Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B93-0012 - NON STOP BAR & GRILL - TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B93 -0012 Non -Stop Bar and Grill 12600 Pacific Highway South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode, Exemptror ; grief Explanatory Descrrpl roP Statute/Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 51 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. Nokl STOP aA121 40- 6RILL CERTIFICATE OF OCCUPANCY CITY. OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE. 100 TUKWILA, WASH•INf -TON 98188 ka K'';r'' 3 ^�' ',� S,. k' .. t : 4 ° 4 4 ".h. THIS CERTIFICATE 1,466 yY PU�RS''UAN, TQ THErs+REQU,I.REME; YTS aF SE'C�Tjt•.QN 307 OF THE UNIFORM BUILDING C•c`Q 1F�`` CER,T.T:F'YuIP THAT AT,;TH•E - TIME -'O.= ISSUANCE 'ftm'IS STRUCTURE IfY 1 k N 7§ t If t �1, pti WAS IN COMPLIANCE WITH ;THE? \%ARIOUS 'pRDINA( G�Et OF ;THE,6C4ITY J1EGiUL°ATING BUILDING CONSTRUCTION ORA E AND" .ALE. AtPtICABE;iC,ITY. FIRE `OODES .,e �4 F :OR TI?E, FOLLOWING: ,,,(.0.,'J• - , .' '•=•,-, -, 4, �.y 't3'1 of }'p� -� •t' 'v , , i �' °. • ` Bui 1dirig Ade t �ss:5` 2506T ACBFIC" HY rySLL r Permit Nazw }By9 0. ner: W "AN STANLY-T'R1jSr �Fy {.i .. }K. °.7•FrS. ',u p an c RESTAURANT, G`ap!: A -3. . f, Z Pat o s ;1 43406(1 -0602` Occupant: LO.atl;. 294` Type of :Con`s „t :... �.N U P G 4E N..? A T d CARP E1T ..RE.�TRQOM 41 • .nl dT LDINt e THIS CERTIFICATE PSUL4Y POST %l iiE PREMISES 9g/Tukwile (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0012 Type: B -BUILD Category: ACOM Address: 12606 PACIFIC HY S Location: Parcel #: 734060 -0602 Zoning: C2 Type Const: V -N Gas /Elec: Wetlands: Water: 125 Contractor License No.: JOHNSTIO92CA Status: ISSUED Issued: 04/19/1993 Expires: 10/16/1993 Type of Occupancy: RESTAURANT Slopes: Y Sewer: VAL VUE TENANT NON STOP BAR & GRILL 12606 PACIFIC HIGHWAY S0UTH,' TUKWILA,.WA OWNER WERRAN STANLEY - ;TRUST. 12048 10TH AVES;'•SEATTLE.WA 98168 CONTRACTOR JOHNSON T.41-INC., Phone: 206 483 -4237 22122 20TH'UAVENUE SE,:a #159 B, BOTHELL ,; WA: 98021 CONTACT MIKE STEPHENS Phcne ;;206 365 -2651 16607 R0 PL '.NE, SEATTLE, WA` 98155. * * * * * * * * * * * * *::.wvr * ** ................... Permit Description: ADD INfERIOR NON,. 'BEARING WALL'S, CARPET, RESTROOM UPGRADE AND',PAINT. Units: 0 Buildings,: 001 Fire Protection N /A. UBC Edition: ,1991 i� - Valuation: 89,000`00 ■ 'Total Permit Fee: 978 °00 ******************.*****.******** **; * * * * * * *' * * * * * * * * * * * * * * * ** * * ** SETBACKS Back: Right: Permit Center Authorized Signature I hereby certify .,that I have read and: ;examined ithis:' permit' and know the same to Wtrue ''and correct. All provisions ofb law and ordinances governing t};is work will ..be complied•° with; ;whethe.r specified hereln or not The granting, of;`;this permit` does not presume to give authority :to violate or cancel the `:97, isians of any =other ,sta.te 'o'r' local 1a`ws regulating 'construction . ... •erformance of work. I am authorized to:'sign for'and o btain ..:%ej'`r''' r -��^�� ar r�i: `5 . = bate: Signet Print Name This, permit shall become null and void if the work is not commenced within 180 days from the date of .issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILy' ► Department of Ct .., nunity Development — Permit Cent. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking NUMBER PLAN CHECK PROJECT,NAM�. ; 5I bp �: ��� LL SITE DRESS !a(oA[7 )1 S 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. G3-Q'12 SUITE NO. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE IN DATE APPROVED : REQUIREMENTS / COMMENTS ►. BUILDING - initial review I ( _ ikt —`13 2 1(1610 (TED) CONSULTANT: Date Sent - •AV —' Date Approved - a 3-93 ,FIRE If�I4� �j _a' 19 FIRE PROTECTION: Sprin lers • Detectors I N/A FIRE DEPT. LETTER DATED: % INSPECTOR: /.. IN T: V= -" LANN ING 3RD NOTIFICATION ZONING: BAR/LAND USE CONDITIONS? EMI No REFERENCE FILE NOS.: reaCOPre INI : MINIMUM SETBACKS: N- S- E- W- BI PUBLIC WORKS �� UTILITY PERMITS REQUIRED? L Yes No PUBLIC WORKS LETTER DATED:.�ee INIT: eVAR/7' ' "New -0I4 JHPRD diacv 0 /43edzve rb email. c- °"°d' 0 OTHER ',rift „7 ,.Sp��� -, INIT. , i' \BUILDING - final review '' f t � 4. /6 /C ' TYPE OF CONSTRUCTION: _V_ 14 CERT.OF000UPANCY? Yes Q No UBC EDITION (year): ,Gt 6/ I INIT: U ■:' :UILDING OFFICIAL Iq cl,� c /� • � . • I. i IMT. r ft REVIEW COMPLETED AMOUNT OWING: } ^� "1 1 6 • 6 -� CONTACTED D T DATE NOTIFIED ' `, "1 • n "lJ BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 BUILDI PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 PLAN NUMBER CHECK 9'- Doi BUILDING •PERMIT FEE PLAN CHECK`FEE SITE ADDRESS SUITE # (Z(n0(o Ppvcp VALUE OF CONSTRUCTION - $ 'tq, cm Se- '.• A.0 • 1l.° PROJECT NAME/TENANT ))a v.1 STD? DA (2_1 C� �.c c.,L ASSESSOR ACCOUNT # in Qlerr a -- A "73 d , 0 -- 06o2- TYPE OF • New Building Li Addition iTenant Improvemen WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) (commercial) U Demolition (building) 0 Other: DESCRIBE WORK TO BE DONE: 16_i. (Z72&- 146(`1 VtTig -( 9' ikirc c S ._ c{- Q.P'C`t" — t-1 ,Sikh -- PAt --- UPC -d BUILDING USE (office, warehouse, etc.) r 1- 2 b J (REs 1' 1-v,ei i J i —' • ,NATURE OF BUSINESS: ; - ....--y-2_ P-C.) Z3 s WILL THERE BE A CHANGE IN USE? CI No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: C(.1,0-o Tenant Space: (pLi'O 0 Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER �igodczzi -��� �� Usk-- PHONE 2 I ��G 1ZIP 7gl60 PHONE c�r ....14z7 7 ADDRESS ( 2404 g )6 %t 5 CONTRACTOR "'",� ��iQs-nd (, _ 1�C ` ADDRESS Z24 2611: AtJ 6 S 174��L 9 7t lahi: EXP. DATEV PHONE Pi►' 86? Ll Z7 /73 r WA. ST. CONTRACTOR'S LICENSE # J- Di_i_ks-i--T. dc( z p 19. ARCHITECT ADDRESS ZIP "HEREBY..;CERTIFY THAT t HAVE READ.;A. BE. TRUE AND<;CORRECT, :AND. I <AM AUTH. BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT N .EXAMI41 D THIS; pa IZER :T! APPLY..F.0 !PLICATIONNAND KN. IS' PERMIT. : , E <:SAME CONTACT PERSON PRINT NAME i (-- G��'� /�! f. ADDRESS /6(007 3Iz) �-OL -' �lJ s-r-- 1&f-eat is DATE 1 t ` T PHONE �p`TS CITY/ZIP 5E7j TT-tE ?s/55--- PHONE } , g/ r 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 questionsfatkaitayr process or plan submittal requirements, please contact the Departmer IW ui� Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED JAN 1 4 1993 I-- -c(3 , ERNf (-LIMA DATE APPLICATION EXPIRES 7- I _ �3 eircur COMMERCIAL NEW COMMERCIAL BUiLIiINGS/ADDITIONS..:.' • • • ".. • . SUEsiVIITTAL CHECKLIST COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (ono for eaohstrecture or r1 Completed building permit application (One for each structure) - . . • . • • — Assossor Account Number: . ..:. .. .... . „.., ... — : :: :: •• :: : ' • : : :: ... -... .. ,. . . : . . : Two sets (2) of the following: • : ::. :, ........: .:.• . . .. . „ .... , .... . . , Specifications • • . ... : ..... •:::::..-........::.: .. :. :-...........:::: ......: . •:: r1:•.$tructural.CalculatioliS stamped bYa'vvashingtop State Iicod7 •:•.•• • ongineet . . Sofia report by 'a :WashinjtorPtatelicen000iicjincier.,::::•:if?