Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B93-0045 - C AND M PROPERTIES - NEW SINGLE FAMILY RESIDENCE
Ci-19 WoVRTs Lot a ou+5 City of 7icikwili (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas /Elec: Wetlands: Water: 125 Contractor License B93 -0045 B -BUILD NSFR 13043 40 AV S LOT 2 734060 -0904 V -N GAS TENANT OWNER CONTRACTOR CONTACT A No.: CMPROI *088JN C & M PROPERTIES C & M PROPERTIES INC 5190 S 166TH, TUKW4.,AW0:81 C & M PROPERTIES:.INC 5190 SOUTH ,,16,6TH�='STREET,, TUKWILA, NADINE MORGAN' 5190 S ,1'65, ST, TUKWILA, 1WA.;.98188 * * * * * * * * * *kkkkry!tt *** ***** * *k**** **** * *k** *,k.* ***** * ** * **** *kk'********* ** * ** Permit Descripti'on. CONSTRUCT NEW SINGLE FAM.ILW,- , °RESID.ENCE WITH ATTACH' Status: ISSUED Issued: 04/09/1993 Expires: 10 /06/1993 Type of Occupancy: DWELLING Slopes: N Sewer: VALVUE Phone: Phone: Phone: (206)243 -0900 206 243 -0900 206 243 -0900 ED GARAGE ;;AND COVERED DECK Units: 0031';` Bui lding,S:. Oq1 Fire Protection ''SPRINKLERED UBC Edition 1991 ;' ! Va-)uation. 93,6.11; .20 ` 5 Tota1 ,Permit Fee: 1,,035.!13 * * * ** ** ** * * * * * * * * * * * * * * * * * *; *.* k *�c•i *** k* 1***** * * ** * * * * * * * * * * ** **** ***'* * * * ** SETBACKS Back.: Right`:, _41g3 Permit COter' ALithor i ze'd S'i gh „a,tu're I herebycerti fy that I have read and examined this .permit acid 'know! the same to b.e`,;true and 'c,orrect. All provisions ,o -f 1awand..`ordin.ances overn i n g g thi s °; work wi 1 1 be complied Wi th', wheiher spedi f i`ed : here.i ii or not. • The granting'of this permit does not' presume toLg,i.v,e authority violate or cancel the?.provis,,i,ons of any other °`state or'local laws regulating construction `For,: ,the performance of work. I am. ,a'uthoriz`ed to, s,.ign for and obtain this bul4ld;ing` permit. ,/ Signature l' � ..!�G �c-.�_ Date : 7`1919,: ' :Print. Name: (vac too Gdr.:. .T i t 1 This permit shall become null a` rid` ;:v:o,_d.,:''i;:f.'rt e'wo}rk is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWIL 4 Department of Cd „.., nunity Development — Permit Cent; 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER S13-00+5 PROJECT NAME SITE ADDRESS 1270 'Pf V-0 71-ti SUITE NO. Lod INSTRUCTIONS TO STAFF O Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. ® Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. O Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE IN; DATE APPROVED REQUIREMENTS l C+C�M�1111ENTS �UILDING - initial review 'I (�� I'31 (ROUTED) CONSULTANT: Date Sent - Date Approved - X FIRE OA SA3 2I z �� FIRE PROTECTION: [� Sprinklers l_1 Detectors (� NIA INSPECTOR( U %i FIRE DEPT. LETTER DATED: INIT: . 21 PLANNING 3�.�cr <i,. ZONING: ,q/---7., 2 (BAR/LAND USE CONDITIONS? t )Yes ILNo ' L9a_& .1 L°jJ -00,2 ( "EFERENCE FILE NOS.: ,l f INIT' ✓ MINIMUM SETBACKS: N- 10 S „: E- , W. _j */ PUBLIC .2/9, WORKS .�c t /�3 UTILITY PERMITS REQUIRED? ' No PUBLIC WORKS LETTER DATED: ✓_6'`”' INI : ,� O OTHER INIT: XBUILDING - final review A B TYPE OF CONSTRUCTION: VW CERT. OF OCCUPANCY? °Yes IgiNo ' UBG EDITION (year): (q ' INI �►i.! ) BUILDING OFFICIAL I 1 cruel INIT: 1�':?L -� REVIEW COMPLETED AMOUNT OWING: A 05-1,00 CONTACTED ` N �1 04'1 DATE NOTIFIED `l rr�ff l BY: (init.) BY: (init.) 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDINJ PERMIT APPLICATION 00 SITE ADDRESS SUITE # DESCRIPTION BUILDING PERMIT FEE PLAN.CHECK FEE BUILDING SURCHARGE: RCPT: :# e OTHER:::: JECT NAME/TENANT Itia rc1J /....Co TYPE OF fS,New Building Addition 0— Tenant Improvement (commercial CJ Demolition (building) WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: VALUE OF C l TRUCTION - $ �©00 '=�` g3(11 ASSESSOR ACCOUNT # 0 Remodel (residential) 0 Other s, BUILDING USE (office, warehouse, etc.) Sl wo NATURE OF BUSINESS: WILL THERE BE A CHANGE IN SE? 26-No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAG Building: Tenant Space: gip- Area of C istruct�! yid, WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? OikNo 0 Yes IF YES, EXPLAIN: PROPERTY OWNER i �.M i € v r �s I� il� - PHONE��3 „ Qp� ADDRESS Js�.''Ct 0 S 16,a_____±.0_, I'C1ti11 L. A ZIR 88 CONTRACTOR II PHONE 11 ADDRESS t l ZIP WA. ST. CONTRACTOR'S LICENSE # CM P Rai t 4e. 0 8$ s—Ni EXP. DATE S. z 3.1. 3 PHONE 3 ARCHITECT C rM pme, p,. ) tJ4 ADDRESS a ZIP 1 HEREBY;.CERTIFY THAT I MA. VE READ :AND EXAMINED THIS'APPLICA'TION::AND'.KNOW THE SAME ' BE:TRUE. AND'CORRECT, AND: I A UTHO,. ED .T• APPLY FOR THIS<PERMI Alr BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON Aski.r gtcrAztJ DATE !0.13 PHONE 6Z16 _octery CITY/ZIP 9'd (s- s --- (( PHONErz' g3,oger Q 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 applicaticn 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 opppov[.[i If you have any questions a(bd&Ce5tiFtPedthiss or plan submittal requirements, please contact the Department of m nit' Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED ATE APPLICATION EXPIRES k —60 PERMIT CENTER S- (1 -93 SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BLJILDINGSIADDITIONS • ' ' ••• • . Completed building permIt.application (ono for aach structure) 1_1 Assossor Account ••:,••TWo:sets..(2) of Vie.. following; ' ' Structural calculations stamped by a Washington Stato licensed enginoer ' • ' ..'Solls.:report•stampad by'kWaShington:.'StatelicenSed enpineer L_J Topographicai [1:::Energy:oalculations•starnped:bY a Washington State ticensed Legal detcriptidn :Working drawings •":Stamped by a Washington State' iicensed architect . Architectifral"OtaWingS • • •:•::•••••••• Stnictural drawings Etevaons • Givil drawings Landscape plan . . .. . Completed uIity . • ................... ":•:••••••."-':•••:• NOTE.•'•,See."OtilitY:pOrroft:oppridii0ohohd.:066)(110)lor uti!:ty . . . . • . . . RACK STORAGE '• Assess�rAccount Number •• • :•.• Two (2) sets of plariS,:whiCh:inclUde: BiJIIding floor plan . • • :.• 11 ••••• • • Entire space where racks will be located. •••••,• • EZit • • • •' • Dimensions of all aisles • •• • . Tenant space floor pian showing rack Storage laYout, aisles and . NOTE: Include din-tensiona...of :( feight, ..,Width and exit ways 'on Structural calculations stamped bka:Washingion sngineer:(ra*'Storage 8and over); RESIDENTIAL NEW SINGLE FAMILY DWELLINGS/ADDITIONS ..... - • --- Six (6) sot of site plans showing utilities . , ::•.• .. .: , : .:,,,,.,..,....,:....•::•..:-,:;•"::.••-••••-•:•••:' "." ..:...:,:. -:J.,..,' • .. ,. ' C . - .:..:.. O :,. •:..•;. • :, : •,.M ,....::..•..., .,: .... .,..•. , . • . •...• '' .-.. M. •':.,'. ., •• . '..' - .v , ,.. ••.'•!.' „:..• .':.•:..•E..' :' ::. '. -•:, ,'''- :],•,''..., '•::•. '', .:.•:.:"R..'. :.•.-.::,: •' ':':.::::•':,,' :.:p.••:::•..:- : ',•:.:...-.. . :.•'•'-:...;•..0 .':- ':*•.•:.:,:•..';... ,:•',."':f::'*. .:•' : ...':, -:..:' • ...a0' - :: '-.., '. .''.' , ... '.:.If'- .:''''.':'• '.• An, :'''. ' .u':.'•.-.e...''L ..'','.:',..,':'.:"..''..;'. •:.'..:f....'.•;.•„.i” .' :r::.• :•.:'''• .:•'.:.... ;::.';'•....0,' r.:,:'•- .• :, :''.:...'. .. ':.:.r•-'.• '.: ..:'.. 4,i.:.'.i-.'.':.., . '• ,:.: '.• „. . ' '..:'.. N':•''.:.'':'•.:, •':..--.• •:•.'s.':• .••. :.::i••.• - ''.•: •..;o. ' Ae ,.•'..',•..•••,■i!:..-.• .' -.r • :.:. :.:'•. ::.i:.:.. ..:.••,.:'.•:.•'.. 1.''. .'N••• .:.•..:a .'e-,',••.•• .' •..•••.. :'::,. ..::.•:•::•'.:: ,::::- .•,'...:•,:•:n• T- :i •...;.:.„.-•. ..:.: , :.,„•::''s•,.....:••.,I::.::;.. .::”„ o ,:.•..:•:•-'.:...: :,:. :•i „. ::•—•.:. ,:•• :::•.':•,. .:M.•• ...',... ,:.:.i„•, :,-. :,H'-'' . :,.: '':,. .:•.:,-. ' R' • :"..:. ,,.,•.-:. ..,:„i„,,:. ,.:• .• ,:..:.i .'•::.•,::.::•„• ••.:•:. ...:.P•• ,•,: .':.:..::.•:::..: i:. ' - :"„. ._:.,..- . :•.:::•' :. .:•.,: ..."..••-::.,..P..'... .-•••f:..• :;':..-.:-i:.., .„:'!,•.'.:,:.:.:.'•...; : .:.. :- ::• .. ..:.' •..:.... Y:b,!.)„:,:"..1:...:..':•.... :.. .::.:• ,::::„:.. •......::.. .u...,:.:,:.;•P-],::„:•.. .. ':.: :•,':.. ...,,,.::.. :.:....:.;i '::-:•':::..... .•.:: •M:,:..;. -::.:.„;•: .:,::- .:••::......,:::.:.••.. ....:;,„:••• : :•::...::.„:"'....:::..•,:•'.• .'. .::4.•::.' •. . ,.::. ::'• ....'... , .: :, ; .,::,..:.,.::....:, . ;.. .:•.:.•'..::.•, ,:,,.•:.:.'.•':N. ,•"...•.:.:'.: :•, .,•,:....:-'. „'. :•,„. :.:.,:'. , •, . . „•::. i.. :...:•.•:. .•:.•.:7 'CoMPletedbuildingpemltipOli F4t0 •...,.::.,:..:•. . :.: . .• .,,,:•.. . . .• :.: ;•..,-....•::. .• ...,:;..: , . .'.,;-:.':.. :• (. ::,i.::-:.•;- ....:.:::-. ... . ::.;..:::.,.. . :.,::,:.,...:! ,.... ."i',::•...,:.‘ . :." .:..:::.:..•...::.. .i.,..:. ::.l‘:, :....::.„ ,. , • . '?,..;: ..-.: .• ' ::.:.':..,..e. ;. :'..:..ih.. '.::'.:i, . .:.'•.. ,.:. : .',.:„i:.:'*. .:..'• '....::.. ...,::”. .,',: •..;‘ -...: ;.:.,::-.-,...':.•., „!:, „'.':,:.• . -.::„:,.:,•7 :'.::.-..',•:..:....::...".•,'..: ::.. ,-:::. ,•!.' .: „..:.. •.. :.::," :•:. :.:. .. .,'•,.... ::.. ..:.:... .•.:.:....'„•.:...:,. .-:•:.'.,•.:. . :. :•..•::,. . ..:, •:. .' ...::.. „': :.,:.:.... -:•.::1.••::, .:::.., ....„:, .:. f;. :-., .-::•:. -:9.,.. 0.,..:•. :.',...•...:..:.:,.:,. . ,.,. ....• :”. :: :..‘•,. ,'c:,, "„,.,:.., :, i. • ,::,) :., .., : ...:. ,',., .. ::..: f......,•...:„:.: ::•„.:: .:..::f:„. :•.."...:::. ,i a. '...„„:.'..:g :...„'.”, . .: ..s' „..„!. ., .,. .:,:. ..: :......,::t.:..,..: ::-.. ,.,. .:.