BOLTS PER PL OWN STRUCTURAL NOTES AN FOR SIZE) 1 04iir • l � IV�H) ��MOIM is ', 3 j Q - �,�"�,� FLOOR J9T8 1 v ill II .- IIII __ I�� V yy _ 2 LAYERS 5/e" GUM (Z) LID LOCKING _, I 0 T. 3 " WO 0d et 6" 0.C. A9 R HILTI 6'422 EPDXY ANCHOR ALONG PLY ALL OD PANEL W/ 50GE9 � II 1sa'�1 II • I R'EDRILLED HOLE (50E PLYWOOD SHEATHING I I ry L IN P !0 9TR1C1. NOTES FOR SIZE) WALL BREATHING • RECEIVED ' a. 1III O A GWE M CI CITY OF Tuxvnu EXT. STUD DEC 2 9 1 99 5 - G PERMIT CENTER S 3 SECTION a SECTION 9 SECTION i ACTION ii /// . SCALE: 3/4" • 1' -0" SCALE: 3/4" • 1' -0" SCALE: 3/4" • 1' -0" SCALE: 3/4" • I' -0" ALL nsclaMnnoN CN THUS DOCUMENT • 16 THE EXCLUSIVE PROPERTY OR PACIFIC ENGINEERING TECi+1OLOGIEB INC. ©cormiGHT nets . ./199.95.36/9.2.83 Job No. 5820600 1 • GENERAL NOTES: 3 1. IN AREAS OF THE APARTMENT BUILDING THAT NAVE NOT BEEN PREVIOUSLY ABATED 166.13 -q PRIOR TO GENERAL / BELECTIVEDEMOLITION, THE GEN. GONTRgcTOR SHALL OBTAIN 91.4'1 ` -- THE PERMISSION OF THE CWNER TO DETERMINE WHETHER HAZARDOUS WASTES OR • ASBESTOS 19 PRESENT IN DEMOLITION DEBRIS, 9Ha1LD NAZARDCUB MATERIALS OR r 1 IF ASBESTOS BE FOUND IN DEMOLITION DEBRIS, THE GONTR ACTOR SHALL LEGALLY ( CONTAIN SUCH MATERIAL AND DISPOSE OF OFF -SITE IN AN APPROVED DUMP SITE 1 AFTER OBTAINING THE OWNER'S PERMISSION TO DO Q. 0 __.._ __ ..._....._ _ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, 1 METHODS, TECHNIQUES, SEQUENCES AND PROCEEDURES M CONNECTION WITH THE WORK 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, MGLUDING SAFETY CF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK . THIS REQUIREMENT WILL APPLY _ CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. • 4. THE REQUIRED AND /OR IMPLIED DUTY CF THE ENGINEER TO CONDUCT c > CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOER NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRAGTOR'9 III .1 _J r • ETY MEAUS, M ON, OR NEAR THE CTRCTION SIT _ _ __-_. - -- _. - -_.- 1 1IIHIII II �OIIIIII - . _ 11 .. _... _ ... _ i fji gW 4 5. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO • PROTECT PUBLIC FROM INJURY DUE TO DEMOLITION WORK . BARRICADES TO REMAIN , , , , , , , , , , p' g g 8 IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED. ;,,;,,;,;,,;,,,,,,,,;,, VICINITY MAP: ® ® - y 6. PROVIDE BRACING OR SUPPORT 7O FREVENT MOVEMENT OR SETTLEMENT O Q�VQ Q s' �w CONVERT EXIST'G I B. - ® ® �� _ q,f9� OF STRUCTURE TO REMAIN � 60.00 OOOO� UNIT - O 2 EsDRM L • YO' 1 f U T. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FRGM DEMOLITION PROPERTY LINE j I% • --/' LEGAL DESCPTION: M MI OPTIONS FRO BUILDING SITE. TRANSPOT D LALLY DIOSE OFF BTE. TICAL B. PROVIDE PROER WEATHER PROTECTION TO POIIOB OF THE BUILDINNW QIAR115 T S ECT ON 12, TOWNSHP 13Lo, RANGE 4. EXPOSED DUE To DEMOLITIN AND CONSTUCTION AGTIYITIEBL 6 A 1 BLOCK PLATT ADS HOME TACKS. NORTH 1385 F7 OF Lot 6 MID 1 EXISTING CONCR TE WALKWAY I LE88 TE E4T 9141 FT GF THE SOITH 5 FT Gf THE NOTH 2365 FT CF LOT 1 LES THE PROTECT FP I DAMAGE, EXITING WOK THAT IB TO AND CU, TY. RTH FT OF TI4 EAST bm FT OF t EXITING TRASH ,,II 0/ � 10. COOINATE ALL DEMOLITION ACTIVITIES WITH OWNER REPBENTAT. ENCLOURE ACC ESORI S P AC E L 1. NO: OO4 - 0/J� X/3 • 1. PROR