•:-:::: Topographlcal survey • ..... F-1...Energy.:Caloulations• stamped by a Washington State l,oensed engineer or architect „ • • , , ,,,, Working ',drawings, . stamped by a Washington State licensed architect, which include: • : • -'•••••: •:::::::::::::::::::::::::::.."'":•••••••ArchiteCttiral drawings,„:::::,::::::::::.,:,:::::*.....:::::.,..:::::„............:.:,,,... ,.....„:::::.....::.:.....,„'..:::::.1:::::::::::::;•'": . ..... ,, ......,............;:::::.,,,...,..:::::::..t....StiUctOrall„d rawings......,.......,.. ,. . ---,--•-•::::::,,.....•:-:::::::::::::-.:::...1,•:.::::..:...w.:::::::-:: Mechanical drawings :::::::::::::::::..:::::::::::::•:.-,:::::::::*::::.::::-.... . Elevations b :::•:::•••••:••••••'••••••::::":::::::::•::•••:::.:, - -• .. • . ••••••••••':••••••"'"...".:::.:....•::::::::::',..:."......:::".•,:::•::::::p.:.:::.:::•:::•":•:... ' ".....•.,."....":i:."..::::?..,".::".:•:::]':::""....,."".::..i.....",",..::...........• ..-. • .:.....,.....:.:...,•,...,..... WI 1 . drawings • :' , ' ....................................... LandSoape.".plani::::::.:::::::::::.:...,..:::::::::::::::::::::::::::::::::::::: •:•:::.::::.:,:.:::::::•.• .............„,..... Completed utility permit application (one for,entire project) sis.()...:sett.Of:Oiyil•draWings:::::::::':"..:::::::::::::::::::::::::::::::::::::::::::::::'••::::::::::.::::::•:::•:::::::::::',..:::::::::::::.:::::::: ... ......................„.,......... ........................................................................................................,................ NOTE:%„....•SeeiJtiliV.pe'rmit fapplicatiOn.and:Ofeeicli,§t'fOr.:S•Oefficl'eti// submittal ... reqiiite m ents:: .,:::i:..,..-.:::::•:::::::7,1:::::::•:.....:;...:.:,•1:::::::::•-••••••::"::::::•'::::::::::::::::::::::::::::•"::::::':.•::":.:::"'ii::',....'::::P:i.i...-:::•::•::::,:::::•.•:::•::::.••• - Site plan • Location of tenant space Exisung ancl proposed parking egress • Overall dimensions of buliding or square tootago Floor plan ot proposed tenant spaco Tenant space plan wlth use 01 each room Iabelled Exit doors ; • 1:"... ja: ••• plan (11 applioablo, 1 e, thango of use) Overall . ........ •••;,••••.iiii.-domC?.....:..•••••:::•-• • attachment. • for floor and ceiting StrifctifeeltalculatiOns:StaMpedtY:4i WaShington::$tate..11- qed enginoer may be required jfietructrawerkik#.b0:'don ... .. •• NOTE oriy...•utifitsi..;workils;::1o:"t)0:4000;•$ubolitseparate 011 application and plans ...................... . ....... ....... ......„ „.... „...„ .......„....„ .......,.. „ . "...CoMpletect•buildng::'Fiermitiiippliotition (one for each structure) Narrative descnbing existing roof matenal baing removed and matenal ............ . . . .... ng installed . NOTE A certification off of tiT. permit • • RACK STORAGE . . •. •• ••-• • •• • •••• ..•••• • Compieted building permit application . . ... • • • • •••.:• ••.: .(2). sets of. L . .. . . ••••.•• ..•. ....... • space•Where raCKSWill.bei.lifeated Exit cloors j:BUilding floor pian showing ...•,::::.:.-". ••.--",..• DimenSiOnsOf-•airaisies.•::"::•::.':::.:•.::::::•:::::::::::::::?::::;::::::::.:::::::''..:::.:"..-"::•'::::....:::::::::::::"":::•::::::::::,.'.::"':.::•:. • ::::::•."..::•".'•:,-:. ::::::::::,...:::::••••,•:.:',:•:•:',..:•••:::• ,:"... • -:•. .. : • •:::•:::::••::::::•::-.:::•:.:•"•:.:.••••••'-..,::::•:::::'• :•:-.:•:::::::-":::•••••••..-:".: :::..::. Tenant space flOOC'Plari!shOWing. ................................ •••••.:'''.!:.:::::: •,..:•,...:•.eicits,.....,,::::"-.-?:::':.:::::.:.:::;:::"•.:::,:::-,:,'.::::„::•:::::::::::•::::::',:::::::::::::::::::::::::::::1:„.:.:4:::::::,:::?:;:'!:::::•:::::::::::,:i::::::::::::....0.:::1::::::i.".•:::.i.:::',::::::::::::::::',:::::::'•::::: .„ . ......„...........: ••.. •.:•:...........•:•:::.•,...,:-•..... ..,..............,..,...................H.........:•,,:.....;:•:,-..:•....:....:::::.:•:,....:::•:.••,.:•• '-.NDiEi:•'irieicide!•.direeifieec4. raOIC‘':(ife6kf4i...kiiii.lehd:ie.....iiiiifj::eifek.:',..:::' . . ......... ,......,..„ ,. . • . ... ... .. ... ........................,.. .....„.......... „ ., „. .. and exit ways en...plan.::,::',.,:::::•;::::::::::::::::::.:.;:i:c:.,•.:,.,:...;:.:::„•::„....:.:i..:::,,...,:::.:,:...,......„....,:::::::,......„ :- ••' StiiC6 rai .. C afa u1'..iiCiii ...: ..:'ti1 p ' . :.'1... by ... State ii. . 4..'i.i.i) 0 . . • • . eng incier:(raciC: storage 8'„:iend:Over):::::::::::::::::::::".:M:::::::::::'..".•••••:::::::!:::;:.::•:,:•::::::::::::::::::::!::::::::::::::::::::i':,:•::j::•:::::::,..:..;::::: RESIDENTIAL .:.":.:ANTEN1A/SATELLITE:DIS.HES........ • • .. .. ....... . • • Completed building .PerMit application . .. of plans which include .............................................................. . . Site lati:1(siieWingbeliciing;:and IcssiC4• • dish and 'method.. oE attachment of attachment: Structural calculations:starnped by a•Washington State licensed. 1 englnoer may be required I NEW so4pk•.,gFAMILY:DVVELLINGS/ADCMPIVS•::,1 . . . . ..................................... :CoMple:te4beilding:peri:nit.aPplication:(ifne:ifOr Legal descnption LiAssossor Account Two sots (2) of ..„... ▪ . working drawings .• • Foundation plan to 4uilarifig;.•::itiowoig:::.;. of accoss) Floor plan wldth and length Root plan Buliding eievatlo• ns (all views) Buddlng cross section Structurai . ;•. framing :Plan* • • ••• . ri:Wahingto6 State Energy- Code data•-•:""-:":""::":"••••••'-':: Six (6) sets of site plans showing utilities • n.hat.E.:::porigo9(0.6.• coiob so. . thillty porinit :epplIdetio I 7 and'qhecidiet Acklitior01 tepogriphicel.enct soils information may be roquired if unlque • site coodigon;.: • . . . .........,,,,,,..'.:,..,-"p....m. ocit!-.s.,:m.:::::•::•:.:..,....... ... . ......''.0i. e- siP''..P.:1). t 1.A,...::!"-'117::-...7.:::.f!:',.....:i..:::':::1!:,':'.:::::''''l '.:i':' i.:: 4i:;,(1.- 0 oP "1'6' for .. `'4......i:.tr...4....:;u..„..„7....,),.::,:' ...' ,......:' ::. ..: :: ...... ...,... .....: :' : ....... i,............::,:::1:: Completed :.:,'•.-: . :...;..:'.;',......::;:.::!.......„::!..,...;■..,..,,,• 0E,...7.....%.17:...:6 t,.:,;::,...:::;•,..::,.. .. .. .,•....„.......„.„.:... ::'....1 .,-...':::::::.:;:::''':".''....: ACCO6n! N97: '•••:::"::::.::::::::::".•:::',:...,::::.:.•••:•,..i .,:kifro160§„...:' •••'.1..• .".A6s909!.:,..:::::::i:".::::::::::::;.:::::"•::.:!••"":"•'':'''"""•'"•iiig#,:iY:•:!..1.:::....„,•:::::...:::;:::•••::•-• • 1 . . .::::::"..:::::11:::;Z:a•":.";:',:ii•:•;;;■/4011i?#::::.::::!:':•,-,:::::::.'"'.',,•'''''''...".•••'...'• . • '.4;Aio:;(,.::7''..•••.••••••,..:•.:::..::::::::::'":"'.:,::''..•":"."—.• . • " .... ......, •••• • .• "••••• ..., . •,, 1 '..:':::'''''..••'-.:.: .....•. ,•.••,::•:...•s•• •-••.'::.e:..- . plan Foundation .-•-. , --:'- : '• ,•••. •• ;.•••. : • .. •...'...::...:..:.. :•• . :::•:'...:':i:•1.:.••:::•"::••:::::.:::•:•::•:::::•. ::: ::;•„::::::4 Floor plan Noof,P !1 Buliuied:aleva•::::",.i.::.:. i: . :•i:::::• ::•n.:'•:'..'•.'..'S•.,:• . •.6.::(".....:...•...., .: views) :;:Building .c9:tc7i 4:PrPatuiat trij,0lil„.'o.,.::..:i.:.::,:j..n,...:,.:i,.:.l:-.::a:,::::C:.