„. .:40.:.,::,!, „:. ,•::. -.. :..:....:. ... t , ,.:. .i: ,..:..".,i,.:...;: r. ::: ..,:: . ,.. d tenant) Assessor Account Number Two (2) sots of sIte:,l6644r!:crteii t spac .'EXI§OFg.i4•proP9_ 6d parking 4: 47CSOaP9,6116:(110)1103?!e '.1.!,c ange of uSP) JI .O!!a bIdi0.0 ••Tena9iiat9i ise•° djacent(cO W6i.t).ienabt ;r:S 9!! FloorlPli.if PF9-iieO.teiini:4P,66 Tenant iabelled • :ekit:c9o,F.eg rees Patterns • "NeY:Wi4.6xistl99._,N, and Ils:Ai be.eiiO4)q Construction .4?!1!!4:4flonPsKO—,rn.k111construction ti4net194,,.,.... ,,....o.:, ,-... . .. . ..::, f ritta67T!ntfpr:1196ii 4F?ling: c.oddi:ral:PCiifaiiPPP:iia0ed:Y irW4shi0 to6.sta.e..icense6 ...' .,: . . .:. . engineer may be requ:red if slructural worh 15 to be;dene.(2fsets,: : .- •: sets) NOTE ilany utility work separate applica bon.a and plans :.:: . :....::.:.. :•.:.; .:.,.'.:... .:„. letter 'is required prior to final Inspection end sign of/ of the permit.'• ... • • • : : . • . • . • . . • . Completedbuiidlng permit appiicati�n •.: Two (2)•sets of Plans,•which include:, :•••• : . : • '„ : • • „ . Site Plan • (showing building and location of antenna/satellite Details antenna/satellite dish and method'of•atiaehrtien(?::.::••••••.• Structural calculations .stabed. by a Washington.Stsitelidensed.;:•:::::,...;:::.; engineer may be'rebuiteid:',::::•.*:-:.-..:•••• '.; • • ; R ES I DENTIAL:.R BM() • . . .• '•Completed hUllding• 001.init'40)3110q006:1(06k.forlijaCti; structure) Ass�ssor . . . . . Acc�unt Nthiber. •• • .-;*.rwP:.(2):Sets:of: working drawlngs, which Pncludo • ..1 . Site Wan Foundation plan Floorplan 9eof pion • . . • : . .:•t;iPcji!O!ng • • • • cross secon Structural framing pians andplans must be submltted .• • • • • • • NOTE:. Budding sito plan and utility site plan may .be combined.. See • utility permit application and checklist for specific submittal requirements. AdcUtional topographical and soils information may be required if uniqua site conditions.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P N0. (206) 431 -3670 Proje e A A /) M 7 tt r ;(.S, Type of l ' ki \ Adidress 43 4th" Called: Date Called: _ J-- cI tk dal Instructions: Dade wants ,f ,,7 — / V" -- G/ 7'. am. p.m. Requester ,i //1,,�.�(/ ..-e_ J� Nw �J+� -- o 90 Approved per applicable codes. _C.�_ Corrections required prior to approval. COMMENTS: >- Ro 6 on YY1on j kc r 0S5-)< wed 4I o $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Date: Recept No.: • We; '1 INSPECTION RECORD' Retain a copy with permit `' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0045 PERiIRtI`N No� (206) 431-3670 e Pfl (c3,, : f' J j- n .7 i f o niSr a' it /A b iM '3 q- :.e _9 Special instructions: Date Wanted: ,-9. — /0 q.n.))1. .m. Requester. GIN 1 Kona No. " _y(z) ❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. // /q Date: ❑ $30.00 REINSPECT! N FEE REQUIRED. Prior to reinspection, tee must i : paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 roj , - I LA T . a, • , . po n . : .• ye . A L ..I less, 1(0 Ps-V 5 I :, — —C1 lnst • : Date Wanted ...... c i . . . . . . 07 r n • . Requester: Akii rj 1..42-e.....,) Phone No.: r9-- —6q00 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 1 (7,.....pe5 Ai e ILAN V.q"..'P . 7 A-cr c_ / A1,54 4.-A-71N e‘i n I k.--v13 S -r-r) 1 C it,--i6r-1,--f, D,Nt A vt. T144:,--- vvi ‘i3O L...F.- 1-4 A-1ZAk t Q 1 0 . 0, t .A.-1--.0 A jQ A c-c-r75-S 14-cl Lc WV:TRW-ea-- -'--74-t- PY, • CN IV k-v-9-0-S -1-0 F-t t4A-A— Kt) 4./.1-- CA nnatri"— v' pelt+ CAA 4ze, AT -ilk ( S in 4- if--A0?) 4 rAfi 1•1 \-1,1 a_ te ArpeociA(siCCE. V4-1 3 5 C (-VA Roc S-111:17. C.13 o•J SA M144-- --rt vv‘P• *JV■ FA CM 1(47132, I PIST-A-t`t• Al-LA #.1 f 14-Srlt-lACThf■•S . 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • : • : e: INSPECTION RECORD �. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 613 - oo y5 (206) 431 -3670 Project: C t m R op-Q r-t i/ Type of inspect ion: RW i n a I Address, O - H D �4 S Date Called: Special Instructions: N 3 .. oo S-7 Date Wanted: am. p.m. Requester. Phone No.: J Approved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. taiAdim , Date: O $30.00 REI16SPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceOt No.: -j Die: INSPECTION RECORD Retain a copy with permit p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. COMMENTS: O Corrections required prior to approval... Cl•4P tJ </ ille %sV D .00 REINSPECTION mcs E REQUIRED. Prior to reinspection, fee must be paid at 6300.Southcenter Blvd., Suite 100. Call to schedule reinspection. Pate: A (S �%. Ade. ) tech : �Dat Special instructions: ant .m.. v� -09 00 Approved per applicable codes. COMMENTS: O Corrections required prior to approval... Cl•4P tJ </ ille %sV D .00 REINSPECTION mcs E REQUIRED. Prior to reinspection, fee must be paid at 6300.Southcenter Blvd., Suite 100. Call to schedule reinspection. Pate: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �S 9,?- PERMIT NO. (206) 431 -3670 ro ect {',e1 // Z /S Type o nspedion� ffs / /ui .) /'a....J Addr e7 d yi , 1 A 4« e. Date Called: � - r3 Special Instructions: Date Wanted: J . am Requester:, // u le oa Phone No.; c, i%' ` C1 % G Pi Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Inspector: (0 93 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.. ecept No.: Dato: SPECT • O. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 46 3 PERMIT NO. (206) 431 -3670 Project: J-�' / a I 1 �6. u s Type of Inspection: K a r`) 1 r) Address:. / Ad 4f/ - u //,4'i4 e.. Date Called: A' <� c/..? Special instructions: Date Wanted: Ja C, 3 a p.m. Requester: / Phone'No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: [Inspector: Date: 45 / 93 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ` ' 1 2 . . I V ( r 1 / - VI ' rj YPeo nspectwn: Address: 192,0 r o ,Mi U j t 5, Date Called: Special Instructions: Date Wanted: pi f 6 r� '.m. Requester: ill / U,,. Phone No.: . (5 0q0 '0 Approved per applicable codes. . Corrections required prior to approval. 7lAl� /1i[owirdr rA ..see" 406 • O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: .'1 _..:f I.Yi i 1dVei" ti9a: ii 1 �FdtN eLd..: t , 0 INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BId., #100, Tukwila, WA 98188 • roj , ., / i. 6, Pee G , ype o ns.: .. ion: Addre ,: V4 4 Date Called: . -.3/-93 IS 0-Aroll— N%\) csit— FIGA-tni 1 fJC-, poc-,A NI wHt t 4 Sp ,a Instructions: SHoWS TWE 5 o., e....g-rITTArtcV im <4-1,1‘ 6 L,-- it-S / nis71- Date Wanted: -c'i.3 ame—ii. Requester: / / /el /AIL- j 4,1 /■J CC.4)567^ In/ AAA.- t b-J /)14-3"V a-- 13 ,e)=7/1..y Phone No.: IV /)-1 L.. rytt km 1,, Grit-3 cp, ,,2 0 . c. 1...et I ,,, Irk, ,,t »1. 0 Approved per applicable codes. Corrections required prior to approval. • COMMENTS: )f- 447 &c1'- 51-Yin s..- Si 4-4 QC ,.--12...c . ) rAirl L. 9--A Prents T.,r-tA s..3ir.S uoT1A (S) "M e. 14 frl 0C-11--- (4-1) LEL I t. ■J 6 I S'r I4 A-,,x;...q . IS 0-Aroll— N%\) csit— FIGA-tni 1 fJC-, poc-,A NI wHt t 4 SHoWS TWE 5 o., e....g-rITTArtcV im <4-1,1‘ 6 L,-- it-S / nis71- 0 F- phe eiz4oLA-IIIS Oo v, 6.A:- a.../STS • 5 p„up cow tag-. exi-L9A (KT1C b tif-PLIS ' 'TO 12- ' A-A U1113Szr FALL. /AIL- j 4,1 /■J CC.4)567^ In/ AAA.- t b-J /)14-3"V a-- 13 ,e)=7/1..y IV /)-1 L.. rytt km 1,, Grit-3 cp, ,,2 0 . c. 1...et I ,,, Irk, ,,t »1. t • 5 Soiree ti v1-14.0 1-1k.k S E- 611.1 iv 6 <'' 5 o crul(--- VOLt r-41. rie.,(55 Jo/in- 7DLEtzce-5 Au.: Au....mv e-9 4 1' MAX. _CAP '14° ihATILA (,k- CAP. Ccg..... (21) X ..(NN roil..4ot-74 QT.' . 0 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: ,, rte_ /(�.-, L 4 s- 1 ype of Inspection: 46 f'.4 ,(-1, ( . Address Date Called: Special instructions: Date Wanted: // -7 la - / " 1 a p.m. Requester: / Phone No.: :aSrL "'(.) CJE: Approved per applicable codes. O Corrections required prior to approval, COMMENTS: lel A rAistiewe.„Amemsammarim i O $30.00 REINSPECTION "EE REQUIRED, Prior toreinspection; fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. i:, 0. INSPECTION RECORD 0 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, TukvvIla, WA 98188 613-- PERMrr P40. (206) 431-3670 Approved per applicable codes. 0 Corrections required prior to approval, COMMENTS: ,56-4-22 0 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: re) 2//7t5 ype o ns . p : a r b • -1/ 5 0 : ,..... .n? --F Special Instructions: Date Wanted: — ) ' am.. Requester: — ... ...al ... / Phone .: - -- —. 041 Approved per applicable codes. 0 Corrections required prior to approval, COMMENTS: ,56-4-22 0 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7E5q3 0045” PERMIT NO. (206) 431-3670 AA „p)1 -(LJ YPe 0 nsFect ' ,t) ,5rt-atha Address. l 36 48 40 ,4-t/ Date Called: el— ,- d-- 9 3 Special Instructions: Date Wanted: Op.m. Requester: pproved per applicable codes. 0 Corrections required prior to approval. com mEws: inspector: 1• o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IRecoil No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E3`t3- PER NO (206) 431 -8670 Project* 11 D� Y S Type of Inspect `' ' gA.. .At�� S�p�rnstructions; Dale Wante`7"d: "16, _g3 am. .m. Requester. f �, n // Ptane No.: 0113— DC) n n Approved per applicable codes. COMMENTS; 0 Corrections required prior to approval. 0 $30.00 REINSPECTION r E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; INSPECTIO RECORD Retain a copy .. th permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Proje* i M . Pr D VI it P S Type of lnspectioonn __I ' *3 s Addpg: �,� Date balled: "T ` /� '� w.Ta Special Instructions: Lo 4 Z.,. Date Wanted; ! l e:/ tip p.m. Requester: c j (me.e ____. phone No,: 211,, — OC Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' ; ,2 L_ c. vn-l. s a CA p 0.. w.Ta b'r iJ C; 151d!2Vel I.- f i./E7 11 eg eeR -0∎AF0 PVA -8JS, Iinspector: ( -� L L Date: 4r— rq^ 3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: STORM DRAINAGE Permi t No: PW93-0057 ' Issued: 04/09/1993 Status: ISSUED Approval Letter: 04/06/1993 Project: C&M PROP. LOT 2 Expires: 10/06/1993 . Site Address: 13043 40 AV S Location : Parcel #: 734060-0904 Watercourst : Wetlands: Slopes: N Sewer: VALVUE Water : 125 Contractor L i cense No. : CMPROI*088JN . . •., •7-0.