TO POCEEDING W P ITH DEMOLITI, PROPERLY ROTECT ALL UTILITIES TAT MGT BE DITUD DUE t0 DMOLITION ACTIVITY. BU I LD ING D 12. INSPECT CONGEALED SPACES UNCAVERED DURING THE DEMOLITION PHASE FOR WATER CONBTRJCTION NO TYPE: V -I HR DAMAGE OR DRY ROT. DOCUMENT ALL LOCATIONS OF WATER DAMAGE FOR M8F'EG710N 1 / . - 'wi O CF ARCNITECi /ENGINEER _ A OCCUPANCY GROUP: RI IT T ' n BUILDING AREA: FIRST FLOOR 6590 5F 4 13. CONTACT THIS OFFICE AT (106)6m-1500 IF ANY ADDITIONAL DAMAGE IS FOND • III SECOND FLOOR 6590 SF CJ DURING THE DEMOLITION UkJRC THIRD FLOOR 6590 SF a 14. LEAVE 917E BROOM GLEAN AFTER DEMOLITION WORK 19 COMPLETE. AREA OF WORK TOTAL I9 SF rl 1 THIS PERMI I�1 B. DO NOT SCALE DRAWINGS ��\ i6. VERIFY ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS AT THE 917E BEFORE p • EXISTING BUILDING AREA To BE 9TRUGTURALLY FIRST FLOOR 824 8F F64 PROCEEDING WITH THE RPAAIR WORK- . 9 R ECREATION PAIRED: SECOND FLOOR 824 5F BUILDING THIRD FLOOR 1768 SF 11. REPETITIVE FEATURES MAT BE DRAWN OR GALLED OUT ONCE, BUT SHALL BE - TOTAL 3416 SF COMPLETELY PROVIDED AS IF DRAWN IN FULL. • , IE. • ALL LIGHT ° PLATES, IGHT NGRETE GG SLABS SHALL BE CONTACT SER ATIYE 1 P ROJECT NARRATIVE: �i TREATED. CUT ENDS, ETC. SHALL BE SEALED. THIS PROJECT CONSISTS of THE EMERGENCY FIRE DAMAGE REPAIRS TO THE OL GARA rc ',T• F 19. ALL J TS, VENTILATION OPENINGS SHALL BE SCREENED. E - - -L -- - -, APARTMEN 3515 SOUTH 146TH T. TUKWILIA, WABHINGTC . 3 • THE PROJECT SCOPE INCLUDES THE REMOVAL AND REPLACEMENT OF APPROXIMATELY W 6 20. REPLACE ALL DAMAGED OR DISTURBED THERMAL INSULATION IN EXTERIOR WALLS. • 1 2690 SF OF ROOF STRUCTURE, ROOF TRUSSES AND ROOF SHEATHING. THE REPLACEMENT ,o • EXISTING CARPORT (II STALLS) OF APPROXIMATELY 511 LF OF INTERIOR D EXTERIOR FRAMED WALLS. THE REMOVAL % 2I. ALL WORCI'IAN9HiP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH I I AND AND REPLACEMENT OF ALLMINUM ` BIDING, FIRE DAMAGED WINDOWS AND SLIDING GLASS !1 MANUFACTURER'S SPECIFICATIONS, DIRECTION AND RECOMMENDATIONS. BALCONY DOORS. L J THIS PROJECT WILL ALSO GON818T OF SMOKE GLEAI1NG, PAINTING AND NEW INTERIOR 21. REPLACE ALL DAMAGED DOOR HARDWARE WITH NEW DOOR HARDWARE i0 MATCH • FINISHES. EX153140. APAkimsNT UNITS 101 THROUGH 103,102 THROUGH 302 AND 103 THROUGH 303 WERE • UNDAMAGED BY THE FIRE AND WILL HAVE THE INTERIORS GLEANED. 23. GENERAL CONTRACTOR SHALL GUARENTEE ALL MATERIALS AND IUORKMANSHIP FOR EXISTING A.G. PAVING AND STALL STRUCTURAL REPAIRS WILL BE MADE TO APARTMENT UNITE 101 THROUGH 301 AID UNIT n A PERIOD cP (FIE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER STRIPING 30H. U -. J Q 14. ALL NEW PLUMBING FIXTURES 0 FITTINGS SHALL COMPLY WITH WASHINGTON STATE V THE FOLLOWING WORK is INCLUDED IN THE FIRE DAMAGE REPAIR BGOPE: UNIFORM PLUMBING LADE AMENDMENT RGW 1971.110. A I� F ID 1) INSTALLATION OF ATTIC DRAFT STOP 1 FIRE BLOCKS BETWEEN EACH DWELLING E 25. NEW PLUMBING FIXTIIRE9 MUST MEET WITH STATE WATER CON ION STANDARDS F �' I- WORK • 2) INSTALLATION OF A NEW cLA88 ROOF. I-- ( 16. MECHANICAL 0 ELECTRICAL ORK TO BE FILED UNDER SEPARATE 444435 PERMIT. 