-..f::....l::::„... .::,..::,:.::,....:: ,.. .:...::....• ....- "i.. , v. id. .e..",..1..!...i...i.. .11 ,:• P°..1. - °.. 1 1.:.*.. ..P.. P:....,...:.... :,....:::::::::...: .F,r..,, kiiiid;:i:::::.:::::::;.:::::.......::::.:::::iii•:'''....: . . . " .... be..sq.17,......r.:.::::::,:i:i'...,:::."'...'' ,.:::: • .- :. bins.:fr.i.Y 7,..'..,:-..,.i....;.:::::::::..:,'...:•....- • . -.....:.:.:': . ...„: • ... .:::::.:-.:.FiR.:09.F.§::.:;:::::',::i:::; :::... •: : '......'.. .'::..COiiiiiliite0:b010ing perrni:lapplication * *. Ark* **.** ****,** ** * ***** ****** *** ** ** **** * * **** ** *A.****** * ****** CITY :OF' T.UKWIL.A,• WA• • TRANSMIT. * * *. * ** .*************** * ** * ** ** ** * ** * * * * * * ***** * * ** *** * *** **** ** TBAN MIT Number'`.: 93000057 Amount.: 269.43 01/14/93 12..2 { Perinit Na. B93µ0012 Type. B- BUILD BUILDING,: PERW1,19 /93 Pa ce1 "No. »_ 7340b0 -0Op 2 Site Address: 12606 PACIFIC HY 8'. Payment. Method: CHECK Notet i on :. NON STOP INC. In i t. SAO ******. * *; * * * * * * * * * * * * * * * * *•14* * * * *d1 A ** *** *k* * * * * ** * ** **k * *k ***** *** GENERA 269.43 TOTAL 269.43 CHECK 269.43 CHANGE 0.00. 7003A000.. ;" 17:09 Account. Code 0 0.0/3.45.830 Description PLAW .CHECK - NONRES Total (This Peyme'nt). Total Total A11 Payments. Balance. 688.43 269.43 419.00. Paid 269.43 269.43 k*****k k*k: 4*** k** k**** kkk**k***** ** *k*r*k* ***r****k*k****k****kk CITY OF TUKWILA, WA TRANSMIT *k* k**** k*******kk* k******* k**** k * * *k *** * ** * * * *k * * *kk * *k * ** * **** TRANSMIT Number. ~93000490 Amount: 708,57 .04/19/93 12129 Permit No: B9. -0012 Type: B -BUILD BUILDING PERMIT Parcel Na a 73401,0 -0602 cite Addreasl'12606 pACXFIC;HY B .P .yment Method a CHECK 2Natnt Tan i JOHNSON T.I. %iO4/19/91 5 Et l:rtk **** k*****k****k* k.* k********* k******** * * * *k *k ** * * * ** * * * * * *k *, *` * *k.' Account . Code 000/322.100 000/34.5.830 000/386.904 Deseriptiori BUIi:DING NONRE8 PLAN CHECK - NONRES . STATE" BUILDING SURCHARGE Total (This Payment): Total Fees: 978.00 Total All Payments. 978.00 Bal ari'ce. .00 Paid 590.00 114.07 4.50 708.57. GENERA 590.00 GENERA 114.07 GENERA . 4.50 "TOTAL 708.57 CHECK 708.57 CHANGE 0.00 9882A000 15 :15 CITY OF TUKWILA Address: 12606 PACIFIC HY S 1;1 Permit No: B93-0012 Tenant: NON STOP BAR & GRILL Status: ISSUED Type: B-BUILD Applied: 01/14/1993 Parcel #: 734060-0602 Issued: 04/19/1993 *************************************k*****************A**kk*k*********k*** Permit Conditions: 1. THE DEVELOPER WILL BE REQUIRED TO ,SIGN:AN:AGREEMENT TO PAR- TICIPATE IN FUTURE ,cpsts*roR-FRoNtAL IMPROVEMENTS, INCLUDING SIDEWALKS AND STORM DRAINAGE, AS PART OF A CETMpROVEMENT PROJECT FOR PACIFIt'HIGHWAY'SOUTH. 2. No changes wtiX'.iie maide:tos%the'plans(mhlessrapproVed. by the Architect aWt'he,,,TUk'wila'Bililding Division.- 3. Plumbing Ormitshall, be obtained thrOugh the,-S4ttle-kihg County OPartpentof Public Health. Plumbing will be inspectWby-Ahat.aganay, ind1,081h6,all gas Pipihg, (296-4722). ‘; 4. Elect.0,6Wpermit 'shallbe'obtained;through the Washington. , Stat0),IviStbn ofLaborand Industries and all electrical war-104) 1 1pba„ 1 niOectecOy that. agency (248-6657) . 5. AllLipa'chanida12-work shall ,bender separate permit through theiSty'bf4Tukwila-' 6. AlWpermits inspeCtion--recordS .aifeapOrovad plans shall be , . , , ,i.i . e the star tPf ma thtTiained !available at the i.job, site k prior., k 3 iw anpfoonatruction. Theie'daqiiments:,areto. be maintained av4P01a4ntt) f•Thal_inSPadtion approval is granted.4 7. WhapAspecfai fnsp;Oiohlis" r'aiiu'tradeitherthe owneri? (, , arclqtect dor engineersha41'notify/the-TukwilA Buildthg; OivfslorT,56,apPointment of the inspection -dgericies prior 0 the %fit-tde4ilding inspection. Ooptias'bf_all Special ''' - i nspa,q1 oh' t ePorts shall be subm Wt 0/ tpLthe1Building Divisn in#a'tiWy manner. Reports shall contain address, projeatArIame, permit number and itkpeof inpeAilin being performe'd% 8. Any newApWing;4rid"and light fixture instal4at1ah•sis requiree'cpmeetateral'bracing requirements forfiY5plsm0 Zone 3. '.:.4-',' ' 9. Partition w414,attached to ceiling grid must be la001).Y braced if ove14.a*ght (8) feet inpi(Fepgth. 0, 10. Any exposed insUIVris bacWiir6.°M0tOrtikl shall,haa Flame Spread Rating of '25-tess, and iiiaterial_0404ar identi- fication showing the'f4tP*farmarrarOiA4thereof. 11. All construction to be dd'he--1nA011.f..6,r'inia4cawith approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 Second Edition). 12. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 13. The special inspector shall submit a final signed report stating whether the work requiring special inspection was. to the best of the inspectors knowledge, in conformance with • manship provisions of the UBC. 14. All structural coreete shall I be special insp d (Sec. 306 (a) 1, UBC) 15. Val idity' of Permit. The issuance of a permit or approval of specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation any '.of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give :authority or violate or cance'• the provisions of this code shall be valid. 16. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. .:17. Notify ,the City of TukwiiTitf4A6434(iPOCn„,prior to .,,,.:.:q..,, .!:,----__. .placing any concrete Tnit procedurei-S-'bvAA4Jtion to any requirements for,:Slie:C4 •1 injppe-dtiona, , Ar- '''''' 18:. All s true turaMafein ry ,*f.;431:1 be SodOla1 igpected-ptir. UBC Sec . 306- .--( a )4Z4;;::.' . 19, All ,wood:tgOriiilainIravjgCeCi copere,te"ShailH46 treated wood . .20. A CERTIFICATE OF OCCUPANCY,A4111:BE REOUIREDFOR,THIS ''',:,, PERMIT. ',;.;, •,7 APV/ ''.4''' \ "I'`." :4; '''''• ,5. 5,,, '" ,,,-■; Ae.i;: "• , h. : 5 55.5..•';;,44 . 54 .4.‘, • l','i i i V 9, '''t I '1 ''i •i?, • A . '', r‘ 0 i Ve' "!) qf'fii.'biWil ') ),' ••"' I'S'''•i 'I,' ' ;?4,,,,.,/ ., 0' '''• ' '' J '• '''''' ' '. %,, VL ...*•'. d ';•• '0 . .';'.;(1,,,,,,t1 tp.. , U!' ■ • ``T‘ ,z,..„ . 7 ,..:4 ,:g`' ' ', e '4'.■ • . . . lit VI- . , ,-,,,e— . fr,,,,„,.5;.;,„.•__.,%,,, . • c'..1 . v. . ,, . Av ,3 , •,.....:.,,,.,„. - • t. • m , ).. • ef, , , •V.......,,,,, ' oi • '••:' 1 4, I ,...4,::,!$::.e"..,'I''''''' *, i• $ . l.-, it•A‘ .1 .",..... Vi ' ' f.,■1•T 1 ' ,, t• k ••• •T'... ';',:•„‘ ' •,:,,..4•1' 0."1' ''''',..■•••'■••-■ii';•tit2:4•; ' , 4' f • • ‘, ,fi, . ,. 53. . • - 44.5, • 1 . (,5.5.-..1. . I., • •4) • • • ., •.e9r*.*. c City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0012 (512) John W. Rants, Mayor February 18, 1993 Re: Non Stop Bar & Grill - 12606 Pacific Highway South 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 "A11 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 located 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 10.505A) Commercial -type food heat- processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher • system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (UFC 10.513) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) 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 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress, (UBC 33.14(A)) Exit doors from a group A, E or 1 occupancy having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Exits shall be illuminated any time the building is occupied with light having an intensity of not less •" S MIILA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.111(d), UBC 3314(c)) 3. Required fire resistive construction, including 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 10.601) 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. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Control No /??3 CO/—. Permit No. 42)/ Project Name //fav I) 4 r // Address / (" Suite (# C' r ( I s Retain current inspection schedule YNeeds shift inspection • Approved without correction notice Approved with correction notice issued Sprinklers: A/ Fire Alarm: 1,1/ Hood & Duct: 11/ Halon: rf Monitor: A 4)5 Pre-Fire: A/ Permits: 'ta /4 1)0 67)- Authorized Signature 4)// Date / FINALAPP.FRM T.F.D. Form F.P. 85 S 10 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit X13 -001 a PERMfT N0. (206) 431 -3670 'roe • Ci n �� aY ype o nspection: P� i l n C� Address:, 1 ;) (0(c0 Po L',ki c t- Mte Called: Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval, /0-04 ()Diupt v RAJ ❑ $30.00 REIN PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. To: Greg Villanueva, PW Utilities Inspector From: t John A. Pierog, PW Development Engineer Date: September 30, 1993 Susbect: Non -Stop Bar and Grill 12606 Pacific Highway South (Project No. PRE92 -028) Final Inspection The Developer's Agreement for the subject project has been executed by the owner. This agreement obligates the owner to participate in the cost of frontal improvements which will be constructed as part of a future City project for Pacific Highway South. I talked with Ron Cameron about the need to have a fully executed agreement prior to a final inspection. Contractors and subs appa- rently will not be paid for their work until final inspection ap- provals have been obtained. This project had been substantially de- layed by the City because of landscaping issues. The agreement has been approved by the City Attorney as to format and content. It was felt that in this case the final inspection for Certificate of Occupancy could proceed at the present time. If you have any questions, please let me know. cf: Ron Cameron, City Engineer Development File JAP /jap • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OD 1 PERMIT (206) 431 -3670 ••IrI ►t sm of r i Q• L ypeo nspect •_ iI l /.I.�if� • edal Instructions: / k 4 . 8 ., -* 9c) Date Wanted; 1 t)—t- a p.m. Requester: a:A PhoneNo.: Ste' D-3% Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Sc_ 4 e �� `,�,u/ a dC— tL'�a•i►.C_ cf C,t,14.3 ct - h -0 Ja ( -v-to? rc ❑ $30.04 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat to schedule reinspection. Date: • SPE • 0.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q INSPECTION RECORD 0 Retain a copy with permit PERMIT N0. (206) 431 -670 rofect: _ }`l Type of Inspectio • . • • • rase: 2.60( Sao a ed: Spedal Instructions: Date Wanted: /0-1--q3 am. p.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. [nsPector: LO x.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [RocetNo.: Date: U INSPECTION RECORD Retain a copy with permit PERMIT 140. / CITY OF 'TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd:, #100, Tukwila, ,W 9 1 8 (206) 431 -3670 •roect: r- ��tt1 * Imo. 1 peo ns. =. •n: � �r� • a . ress: 12 `_ : .: , /•� (P — t7 Special Instructions: Date Wanted: is Requester: PhoneNo.: —7c -- a s1 ' Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 141 oi nspeotorAIMME l/ G= ❑ $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: 0. INSPECTION RECORD Retain a copy with permit CITY OF-TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / ?- paw Ny' (206) 431-3670 .1 64% d w rype ot inspect' 07 // 4 Sa -fi. . 1/ — C 3 Date Called. Special Instructions: LI Date Wanted ..... /..... et6 cD - .m. Requester: 1pc Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Cevil < / 4 4 re7 i.-`et 4 /5.,,/47 nspector:AMWIJVrnllIllmg2mi 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 Approved per applicable codes. COMMENTS: ' O Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. "r b6, fAa-r S . ' : e a :.: - j - 6113 Special instructions: `J 63-3 Date Wanted: ...._ I Q am. p.m. Phone Plane No.: i 7 q - a 2"6 % Approved per applicable codes. COMMENTS: ' O Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. o. INSPECTION FRECQRD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 10 ect: i d, r {/ Ai J r // ype 0 ns • : « • : '••rase: v /eIoie : . Special instructions: Date Wanted: Requester: Phone No.: 0 Approved per applicable codes. 1R Corrections required prior to approval. COMMENTS: ❑ $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: ....... #.s-. f.. k. .1.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • 6 e �A� BO- - i ype o nspect • • • L� . / De C' l •a: y / -...q Special Instruct ons: fr 3) [ ' i. // )75 !, M"C".- , s f led.' `p ... X17.1.0)4- Date Wanted: Requester /l Plane No.: cis q_ Lo 0 7 Li 0 Approved per applicable codes. 4. Corrections required prior to approval. ' COMMENTS: P6 4 ob jv,,/,� ,r"27►y., , ....,,,.../- ..,..\ ,.... ,. , .,_,,,, ,_,., ,,..,,3 .c,e--„,,,,,z-...„ ,s- ,64,‘,4,„ J5 Atli 1,L ��w/ -, r:t'.4-•Z.. 4..7 �I'.�cm-4, lee e /- s +c -,4-_ , ,%..s 0 i/.,,rt 7 /,+.c / /tot f ti^ ra.e t e.-A Cam-, S , J S t- S -2.. fr 3) [ ' i. // )75 !, M"C".- , s f led.' `p ... X17.1.0)4- R -.o.. (/ ,..-/,.,,e. ,� s1, -�,„• 1 /?-/ 4 ...,/apt Josef, c.., , , 'c... e, .s rr 3 4. t, P1eof r•/ 4' e;_e -i 4s Zit 0 4a,,at ei,e 4 Inspector 1 rte Date-7— f r., O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. I Recept No.: Dale: i j tit S110G1ti7tl rtunfnsuoo !l1ltleaulduj( tu�►yo►t�tS uo.;.Aod - uos-Jopub "1Vlliw9fls MalA NoIsaa NOIJNIHSVM '31J.1V3S S .WMHOIH OI.fIOVd 909Zt -1111=ICJt/9 dOiS-NO N A]21 £S31V1 Z6 -S-tt 31.V0 3f1SSI SMr JI NMVaa VVYI /SMr :AS OBN0IS30 91'tZ6 :'ON J.33r0ad 1g • N 4° of ' t .. —•• yyy... N J13021d —1Y a E x it ,5 t !s : Pf 11074 :I it ffi. 1 14 t : I a Ni a • n -.. n !Fit 1 11 -(1)--: °)-4191,,q... S ; g. ss a$ a �a 4$ ?shad s IN -6s! itl.1 .- ''� ii i 5 1 i I ih ig � i i Y 1bis 4 0 15t4/ 3G t p° o r im ' Ws I$ Vulg. ' p"ct g Q y yp cTI F g f I 11 oo : Is ;a; : J ..1 J . a ii a d . .i44y • J3.3.31$ d ' • ':1 . °;?Pb fi si J" 1 a •go' u6p w 1 �. R li: S X . 1!;i i• _ a 1 ' a v a a Z l f1g1$ Ails 0 •E 0 3 gS9 rF` c13. (7, 0 >, a) t3 ' %.)a .P' .20 ,e" 3 ac' is- iti ; h • 0 tu f— . • —••—. 3iJil J.l>13d02Jd 60 r / dick. Q k o z g i x w e� r, ,l CC 00 03 ; if .