(r,0*,".,,,M.I.,,,,,,,, OWNER C & M PROPERTIES INC Phone: (206)243-0900 5190 S 166 S T, T U K W I Le)::,-,''§10iii7.7,41,7,-... CONTRACTOR C & M PROPER T I ES,.IN:(:::-------.14,:R11 on e :' 206 243-0900 5190 SOUTH 6,<41, 6 6.. 7./ H. 7STREET,,4 P T-4 U K'7 W ILrA 4! WA 98 g t le',4 . , :: CONTACT MORGAN NADINE Pho,.v. l * , ( 206 ) 243-0900 5190 S 16.S1, TUKW I Lv9p 1 Bk e? e ' *******************A 444*:4*********** if ******************A** •,,, li hii• 1 *.:. OA Additional Permi V!Dtscri tiOn:- ,,• •. . .r, , ,,,..,..,,,,,,o , „,,,, ROOF DOWNS POU:1Y TIGHTLINE: -(*() DI TOO, , .. , . . ,. . Exist ing ItiquareFtet.f:,,, -x- ..",4' ''',::,,;, V V',, t Add i t ion91 . Slua re FeetT,: New Squar*Feet: '.12000 i Y 1 itC,,,. v^ li'I'V 1, .,, () Inspect ipl), Fa.0 '-'4.‘:>'.bo ., / ,. -- ., •A c c4t NtV':N�:.412/.342.400 Plan Check Feg: ,,,10.00 e--- AccL NO:000 .830 T ......„..1,,. O rAft FE E .131 _•?...,4-25 . 0 U 4Y; r ; " . '1 i I i, „<rlw:,::'•' /,,i: Al, NOV: ) „..4 King CountmoValuat ipn ::9 ..,,:::: ''''''"N \ p,,o, ev. ir Via 1 ue"of ;Construci) 0 A t3,611 .00 A***********),;414,*40,**;******4**wkokk**141e*AW**A44".***A*********44****A*** 'gee , , 4, Permi ts whlyoh haqt ‘laksed beyond the e>e014aqdn .!'0a-t•l:shall re4 I re) ap;vf - 'A wi I I hereby alc,(itpt ,W, s permi t kndc't-,s, to 'I'ap la/-al 1 .,,,:app 1 i cab le st.,c,t1 orts,i,of the City of Tu;eWl 162.,:Mun i 0 pa 14.;-caile .:, ,I.LW*0.gree, that the ' Ci ty of Tukwile sh611 be held harm 1 iis f or'a 1 1.,,4 or anYr, claims a'r44's i g..'a4,-;":C1.! result of t1110' project 1p) . r e-app 1 i catiiin and o'r e issuance of the perIWtIgitbugh the ::: 0:::ii a'dtiti t lanai f ee. OF WORK AT .LE,e1-24 HpURG'Jp ADVANCE . / 1-0 SOHEDUAEv-AN I NSPE,C T ION;e:GALL THE APPLICANMUST NOTIFY THE CITY INspFuRR/uR. 069m77:NT ANDAqMPLETION VA , '0'1 % i'? ) . '1 ' .1,..,,P .' ',Ij .s, , 0 H4 ,,, 1 .!,,, A41 , 433-0179 „...„). cct,,,,.4, 0 a S i g n a t u r e : - /' 44(.1?,?...vr.L... ;-:.. 20-7'.4.41:_,, 4, ,..;,i, Date ***********;;7.4*777*i(W***********A******************A******4*************** APPROVED FOR I'SSUANCE,4X,; JAP Issued By: _ D .... .......... ::1) •:) (,) a t e.::, ,..,4-.. Author i zed Fermi t"•:44C,',(0,6z.-eirp.i.gn.almter.-.;.4.,ts,,, _ ... **.********.k*.k***.k.k.k.11***.k.k.k.k.k.k*.k. ei'-..t1,!!‘ 9C; "`,"A-44Y*4044.jek**'0(41/4'k 01 '01 *'k'k*.k.k***.k.k.01 * .k.k.k.*** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the . project approved herein. Final Inspection Approved: Inspector Signature Date City of Tukwila Department of Public Works John W. Rants, Mayor M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISIO DATE: APRIL 6, 1993 Ross A. Earnst, P. E., Director SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS C &M PROPERTIES, LOT 2 13041 40th Avenue South Project No. P92 -0044 Activity No. PW93 -0057 Contact Person: Nadine Morgan Telephone No.: (206) 243 -0900 THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLAN APPROVED ON APRIL 6, 1993: Permit Fee Storm Drainage $ 25.00 Two copies of the confirmed Utility Permit Application, Form and approved plans have been inserted in the building permit file. JP /cd cf: City Utilities Inspector (w /copy of plans /application) Development file (w /copy of plans /application) cd.d25.o &mlot2.upa 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 1 • City of TuI: iila Central Permit System - Engineering Division oo 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 I 7 -- CC)� Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION rED121993 Appl 'on }q ( -)0 `.4 PROJECT INFORMATIO Property Owner: Street Address: Engineer: Street Address: Site Address: �, • N Name of Project: Lc, 4- Z M Pro. -1 BPS, )6Crtk TUK'WiLA PUBLIC WORKS Phone No.: 243 - 6960 4-• coma u Sc,✓t C' G,n s IA 14 N 7 tc 7D ✓1c) n11C. Contractor: t.\ N( I 0 ,'Trn( Street Address: t f G S6 . 16 & -I 11 King Cty Assessor Acct #: "7 3 4O o 0-0 963- O City /State /Zip: I t,, L4 J!i q' 16 Phone No.: Z 2 2_ City /State/Zip: K�,�� -- u )R. ) Phone No.: .2'8 •-696 6 City /State/Zip: " % -t. /cwi lc OA 78/"• Contractor's License #: Cj M ('' Ro t *O`G‘6Z3 tJ Exp. Date: 3123 /93 Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydr. (main to vault) - No.: Sizes: Flood Zone Control Hauling Land Altering cubic yards Landscape Irrigation Moving an Oversized Load Est. start/end times: Date: ICK Sanitary Side Sewer - No.: ❑ Sewer Main Extension ❑ Private ❑ Public X Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: — Sizes* Deduct ❑ Water Only ❑ /.Jb)2S Water Meter/ Permanent- No • _L. Sizes* f �� ❑ Water Meter / Ternporary: - No.: — Sizes. Estimated quantity: Schedule: ?v /if4. Other: u�- WATER'METER DEPOSIT /:: ::;:.REFUND/BILLING BILLINGS`:T0 Name: Phone No.: Street Address: 'C]. Water Name: Street Address: ® -Sewer Metro DESCRIPTION. OF PROJEC' ❑ Multiple- Family Dwelling No. of Units: ❑ Commercial/Industrial ❑ Hotel ❑ Motel ❑ Office ❑ Retail New Building Square Footage: MISCELLANEOU • ::INFO:RMATIOI ❑ Standby JSZ Single - Family Residential ❑ Duplex ❑ Triplex City /State /Zip: Phone No.: City /State/Zip: ❑ Apartments ❑ Condominiums ❑ Other: ❑ Warehouse ❑ Church ❑ School /College /University ❑ Manufacturing ❑ Hospital ❑ Other: ❑ Remodel/ Square footage of - - building space: aOUd Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $--"1- : I <HEREBY.CERTIFY;THATI HAVE .READ THIS APPLICATION: AND KNOW THE; SAME TO BE TRUE: AND CORRECT .; Applicant /Authorize , - Contact Person %� Agent Signature: (' °-� . '?� (print name): l V e>d i ,f .e Mc..-e' 4 •) Print Name: I Vo (0, 0 _ i C-r / 3°--4 Address: ''.1 `U so. /66-ft, Date: a /t I q,7 Phone: , 3 G - -U kwi l (- 7 / Phone: 2--,:/3--690 G ' Date Application Accepted: 11 Date Application Expires: 04/ 22/92 titA 0.5...t.....••••°'7 --- ----. . • I / Z :pa 1 ...'.. ........ ....-• ....... 11> 0 --.."-' w cr — 4- • ›- -Q1C)UhCfl Z LO X 14.. — • 0. w . z I-- F- - .- 6 ..2.3c1.(r 0 ow 4 lc.; co _ in „.• Li .- 2 Ct 112 r--h— In° SF) Ws" . . :.',I ?.., ..--- CI I ti.1 1 > 1 0 t kJ 1 o ar .....z. ti, w . 1 57 0 0 5:1 1 lig 114. _ __ ,"1.' up A i.,..: a. 19") ,i __:,j-r7,_--,) 5134.,,R3Artift. AI- CITY OF TUKWILA, WA TRANSMIT *44 ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 93000433 Amount: 637.00 04/09/93 09:49 Permit No: 893 -0045 Type: B-BUILD BUILDING PER 1/M2/93 Parcel No: 734060.0904 Site Ad'dress: 13043 40 AV S Location: LOT 2 Payment Method.: CHECK '..Notation: C & M PROPERTIES. Init: SLB ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Cade 000/322.100 000/341.703 000/356.904 Description BUILDING - RES BUILDING -RADON MONITOR STATE BUILDING SURCHARGE Total (This. Payment): Total Fees: Total All Payments: Balance: 1,035.1.3 1,035.13 .00 Paid 612.50 20.00 4.50 637.00 GENERA GENERA GENERA TOTAL 10.00 15.00 612.50 2639.00 CHECK 2639.00 CHANGE 0.00 9653A000 14 :43 ** h****************************** ** * * * * * * * ** * * * * * * * * * * * * * * * * * *** CITY OF TUKWILA, WA TRANSMIT ********************************* * * * ** * * * * * * * * * * * * * * * * ** * * * ** * ** TRANSMIT Number: 33000437 Amount: 25.00 04/09/93 05:57 Permit No: PW93 -0057 Type: Pot -SD STORM DRAINAGE Parcel No 734060-0904 Site Address: 13043 40 AV S Payment Method: CHECK Notation: C & M PROPERTIES Init: SL8 *, ******************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * *. Account. Code Description ,Paid 000/345.030 PLAN CHECK - UTILITY 10.00 412/342.400 INSP FEE - STORM DRAIN 15.00 Total (This Payment): 25.00 Total yeas; Total All Payments: Balance: 25.00 25.00 .00 CITY OF TUKWILA, WA TRANSMIT *******k************k*****k************k****k**************k*k** TRANSMIT Number: 93000192 Amount: 398.13 02/11/93 15:56 Permit No 893-0045 Type: B-BUILD BUILDING PERMIT Parcel No, 734060-0903 Site Address: 13041 40 AV 8 Payment Method: CHECK Notation: C&M PROPERTIES Xit.. DLM ********************kk********************************k********p Account Code Description Paid 000/345.830 PLAN CHECK - OES 398.13 Total (This Payment): 398.13, Total Fees: :11935.13 k, • Total All Payment: : 398..13 Balance: ',637.00 9\\\c1420(11 ik 1 CITY OF TUKWILA Address: 13043 40 AV S Permit No: B93-0045 Tenant: C & M PROPERTIES Status: ISSUED Type: B-BUILD Applied: 02/11/1993 Parcel #: 734060-0904 Issued: 04/09/1993 ****************k*******k****************************k*******************k* Permit Conditions: 1. No changes will be made,t(Ohe'plarl,s, unless, approved by the Tukwila Building DAyll.;21Cht:' 2. Plumbing permit shaly:be obtained through th6.:Seattle-King County Department of Publie:,HeOth/'''Plumbgng will be inspected by/tha't agericihcludin'g 01 gas-piping (296-4722). - 3. Electricalermit 'shall be,obtalhad through the Washington State Diflilorrof Labor, and Industries and all electrical , work w1A1 ;be2insPaCtacrby that agency (248•6657) 4. All mechanical work shall be under separate permit'thriiugh the Cfit Tukwila. t . y of t , , 5. All pariMits, inspactionj-ecords, and approved plans shall' ba, maintOned-l-aVailable at?the job site , prior to the start of anylp014ruCtioh. TheSe, documants,are to be maintained avap01-uA9 final,inspec00 approval is granted, 6. NotffY the City of.TukwilaiBiii1lin4,61visioh. prior toL plaIng any,:conor'e-,ThiSiOrOCeatieis'Inddition to'apy' , req4rements #or'1 so60101-10ecticip., 7. AWWoodto remaih'in,AlaCed„Ccncretshalljbe treated wood, B. Eng4WaeraCtrUss‘dratng'stcalcul,ation,,:shall be on site' and*failal31e to the 6,4Wohg 160,a,ctpr,.'fOr. Anspection purposes. • Documents shall bear the seal :and signature cf4 Washington State Professional Enthiha'erv:, : 9. Any 'a: pcsWpsdlations backing mate0a1 i Shall jlave,a,F4Me ill Sored'flj/a0pgof,:-g5 or less, andlateria'll shall bear itlehtiV ficattOn\showing the fire perform nCe ratihgthereof. v 10. All construction to'be done in ccnformah5e4witn apprcved /4 plans arWrequill*teniSpf the Uniform BuildIng Co40199/ Edition)*NamenApd by the04ashington State Bui140,Co*:;, Uniform MeCknidiT',Code (1991Ectition), ind Washington Sate Energy Code'4(191 Second Edition). , ,■ .2'";,"4: j . 