1 - • 4) INSTALLATION OF 44 3 0 H 1316 INSULATION '8 EXTERIOR WALL INSULATION, z Q IL ID ID 21. ALL CONCRETE TOPPING SLABS ON WOOD DECKING SHALL BE POURED OVER ASPHALT 3 IMPREGNATED BUILDING PAPER 9) INSTALLATION OF PLYWOOD SHEAR WALLS AND HOEDOWN ANCHORS. U I 6) INSTALLATION OF DUCTED KITCHEN EXHAUST HOODS/ FAU5. 4 0 28. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE COORDINATION CF REPAIRS 1) INSTALLATION OF NEW RIDGE (ATTIC) VENTILATION. D Z Z INDICATED ON THE ARCHITECTURAL AND DTRUCTUR4L DRAWINGS. DETAILS AND REPAIR ROGEEDURES ARE CR088 REFERENCED FOR THE FIRE DAMAGE REPAIRS INSTALLATION OF SMOKE DETECTORS CONNECTED TO THE BUILDING Z F' _ _ _ SOUTH 146TH STREET _ _ WIRING SYSTEM IN UNITS 104 -304, 105 -305, 106 -306, IOl -39'1 Q -.I SMOKE DETECTORS U80 SEC. 310.9 1 2412 BATTERY POWE�D SMOKE DETECTORS TO BE INSTALLED ED Z Z U 2 SMOKE DETECTORS MAY BE BATTERY OPERATED WHEN INSTALLED IN EXISTING IN 4 UNI79 101 -301, 102-302 AND 103 -303. DETECTORS IN EACH BLEEPING (/TT BUILDINGS. ROOM AN AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR IU- Q 0 2. 253503OR8 SHALL 8E INSTALLED IN EACH SLEEPING ROOM AND AT A POINT AREA GIVING ACCESS TO EACH SEPARATE BLEEPING AREA c O Z CENTRALLY LOCATED M THE CORRIDOR OR AREA 01V1NG ACCESS TO EACH 9) CONVERT EXISTING EDOOM UNIT (108, 208 1 308) TO 2 BEDROOM UNIT. c n- I L 11-1 SEPARATE SLEEPING AREA , +..,��/ U U 3. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING SYSTEM. SITE PLAN ®® SCALE: I" • 20' -0' 1/41 -• d FILE COPY '- NOTE: REFER TO CITY OF TUKWILA PERMIT No. 895 -0425 W Q FOR ADDITIONAL INFORMATION. '�` IIILLLK f • r "'1 • U• 1 ; \ - °'6 CITY <1I a 11.. M5.4.., 01425 MP '.1EIr 1 !;i ILL ER eU1`0\ OPI IEI0r PERMIT cFUTEa X0 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT MS N ' ,rn 9/992.4540404 040) JOb f10. 9S2116ID0 • 1a /////, 6 -- ^ - / „ i i eh ENC.. EXIR PECK i e_..... _ _..I_ _.____ _ -_. —I .- ....__ _..- __ __.. BALCONY 6040 208 WS. r / € --- -- - -- sea DR 60.0 .0w 6060 ea DR en on DIN 201 202 203 204 205 206 DIN 201 0 . r e� p a EE; enR. o 11 : 11 ii iii mu LIVING r,.. biliFt MINIIM ij LIVING?I 1C • w 1 imilm l!li 0 1 4 1 11 g_ in,...07,..4.„,....„,„ i .. in 1.1 „,..„.,— • 0 ,..i, tit_ in sql vim 2 D I '10111 E Re.�.,.M, r L iLi ' `[ sus u - u u ` soimmus m= � _.�� � B Dq'7I I :1 m= - low _ _ �� �� t•�e'T ?is� S� 'W i $ ' moimi■ 0 O i I 0 Mil O 0` : i!'_iTE __ 1 __ , I 11 1 1111 Sl S SS 1 1 g SECOND FLOOR PLAN x'111 SCALE: I /8" • 1' -O" pg w _ (8) 1 BDRI 1.1/41T5 • 19' -10 "! • 158' -8" _ ����: I % 6NCLORE m j B WDaM O • FOR P o 0 0 0 0 [ a ∎ a DR i P ATIO Q � UP j z 6.0 eft. ea DR 6060 ea DR 60.0 108 DIN LL 4 -• -• -• _ - -- - O —0 0,616 in a�. a _ �_ , `. == / / / / // Qz EIVI • 101 102 103 104 105 106 DIN 107 1 e e + ,1 i y _ • •5A LIVIN iE O� t__ ___ , (L 0 T I L I N LI VING �� - CC��MC „ . `. / _ Isa oc o a I e o Ln - m _ _ _ BDFt'I I � .. Y • 1 ©I 0 ,� O :: � C ❑ L `ice R elm C `!4 N O II m5 1DRM 1.s? BDRM 7 ! 1 lo_o = 0 • LEEND: _ V 4 IO � F O � 01 1• __ t �j� j, © a• I Pr ® EXISTING FIRE DAMAGED WALL ASSEMBLY E 1 - ^ : , - I - �� W6 I � U / STRUG PRALE OR EXTENT OF FRAMING \\, r (( '. TO BE �. REPO. ReOR = EXISTING 5/8" TYPE 'X' GUM TO REMOVED F - `l _. _ - _ _ _ _ _ _ _- _ _ _ _ - .. • AND REPLACED. L % n -- EXISTING S IR REMAIN GLEAN, SEAL AN e PAINT A9 REQUIRED TO MATCH PRE -FIRE FINISH. I REMOVE AND REPLACE DOOR AND FRAME .. 