°%: ' ,A. 4 x a I f € ,s- - •)- s v ,_. s'! dk\oll "t> iL wC° n AnW c (0� v/ � 0 t C Q nnn coo 3N11 Al2i3d08d Q 0 z 4iff aid 4 VJotS i�44 Consultants f 0 ° $ I 5 b .? ab . g.1 K :t-- 5 ° 8y t - a J J J J •J,: 1 .1 r r r d r r yo J s e 5 W N3 d d d d� I 1 tttt1 eta E I �o 1g .. , 5 ii il i . k ..1 z 1 A i E i E ; Ni Q14,8°` 1!iji! $ ili i o r u W k rcv ►- 14 i Z r Ill i r g 1 • — • • — . • 3NI"1 Al?)3d02Jd 8 1 Gl r Zf § O n. a r. e 0 X W ✓ o cc to o rr w 3 o z to 7 Pi 4P160 C) kit .10 4AI- { v nv O r 1 � .0 -.oL ou 3N11 AlOdO8 q gaN 3NIl A1213d021d • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUB :„ITTAL DATE-rap). Z44, 1ctczS 1 ‘-"&xv Gcr, l l PROJECT NAME ADDRESS CONTACT PERSON PHONE `41 -- 1 C1S-0 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: 3-Do12 �ef, 5,Gt' Q-C1 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Cc. ooO Anderson -- Peyton [10® Structural Engineering Consultants 130 Andover Park East, Suite 302 Tukwila, WA. 98188 pc (206)431 -7950 • FAX: 431 -7950 PROJECT NAME: NON STOP PROJECT NUMBER: 92146 ANDERSON - PEYTON STRUCTURAL ENGINEERING CONSULTANTS SHEET 1 OF VER 3,0 12/04/92 Design By: BIRB PROJECT & LOCATION: CLIENT: STRUCTURAL CALCULATIONS FOR NON STOP TUKWILA, WASHINGTON Non Stop, Inc, 16607 3rd Place NE. Seattle, Washington 98155 STRUCTURAL Anderson - Peyton ENGINEER: 130 Andover Park East, Suite 302 Tukwila, Washington 98188 JURISDICTION: City of Tukwila, Washington ,CODE: 1991 UBC LOADS: l: VERTICAL Roof (Snow) Exits II. LATERAL Wind: 80 mph Wind Speed Exposure 'B' t FEB 2 5 1993) 25 VAN & DESALVO 100 PSF :rz Seismic: Zone 3 sr• -•,G`� ill. SOILS °NALS;'' -sl"I� �' '''.141.717-1.1-r EXPIRES 2/19/ INC. z ;....,J)::..:.......-:...,....:,:;,,,.:,;:-.. i.::•f.::;::‘.......;;..,::,:;f('i.:i.f:.-A'ii'i,..;!:,....;:'3';..t-s.',:i',::,.:t'.;',P,c....Lt;:i.'"''''''':.,':q:',:v....,i..-:'-'::Tif4....:,;.';',''.';',:':rAfri:',.;'''''ttira'fi''.0.POSIVO'3.1* ,:,::..s 5 .....;1„ . . c ... • . ..,,, .. ...,.. ,..,. i •• ,,,, • - . .V.....1. tv..'. ."-) 1,'...0•‘.1,4!!•t.ko i,, 4:tm..1 •■ 4 14,1,1' .., ._ j' . ,•,7 g,:..' Ark4,,),t,,...?■...s.1).1,)";,,,tlir.,;,:a, 63+:1:1;:g1:4 ' •• • I ".:41-41).1(4.-%°.1 1 .ie .1.44 4114‘` i' ' ,;;.•411c..", , ■ • • .... ,• , , .2;.`11,11.4.16i. .,V \tr?;,,, 1 ri ...;4■.p" i 44 4 1' i • .; . ..i i...','!:>'..i,` . ,., :. - • 1., ; ,,',..... , „„ , 1.., :I. i#'4Ys l' q ..Y,,..,,•;',\ ,...ii , . %Al..% ).,,,,'.1 G.: ' .ta• .1%;1',...)!•1" :/ , ! rt '-.-J.:..4.:Ju•."., 3: . 77,77....:11.4 r 1 i 1,.. '• 11::',1.4i .11., ,,.. .*. VS. .',. , ;,' g.:e3-*':' ,%:° :',4,12 3•::,11 ;" .1t,, .. •,, d.,.,, ,•:•',. '... &.'t ,.,.; ..'...../.5!.q. 'il.i.. •■%'" ........'0-: :...iNA 4. , .. .,t,....„ PROJECT NAME: NON STOP PROJECT NUMBER: 92146 MARK A. ANDERSON AND ASSOCIATES STRUCTURAL ENGINEERS AND CONSULTANTS SHEET OF VER 2.3 DATE: 11/30/92 DESIGN BY: BIRB BEAM ]DES Ec T mai3.1a :E ALLOWABLE STRESSES 2" x MULT -BMS ( #2 HF - 3 4" x BEAMS ( #2 HF) 6" x BEAMS ( #1 DF) GLULAM BEAMS (22F -V4/8) DL /TL FACTOR OR MORE) Fb =1150 PSI, Fv =75 PSI, Fb =1000 PSI, Fv =75 PSI, Fb =1350 PSI, Fv =85 PSI, Fb =2200 PSI,.Fv =165 PSI, - 0.38 (CHANGE CELL "H29" IF E =1.4 x10"'6 PSI E =1.4 x106 PSI E =1.6 x106 PSI E =1.7 x106 PSI DIFFERENT) INPUT MK L WR WF CAT MK BM (ft) (plf) (plf) FLEXURE SHEAR SHEAR "V" GLB SAWN @ d NDS fv -Tv (lb) (lb) (psi) (psi) DEFLECTION GLB DEF L/ ' CAMBER R (in) RADIUS (lb) ROOF BEAMS A 6.25 B 8.00. C 14.00 D 17.50 E 21.50 F 12.50 320 0 4 620 0 7 550 . 0 7 400 0 7 320 0 7 0 07 4 4x8 . 28 5x9 29 5x10.5 30 5x12 31 5x13.5 28 5x9 MOM fb (ft -lb) (psi) 1359 4313 11717 13315 16078 0 532 748 1493 1299 1256 0 701 1752 2929 2696 2678 0 593 41 35 1487 57 48 2596 82 72 2408 66 59 2411 58 52 0 0 0 0.07 0.11 0.57 0.67 0.86 0.00 1062 889 297 312 300 0 NA 1540 900 1182 1000 2480 3850 3500 1394 3440. ERR HAND CALC. IV c5-m opTto M Art. To M.A'rtiµ Argot) E B 64644.S It Extol c BECK -NLS AS L O 4 c? isu.S T66-I > acirM J 1-IpT S '` Tikk,4 -11-1-E tJ t'4o ,6r8ot1E, -liQ • T 0 0 0 0 2x NA NA NA NA U 0 0 0 0 2x NA NA NA NA ICOLUMN CAPACITIES 2x4 1 3 4 DLF 1.00 2126 4253 6379 8505 2x6 1 2 (-. DLF 1.00 3341 6683 10024 13365 3x4 1 2 3 4 DLF 1.00 3544 7088 10631 14175 ®an Anderson d- Peyton 9Zi4� .7 JOB # SHEET OF ` Ord Structural Engineering Consultants DESIGNED W.-.2) DATE 11/0/92-, I V EC-1'c o9 L. i 1< PS 161y 1 53 3 t'`-F i ; i �� �r,,,c . 1,1 (p2 .. 'FT �I t .i 1 i 1 e .. i 1 i 5,5 1 i! I, I I 1TL , , , , • , , , , , 1, , , • , I tj'''40 11). . .1. ', i g‘iii 11;,t' ' l' . i '7(Zeg . ::. 1 (,' 0 qii..14.1-..; '2 . 6,9,1i4.1..,, • k r ., i J' ,. i- , , , , . I i -_.. I i -{ . ... .. f A }I.c SOL : 0;.35 } x-93: • '8'60' nv . ! ; .i _ � R — Qk i .I 1 µ..l I. 7..! 1,y6 -Y',9 t lii.6,•`Qcc dCi U,/ /pQi { , { _ .' i... ` �. i .. T.. f ` - i I..2... e%/� -;',S'! r;S' i1•.� 1 t7l �eci•!( rG%1L1 H, l I...,l .{ . I • 1 I I 1 ... 4..; I_I, .t , Ii I • i.; L. r , l ,. f. { 1 . J i i f 1 {. I _,. 1 1 1. ., • 1 1.-t•- !..( j ! ; I 1 ..I. 1- I . .I I.. �.. .. _ ....,_._. ._ I `` I ..... i. I.. .. ,..i... ._,_..� 4 1 _ .4. ! ...1 .... i! _.. I t 4-1– . i 1 i 1 , t + y r l' H F • t i I 7 .. _. ... . :.. {.. 1 I ' • ..t_ ;. ..a.. .. ...I ...... ...... ..i. � .. f _. _ - 130 Andover Pork East, Suite 302 Tukwila, WA 98188 (206)431 -7950 • FAX: 431 -7950 = Anderson - Peyton E0❑ Structural Engineering Consultants Nb1-1- s 1) PROJECT JOB # c21 DESIGNED CHECKED SHEET OF DATE 1//092. DATE • t Vtk16 L I 1 1. C.o1..Jrwt+�1 I • c or yµ6c`4 wl 131 f,. a.. if, ail l supPoRT (i )1 x(o` Si kos t*-k c�'t'tol? tGL I s;� a-r @ s�peo� 1 .0 P Et% r.. ;4141)40N : ,SiMP50:k1 ;c:400I s►; r�P coN !c�`r 6!0 € i P .!. .t 1 ., e Sr `��fo(oi if, icc(o , I»Cti��{"I`tOt -i; 'S`Vflk� p4A `iof,6N M1CI�SIMPhW �a23ro: : f�A, ,Sl0E' • PEA . _ :..Arr'� Gl�gp... Cd mP 2 _. Pti9MToi✓T ._.i�X� . `. t4f v\60-114-: .ctD of OAAiti..s b z • E. , t.2 r' 6x (o ;4 I I M f @ SuP o0.T Q w `r END Sifr PsoN 130 Andover Park East, Suite 302 Tukwila, WA 98188 oc (206)431 -7950 • FAX: 431 -7950 PROJECT NAME: NON STOP PROJECT NUMBER: 92146 ANDERSON - PEYTON STRUCTURAL ENGINEERING CONSULTANTS .TIMBER COLUMN DESIGN VERTICAL LOADS ONLY OR COMBINED BENDING & AXIAL SHEET 4 OF VER 2.2 12/04/92 DESIGN BY: BIRB SIZE SPECIE Ht .:. FT - APPLIED - - COMBINED - - LOADS - P w k DEAD # PLF - DESIGN ALLOWABLES- - PER SPECIES - TYPE - LDF Le Fb Fc Fc E Le /d + (10'6) FT PSI PSI PSI PSI COL. TYPE J F'c F'c (EQ.) (ALL)(ALL) PSI PSI # VERT - COMBINED BENDING - LOAD - AND AXIAL CASE - ONLY P fc fb Int. Eq. PSI PSI <1.00 aaaaaaaaaaaa aaaaaaaa aaaa aaaa aea aaaaaaa aaa aaa aaaaaaaaaaa aaam maaa aaaaaaaaa aaaaaasaaaaa aaasaaaaaama as asaacaaaaaaaaaaamaasasamasasaam "2x4 --.4x4 #1 -HFP 9 4950 0 1 1 9 950 850 405 1.3 30.86 26.24 LONG 1.000 409.6 405 4961 .404.1. 4x4 #1 -DFP 9 6200 0 1 1 9 1200 1000 625 1.6 30.86 26.84 LONG 1.000 504.1 504 6175 506.1 6x6 #1 41FP 9 12250 0 1 1 9/950 850 405 1.3 19.64 26.24 INTRM 0.567 761.2 405 12251 405.0 6x6 #1-DFP 9 19000 0 1 1 9 1200 1000 625 1.6 19.64 26.84 INTRM 0.545. 904.5 625 18906 628.1 9 9 9 9 9 9 9 9 9 9 1950 1700 3350 3700 6050 1815 1550 3400 3125 5100 0 1 1 5 1 1.33 0 1 1 13.2 1 1.33 13.2 1 1.33 0 1 1 5 1 1.33 0 1 1 13.2 1 1.33 13.2 1 1.33 9 9 9 9 9 9 9 9 9 9 725 725 725 725 725 650 650 650 650 650 500 500 500 500 500 425 425 425 425 425 405 405 405 405 405 425 425 425 425 425 1.2 1.2 1.2 1.2 1.2 1.2 1,2 1.2 1.2 1.2 30.86 30.86 19.64 19.64 14.90 30.86 30.86 19.64 19.64 14.90 32.87 32.87 32.87 32.87 32.87 INTRM INTRM INTRM INTRM INTRM 35.65 INTRM 35.65 INTRM 35.65 INTRM 35.65 INTRM 35.65 INTRM 0.908 0.908 0.395 0.395 0.178 370.6 371 370.6 405 478.8 405 478.8 405 493.0 405 0.805 345.5 0.805 345.5 0.350 412.0 0.350 412.0 0.158 420.7 346 425 412 425 425 1946 2126 3341 3341 4404 1814 2231 3399 3506 4622 371.4 323.8 406.1 448.5 556.3 345.7 295.2 412.1 378.8 469.0 0.0 198.3 0.0 212.1 122.0 0.0 198.3 0.0 212.1 122.