11. There shall IM4p,occuoancyiii-Vtbr040ding(s) untljt e final inspection 64 been by Tukw144Bbilding g! ;., Inspector. ., .7, "v-' . '!..- • 12. Validity of Permit.Theauance of,-ap*EM'it-dr approval of plans, specifications an'd-CbiiipAt4Kibphall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. G1!i " tai', :i1 "°'zjtvi- ..';.dcl��Ttirl,.-n M:`.,. H:�};��r+L'•'':,3`� ltd' F�` ii�i��iwiL' �r'.:.`:'} a' V:' t^''?!'., �`, �` Sc, �M. jc��ryYS� ;�;r�;�.'r�'...:+.+.:Rr�, -'�_, a•:y•�.�:,.: (.• • rryfYlw+t4rnb City of Tukwila Fire Department Project Name Address p/A John W. Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. 0e93 ~ ony.S V Retain current inspection schedule Needs shift inspection INICM Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: J, 1, %s Authorized Signature FINALAPP.FRM Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA AUG 5 1993 PERMIT CENTER * L EV S ON SUBMITTAL • z� DATE g r PROJECT NAME ADDRESS I 3 61C) A� CONTACT PERSON / C Irf-hSEg- PHONE 7 "d4:e ©© I ARCHITECT OR ENGINEER p t4/,-) I J R,jN /E i c r 4 PLAN CHECK/PERMIT NUMBER 0C9cf TYPE OF REVISION: b2 `t' `e -M )IJ CC F-A-ZJ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Thit---t) TJXpert Software Ver. 4~09 PLr730D SUPPLY, INC. (20L.' 485-8585 Residential Floor Joist Glued and Nailed Decking Tues 8/3/93 11:43 am Filename: CMP124A.L05 JA# 1 MEWED CITY OF TUKWILA ��� AUG 5 Deflection Criteria: L/480 live, L/240 total .600" max. �n�~ � ^��� Standard loads: 40 psf live, 10 psf dead, 100% duration PERMIT CENTER Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif.(psf) 0/ .00" 5'10.25" 60 15 100% Unif.(psf) 5'10.25" 20' 9.38" 40 10 100% XXXXXXXXXXXXXXXXXXXXXXXXXXX%XXXXXXXXXXXXXXXXXXXXXXXXXX%XXXXX 6'1^00" 14'8.3B" Reactions (total): 240# 1114# 4020 Reactions (Of): Total 180 836 302 100% 170 669 242 Dead 11 168 60 Calculated Limitation Moment (Ft-lbs) • 1408. 274% Shear (lbs) 401° 234% Live load Deflection .11" L/999+ Total load Deflection .14" L/999+ NOTE: 4% increase in bending strength taken for repetitive member use. • ************************************************************************* 11 7/8" TJI/15DF joist 16.0" O.C. spacing *************************************************************************** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan and Keymarh Enterprises, Inc. 1988-1992 tm TJBeam is a trademark of Trus Joist' MacMillan, a limited partnership TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist M/cMi1lan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with • Trus Joist .MacMillan product design criteria published in their Dealer Products literature. Refer to those Guides for • installation and application-information. • TJXpert Software Ver. 4.09 PLYWOOD SUPPLY, INC. Tues 8/3/93 (206) 485-8585 11:43 am Residential Floor Joist Filename: CMP124A.L05 JA# 2 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total .600» max. Standard loads: 40 psf live, 10 psf dead, 100% duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif.(psf) 0' .00'/ 16' 6.50" 40 10 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX ========------=================== . - 16'6.50" Reactions (total): 552# 552# Reactions (plf): Total 414 414 100% 331 331 Dead 63 83 Calculated Limitation Moment (Ft-lbs) 2280. 169% Shear (lbs) 551. 170% Live load Deflection .30" L/666 Total load Deflection .37^ L/533 NOTE: 4% increase in bending strength taken for repetitive member use. *************************************************************************** 11 7/8" TJI/15DF joist 16.0" O.C. spacing *************************************************************************** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan and Keymark Enterprises, Inc. 1988-1992 tm TJBeam is •a trademark of Trus Joist MacMillan, a limited partnership TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants • that the sizing of its products by the TJBeam software will be accomplished in accordance with •Trus Joist MacMillan product design criteria published, in their Dealer Products literature. Refer •to those Guides for installation and application information. TJXpert Software Ver. 4.09 PLr9OD SUPPLY, INC. (20`. 485-8585 Tues 8/3/93 11:43 am Residential Floor Joist Filename: CMP124A.L05 JA# 3 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total .600" max. Standard loads: 40 psf live, 10 psf dead, 100% duration • • Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif.(psf) 0' .00" 5'10.25" 60 15 100% Unif.(psf) 5'10.25" 21'' 1.63" 40 10 100% %XXXXXXXXXXXX%XXXXXXXX%XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX%XXXX 6/1.00" 15'.63" Reactions (total): 288# 1140# 411# Reactions (plf): Total 179 855 308 100% 170 684 248 Dead 10 171 61 Calculated Limitation Moment (Ft-lbs) 1478. 261% Shear (lbs) 411. 228% Live load Deflection .12 " L/999+ Total load Deflection .15" L/999+ NOTE: 4% increase in bending strength taken for repetitive member use. *************************************************************************** 11 7/8" TzI/15DF joist 16.0' . O.C. spacing *************************************************************************** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan and KeymarkEnterprises, Inc. 1988-1992 • tm TJBeam is a trademark of Trus Joist MacMillan, a limited partnership TJI,MICRU=LAM and Parallamare registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist MacMillan product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. TJXpert Software Ver. 4.09 PLYWOOD SUPPLY, INC. Tues 8/3/93 (206) 485-8585 11:43 am Residential Floor Joist Filename: CMP124A.L05 JA# 4 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total .600^ max. Standard loads: 40 psf livev 10 psf dead, 100% duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif.(psf) 0' .00" 9' 4.75^ 40 10 100% XXXXXXXXXXXXXXXXXXXXX%%XXXXXXXXX%XXXXXXXXXXXXXXXXXXXXXX%XXXX 9'4.75" Reactions (total): • 314# 314# Reactions (p1f): Total 235 235 • 100% 188 188 Dead 47 47 Calculated Limitation Moment (Ft-lbs) 736. 525% Shear (lbs) 313. 300% Live load Deflection .04" L/999+ Total load Deflection .05" L/999+ NOTE: 4• increase in bending strength taken for repetitive member use. *************************************************************************** 11 7/8" TJI/15DF joist 16.0" O.C, spacing *************************************************************************** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan and Keymark Enterprises, Inc. 1988-1992 tm ' TJBeam is a trademark of Trus 'joist MacMillan, a limited partnership T3I,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing of its products by the TJBeam software will be accomplished in accordance • with Trus Joist MacMillan product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. TJXpert Software Ver. 4.09 P '/OOD SUPPLY, INC. (20`. 485-8585 Tues 8/3/93 11:44 am Residential Floor Girder Filename: CMP124A.L05 BM# 1 Deflection Criteria: L/360 live, L/240 total Standard loads: 40 plf live, 10 plf dead, Member weight added automatically: 5 plf ^600" max, 100% duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif.(plf) 0' .00" 12' °00" 167 // 8 100% Unif.(plf) 12/ .00" 20' .00" 167 6 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 7`4.00'/ 6'4.00" 6'4.00" Reactions (lbs): Total 578 1493 1350 513 100% 540 1392 1274 484 Dead 39 102 76 29 Bearing Length (Post or Metal Plate): 1.50» 1.50» 1.50" 1.50" Bearing Length (Wood Plate): 1.50" 1.50" 1.50" 1.50" Calculated Limitation Moment (Ft-lbs) 1015. 879% Shear (lbs) 620. 636% Live load Deflection .02" L/999+ Total load Deflection .02" L/999+ *************************************************************************** 1 3/4 x11 7/8" 1.8 WS MICRO=LAM LVL , 1 ply *************************************************************************** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Trus Joist MacMillan and Keymark Enterprises, Inc. 1988-1992 tm TJBeam is a trademark of Trus Joist MacMillan, a limited partnership TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the. sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist MacMillan product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. TJXpert Software Ver. 4.09 PLYWOOD SUPPLY, INC. Tues 8/3/93 (206) 485-8585 11:44 am Residential Floor Girder Filename: CMP124A.L05 BM# 2 Deflection Criteria: L/360 live, L/240 total .600" max. Standard loads: 40 plf live, 10 plf dead, 100% duration Member weight added automatically: 11 plf Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif.(plf) 0' .00^ 11' 9.25" 586 145 100% XXXXX%XXXX%XX%XXXXXX%XXXXXXXXXXX%XXXXXXXXX%XXXXXXXXXXXXXXXXX Reactions (lbs): Total 4367 100% 3449 Dead 919 Bearing Length (Post or Metal Plate): 1.66" Bearing Length (Wood Plate): 2.08« 11'9.25" Calculated Limitation Moment (Ft-lbs) 12851. 138% Shear (lbs) 3633. 