0 - (SEE DOOR SCHEDULE) y EXISTING DOOR TO REMAIN. CLEAN AND Q O 5 III : . REFINISH AS REQUIREDTO MATCH PRE -FIRE FINISH. ' 1E k FIRST FLOOR PLAN II�II . dIIIIIhi' ® INSTALL NEW SMOKE DETECTORS IN BEDROOMS Ti; (�/ i t d ( S SCALE: I/8" • I' -0" 1111 9111111 � 3109tH INSTALL BATTERY OPERA ED DETECTORS 0- U- 0 Ile • IN BEDROOMS AND HALL (101, 107 AND 103 9TAC147rtY oc TVI( NOTE: INSTALL FIRE STOP SEALANT (3/4" DEPTH) AT DUCT TO I 1 , i':' FLOOR ASSEMBLY PENETRATION (UL. FCI0ON FOR MTL AlA DUCTS. PERMIT CEME1 Dr15 Mal 01_1.5 AL NFORhIATION ON 11-118 DOCUMENT 18 THE Y OPE EXCLUSIVE PROPERTY CO PACIFIC ENGINEERING V t OPE C INC. - Oo COPYRIGHT 1996 .;oi, No. %78601 c,nex/mtcnRnne�e6nln (90, . . ' �$ • . 6 T. ' NEW LINE OF EXTERIOR i EXISTING DOLLNBPOUT LOCATION TYP. 1 LOC. WALL AT THIS END CF BUILDING c Et M \ / / / ' % / / / / f an • n f. ' •' / / // / j / / / ' / . / I 1: / f T i t - / / / / /� j / PREVIOUS LINE OF EXTERIOR \ \ � . / /// // / /�% '.�� j �� / /� / ; j / / . � /lr, At THIS END BUILDING II . ='I _ �/ /�1 / 1 ' // _ / Jt W L // r/ / //% / / / / / j ti 1 , n/ ` � / / / / /' // / / 24" OVERHANG / r — BUILTHL ROOF VAL / : , 2 /;' ,:', / / / / 2 .1 ,/ // / / 7/ / / ' / PERIMETER FLASHIKa W/ A \ , ' j/ / // / / r . T . EMULSION COATING - / / / U • ,\, ` AB A: PHALT�� \ /;' / // 1 //,/,//,/,, / i / 13 17 � \3.i OF BFI NCaLEB� �� i� // / / / / _ // / //, • / /� .. .H� / // / //z///1/://:'-'2:::: @ K > 4 � � 4 � � \ ... \ �� j // / / / j % / j /� A 9 8EMBLT - O T MOVED / / / / / ' / / £ E , 7 , II I '�\ \ \ \ �� '',,,,,/,./ /2.„,/' / j / EE B F // / /� // / / ' .O � �9BG APD 1 ICN� % ' � ' i i irk INSTAL of • „ �� „, /, /, � � / / ,/ � /I / �/ g ill EXI NG HAT ROOF ACCESS RIDQE T ,. \ !/ /// / .' / / / // //11 / � /I. ' I Y / / /. 2� J. / /, // / ; /y y/ 2 '/ // / / / / / /, / 2,//,/ // j / /'-%,/p/1 CO \ / a // � !//' // // '// ' / / // /2/.2/J, '' . .4 SMOKE DAMAGE AND MINOR LINE of EXTERIOR WALLS BELOW STRUCTURAL REPAIRS 119 w • • ROOF PLAN SCALE: VS” • I' -0” Ni 1 (8) I BDRM UNITS • 19' -10" 1 • 158' -8" a mnr.. uvon 0 li `�� 1 L INE OF ROOF OVERHANG ABOVE . - r ... 64. s , S 6066 66 DR 6040 BALCONY f smm 140.66 DR 04 1.10 166 m. 308 DIN � __ _.. 301 302 303 304 305 306 D 3 ° .A EO RE AND REPLA D QED ( q ( � LIVING l BUILT -UP ROOF MEMBRANE AND SHT MIL fl. 'N FLASHING ((���� � L I VNG // U- dj 141 nl ql mmhR4 rR � m l i �p r �G I eel 4. 6,610666 WW1 E2 III O 0 0 n ,�•Rr� t I L z a 1 AIM 111 ImR ®III® „R ®1gp® mR 167R W69611 MN • 111 = 8 Q RR BDR 1 m ... �J o EW CI mil i BOW P.M =MI � 0 mm tali Ali it , i l l ® EXISTING FIRE DAMAGED WALL ASSEMBLY WI ��. 17-MI- u6mw TO BE REMOVED AND REPLACED, 1 ' - 1 10 BE REPLACED EXTENT OFF FRAMING I. MIN rrtus - m 6�6 h W/ STRUCTURAL FOR wm 0m 6m 6660 _ / ,L _- m 6 mim _ 6090 J EXISTING 5/8" TYPE 'X' GWB TO REMOVED �• ( =' '4 . AND REPLACED. i'Ve / EXISTING GWB AND TO REMAIN. GLEAN, REAL D -, L I . 1 J J WV % PAINT AS REQUIRED TO MATCH PRE -PRE FINISH. V ?