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 0.0 1.00 0.0 1.00 0.0 1.00 ' CHECKED DATE i • 1 • 1 ! 1 1 1 1 1• , 1 1 V e-it-'11 1 4, •11;11 Ast: ; ; A ),. ; ; .e3c,k) ttesift : BOLT O&I1 Borrtri,1 I " 43 '1 6016.E OLfMT It4To : , 1 I 1 • ; ,• 1 • I ' ; . ;;.:; 1,4 ; ,.• . • I. •• ; •• . . cpc mu Pst3oJt FzeEp 0.16 .-Nsi A AO (KW I, i - ! '. 1 i.- ,. - ; • , " ' :. ! ' •-1 1 • 4 - 1 .1 -.1, '1- i •I---1- 4,-- - 1-: ' ' .! -1r • 1:- I-- .1 -.1.- 1---1.--!--i- ' _4.,..1._..1.... ..1.., 1...4 . --4....1..-4.--..,.... 1,...... ... 1 -1-...r .4--2... , ; : . ■ I .•, , • . • I ,.. , - ',. i 1 ; 1 1 i i 1 1! i i . 1 1 ..1 ; 1 •• I . i . 4 • 1 ' 1 i .1 1 ! 1 : i 1 1 "I 1 1 4 ; 'I 141',-1 11;1 ii. HI 11 • I I 11 , MA I I-• i .1 -4 -1- • •-•;• I- ; } li "; - '• 4 ' , -4 ' : I i 1 1 i i)(411 I i ! 1 1 ! " 4 ''' 1 - ' ! ! • 1 I . ' ! 1 ' • 1 i • i I - i I 1 "I " I I I I i 1 ; ■• , 4 1 ' ' ' ? 4 1 ; . • • 1 ) ; 1 i • ; i. 4. i 1 i'll PS 6114 tW•4;'ti Os ' 'i :14 ••i - 1'4, 1 I '; ' , • 1 .; : • f ' •:• i 1.4"/ Vi PS RAIA414* 201.■rr 4 '. ; i. ': ' 11 • . • ' : ? . ; l l t 1 1 5 /I M'& 5eCEF7 • , mPsorl TIC(30 I, 11 1 • I 11 1 ■ 1 i(;.,'-' ,iHtit., (1AL! . , ' 1 I ! , : . : 1. :1 1 '• . .‘• 1- ' 1. • 6.1.46c-13' ( (Zi R,t;4';)' 1-i- — ; ' ' ' 1 ' i ' ': • , , • ' -; : ! ... 4 , • . • • 1 ' . 1 " i . _...-...- ............ ..4k.1 , ic.5%,4,1(: otviit, I. 1 .„ _, .. 1 ..; .. , ; ; ; ; ), ; ,_;...t..;.;„; ,.. ecko : .,.c:ot-tR6w1A-7/0i:J : • •.• •," y ,, - - , i'•••,-- . - - •--- i. 4i- 4, -I - --- -!-- ' I -f- ., t I , • 4 ; , 1 . i ."; . , . i I i ;. . t...;_ ..1., .. i.. 1. t , ...I 1 " i • ,' 4 ; ; 1 i • 4 . i 4 t ' ' • • I ' 41 •1 ' /1414.' 1..... I , , • • ; 1 •,.. ; I ' • i . . ; ! ' 4 • ! I 1 ' .1 t - ''''' 1.' 1 I I i i . '. I , I / ■ 1 ! I . ! , j I ' , • 1 k . ' I „ i ; i . If If . t :, . .; . t '. ..' i 1 4 . i. I . : . i . . .1. . i• ' AAt ,.. rrC4- 1 ' , • , . :,... , ,, . I i , , . ,- -1. , ,,-,,,,- .1 .- ---- • -; --•:•, '-,--', • I -i- i, - . 1 , 1 1 i 1 ', , ., . . 1 .1 .., .1. i ........ 1 . . .: - t • , 1 : . , , . ,.. -t.6044idt4 .z...• lieav"Iii.ti hi. 'isf4g0R--(,?;.-=::: --;it?,','..lbisi' ; ,......O1'.< 'faY:. : : • • , .., ; , . 1 1_ , .1 ., : ; , . ,..i -4 ; -.I 1,-i 1, , ; I 1, i I , • -I...:. i. ...,.... .., ,.i I .i. , . .. .., , ..,. .. . . . ---'----------5t4SPtc-riCt\F--1-• i ; I • , , , , , ., , i...1 .1. ;..1, , , ., 1 , i , •.: •; , ; ; 1.! , i -I 1; 1 .1-- • 1, , ■• i • ,.• 1 , , ' 1 4 : . ' ; -1 I. • ' 1 ' • i i - - ... ; ! .1 '; ,‘ . I 1 4 1 I 1 I . ;- • ,L.t I. .. . 1 I. 1 1 • _1 „ . :. , 1 : ' r : ' . 1- ' 1 i ' 1' - I, - .• ; .. 1 • -- • , , • ', i . ..,. • . , ..! • .,. ' -1 • • • ! : 130 Andover Park East, Suite 302 Tukwila, WA 98188 (206)431-7950 • FAX: 431-7950 • :0 1)11"• . - • • -.1$.4.1.1 • , 4 n, , h..:7;11 .r 40.01 , t • , • ._i44 jJ.iITI4. a 1 MO Anderson - Peyton JOB ET JOB # SHEET OF Ern Structural Engineering Consultants ,�� 1 l /30 DESIGNED DATE f %9 L PROJECT 1 \OHN OP CHECKED DATE f vP... j._ L.oci°s loN 1101i.1010 • r. o ■31 2,161k- 2 130 Andover Pork East, Suite 302 Tukwila, WA 98188 (206)431 -7950 • FAX: 431 -7950 oho Anderson — Peyton JOB # X92 -d�'!O SHEET OF Structural Engineering Consultants DESIGNED a DATE 11/30 gZ PROJECT r-1,0M K)1r CHECKED DATE .15fs:9. -L23'IIik 0;138_; E'tsl lL} G&-4.S (vilooLD R M iA LL) ML) wi4t4. - o E Na S .c /HL s!ASf ?Cr1( doc k ALL TizF31' . R'/ (f1) jb (c) I, ) -- I.7 • UNa.t INfo✓t.ceD Fv vA.;J s i PA+►si ?qob ) 7. r 7; L/$,'' GL1J 611".4.-', J t 6-I i :14.40.14A CA° 1T`/ 01= e9/3i.. pw foti. 3i.n Liss ' THi 4 /� �� ; V. M 111utM)ML1 l) CECOJ ou rg2«arL 14/1444-5 . ,17t`,11 ' V 64 1 hl f", ci4 64'r.y{.)P -. 84cf�, vL, , A M44 -`t. s /1 130 Andover Pork Eost, Suite 302 Tukwila, WA 98188 (206)431 -7950 • FAX: 431 -7950 ®oo Anderson - Peyton JOB # 92'116 SHEET OF Structural Engineering Consultants DESIGNED 2)12-3 DATE /i /g 2- PROJECT 1\ 0r1 CHECKED DATE y,� : i -079-; I(2S ' ...[ ' ! i — .Mb6-il 44tJtij oP A-l- CAST ,$ a tY2.11 1 01-4 (bLeckED Noll, UiAlatiMl;r�c5 (Ca.o0 Z) ' ss 146 P1-F > 135 pi.F Q9eP e6„0,c, '..l 1 S� � . f- -'-awe .-= .i_\ ' /�,. � w� /1 .�' � �.�; ✓.i.- i37 '149 1�TH1 bs 1 - 133��ih 0TrNSi i I I ' 08 4\SSA1rti (W ,' G. Fr, P ib t. LAP 11,1 pec6.1, i f (c--(1.1 ,? ' 0 `, e 1A-7-i . c pLIC ;57 'Titer ,� ; jiE. i�„s' ; ' bi� ; Y 130 Andover Park East, Suite 302 Tukwila, WA 98188 (206)431 -7950 • FAX: 431 -7950 = Anderson - Peyton z1I6 00o 000 SOB # Structural Engineering Consultants DESIGNED PROJECT SHEET OF DATE //30/92.' CHECKED DATE • -2-14. 11_6001' .. 34Ig 130 Andover Pork East, Suite 302 Tukwila, WA 98188 Oc (206)431 -7950 • FAX: 431 -7950 ❑C7❑ Anderson - Peyton iirn Structural Engineering Consultants PROJECT �01�1 JOB # 92146 DESIGNED R I PS SHEET OF DATE I2,/419z DATE 130 Andover Park East, Suite 302 Tukwila, WA 98188 Uc (206)431 -7950 • FAX: 431 -7950 GENERAL S,T R U C T tJ R A L '•N O T E•'S' DESIGN DATA Conform to Uniform Building Code requirements a nd as follows .; live .'. loads: roof 25 pef floor 100 except storage 1.50,.. wind. 20 psf .• .seismic 0.133 W Douglas Fir timber piles, pressure treated in accordance with'•. U. B. C. section 2810 (a) 1. Minimum.. tip 6" diameter., Drive • to minimum bearing capacity 4of 10 tons in accordance', with,U. D. C. section 3.28.07 (b). There is approximately 25 feet of soft ground at.t,his: site so average pile length' will probably be 30'. Measure slump.. per ASTM C -143 , ' f'c based on standard 28 day cylinder tests f!c Min. sacks cement / cu. yd. concrete where used ' max. slump;', ,• t r :2, 500psi 5. grade ; beams :•2,500 , ' • 5 pipe filling 6" 2,500 ' 5 . slab on . ground 2" maximum size aggrega toll" in grade beams, 9/16" balance. 'Reinforcing. All reinforcing steel shall.. be ASTM A615 -68 and', . ' grade 40. .Reinforcing shall be securely tied in place with 1/16 , • double annealed wire and in bourns and slab shall be supported on well cured concreto blocks or approved chairs... Tt shall be detailed in accordance with the ACT Manual of'Standard Practice for Detailing Reinforced Concrete Structures. .Placing plans and -'lists shall 'he submitted •rind approved by Engineer before fabrication. All bar laps shall be, 27 diameters '(1' -6 ", min.)",-,except 40 bar diameters in block. Welding, even tack welding of reinforcing bars to other bars , or plates, angles,.etc., is prohibited except where specifica113 detailed on 'the' plans or approved by the Engineer. Constoints: Maximum spacing 5p feet o. c. 72 hours minimum between adjacent pours. They must be clean and free from dust and laitance, roughen with a chipping hammer or by sand blasting, if nocessarz to obtain a good bondable joint. Locate these 'joints as shown on..the plan by (C: J.) and•in accordance with U. D. C. section •2607.