217% • Live load Deflection .31" L/450 Total load Deflection .40" L/355 ° 4367 3449 919 1.66" 2.08" ************************************************************************** 1 3/4 :11 7/8" 1.8 WS MICRO=LAM LVL , 2 ply ************************************************************************ Design results shown are for maximum load combination's at critical stress. • COPYRIGHT (C) Trus Joist MacMillan and Keymark Enterprises, Inc. 1988-1992 • tm TJBeam is a trademark of Trus.JPist MacMillan, a limited partnership TJIrMICRO=LAM and Paral1am are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho.. Trus Joist MacMillan warrants that the sizing of its products by the TJBeam software be accomplished in accordance with Trus Joist MacMillan product design criteria published in • their Dealer Products literature. Refer to those Guides for installation and application information. TJXpert Software Ver. 4.09 PLArOOD SUPPLY, INC. (20L , 485-8585 Tues 8/3/93 11:44 am Residential Floor Girder Filename: CMP124A.L05 BM 3 Deflection Criteria: L/360 live, L/240 total .600" max. Standard loads: 40 plf live, 10 plf dead, 100% duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif.(plf) 0' .00'/ 6' 9.50" 40 10 100% XX%XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX%XXXXXXXXX 6'9.50" Reactions (lbs): Total 170 170 100% 136 136 Dead 34 34 Calculated Limitation Moment (Ft-lbs) 288. +999% Shear (lbs) 170. 553% Live load Deflection .01" L/999+ Total load Deflection .01" L/999+ *************************************************************************** 11 7/8" TJI/15DF joist 1 ply *************************************************************************** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (0) Trus Joist MacMillan and Keymark Enterprises, Inc. 1988-1992 tm TJBeam is a trademark of Trus Joist MacMillan, a limited partnership TJI,MICRO=LAM and Parallam are registered trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Trus Joist MacMillan warrants that the sizing ,of its products by the TJBeam software will be accomplished in accordance with Trus Joist MacMillan product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. E_ -*.o e-eS 1 M;: -I kkk crfri . Pe: R:rik.1 re, F>e-,..jvc. 1 V cam. a C.•� �.ti./ / /�'�'i j,,�,f 4..�a. Ted WHI» :9 . £66T ST 'unr ..:t i . I M.I. M 1.1.'. . ./ . . j 90ee 91'S 90C TOO 'oN 9•OHd 1HN0111:1Ne191NI 9OeiWW00 140.4J Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. City of Tukwila 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? if none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individua I R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal require ments of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. WOO Plan Review (For official use only) OPT I II OPTOIII OPT I 0V OPTOV R -38 �`` OPT Vi OPT ViI (s 2 stories) (s 2 stories) 0 0 Selected Option is appropriate for this dwelling design. YES ❑ No ❑ Option _may be a better choice. Notes: Appr i' ( Page 1 of 6 HVAC AFUE Glazing max: % of floor U -value 2 Door U -value (R- value) Ceilings: with attics vaulted Walls: above grade below grade interior °C exterior z .78 12% 0.65 0.40 (R -2.5) R -30 R -30 R -15 .78 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 .78 25% 0.50 0.40 (R -2.5) R- <:'R-1 R-19 R-19 '<:<it' >f9 >r<`: 10 R-10 • R_1<0 '< >' R -10 <R :1.0 >< R -10 '. <; 1:; i0 <; •g €: Floor R -19 R -19 R -19 R:19 R-25 :R .25 , >ii. R -10 9 -10 R -10 R =10 R -10 R :10 . <'. Slab on grade Footnote: 1) The "k" symbol means more than' or equal to; "s" means Tess than or equal to. 2) Glazing trade -offs may be mado,tf the Option , tJ, -value requirement isn't exceeded. :...: < >: i ;;; ::> :> : >::, ,.:: >::: s:; •:::, is I 19 0 PERMIT CENTER WEES/NORAD /APR 8, 1991 COMPLIANCE REQUIRED INSPECTION APPROVED IMPORTANT: Supply information in the shaded area by checking the Ey appropriate circles. Disregard topics that don't describe your building or equipment. D_CLAO_Iplace checks in the two left columns. WSEC Foundation phase requirements: Inspected by Date 0 Insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). GIazing elficiency required under the selected opUon • ' shall.bezt45 U70,(00tibn:1) t. . Symbols used: equals > greater than less than a greater than or equal s less than or equal UPDATED APRIL 0, 1991 Page 2 of 6 COMPLIANCE REQUIRED IMPORTANT: Please supply Information In the shaded boxes and check the approprlate circles. Disregard topics that don't describe your building or equipment. NJ) N_OT place checks in the two left columns. Glazing /skylights by type (S. 302) No. Manufacturer See the Washington glazing directory Frame material It Layers Model # Z 1' Area (Ft2) Uo value Tested? 2 2•. 3Co u.1-17 Yes U �t 7 Yes 21 3.5- 12— . -30 3 U. -j7 u. `-/.S U.`4 Yes ® Yes Yes Yes t2� Yes f- U Yes 0 U. Yes 0 Yes Single Glazing (No more than 1% of floor area before doubling, S. 602.7.2) U Yes Type:Wo , /0„.( .0,1) No: 1 Area: 3 X 2. (a U. Yes Q Type: No: Area X 2 U. Yes 0 Untested Glazing (Uso only default U•valuos in Chapter 10, S.502.1.5.1 (4)) Type: Type: No: Area: U. No: Area: TOTAL GLAZING AREA (Add entire column) - ---- lazing ar:ea(S 602 8 1) ;IS derived by taking the • 2 and dividing by :the total conditioned 0.6r. area 00 This value can't exceedthe glazingpercenta (Option Documentatton insufficient; 'your..selected.o values e jusfihed by Mfr testin Glazing alr leakage(S. 502.4.2 (c)) measures shall be met as follows : D fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer ED CD Concealed insulation shall be placed: Eg behind shower /tub gbehind partition studs /corner p is Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : Ebetween Sole plate /subfloors partition stud penetrations jwiring /plumbing /duct register penetrations (2 light fixture/ flue penetrations . 1 rim joists /mud sills (heated lower floors) 2 around window and door frames Page 3 of 6 COMPLIANCE REQUIRED INSPECTION APPROVED CI CI IMPORTANT: Supply information and check appropriate circles in the shaded boxes. Disregard topics that don't describe your building or equipment DlilLal place checks In the two left columns. /s,,APP: 444 • OsIV..,4 os; Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): Location Minimum at .25 w.g Mfr./model Fan label CFM(.1W.G.) Kitchen fan 100 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Laundry fan 50 CFM -Foicenrsi- 0 50 CFM (1-2 bedrms) • .73 Whole house fan 0 80 CFM (3 bedrms) (choose one) 0 100 CFM (4 bedrms) - ..„ . . " .... . .. . . . .... *Whoie house lan also serves as .. . ... ... .... ... kitchen ........ .......... ................................................................. . . .......... ..........bath spot .... ..... fan, 11 a spot lan is ...... ...... ler CFM requirement . rating :( 1.511 attic.fan close than 410 ceiling) ........I central ... integrated fo.rcedaIr furnace ventliatlon •wholehouse lan instead of fresh air.iniets in the bedrooms: (es. •..Q 1 yes, a 6" outside air Iniet duct w/ barometric • i . ... . .... .................................................................. ED ED Mechanical ventilation fan ducts shall be 4" and properly sized using IAQC,Table 3-3. Fresh .air shall be provided • . • ' . • ... • 1 . . ... • I I One bedrooms. �. alr furnace which delivers • • ••'• '••:;1•••:•::•.1:::::::::••,••••••••• • ••• fsit 10 rated, with no slots or holes in cans, caulked orseaied betw�en can and ceilin Any UL Iisted fixture enclosed by a 1/2".gypboard box or other manufactured.box w/ 1/2" clearance 10 combustabies, and 3" ciearance 10 insuIation • WSEC Framing phase requirements: Inspected by Date Page 4 of 6 D INSPECTION APPROVED I. IMPORTANT:Please supply Information in the shaded boxes and check the appropriate circles. Disregard toplcs that don't describe your building or equipment..D_CLIiCaplace checks In the two left columns. WW1% AVW: NV.n" Xie)^:,WIMOV. '" BExterlor slab Insulation, if not located on the interior, shall be R-10 (Table 5-1, 6-1). EDInterlor below-grade wall insulation, only if none on the exterior, shall be R-10 (S.502.1A.10) ....... .... . 0 Wa11s including rim joists, shall be insulated without compression to (Table OR-15 balt (Options Lil) R-19 (Option 111, tV, V, VI. VU): • 101":iil0#14k:ti*00.:.:W•611:•51'.:::ti4)1•::16:::•.in01afea::M :•ciu :OR-15 (Options 1, 11) . • ... ••• • • 9::.(Opticins::::: .s.:;:::Sha elns.iiiatedwithoUtitompreS.SiorMo.::: ...e EDS kyll g ht wall insulation is installed and equivalent to the required wall R-values above. • . . Vapor re.tarders shaIIb nstaIIed.toward lhe .,*afM...,:dt4t10* Grourid source heat pump COP �. 3.0 Furnace and heat pump Options may be change before July 1, 1991 WSEC Insulation phase requirements: Inspected by: Date COMPLIANCE REQUIRED 2A•;{ ir.Gl..�;,'•.�.il:4l l:L,G (: �;W; ..::7 ;`i,:;l, I..i7;11 ;;1 ....... x.14:0::.2... :J:': :T:;`;:s;' _ - {�<• ;:'}<:: ::� `j iislb �iir :::{ri':.: &.zJri..r. .; �'w:'. IMPORTANT: DO NOT place checks in the two left columns. Exposed foam insulation shall comply as follows (S. 502.1.4.7): Protected with metal or plastic flashing, or other suitable material that extends below grade. ® Insulation is approved for sub- grade, exterior use and properly installed. Airflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) CLoosefiII insulation OK if (S.502.1.4.5): f maximum ceiling slope not > 3 in 12 ❑ A30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ED6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall eCiearances shall meet listed minimums between insulation and (S.502.1.4.2): ❑ chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) Attic access shall have wood dam or equivalent to retain loose fill Insulation in attic(S. 502.1.4) All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). Service hot & cold 'water piping shall be insulated to R -3(S. 503.11) Service recirculation hot water piping shall be insulated to Table 5 -12 QHeat pump thermostat shall have progamable capability (S. 503.8.3.5) 52 Thermostat provided foYeach HVAC system with range of 55 -75° F.