� 1 / REMOVE AND REPLACE DOOR AND FRAME 4 ' ` / (BEE DOOR SCHEDULE) U ./ / / /// EXISTING DOOR TO REMAIN. CLEAN AND Q F'R 0 D F'l ' AI�1�II1�I� REFINISH AS REQUIREDTO MATCH £ -FIRE FINISH. T1 -IIR FLOOR PLAN t ® INSTALL NEW SMOKE DETECTORS IN BEDROC*18 SCALE, I/O - • I' -0" AND HALL LEADING TO SAME PER LOC SEC. 1E W I'11III 310.5.1. INSTALL BATTERY OPERATED DETECTORS Ti — 0 B IN BEDROOMS AND MI HALL (101, 102 D 103 STACK) RECEIVED 6 8 (.11, NQTE *r OF WM .a INSTALL FIRE STOP SEALANT (3/4" DEPTH) AT DUCT TO 1 FLOOR ASSEMBLY PENETRATION (UL. FCI009 FOR MTL . ^ ALL INFORMATION ON T1418 DOCUMENT E59 "err 0 Li 0.5 DUCTS. PERMIT CENTER 1 IS 114E EXCLUSIVE F•ROPERTY OF I; • PACIFIC ENGUEERING TECHNOLOGIES, NC. © COPYRIGHT 1996 ` Job N. L200 0 > IP i 0 EXISTING ROOF • , REMOVE 4NP REPLACE REMOVE AND REPLACE REMOVE AND REPLACE ACCESS HATCH DASLIED LINE INDICATES LINE OF 12d2 GABLE END VENT DAMAGED Ix FASCIA 24 SPACED SCREEN AND TO REMAIN ROOF PLANE BEYOND TYP 4 THIS ELEV. AND GJ. FLASHING 4x SUPPORTS REMOVE AND • PLACE DAMAGED 2 N2 FRAMED • I RS. REMAINDER _ - 4 4 _ -24 - 4 .. - - -,..44 „,,s TO ER REMOVED D REINSTALLED - (REPAIR AS , - 2-- ---- -22 -4 2, 4 .,oRammomo■•■•••■•••• - ,- r1 1 j 1 2 I 41E1lb 2 I 1 I lA III 4110 4 I tl WEI )1 rpr 11 ilerildil[CCII 111;.;Avall , I•,- ',..:: „,., ,..,,,„,,,,.,......„=.1.1 , ,464 01 *111 IvAred; , ;:.%, ,. :, :::; :"—^r" EXISTING WINDOWS TO BE REMOVED AD N 1 1 2 1 • 11 1 4 II - — 111 4, 4 114__•ed__ I — - - — II 4 . , I , ' :I :.I,I:I.4),:II i A,. A ■•■ FRAMED IN FOR N. BEDROOM 4 1 1 l „,,, .. , 2 .• ... • I! 0 )1it 1 i FREmN191-1E°VED 4 .4 4D LUMT - ACe BEVE AL L S REMOVE AND REPLACE ALL PRE- oi.a4, FINISHED ALUMINUM BEVEL SIDING 11111 121 81 2.11 1 1 II WIIII II II 11 11§10 ,1 10:11'r 1,..11 IIE. 1 IlF;isis111 ,... r ,,,,,,, , —Iry , v , II AND INSULATED BACKING MAIL II. ,I I I 1 , 4 4 . I 1 ■RI 2 II 4 •III ' '-=-2- = 1 111',. , ' AIFII III AI ,= AND INSULATED B . ING MAIM- P P l'q 1 M 11 ii „....., , 1 I Irk l■ immo■ '... IMIMINM ■ I■ NM■ IIMMEM -----a-- ■NRI ■ .11/110% .. , Soianium IIMIIIIRMM, w • mum wow wraims! INIIRIM■ RRIORMIMI 1111R6111 i 1 NM KIM IMO It" Ea Wil lank .111•1'• %NM nv • •. • . , . . :r . „ • •r • . •: .-: .,,, _ E • . : lel Ati , ipwl viv ID NEW MARBLECRETE IN-FILL AT EXIST. WINDOW LOCATION (MATCH E,ISTING) ' § I 1 EXISTING MARPLECRETE EXTERIOR 64) WALL FNI04 TO REMAIN CLEAN AND . SEAL AS REQUIRED WEST ELEVATION VC . SCALE• I/O . • r•O" (Cg CO Z , *101 (1 9 tl swi („) REMOVE AND REPLACE b TRIM AND 4x s. 0E11 SEE STRUCTURAL FOR REMOVE AND REPLACE 1=1 • REPAIR AND REPLACEMENT OF CONC. 12xI2 GABLE END VENT _ DECK AND FRAMING, TYP 4 THIS ELEV W4 •xxx,,,, . ..,....B.... „,,,,,.. ..,„0-_.•■4 •`.' .. icts•■ ■`•',.. . x 0 ID a CI ,,,... ......” ,\•••;-.....••••,---.' ....„, Ilk •.■ A VAV 'r =E vAiirr' = •—v--__- --- r ir ' liV v Mr 7 ;Iiir 'Venn go on inifinigimin si ....., AP" iora = AMIIPe — ,■. I;: 'I= a =V A6 REMOVE ALL EXISTING •36" W.I 1■,......il,0 _ , =,,.,■ Ali A . 1■••■■■ =1 A 1 11,1111 IIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIII 1101111116 ... • GUARDRAILS. INSTALL NEW .42" kSS ...t . W''.`sksk\Vt.:‘,..'T: WROUGHT IRCN GUARDRAILS W/ I ii ' o, 1 - WOOD TOP RAIL, COMPLYING 6 EXISTING GUARDRAIL rACM2 / , K V z....