(d)• ' Conduit: '' A11 electrical or telephone conduit embedded in concrete shall be steel, no aluminum, of any kind shall be embedded in "concrete All conduit placed in slab shall bo at mid -depth of slab, no less than three diameters o. c. 1 kr-fitcliMSt4T F 271 J Ern J Anderson - Peyton E Structural Engineering Consultants PROJECT NoN STS? JOB # DESIGNED CHECKED SHEET OF DATE V23/73 DATE 130 Andover Pork East, Suite 302 Tukwila, WA 98188 (206)431 -7950 • FAX; 431 -7950 P, -t% 0 - , Cott -Ft IIMINIIIM VY?/477 ON RE • ► i , ' 1 i, ISI i g i ,. �/ fZ � -1j1 ' "r( I i i 1 1 I. i , ,] I� �� r III /� /ry/ 1 �J�_�7y' v J . ., , 1. I { ; � � l L ;z, �aR4 _ i- , .. _. ... f . !.. 1 I .. .i .. .. .. .- __ __..._ ' ._j._. ,. _,.___._... -._. I tJV'C: i .. ...... I-- i 11 t- �•L,+. .. _ . 1, .. .. -., , 1 �; i srl Pas , 1`�, ply..t + �..... S ,,�;,+ b -;- CoN f t 4�� T' MSC' ►gip REoc T! occ -y�:� —+ i jj77 () .1 _. _ s t1 - , , • i ,I 130 Andover Pork East, Suite 302 Tukwila, WA 98188 (206)431 -7950 • FAX; 431 -7950 4-1-T-Arcf-1-114E6ir z 1 rion Anderson - Peyton JOB # C12.1 4G SHEET OF Cian ocn Structural Engineering Consultants DESIGNED la 1 ita DATE CHECKED DATE PROJECT N ot4 , ; ■ 1 . ' ; ' ; 1 1 i' I ', :-. : Fli=till'it6:1r,?: 1 ,E:-)C (AT/ 1,1 1, Cii4ii4 CONAAi/f/ , . t 3i4spg.t,TIoti! : ON , 1 1 • .• . . • • 1 . ) .i. . , .lo i : . 1 • . „ 1 ..• '1,, ,2:,....s.: ob- ,' , b' ',..6.1.4 ...; • 0 frc • -- ,. i :- 1, . . ) • , • 1 .i i ■ . .; ,.i; . ,. H , : , , , ; ; : , i • 1 1 '1 , , 2., , u(1 :, 4. 4v1• 6 . ; ;t ; V, 1. . A ! , I-P 1,1 , 1 , , i : •,.. - - - 1 . ; ! • I. -' I '1 I: • 7:L- 15 /7'ri! . d.--.44' ! .... .-; . , : o : k A 8? —0 i . , - . i i. : • 1 , : , f • • ' : • . - • • .i. : . .• ..,.. i.. J , ; , -1 • • 1 ' - 1• • 1 t I • • •'• 1 ; ' : , 1 ; . f•• 1 • i 4 :1 ;-- ' ; 'I ! ; : • I ' ' ' -i-I • 1 ' : : ; I i X. • 1 g i.-65-c-ct&t'or,.,, ,...,.L.....:.•,:.--....,..-L-4... .,:....•..............____ rr.4 i 1 : . .. : , . . I i :01 I, i _i ---,---,....„, , ,.. , • ,13A-ivv .1 , 1 - -I , • : , , . i.. ; :. ; , : j'e • 1 • t 't • { - lij ' I- 1, • I— • ; I- • I •e, \,u2i I ' - i• 1 ‘• ; ; ; .1 . ' 6) ....,00 e'• ' , A , ' t . t ; ' • : :i: (.74;:;,r 1 i : 1: : . : :.■ : : t vc-r",-(,,-J,--k-lz/s•---12s4V-7-'.---- I,J . , .• I .. “... II . : . li 11 ; . S ' 11C'e - 4.t14* . , i . ;• ..... . . ! : • , ,-.. , : . 1 . !Ii,to •-!- , -I- I S i ; I ..... . . . ..;_ ....L I 1 AT.,... .,,,L.,,,,, , c3,,,,..: i • , , i ,. .4 , ; ..—. , ..... . 0 t..7- (.. ..4›....-.1 „.. •—•1----- • 1 I. 1 ; . ! '; . .1 . 1 1 . 4...4 ■.... . ■■ . i • t ' i ' 'il .....'t ' 0 t ., L 1 . ■ i- I ' ' ' -. I I . . J .' ' I . ' .16(4 . ■ 4.110 • I • .:III,1 !I.! I...: II ' ■, 14--.!:-'- .1 : 1 i 1 !, • ' • , 1 ' K.- ' ---,-%-----kAt-i'ciz--24‹ i LH : — ; ; ; .; ; ...; • i i ' 1. 1 ! . 1 , . . 1 1 ' • 1 . ' ' 4 - ; • ' ; ., , ! I ; • ! t ■ i ! . . , . • , , ! ' 1 , ' ; ; 1. ; • , .......4......---............,...i.--.,.... ......... - ......,...........:,.........................- .............,- 130 Andover Park East, Suite 302 Tukwila, WA 98188 (206)431-7950 • FAX: 431-7950 O1000 fD Anderson - Peyton JOB # SHEET OF ®�❑ Structural Engineering Consultants DESIGNED ' DATE 1/% PROJECT 1')t-\ S'MP CHECKED DATE PLn:H ,O litio Erg izA tiM(,..: ■ '!' AI �; • .LEF l3 FT�16, { • I • .1- i - -1 :I ;, i f _i t 6'1)4-60, 'i I.,;(3,, ;, 1 t•40#0' ;14,e ; ,;.,,..... , 1 n . .1..; ... , i I .l ..;...4:4._i...._ . . _ . S . � J _ . 8� CS . - u 4-0E14 i '3ar I (1';2 e 2.. I. ,i / . 1 I i !_ I 1, / 51 j?sz .4.. — ?S ii--X •Y • 1i ? I c • 1- ..i ... 1. .. ..t 130 Andover Pork East, Suite 302 Tukw lo, WA 95188 (206)431 -7950 • FAX: 431 -7950 • IDERSON • PEYTON DEC - 9 1992 RECEIVED 2is1ric1 Water no. 125, Country Telephone: 242.9547 CITY 7u/-'4e.)/2 DATE: /r.'7,2. NAME: ©h*/ .1itr/9.'o PHONE : 4 ?/- 7/56 FRANKLIN PEARSON Superintendent ANN WILSON Of lice Manager P.O. Box 66147, Riverton His. Br. Office: 2649 South 150th SEATTLE, WASHINGTON 98168 ,e) 6 Soar% -4f/T ft/ /do - o dE.e. 51///e Ada . /1/-41€///z-, a% /9 /f ADDRESS OR APPROX ADDRESS : 4.144/7-4g6 495'S /7521� .59�i�Fr fang ,c' c% --47. LEGAL DESCRIPTION: LOT BLOCK: ADDITION: PROPOSED USE: Fsf,pu RANT ************** 0**************************** ** ***** * *00**0 *0 **0*0* *0***** ** TO BE FILLED OUT BY WATER DISTRICT NO. 125 SIZE OF MAIN SERVING SITE IS Z7 INCHES. MAIN IS ,dC7. • FEET FROM THE SITE. !► THE NEAREST HYDRANT IS APPROXIMATELY. FEET FROM. THE SITE. THERE IS APPROXIMATELY 40-Cia GALLONS PER MINUTE. • SINCERELY YOURS, RUSSELL AUSTIN /it_d Zle. 0%4 7A, ©N 3 4zrN /� f JAN 1 4 1993 PERNUT CENTER To: Greg Villanueva, PW Utilities Inspector From: John A. Pierog, PW Development Engineer Date: September 30, 1993 Susbect: Non -Stop Bar and Grill 12606 Pacific Highway South (Project No. PRE92 -028) Final Inspection ,39C\ -) 7 DI 0 The Developer,' s Agreement for the subject project has : been executed by the, owner... This agreement obligates the owner to participate in the cost of frontal improvements which will be constructed as part of a future City project for Pacific Highway South.. I talked with Ron Cameron about the need to have a fully executed agreement prior to a final inspection. ,Contractors and subs appa- rently will not be paid for their work until final insPection ap- provals have been obtained. This project had been substantially de- layed by the City because of landscaping issues. The agreement has been approved by the City Attorney as to format and content. It was felt that in this case the final inspection for Certificate of Occupancy could proceed „ the present time If you have any questions, please let me know. cf: Ron Cameron, City Engineer. Development Fife •JAP /jap September 21, 1993 Ms. Denni Shefrin City of Tukwila Tukwila, Washington Dear Ms. Chefrin, Nonstop, Inc. 12606 Pacific Highway South Seattle, Washington 98188 September 20, 1993 With reference to our meeting on September 15, 1993, we agree to do the following landscape improvements. The following two phase process will be as follows: 1. We will do.the front parcel which runs parallel to Highway 99 on the north parking lot to include improvements listed'on the blueprint. The additions will include the Sweet Gum, Amber tree, and ivy as the ground cover. The improvements will be accomplished by October 20, 1993. 2. Phase Two will include the remainder of the improvements outlined. This will be accomplished by December 31, 1993. 3. We have enclosed a bid for landscape improvements. 4. As discussed, we are over budget. We have enclosed a letter from our banker which explains our current monetary status. We are prepared to sign a developers letter to guarantee the above mentioned improvements. Thank you for your support. Sincere1 • Mike Ste • President ens. SEP -20 -93 MON 09:46 (iSEAFIR& SEAFIRST CASINO BRANCH CITY OF TUKWILLA PLANNING DEPARTMENT 9 -16-93 FAX NO, 206 347 3133 RE: MIKE STEVENS CREDIT LINE # P, 02/02 DEAR SIR /MADAM MR. STEVENS AND MR, STANGERS CREDIT LINES ARE. CURRENTLY. AT THEIR MAXIMUM CREDIT LIMITS, ADDITIONAL LINES OF CREDIT WOULD NOT BE FEASIBLE AT THIS TIME..SHOULD YOU HAVE ANY QUESTIONS PLEASE CALL' ME AT (206)355 ..1177. ST VE WARDS VICE PRESIDENT AND MANAGER Seatlr Bank.Cdeino Blanch /85QO,Evergreen Wav/PCSI Offlca BOk 2R3AlFv,arwM IAlnehinn�n�'eQnno Ye,�a...: inneC`eec ,.