(heating) (S.503.8.1). 53 Readlly accessible, automatic or Manual means provided to restrict or shut -off Heating input to each zone or floor during periods not requiring heal (S. 503.8.3.1). Controls for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). Mechanical ventilation ducts shall have insulation z R -4 in unconditioned spaces (S. 302.5) Mechanical supply ducts in conditioned spaces shall have a R -4 insulation (S. 302.5; Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). 9 Supply and return a i r ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). HVAC plenums, supply, and return air ducts shall have R -8 insulation (Table 5 -11, All options) Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off 0 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) 0 Temperature settings 120 F. Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). Swimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover o Piping insulated to S. 503.11 All fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glass or metal doors. Solid fuel burning appliance(s) (S. 402.2) shall have: ❑ Tight fitting glass or metal doors o Outside combustion air source directly connected to the fire box ❑ Exception: Non - direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. Radon monitor shall be supplied to the building (S. 302.2), �WSEC Final phase requirements: Inspected by • Date J Page 6of6 Department of Community Development 'March 18, 1993 Ms. Nadine Morgan C &'M PROPERTIES, INC. 5190 South 166th Tukwila, WA 98188 Rick Beeler, Director RE: Short Plat Application #L92 -0039, and Building Permit Appl. #B92-0044, -0045, -0046, and -0047 for 13041 40th Avenue South, Tukwila Dear!Ms, Morgan: Attached is the revised Agreement for Storm Drain Repair. As we discussed today, I have revised the section which specifies the deadline for completion of any storm drainage repairs. In the revised Agreement, any storm drainage repairs must be completed by July 31, 1993, and prior to "final inspection and approval by the City of any building or structure on the property for occupancy and use." Thus, your building permit application will not be delayed due to construction work in the roadway. However, the homes will not be approved for occupany until the City is satisfied that storm drainage improvements are complete. Please review this change, obtain the necessary signatures, . notarization and King County Records recording number. After I receive the recorded Agreement I can authorize release of your funds. Please let me know if you have any questions on this. Sincerely, Ann SiegentYfaler cc: File John Pierog, Public Works Denise Millard, Permit Center 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670,•. Fax (206) 431-3665 • water 2)i46C1 7/o. d25, .161. e01u4 Telephone: 242.9547 DATE /,/// (�j .7 TO: P.O. Box 68147, Riverton His. Br. SEATTLE, WASHINGTON 98168 AL1 � c (1, Arm, (1v (: r Jd , ;751 e) ?".0 / 0. 766(4 -i. j4,1 (4 ;,,) LEGAL DESCRIPTION OF PROPERTY OR PJOPEFt7'Y ADDRESS: l' 3 ;:'7'( t, / y, .9i<' SIZE OF MAIN SERVING. SITE IS ; 6 INCHES. MAIN 1S -5) FEET: FROM THE SITE. THE NEAREST HYDRANT I APPROXIMATELY'ZCit; }FEET ,THERE I5 APPRUX1MA'1'ELY (D0a GALLONS'PER. MINUTE. FRAN (LINPEARSI Superintendent ANN WILSON. 01 lice Manager Oflice: 2849 South 15014 SINCERELY 'YOURS, 6 ? tom. FNANKLIN . PEAHSUN FROM . THE SITE: asgiEwn r,4AY Y 4 "1992 CITY OF TUKWILA::� PLANNING . DEPT. f City of Tukwila -JJ John W. Rants, Mayor Department of Public Works February 24, 1993 Ms. Nadine Morgan C &M Properties, Inc. 5190 South 166th Street Tukwila, WA 98188 Ross A. Earnst, P. E., Director Subject: Utility Permit Applications for Lots 1 thru 4, 130XX 40th Avenue South (P92- 0044) Dear Ms. e an: The subject submittals were reviewed at the February 17 PW Plan Review Meeting. These submittals are outdated in that they do not reflect infrastructure development as I. previously approved on January 5. The bio -swale is in reality a rock -lined ditch at about 15% grade. On Lot 1,. the sewer line easement needs to be shown and properly. located. Culverts under driveways need to be concrete or reinforced ADSN -12. All houses need sprinkler systems and this should be noted. Storm drainage from roof downspouts needs to be shown and accommodated. Infiltration systems are preferred if soil . type permits. Cut /excavation /fill /backfill and haul quantities . need to. be .identified for each lot. Iam enclosing our standard Revision Submittal form for your use. Please call ine at 433- 0179, if you have any questions. Sincerely, John A. Pier , P.E. Development gineer Enclosure a/s c f :?ermats Development File CD.D25.0 &MPROP..JAP 6300 Southcenter Boulevard, Sulte #100 Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax. (206) 431.3665 Sing County Department of Assessments King County Administration Bldg, 500 Fourth Avenue, Room 708 Seattle, Washington 98104 • (208) 298 -6195 FAX 2980595 February 10, 1993 Ms. Nadine Morgan 5190 South 166th St Tukwila, WA. 98188 Re: 734060- 0903 -09 Scott Noble AssesWr .FEB 11 :8993 v'r4;,,,i LA-,i4iE Dear Ms. Morgan: We have your request of February 9, 1993 . to segregate the referenced tax account to conform to City of Tukwila Short Plat #L92 -0039. Because of backlog and /or staffing conditions, we will not be able to attend to your request until mid March 1993. We see no reason why we cannot comply with your request. In the meantime, please feel free to use this letter as official veri- fication that your request is on file and the work will be performed once conditions allow. We thank you for your patience. Please call (206) 296 -5141 if you have questions or need further information. AM:ss Very Truly Yours, a Y\(- A. Martin Abstract Section Supervisor DEPARTMENT OF ASSESSMENTS 500 - 4TH AVE. ROOM 70(' . SEATTLE, WA••98104 -2.04 • FORWARD AND ADDRESS CORRECTION OFFICIAL - VALUATION' CHANGE NOTICE FOR: FOR TAXES DUE IN l 1991 PARCEL NO. 734060-0903-09 THIS IS NOT A TAX BILL OLD VALUE LAND NEW VALUE 46000 52400 MAILING ADDRESS PRESORTED FIRST CLASS MAIL U.S. POSTAGE PAID SEATTLE, WA PERMIT NO. 213 PLEASE.REFER TO PARCEL NUMBER.WHEN INQUIRING CHASE MORGAN PROPERTIES '179999. 5190' S - 166TH TUKWILA WA 98188 • • SEE REVERSE'SIDE City of Tukwila John W. Rants, Mayor Department of Community Development BUILDING DIVISION February 18, 1993 Ms. Nadine Morgan C & M Properties, Inc. 5190 S. 166th Street Tukwila, Washington 98188 Re: Tukwila Building Division Plan Review(s) B93- 0044, B93 -0045, B93 - 0046 & B93 -0047 Dear Ms. Morgan: Rick Beeler, Director The initial plan review has been completed by Tukwila Building Division, and additional information is required to document compliance with Tukwila ordinances. Attached are plan review comments that apply to each of the proposed dwelling plans. Please have your designer incorporate these requirements on the plans and submit two copies each of all revisions or requested information. In addition, a copy of the specifications and installation instruction sheet for each gas furnace is required for the mechanical permit applications. Your application(s) will be routed to the Fire Prevention Bureau, Planning Division and Public Works. Upon completion of their review and approval, your application will then return to Building Division for final review and approval. If you have any questions regarding this process, or you need clarifications to Building. Division comments, please call this office weekdays between 8:30 AM and 5:00 PM. obert Be edicto, Sr. Plans Examiner Enc. 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 � t B93 -0044, B93 - 0045,) B93 -0046 & B93 -0047 C &M PROPERTI , "'LOTS 1,2,3,& 4 PLAN REVIEW COMMENTS: 1. Door marked bl, from garage to kitchen shall be a self closing tight- fitting solid wood door 1 -3/8 inches in thickness, or a self - closing tight - fitting door having a fire protection rating of not less than 20 minutes. 2. A one hour fire resistive occupancy separation is required between the garage and the dwelling area. This separation may be limited to the installation of materials approved for one hour fire resistive construction on the garage side. Show on drawings. 3. Show a beam size for the garage door header. Also show beam sizes for all window headers. Include grade & species for beams and all light framing members. 4. At least one handrail is required for the interior stairway. Top of handrail shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings. Show requirement on plan. 5. Closet under stairs shall be protected at ceiling and walls with material approved for one hour fire resistive construction. (minimum 5/8" type "x" gypsum wallboard). Note requirement on plan. 6. Specify proposed concrete strength, and reinforcing steel grade. 7. RE: Foundation detail "B ", Submit engineering analysis to qualify sill plate bearing requirements as proposed at detail "B ". In lieu of such engineering analysis, detail "B" must be revised to show full bearing of 2x6 sill plate onto concrete foundation. Note: In any event, show on detail a proposed method of protecting exposed perimeter insulation. 