—mr / , W/ U.B.C. SECT. Fos. TO REMAIN DETACH FROM WALL AS RECTO • FJ' Alle'd. AME= AO'Ap ra El 011 A AM Mi A,(9,1111F i \ / • M SIM ME TO FACILITATE REPAIRS mu , \ WINFIIIM A 7 = A, ' • / \ IIIII IIIIIIIIIIIIIIIA Iiiiiii 1111[IIIIIIIIIIIiii .. ,,,.. w.sk.ne mitomr....momm..■. r 1.--•=ir r,/ ="'" = V , :=Milli 1 1 = _ 1 _, Ar p/: A A=A--•'; ARA4o = = ,p/VA A=.111111 \ / 1 — 1 [)11:IL = 1 11■1■1 = /;,:: 'EMEMIMII ' .R ,0 MN= IMM .0 • ...:1 1 / \ 1 = = id IF 1 0 A — AeAill r , _ I 0 REMOVE AND REPLACE 6x — I-- FULL LIT WOOD COLUMNS. , SEE STRUCT. FOR ADDI4 IR.O. 1 > EAST ELEVATION ILI SCALE. 1/0" • 1 111 • 0 TE • DJ NEW ROOF-OVER STYLE CC RIDGE VENT i X ...-3 TAB ASPHALT SHINGLE CLASS 'B ROOF COVERING----.- A Iii 1— — — — —, — ....,.... —..... —.. —. ...—... = — ..._..„. —.„. _ —...... ....., — I ....—.... ......-- —...—, — ----------------- ----M--------------= . - --- - i E : Z E U E N VE t..0 IK _....— N. 0- 12 4 ■■,.. ■.....,■ I T ......"'""...."''''....''''24 .7y7rj_;iII AND EPLACE mum MEMBRANE AND FLASHING •,..... EXISTING WROUGHT REMOVE AND RE OCATE ....■ ■••■■• CCNCRETE ENTRY IRON GUARDRAIL ■......••••••■••••• .,,.,..,■'..........EE-111P■=ra=lell:= "fl- ■ = ,,,,, .■•••• = ■Imom BRIDGE TYP. AT ENTRT BRIDGE ■ ..,..., IMMIION 11■11Mm CLEAN ANP SEAL TO REIMAN TYP. ' . "" ..."'..-2- ' --''. - WI ....... ,,,,., ....... ........ .,,„„. AS REQP 1110111111IIII ■,■••■••■•■••••■•••■•■■ •••■ •■■ •■••■ •--------••—•••= - ‘4( ■•••■•• m.m.,... ........ ...r,77,T1.74r.r.) ,........,■•■ r••■■=1=1 f ONI1==. .I■1 INIMINI■IN 1■11•■ ■III■1 NEMNIMMION■ _ ....._ _ _.... ___ _ ___ EXISTING ROCKERY ••■••■ ........1 .......... ■.,■. ■,,,,■ .m......■ ■...■ TO REMAIN llr = ........... ,.,_ 1.4 n ......., M —..... = .......... -...........--..-.,................ - - NJ -- - NEW 6030 VINYL WINDOWS L TO MATCH EXISTING - 4 ,. 0 RECEIVED NORTH ELEvATION SOUTH ELEVATION CITY OF TUKWILA SCALE, I/O" • I PER.' CENTER 434 ALL INFORMATION ON TH16 POOLMENT ®, 0 16 TNE EXCLUGIVE PROPERTY 'Cc PACIFIC ENGINEERNG TECI-NOL06,166, INC. .." @ COPYRIGHT 1.1396 co Job Ila 352,,,,,D1 0,1•395/0L_CAR.4952EriA. DUO • • 0 m 2m 6 5 5 W CLASS 'B' 3 -TAB ASPHALT SHINGLE ROOF COVER OVER 19 LB VAPOR GALV. SHT MTL EAVE o BARRIER AND 5/8" PLYWOOD SHEATH. FLASHING ; IU I \ Al REMOVE AND REPLACE Ix 2{ / Ql I 1 -1 -1 1 1 1 1 1 1 1 11111111 1 1 1 I 1 1 1 \ I FASCIA BoARD AB REO'D NEW SCREE N VENT • lx6 'V' WIDE CONY. E tr _ I l l lr SOFFIT O V E R 5/8" I I � ' 1 1 (ill -y- ( �� l \ r � GYP-BHEATHING Q • 1( _ / U i I: t l! - 1 - 1 1 1 ' . t � '1 r 1�' 1 i 1 1 A 1 L �� 1 1 I i��� 1 1 W y /m ,1P 1_ I: II' ` 2 FRAMED TRUSSES at 24' _ - -. I.'II W/ R38 BAn NSULATION A 2 LAYERS 5 /8" TYPE 'X' G 0 7 1 GM • " � Y Q1 I I/2" LT. Wt. CONCRETE OVER m 3 /4P B TWOOD &1BFLOOR tO 4. 2x10 PLR JOTS at 16" 0.0 W/ 0 � PREFINIBHED ALUMINUM BEVEL (OEE PLAN AREAS TO BE �e j �1 SIDING OVER INSUL. BACKING yy VAPOR BARRIER ■ Y Q REPLACED) UL. DESIGN N. U514 EA M SIDE OF GL 71 . BEAM, TYr A, (� B /e" TYPE 'X' GYP-SHEATHING I BEDROOM L I V ING AREA W� r�0 PLYWOOD SHEATHING, W 2x4 STUDS at 6" OC. W/ ��� T ■' e RI3 BAIT INSULATION BETWEEN I I V I I I_I II_I •-_IJ ! IIIVlh 181!11117!MLI N1411VI1VNIINN !gI1r11I1ip1!NNIrYWII )iUI1 /1alINGI rI 9:!111 Il ill11ll1 rY114111 rI Il1 611h4111I!!01 VIII !!1 1. UI IIh1111I! Ihl Oh 611111011h/11 I.II II y99 11h 4Ir11 !1 111!11 101 Imo` II!1 11 1 T 1' rr "11 I I 81 t1' _ • . 141WPIN@1 IPii�II11II((I ri(Ilifl - - ___ - II ' 6/8 TYPE 'X' GYPSUM WALLBOARD In a t r OVER RC -I CHANNELS at 24" 0.C, II • Iml 6 3/4xI6 1/2 (24FV41 GL. BEAM W W/ 5/8" GUM WRAP 2x4 STUDS at 16" 0.0 W 5/6" TYPE 'X' GWB EA. •IDE TYPICAL E m 5 /8" TYPE 'X' GWB OVER CONT. VAPOR BARRIER ENRTT BRIDGE BEYOND , —S" NOMINAL PREFINIBHED ALUMINUM SIDING TYPICAL 2 . REINFORCED GONG. �i1 E I BEDROOM .. LIVING AREA I I-I-I-I-I-I-I-IM1I-II I1! �MI1111I1! IY1, 11Ii0hUR !N01r0I1! !.1 11_r10i IOI!1! UIIA IA.I Q3! ra gprl i<ii pM 161110!1 V III! III I rl! „11X019 OIP r114_!!t. l)!'rp "1 ¶pI j1I)1!Il hl_ - 0!rt it l l`C1 tN _1 U II_II!I._I'I. 4 _ I ! I IxIO TRIM BOARD, TYP. II -- ALONG EAST ELEVATION I INSTALL NEW 2x SOLID BLOCKING III at 10' -0" 0C. MAX SPACING Z BETWEEN PLR J6T6 0 (NO EXISTING ROCKERY u 1111 _ U O 0 O ��1yy ® E V n I” NOM. MARBLE- - 1- L-1 CRETE OVER I •- W LATH AND V.B. m m - ■ I /0" • 2.4.1 PLTLLOOD SUBFLOOR CONCRETE SLAB ON GRADE `u 5 OVER bx PLR BEAMS at 32" 0.C. _ 2x4 2REATED 91LL PLATE TO REQUIR CLEAN MID SEAL ' u c W/ RIS UNPAGED BAn INSULATION • _, W/ I/1' 0 AB. et 4' -0" O.C. AS REQUIRED BETWEEN I -9 et TOP LIVING AREA i t c , ' _ r l i 1 )) 1 ). ! y � I. i I n ) L J iin 1 mcno 11 JU;1 \11J , ) 1 „c ,i n- 1 1 1 1 1 1 1 1 1 1 1 \ \ \� s ei sa oa v \ . \ �\ / \ / \ / \� / • _� a �> W/ HOOK e��N \ / \. 1 F / � \ / \� i Q ` , � • \ / \ /\ BonoM INTO FIG s {�- I \m \ \ / \ / / / \/ a , 33 \ \ //\ FT32 0OTTOP! IN 2' - 0• , \ / \ \ `!. \ \ \ \ \ \ r ••"II _ / / i , a I °ot. wd VA BARRIER ABR EOUIRED - \ \ \ / \ \� \ ( i V ^ y x s v \ x / \ / / \ x / / \. \/ \, G t � , ' Il -a 3 '• \ \ \ / \ / \ / \ / \ / \ / . -- 1 O 3 BUILDING SECTION A �I 0 0 y�� CIF! OF d IL. 4. SCALE: 1/1” • 1' -0" et.' PERMIT LE!REF „ n r �, ALL IFFOR•1MAnoN ON THIe DOCU'GNr 1L�1. 4 ! .L 5 10 NE E ATI OWE PROPERTY E 8 PACIFIC ENGINEERING TECMIOLCOMB, MC. OB COPYRIGHT 1996 C. /RSe /OL_CARA552E6Md MO Job tlo. 9J286D! I 4x6 COLUMN IN WALL A 11 6 S ROOM FINI61 -I SCI- IEDULE 1 ►� ► I i . ROOM FLOOR %. BASE WALLS CEILING REMARKS III ' ' MAT'L FIN MAT'L FIN MAT'L FIN MAT'L FIN HT TYPICAL AFT UNIT LIVING 'CPT FAG 2 WD S18 GUS PT GUS ASC 7' -S' I I ' II I �_ DINING CPT PAC 2 WD GM G PT GUS ABC 7' -S' I I1 t -----1,-;w41- ,I � I 'I il l % KITCHEN VINYL FAC 2 WD 818 OM PT GUS Pi 1-8' II i� T3 HALL CPT FAC •2.1 WD 818 GWB PT GWB A5C l' -S' . 5117 BATH VINYL FAG 2 WD 918 GUS PT GUM PT 7' -S' P. LAM. TUB/ SHOWER SURROUND .. BEDROOM CPT FAC 2 WD S45 GUS PT OM 4$C 7' -8' - ' x § I CLOSET VINYL ) FAC 2b WD 848 GWB MS B ABC 1 ' 111.1.11 I ` 1 BEDROOM CPT FAC 2 W 8 GU D 81 IB PT GUS ASC T-S' /111 SIDE 3/I6 W/ R 3 /B, 3/16 • CLOSET VINYL FAC 2 IUD SIB GUS PT GUB ASC T -S' 3/16 ! R (2Y3 /4'V BOLTS TO BEAM Y& W 1 COLUMN SIDE STRAPS % R1�EI 1 FB 3/16x3" • ASC • ACOUSTIC SPRAYED CEILING • (2)3/4 "e BOLTS TO COLUMN M A I *643 • STAIN AND SEAL - 4.5 COLUMN IN WALL NOT PROVIDE 3" SOUND ATTENUATION INSULATION AT ALL INTERIOR BATHROOM PARTITIONS, TYPICAL. EXISTING Cd1ARDRAIL TO REMAIN, EXTEND HANDRAIL me,/� DOOR SCHEDULE mini DOOR FRAME 3/16 ■ `R ; AGGOMMODATE BEYOND rAl • NEW IFY AS REO D TO COLUMN BABE BIDE ST RAPS TMP MODIFY SUPPORT R AND HANDRAIL F15 3/16x3" W/ (213/4 "0 BOLTS _- _ 1 A' DOOR MARK REMARKS 3/16 � TO COLUMN 1 II h 1 1 ,1 W WIDTH HEIGHT THICK MAT'L FINISH MAIL FINISFI II I H 11 I II ! 