8. Show smoke detectors at hall at top of stairs, and at each sleeping room. Smoke detectors shall receive power from house wiring and shall have battery backup. Note location on plan. 9. Washington State Ventilation & Indoor Air Quality Code requires the installation of exhaust ventilation fans in the following locations with the noted performance rating: Kitchen - 100 cfm @ .25 inches water gauge. Powder Rm. 50 cfm @ .25 inches water gauge. Bath Rm(s).50 cfm @ .25 inches water gauge. Whole house ventilation fan: min. 50 cfm max. 75 cfm @ 1.5 sones. Show proposal on plans. .11161166.,CONVERSATION RECORD DATE: ] / G'�� / e(-->33 TYPE: ❑ Visit ❑ Conference MON TUE WED THU TIME: A.M. FRI SAT SUN P.M. Telephone — 0 Incoming 0 Outgoing Name of pe son(s) contacted or in contact with yoU: 4 Organization (office, dept., bureau, etc,)) Location of Visit/Conference: SUBJECT: f .'/ /7/ 6 FOR OFFICE USE ONLY SUMMARY: CfP,LIPNE CALL) rYw O /aTESS_(9...LCITIME ,. } PHONED RETURNED YOUR CALL. PLEASE CALL WILL CALL :•AGAIN, ;,>CAME.TO. SEE YOU ANTS TO SEE YOU TOPS s FORM 4003 ■+urr.+rramwarwrr 1.11110 �we.rr f CF-712. i .. e-r7UY! G)/ 6 640 0745/- c°rJ s . �c'� / t cZ'le 77/<' .. __�� / / /Z. ZG?ac i e % Z,e. • ./'cGGU -f 1-?-7. -.,e4.-. 72v /72sf , i ltiC�, i -5 /,t ' ,7 Cn7/ 5el ie. - f''. Gf,'7.GC /L vO s- /1-67ti3E'S Gad e 4 , .4474-L4' j'-6' 'zc c , ine.: • doe. f ' e, ,C) ,c" G f' A, , rh /2 (). 4 GSG 671 /L G � 11 i ' i2 s /_ , i - . / i2 tr roc- -e- 4)Led A& 6ZW F 442)- cage Z- 4Z4-ed 40/02z,ved Gefc.7,-arCe&W, 744,4-06/ C //Gt.6; G6?)l( l ' >'e-LnGu 7 .a2 e GeiIGC' � 3( /v/5-- CIV--11,1 , ,44f-' a &-t. .4-Gerfray 'Signature: Title: Date: (.c1; . tt • , • •'' 1 j4 ,11:, • (fr • WM, 4 FKOPg/R7re N z 1)7„.3)Eilt, eametarrio. ouo•cm■ 41.11101.0 0110■011. • IMMO .1.11012•41 . , 6.44=1, 400,N91,1•• • • 0.77,0°. mimosa 9400E: HYtov) RxE ftwarat *Ammo *rya • ' • 7 • ,••;;;-"• •=';"&ci.A" r r#T2Proolaweria**Oftliggi'dk • ■„ , To 'ID SEAvtc..a L.JL • ,. •• • 1•.:1 ; . . • • • • • • • • • •i 1.4. • . agyoftwased~ VVE5-r wim161•64.01166n , , • . ; , r- , • , • 'r - . ) • .••t- • „,•,..4 t • 1. , .• 111111111/11111111111111111111111 III 0 16 TH5 INCH 1 2 11111111101111111111-14 1 ' f4113 4 5 Ill I 6 7 ..p itilii otii,t, 9tit,411111111111gillii iiiat,,,i11111, ., ......,,,, . . ..... ..„,...,........ ,...., . „..........,............,..„........., .... .., _ ,..., , 1 NOTE: -if the microfilmed document is less clear than this t . ' notice, it is due to the quality of the original document. I , t , OC 6Z ee Le 9Z 5Z 47Z I CZ eZ Le OZ 61 et hi et st .n et et Id 01, 6 8 L. 9 e -17 c e t "V4 0 IIIIIIIIIIIIIIIIIfflIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA IIIIIIIii 111111111104"1111411Billt.IIIIItillitittlf I . I i - -- • , — . . .. , IIIIIIIIJAII IIIIIMIIIIIIIII IJI,IIIIIIIIIIIIIIIIIIIIIIIJI IJIWIJIIIIAIP IiIIIIIIIIIIIIII/IIIIIIIIIIIIIIIIIIIIIIIIIIIIII!■111111111,1,111111,111 1 • • , haVArce- PLktj Lor RkQE.P...-roNi 1,07-5 13c y (-to AvE . 114-e: Obien4 ("4-1(1-.r. otr. r- OF e r i z o i t c . . r 6 - e t R t VE Fr. 5 t g. 1 wralwFikeicki TkiftC:r3 01... UM 05- JO OF Pl...kr$ PAC.th..".. 74i, k) frT 1/41 OCt Cek >Orli VJA.S Ik.) CI' 0 NI Cr 1 7 CHASE MORGAN PROPERTIES INC, scale l'Itt FILE COPY 1 understand Clot t: , -73 subject to error.) •and ornics!:rn 1 z cf Mans does not authorize tho ci crq adopted code or ordinance. Receipt of contnactor's copy of approved plans acrbowledied. CITY OF TUKWILA LOT `.TTI, Jo APPROVED AI APR,v8 i. r is9 , t Aki ' 1.7 PSF.C;;EI 0 9,1101DIN •DIV SIOM Cllr OF TUKWILA FEB 2319 93 PEROT CRITER • • s • • , SEPARATE PERMIT RE9UIRED FOR: CHANICAL TRICAL P MBING ErGAS PIM* cnY OF TUKWILA BUILDING DIMON — . _ . a KEY switch /20 v 240 v 0"fiets light fixtures telephone television ••••■••••■••■•••■••••11.11.1111.11. ••••••••0/.41.00.8411760..141AW*04...4.1.11...9..*•00110. GROUND ■■••01011.011NP1111.1.101.1211AOSPRIMPOOVIIMINfOr 101.111,0.171/40 s.141,1...■14.0V.04.111.4.11~614.1,401.110104e- FLOOR -24-- -20' - • • • • • • •■•■••• • • ....2..•■■•■•.....14.sla ....•••■••■••••■■•••••••••■mor wrowarmy ea./maw/ft — 0.10.1•••• allna••••• 2111110,..• 0.1111•1.0.1w .11Maiminrre •rommounr. Oftwwww 4.... ■•••••■■•• 4m/raw. awl•••••• 41MaMmine — .1161111•5 1 gypswp 1 -ay' GARAGE /95(23' ---- 1 4"concrete slab E4-1251 11 1 amp. e CC,‘ service I • . ' tle.1111rrealIMMILYNA01■•••••■0, .......+4,.....11.11W68.■••••••444/ won., .....11........../........*NOle•••••■■•WOO.11■11..7.0......”.../.9*......,■..0400......{.0ft...46/..10.5•04.1%4/1,..11.t&WAX101~1.••0411V....4011■11114.14....af.."...“...4.....1.40.11.4),WIWIler.~W~q0461.".1.0.0VIIMIIMW10,11.141011.10.~.11100410.1111.011401KANNINIVANIF. 1--- ----- bath fans stairway 'detail A UPPER FLOOR 2` wowel. swIllmotiona• 8' •1011WO 11050•11■• MIC•Flifo ammo. to 0 c iC„ liour.t ire res, coir::;tru Iron /MO, (7.9p,5,x6e.16 /e et .5 cei CW/Giliq 1-\Hqs (---//40)50 1') 1 1 .110.01111110. 6 1 1 41•I4 er 1111101/011.10. 03.111•3••••• 711,•■■4•■•••■• 1.11.111..1011.11.4~W*Allftillem.•••■•••■■•■•■•■•■.",,... , -4 ir . •-•°, • • I %i •*-";14'$0.2V-'.-10;q1,.:,4..=-5..:Iii,:c-:;:::, • t, - • aftrIONINI MONO= 01101Siel. bc vt;ardnoGAIt 202071 (JP , CP ams■aws, .11,1.71•••=a •■■•••■■■■••1. •01.10,1111.0 0.1.14mam. exwee•••■ Oosiplauor. altin.•■•• 4.owatocr •••■.....•••-•.--(4••••• 3 46 ca. 1..3. Aft. allio varz.. •••• aaa. 41.o. ads a ',Mk as a MIP 12,67 -z-:--pot4 A:tvu-1474zierryb /Dc'/ . Ae- --myrocr- &4~ raa-.•••••*.•..w.*I•••••••■•■■IoIL.ulon.MLor..Ae/e•em.*w'saooesp•awaeW■ate.s**WVI..a• .../••••=1/6•MisoistedRY. Save liAes detail B (3) 1 1 1 ' CNI INCIMIIMPT .107111~ 419072/BM• yam. AiLIMPAP2/042~A~k1...11.11.7..00-10•TM.T..,../.01...410PA.OMOPIA.....1161...arw.~1. ../101WIDOMMVMA41.1¢0.11,.....**/*/‘.041/Wityt ••■■••••••■••‘*2* 6 111111111 Pill 10 TtiS INCH 1 11 IIJlIlhlIIllJIIlIIhIII 2 0€ Z 8 Z /2 9? G Z 1 1 . • imp li rp pic , II 4 5. 6 7 f.. NOTE: If the microfilmed document is Jess clear than this 111 11 1,01.4111p notice, it is due to the quality of the original document. i7z 'Ez zz tz oe 61 et (111,11,111 1111111111.illy L 91 G et Zt 1111111111(11111111110111111111 11111,111 14,41111111111111111111111111111111111111111111 9 10 11 • ..DE.GERwm 12' 4, • se+vaamalaimailavt. • 9 s C t v4 vi /1.1111111111111111111111101,11,.111,111)1.111111,1111111111,11.1,111111111,111 CITY OF TUKWILA APPROVED AP 8 1 93 0 --131 ',WI NIG DIVISION — CHASE MORGAN PROPERTIES, INC, 243 0900 546 0994 scale CWOFTUOILA FEB 23 190 Pam CENTER • . • ••: • . • •,• .• • 4:7 •- • • .• • _ • .• • ' pL,&) or5 PL./to LoT 3 1 11 y 201 ropr000lle.414...r.orV /CM • ar■i.,■■■•■■■■■•11111i.■ goar...vf, moesofte. Ot..11•10,7 ••■■•••11. (MPlara■ •■■■ •■■■ ■Mila ■W ■ .1.1■■■••■•■■••■••41....4■■•■■■■■■•..• ■•■••. 611.111P■1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • vas•lms...tAlti.V41.011S.,,....11,.....r,,,, .80.100 Noimomo ookemeas atmonos. ei.mino, ./m.ltorad• ■■■ 1-1 1 Comaz..Er EL. O. 00 5g.c. " Coa-REnc. gL1 0_00' 1 1 8' L 1 CohJe-Itg.rE SAAB Et.. t2.5 RN MI 111111111110 SI OR El am • lit it* al 1110011110 MINIM .1111111111111101 poi 5Ec 0 a. SeaD SEC. 1 r .11■1■1. IR11.7011.11. .1■040•11111 ■••••• ariolalW ■••■/. .■■■■ ~ N O * i f * * . rooms • 4 1 W ~ • • ■ ■ ■ • / n _ - 1 CogaRere 31,e e EL. 1,25 • 1 ■ftl■ ■■■ ■1■110., 4111601O11. 111■1WP .11116.■• I.11,0017 *f mmortmew ••■■•■/• ■■01 4■11171111 .11■■• SEc..A 1 01■1111■ _a. 1.0111111.■ <11■1■S •01,,■12117. ••■••••• ■■■ Wm■Cs.....4■■•■■ cis-T-101os s-oo T 1 ) jiAt),p4k. sAcK AA I /, mor.A. F.-1_1.f:-. (kiirl'",:...A6 .Z.5- 670 At_C-10 M f<A.t),rf. 1)1.1.31<c.! ■■■■•■■■■■ irl71.■■•■•■■•••• ....■■■■■■■■■■■■■■■■■■■■■■■■WWWW■■■■■ 6 rebar grid typical ..4V0061i4r...4,WILI#X14060AVAKIC40 VA44411'.1-C',4 1+ '..1,h.e.■!" ',fa- . • 4" slab polymer membrane 2llcrughed rock ?e oso. trim • • ■■Wwwom■■■■■■■■■■■■■W 1......■•■0■1■Wile■S CHASE MORGAN PROPERTIES INC. • R ve Rr 0,0 Lirrs For-0A) dientoko (4..tdvs Los I 2 3, .1 " anchor bolts max spacing .0.001,11•1.641.461.40.41 .11•••1110.11 1 I 111111 be I • a I no I. 4.1..9 R-1017 insulation alv. flashing ........1.1.1.0.10.010■10,11•11111/ •111.111•••■• ••■•■■■•■ RE1YSSI 3 C ofasmaroorameffelorimilasAOMPOSANNICs• 1\ 1 1■■•■■■• • •■■■•■••■•m■WeitairoM■••■■••••■•••••‘..........11.....• " ■■■■•■■•■■■■■■ it :4*WA44C • - , • • IijlIIIIIIIIIlIII 1111111iI11111111111111111111111111111111111111111111.1111 tilfrft 111 I 1 1111 il I II 111 i 441444111 1f413 4 7 8 ( 1 mitt: If the microfilmed document is less clear than this 0 16 VHS INCH 2 • notice, it is due to the quality of oc 6Z se 1..z 9Z gZ CZ ZZ LZ OZ 6L 81 a 1111111111110111111111111111111111111111111.11,1 1111111H Mk( 1111111U11 1.1111111111.1101 Ilk 1.1 1111 Ilk 471 the 'original document. c‘ El 11 01. 6 8 1,01,11,1 IR11!11)11141,01HI 41„4111111111111I fIltIIl 9 ' 10 • r. 1111111111)111111111111111111111111111.111Ilh111011111111111111 11 WADE IN "'WM° I 1;)L—. I D • CITY OF TUKWILA APPROVED AP '• CITY FEB 2 3 1935 PERMIT CENTER ING DIVISION 1' WIMIN•St0000000•••••■••■• • . , • , . , • • 1‘. leg trr FM/44114j: j4A PAt-Er<e3, ALL 42— o'k dle211 te)rplywood cedar fascia 10.041 •••4.1.11•••••••••••••••••••••••■•••ss R-38 insulation double 2x6 • top plate inicrolam 050LAT Et) 8B5h."2x6 c studs 24'b 2x6 bottom plate "TG decking II787-cil joist 2x6 top plate 4x/2 header micro/clm (iPf-0400-m) "2X6' studs 4"oc • • rmi-,-rdta Coimi,$) iR. CHASE. MORGAN PROPERTIES, IN. 2430900 546 0994. IVI$ION rEi.:ENED MY O RJKWft.A " FEB 2 3 I99 FERKT CEW • ,....r4kritarexviat*..eaw,),,r.o#4,144m7f:Ar, , . d...e..0, „.....