1 1 1i H COLUMN BASER 5 /8x3- I/2z@" 1 1 - it 1 I '� A 9 -0' 6' -e' F4' WD PT WD Pi SOLID CORE, 20 MINUTE RATED. ENTRY DR.** W/ r41 3/1124 HOLES FOR 16d + I I I 1 t I 1 I I1 1 I 1 II II 1 1 II 1 B 2'-6' 6 IV FACT B1S WD PT HOLLOW CORE, BEDROOM DOOR --1 NAILS TO EXISTING SILL N 1 1 1 11 I d II ! 11 I X 1 1 I I I! ! y I; 1 C ma' 2' -4' 6' -8' IV FACT 6413 UV PT HOLLOW CORE, APT. B ATH DOOR I II I ill II I Ili /'�'l'I1I 'I 0.1. D (2) 2' -6' RILL HT -- * VINYL MTL ANOD BY -PASS BEDROOM CLOSET DR I 1 1 I 1 IL 1 E (3)3 RILL ' - HT -- F ppp °E1• e p BEDROOM CLOSET MTL ANOD BT -PASS BEDROO CLOSET DOOR I ® ' 2ND FLR F 6 6B' -- VIN/GL FACT VINYL •- SLIDING PATIO DOOR W/ INBUL. SAFETY GLASS `r �� II SECTION BEAM et 2ND FLR 1 SCALE: 11/2' • 1'-0' ' w • _.. . • *# CLOSER 4 SMOKE GASKETING __O - __.____... __ -__. __ 1 _ _ _ REMOVE AND REPLACE 5/8" GYP - SHEATHING AT • SOFFIT. SEAL CAVITY AND �. REMOVE EXISTING W.1. STAIR L___ FRAMING PROIR TO INSTALLING � RAILING. INSTALL NEW WROUGHT , NEW SOFFIT 6�� IRON RAILING W/ 2x3 RAIL CAP ' II I rl 6 5 _ _ _ 5/8" TYPE 'X' GYPSUM WALLBOARD , EACH SIDE Il l ��' r____l Hu 8 STAGGERED 2x4 STUDS et 16 O.C NEW 4x STAIR STRINGER d k © (EXISTING CONFIGURATION) I - �: L 411, 3" ALONG EACH SIDE OF RUN W xi G SOUND ATTENUATION BLANKET PAINTED STEEL TREAD �' j! '1-1-1 12 1 PANS W/ CONCRETE !WILL ra 11111 ji` u1iil'1�,_ CO NCRETE S LAB ON GR K TYPICAL PARTY I El TO REMAIN. CLEAN AND PEAL - - - -, M JJ� 11'' WALL AS REQUIRED. N 1ST FLR Z N • • ►��-. 1 — O Z : / /' ✓ // \%: ' %/v / / / ` 2 /. x' , N, i r `'i;� j \ /ma % \i\� O W 1-11 • O SEC ION et PARTT WALL /Alr 4x BEAM AND COLUMN - 14 TREA et II" EA • 12'•10" • ' STAIR SECTION � • W F.- SCALE 1/2" • I' -0" (f) W W ci 2'X3' PLYWOOD ACCE88 DOOR AT EACH W/ -^ Z (i 111 . PARTY WALL. DOOR TO BE SELF- • Ul 0 1 1/2" LT WT CONCRETE OVER CL081NG WITH AUTOMATIC LATCH c O 1 KRAFT PAPER VAPOR BARRIER V ! 4" WOOD LIGHT VALANCE U D N PLYWOOD FLOOR 5HE41HING 0E1 ► �--- D UCT LAVER - 1: -�rI ripw OUNE ED BRANE G I �,�, „ •D • ((� — MHOOD, DUCTED ' � � El-SYNTHETIC Q JETT att PARTY WALL REOD EN -, � CERAMIC TILE ■ ■ , , r - - - � MIRROR '�D / Q f - 2x FLOOR JOISTS et 16" O.C. W/ P. LAM COUNTE 1 BACKSPLASH 1 LL.. rt MAR 3LE 3" SOUND ATTENUATION INSULATION W/ 4' BAGCBPL , BREAD BD T i ✓ COUNTERTOP AND 1 I BETWEEN _ ■t -� ® � �■ FRIG. BACKBF'LABH �tQ) y DISHWASHER `� RM1GE SPACE e " SPACE Wall —� IL II SPACE i _ 11 BUILT -1N O HIM =` 5/8" TYPE 'X' GUS et CEILING I II ' � � � ' �� 1[ZIEEII t I ` _I (�' o o �I \ -,\ ��� A DEEP RECESS ' / �/ AT SINK uI • 2 SECTION et PARTY WALL 3 SECTION at PARTY WALL KITCHEN CABINET ELEVATIONS SCALE, 3/8" • I' -0" BATH ELEv. a - 0 m SCALE, 3/8" • 1'-0" SCALE I V2' • 1' -0' SCALE, 11/2' • 1' -0' , -�ry 0 E TUKV✓L4 (NOTE: ALL CABINET DIMENSIONS ARE NOMINAL. FELD VERIFY PRIOR TO FABRICATION) • PERMIT CENTER 4 4 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF o PACIFIC ENGINEERING TECHNOLOGIES, INC. f 0 COPYRIGHT ISS6 '^ Job No. 8828600 c,neas /oL v.cARA.2x,.a*A (24/