„,-4.4t13772--..-!w.-.7,,,...,_.:.4.,:::...-,,?.::„:-.,...f4.-....:;ili.,:..:.,i,:-.:* f ;:rf.;t4';;‘..‘'!-,.../-. .e 'f1...., '. i ,;.,: ' i 4: '.... <, "?.: li, ,`,' L. ,.?..'..: „ ,s e el- ..... e ;,, .: /..^.'.7...0.1.4::,...6.7‘..4S:10•14:7=.=-.; . :t's.' .,,.. • .,.., „ 's. r s. - • - y.r..: d;'Vl.PS.':?■ks'.-f ..S-it,.S.Fr't, ■:'...,',1"., " ,... , , • .•,-' !' ' 'Is., ...kr74,04.-,sit.fr;','!,:',%0M4;ltr4FX*1,s',...'"-.''f67tM .14?1,144:+:4JAS:',4'.:4:4%.-12,;)!:,:t.,-:,;,:i.W ":A...,i7::.,....4:4:0,,..'4. 4::.:*.,,,,,,..,-.-..;-. .. ' ..,..., iiiiiiiiii111111111111 iliIIIIIIIIIII Ilill 1 illj1,1i iliRFT'i 1 r 1, NOTE: If the microfilmed document is less clear than this II lilt 14 1 '111 1111111 1 111 1 1111 1 1 111 1111111 . 1 1111111111111111111111111 11 ' ''''''ir tilohi11111111111111 0 is ...is INCH i 2 Pr/3 4 5 7 8 9 :I 10 11' WM IN OERMAM 12 11 ....' notice, it is due oc 6 8 /..Z 9,Z FR. 47e eiZ L 03 6L 611nrinfinhOndmdmilOni Indip 114 jukulluguilm44404010 to the quality of the original document. a 91 GI 4/1 I 11,01111W I I I el zi 11 Q, 6 9 9 G ININ 0 tUti11.1,1,141111.1,1,11.111111,111111,11,1!1! V,1,11111,111111111)11, lijill1,111,!,111111111111111111111111111111111111111111111111111111IIII .......,,a,....t . .t.44.:.';.%7::...`:.0 .1.1XliC.4417:-.,-cv,,,.,' -.....,., .: ...... . - .-.: r. "7.-.),Ii•-.X..-:.--f.' 4,:.1.4::,471":")..44.7....U..:,V....,.:-4tfik,,1; 1/4'1 /,;(, .s.,'44,04VAialf.- TI.‘;41-',."4.3VAii54.,...--,-‘4.4reg3r.4.":6414300: Ark .: ; '', .., ' .'. : • - . .. ., : ;•■■•■••011%••••••■•••••1•11111.1101•Oes. •.••••••••■••••••••111114 .3 • •■■••••••••••wwwww•rowntantomprwee.c.•■•••..0...•••••■••••• WINOMMITAIIIMIrMIIMPIMONWIROMI.I.1.41•101,...1,111.1.11.11111.• BACK ELEVATION building height 22' moadita.1.••■•■•iform••440/6O.11.00.••••••••■•••■••10,411......r04.1.100.10...••••1•4wit ceiling EL /775-is ••••••■•••■••.1•••, es 32" upper floor EL 9,1 ceiling EL 8.0 ground floor EL OD raised seam metal. rccf w .continuctios ridge vent SIDE YARD ELEVATION • f t 1.` r • 1 x12 vertical grain fir colouinn cladding 6" cedar bt.aveled siding w /4" reveal TUKWILA APPROVED AP 93 STREET ELEVATION GARAGE SIDE ELEVATION Pi 11 NG. DIVIS1 CHASE MORGA N PROPERTIES INC, 243 0900 546 0994 CEIVED OW OF TUKWILA FEB 23 199 PERMIT CFMTR d0.1..,10.111.0,M•011..16MS .0•11ea•CPCPAI&INIMOIFFPOPINIIIOWIlle 11110•1•••■•••M•Ilttion..14 lelleMeefteeelen•Wieb 16440.tad*Wito••,•••000•••••••••■•311••■••••■• " thydrierusaarowlinparvotarowlettiveraserwroottow 11 MADE *4 KRR4g 2 111111111111i 111111111111111111111111111,11 1111 111111111114'. ii,1.41111111111 1111111111 - " 11 0 le THS INCH 2 *lit13 4 , 5 6 7 8 - 10 NOTE: If the microfilmed document is less clear than this ) 1 ? . notice, it is due to the quality of the original document. OE 6e. 94 LZ 9Z GZ ' CZ ZZ IZ 0? 61 et 41 91 91 VI. CI Zt LI. 01 9 11111R1 11111111E 1111111H 11-111t1.1 Illin1,11111,011, 11Ij Itibidngoldpphouloitiollinquenr,110,tplil)!Hliti! - ' 0 e Z Pfi'd 11111111111111111111111111111111! ! 1 nI11111111111 aagiaVamset•two.ft•••••••••••■■• 17 '',4,t'-i.f.;■6',:...,..7.147.14,St.UW,...W•.:".de...:Ati-4'4.-14:43^440*4t.44.4CegidW-740,41bril ;71, ;• (- TRUS JOIST MACMILLAN TM A Limited Partnership 12' • THINK SAFETY —READ WARNING AND INSTALLATION INSTRUCTIONS REFER TO TJXpert'" FLOOR FRAMING INFORMATION FORM FOR TYPICAL FRAMING DETAILS AND PRECAUTIONS 20' .- 8' TJI° Joist Materials ITv?�e.� i� bety Lengqllth �i 11 7/8' TJI /150F joist 5. 22' T2 10. 21' T3 S. 17' 74 7. 10' T5 1. 8' 76 i. 1' MICRO =LAMB LVL Materials Ivne product Quantity Watt Min, Bre M1 1 3/4 x11 7/0' 1.8 WS MICRO -LAM LVL i. 21' 1.50' M2 2. 13' 2.50' Accessories and Other Materials Quantity, 11 7/8' TJI 15DF Blocking Panels 13. 14.50” pcs 1 1/4 "x 11 7/8' TimberStrand Rim Board 20. lin. ft. Floor Sheathing 23. 4'x8' shts. Connector Table 1!1L MAIL. Bull." Qescri.otion Hi Xr2 U.63 36 MIL it 7/6' WIMP So164 OH LVL or P. strewn irI ti Al TJI blocking panels n 1 1/4' TimberStrand LS&. rife board Designs assumes glued and nailed deck EXPIRES 9 / 30 / " .sue /EbJ g %s /� r-- 1 PLYWOOD ` SUPPLY 7036 N.E. 175TH L(206) 485 -8585 L 1 480 Maximus'; Joist LL Deflection Symbol Key 77 16 TJI® joist type' o.c. spacing Indicates beginning of 144 joist iayout •— --. — — MICRO = LAM° LVL type' no. pigs, or joist o.c. spacing Indicates more than 3" # bearing required for M CRO= LAM ®LVL or Parallam ®PSL > Indicates beam /girder wider than bearing wall FILE COPY bnderstr.n-.1 subject to . plans does not authorize the visa_..... _.. adopted code or ordin. Receipt of contractor's copy of appnoved plans Iged. ay Material call out label (See corresponding details on backside)3 Bearing Wall Beam or Girder by others Post support Ht2 Hanger type2 Hanger symbol 1 See material list for length, depth and series. 2 Sae Connector Load Table in the pricing report for specific hanger information. 3 Floor details are found on Forms 550, 570 or 56 i. For roof details refer to Forms 560, 570 or 582. Design Loads Non- Standard Load Symbols Tb tt P3Bar Strew) Line Load 50 PSF Totsi Load O 1t Concentrated Load Non - Standard Uniform Load See design plot, Input or design report for magnitude Residential Floor and location of non - standard loads considered..� C P124A.L05 Ver. 3.51 „Au_ Date Ian No. 8' 4e +---- 6. 4' 20' TJXpert I.D.: TJXport filename: Tues 8/3/93 RECEIVED CITY OF TUKWILA AUG 51993 PERMIT CENTER TJXpert" Warranty ftZpertTM The Trus Joist MacMillan products called out on this framing plan have been sized for the scads and dimensions en.G,ed by the computer operator into the TJXpert computer program. The TJXpert has designed this framing plan in accordance with Trus Joist MacMillan design criteria. Purchaser acknoafedges receipt of the Residential Products Specifier Guide and/or Builder's Guide and warrants that the Trus Joist MacMillan products will be instaifed in accordance with the Guide(s) and this framing plan. M loads and dimensions used by the TJXpert to design this framing plan have been specified by the Purchaser and verified by the Purchaser for completeness, accurary and compfance with applicable code requirements. The loads, dimensions and resulling framing plan have not been checked by a Trus Joist MacMillan Eng veer. Form No. 550 USF 10/92 "C' Size Plotter Form_ (17' x 22 "),_ IIIIIII IIIIINIIIII!II II! IIII1J Iltl -l.jl t .t1 (-M111111 .11 0 18THSINCH 1 2 3+ 4 I5 !! 6 NOTE: If the microfilmed document is less clear r ear than this notice_ it 'in dva+ ` to thc. ` nioa 1 i tv -.f t ha nri on non i n'nn iant dill 1111111111111 &I-4,111111 111111 111111111 11111i 111111111 111111111i 10 11' MADE M GERMMf 124 flwJ ce t... T phi Ii ti Al TJI blocking panels n 1 1/4' TimberStrand LS&. rife board Designs assumes glued and nailed deck EXPIRES 9 / 30 / " .sue /EbJ g %s /� r-- 1 PLYWOOD ` SUPPLY 7036 N.E. 175TH L(206) 485 -8585 L 1 480 Maximus'; Joist LL Deflection Symbol Key 77 16 TJI® joist type' o.c. spacing Indicates beginning of 144 joist iayout •— --. — — MICRO = LAM° LVL type' no. pigs, or joist o.c. spacing Indicates more than 3" # bearing required for M CRO= LAM ®LVL or Parallam ®PSL > Indicates beam /girder wider than bearing wall FILE COPY bnderstr.n-.1 subject to . plans does not authorize the visa_..... _.. adopted code or ordin. Receipt of contractor's copy of appnoved plans Iged. ay Material call out label (See corresponding details on backside)3 Bearing Wall Beam or Girder by others Post support Ht2 Hanger type2 Hanger symbol 1 See material list for length, depth and series. 2 Sae Connector Load Table in the pricing report for specific hanger information. 3 Floor details are found on Forms 550, 570 or 56 i. For roof details refer to Forms 560, 570 or 582. Design Loads Non- Standard Load Symbols Tb tt P3Bar Strew) Line Load 50 PSF Totsi Load O 1t Concentrated Load Non - Standard Uniform Load See design plot, Input or design report for magnitude Residential Floor and location of non - standard loads considered..� C P124A.L05 Ver. 3.51 „Au_ Date Ian No. 8' 4e +---- 6. 4' 20' TJXpert I.D.: TJXport filename: Tues 8/3/93 RECEIVED CITY OF TUKWILA AUG 51993 PERMIT CENTER TJXpert" Warranty ftZpertTM The Trus Joist MacMillan products called out on this framing plan have been sized for the scads and dimensions en.G,ed by the computer operator into the TJXpert computer program. The TJXpert has designed this framing plan in accordance with Trus Joist MacMillan design criteria. Purchaser acknoafedges receipt of the Residential Products Specifier Guide and/or Builder's Guide and warrants that the Trus Joist MacMillan products will be instaifed in accordance with the Guide(s) and this framing plan. M loads and dimensions used by the TJXpert to design this framing plan have been specified by the Purchaser and verified by the Purchaser for completeness, accurary and compfance with applicable code requirements. The loads, dimensions and resulling framing plan have not been checked by a Trus Joist MacMillan Eng veer. Form No. 550 USF 10/92 "C' Size Plotter Form_ (17' x 22 "),_ IIIIIII IIIIINIIIII!II II! IIII1J Iltl -l.jl t .t1 (-M111111 .11 0 18THSINCH 1 2 3+ 4 I5 !! 6 NOTE: If the microfilmed document is less clear r ear than this notice_ it 'in dva+ ` to thc. ` nioa 1 i tv -.f t ha nri on non i n'nn iant dill 1111111111111 &I-4,111111 111111 111111111 11111i 111111111 111111111i 10 11' MADE M GERMMf 124