� -�': EP— 1 7— 9Z f= R X 5. : 4 L h41.1:6Let -4 r•t September 16, 1993 Hill Johnson Johnson 'I'.1. 3960 150th Ave NE Redmond, WA 98052 Dear Sills AO you requested, 1 have generated a revised, non - binding proposal for landscape installation at the Non Std Bar & Grill in Tukwila per specifications as provided on the plan. • Install pressure treated timber curbing • , Add soil to grade • Install Liqui.dambar and Ivy • Topdress with mulch Total Materials and Labor: $ 12,300.00 + tax As the initiation date approaches, a finalized plan with complete specifications and planting details will be submitted for approval. Thank you tvr requeotin' thim rov'icion.' 1 look fnrwaY'd to working with you on this project. Sincerely, Fred Marshall Area Supervisor FM /ld P,O, BOX 884 • 22105 STATE RT, 9 S,E, • WOODINVILLE, WA 98072 • (206) 461.081,9. PAX (206) 405.0601 -1V1.1.I 1 fl s NOISHO 1111=10 NOIONIHSVM '3111V3S S AVMHOIH OtIIOVd 000LI VS dO.S-NON • IU.1 •..J11. za -s -u 31,10 3OSS1 SMP : AO NMvaO W /1/SMI' :10 03NO1430 OfIZO :•OH 1O3rOHd t.. —..- _.Jockia3a0aa � ti of SHEET INDEX Consultants 'v • Y.3 u J aI • ," . —'• —•• 3M11 7. i 8376aa C� NA a,0 C 4 _\ . N L •• 011.1 ,D•Di- rs- 5 ro Ntitua'a06• • MAY 07 '93 14:38 ANDEPPON - PEYTON Gam Anderson' -- Peyton 000 Structural ,Engineering Consultants 130 Andover Park East, Suite 302 Tukwila WA. 98168 (206) 431 -7950 c=x FAX: (206) 431 -7950 TO -00/1%- C.._ -- P . 1 L TT OF 'MAN SMOTTAL DATE Z JOB NO. . 2, ATTENTI•N pAro, c-Aii 0b4 PROJECT, N r' We Are Sending You: VIA : / ❑ prints ❑ Mylars ❑ Structural Calculations lid Fax__ Sheets Including Letter Of Transmittal Xerox ❑ Disks ❑ Other Q Plck Up 0 Main ❑ Delivery By Printing: ❑ REPROGRAPHICS HOUSE These Are Transmitted As Checked Below: ( As requested ❑ Approved as submitted D For approval ❑ For review and comment 0 For your use 0 Approved as noted ❑ Returned for correction 0 REMARKS: `117tliAAk, "r2.1-Ls la s- op— rc 44.7rbtEde, J • V V I • DEVELOPMENT COPY TO: SIGNED: (9-44' (kui-2ui If enclosures ore not as noted, k/nd /y notify us dt once MAY 07 '93 14:38 AND ON — PEYTON P.2 PAq PROJECT DATE PERSON COMPANY Anderson - Peyton PHONE LOG 0 CONFERENCE 0 Stt'uoturat Engineering Consultants MEMO L!7 INFO 0 t.a i , PrA-' GL � PrtJ� L- A°i�OhJ TIME c ry KM, l, Pf i t t Pt L.44444.1 _ .: , ALs p0 fro As ifroxe. 1- 4Tom 1 1I c. ,1 c' .Ti ti- F�-pr ' .. PROJECT NO, '12- (46 PHONE NO. '411 -73 78 FAX N0, x}31 -3665 PAGE l OF 2- DISTRIBUTION; Jar ,._.. FILE ❑ 0.) t. L4.141:77.191-4 . ; R-pP '. ' -7. i,440 &b4- . f' .ht7bN 4.4j 4 s°- 7L 1/, /4EtA el c A 4Py, ! .O cA- 47. cons t - N PogiiiL4 _... ' .. ;..Vt4T .zsioc'S , 44. s1),4(As 1 'Yob D -Scc. s / C; e:)014Fc.Cyv wn° NI watt ' 5 >,�t ... t ti> r.tJ, peas -1- S w'.ui -5d ‘16 007" ' i `T I-t'cs A St M, c tAit. 'To . 0:4 covro t, .D14t A-S . Potrrg4_. ,. A • e.>;,re. :., p4.0 cam, Pur A- 4 )4g; . Par . ix' toe- STL-D, - 6441.. Lt) uterizoi4.. R (N) t.471 nuitekto coi 7 reik4 ,/t) sue, ce 4.11.4 6v ,SIQnature 130 Andover Park Eatt, Suite 302 Tukw9a, WA 95186 a (206)431 -7860 • FAX: 431-7950 MAY 07 '93 14:39 ANDER -PON — PEYTON PROJECT A n d e r 8 0 f - P e y t 0 fl PHONE LOG ❑ CONFERENCE 0 a truofurat Enginaertng Cortsu6tc�nt8, MEMO CeiNFO ❑ P DATE f(11 J TIME PROJECT NO. PERSON — b PHONE NO, COMPANY C LT 0E- CA/tit FAX NO P.3 2•..1''ir '0 i. L P t 24.114,' x I1. d. %a I P c4N-K • I ... C./ ..-hut.- Zot.4 , �, t S t.+45,! 3E.. 4,r,i-mt e1 Y p o cOw;•o v ' * tk) 744.4100i. t.ALD rot c •r o kS fitn Mt.. .TP %I 104)e : H ,FtAEdt. Q,,4 TGokd, .pd /01 . Pr-iii, : ?At to ibk. dy 4PF 'tog4 14415 thl 044 : From , x r. ...ir; ,- lb . CMv .- ol, nuiw"C' 130 Andover Pork Ecit, Suite 302 Tukwila, WA 95186 !Siena ire (20e)431•.7960 FAX., 431 -.7950 CITY OF T iCWILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 (206) 433 -1800 MEMORANDUM TO: Pk '/J /TS FROM: LD,•yN .q ,►o/ r,t'a DATE• • 1/4/9--4 SUBJECT: • .: zzdv A/w/v4 A✓i17,4w,/Y . SdI'7ry 1 V ii7/LS zAmvos•cA .oiN0" P1AiV' / / 7Eo. r .onr.6 roz.41 /A,in/0r 1S' Cam; .. /4/S. fl? P1-#94 /e/AV (rvyEFe/N) ,-CONSULTING 1200 - 5th Avenue, Suite 1910 • Seattle, Washington 98101 • (206)624 -8150 • Fax (206)6248151 March 3, 1993 Duane Griffin: City'.of.Tukwila .:5300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 93 -T -01 (Non -Stop Bar & Grill) Dear Mr. Griffin, We are pleased to announce the restructuring of our firm. have changed our name from Mahan & DeSalvo to The Mahan Partnership. Please update your records to reflect this change; however, our address and phone number remain the same. We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 . Edition of the Uniform Building Code. : .We have no additional comments. Enclosed are the drawings and calculations for your use. Sincerely, Crys al Kolke CLK :2 cc: Anderson - Peyton:, ;130, Andover Park.:Eas Tukwila, ` "WA 98188 , Suite 302 tti:CLi',tD CITY Oi:1 UKWILA MAR 3;190 PERMIT CENTER William E. Mahan • Dayle B. Houk • Crystal L.. Ko lke • Carol" L. Olsen 41111 Mahan &DeSalvo CONSULTING ENGINEERS February 5, 1993 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 93 -T -01 (Non -Stop Bar & Grill) 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. We must receive two complete sets of the final construction documents before they can be submitted back to the City for the issuance of a permit. The drawings we received are for bidding purposes only. 2. Provide an existing foundation plan with details of existing piles, grade beams, pile caps, etc. and specify allowable pile capacities. We are concerned with, for example, the point load between Beam #3 and the existing GLB to the south. There must be some provision made to the foundation to accommodate a 10.85 point load located between two piles that are spaced about 12' -0"" apart. Check similar conditions. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, ' Cry al Kol CLK:1 cc: Anderson- Peyton. 130 Andover Park East, Suite .302 Tukwila, WA 98188 FE& 1 01993 - P,9mtviUNrry City/of Tukwila Department of Community Development February. 3, 19 Mahan '.& DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 Regarding: 93 -T -01: .(B93 -0012) Sorry for the delay with the Structural Calculations for Non Stop Bar & Grill. Please call me if you have any, further questions at (.206) 431- 3671. John W. Rants, Mayor Rick Beeler, Director .Sincerely Syl ria A. ;Osby Permit Technician 6300 Southcenter Boulevard, Sulte #100 • Tukwlla, Washington 981811 . • (206) 4313670 • 'Fax (206) 4313665 • c City of Tukwila Department of Community Development January 28, 1993 Mahan & DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101, Regarding: 93 -T -01: .(B93 -0012) lease do structural review per U.B.C., 1991 Edition. John W. Rants, Mayor Rick Beeler, Director .6300 Southcenter Boulevard, Suite #100. Tukwila, Washington 98188 • (206) 4313670. Fax (206) 4313665 • ri• TO 0 cjc. F R 0 M 3'172.? trY • PA-0 L-L. uj LA SUBJECT DATE MESSAGE REPLY IK 1(0(4/ . , ,• . . • . • SIGNED REINFORIVI. 4S 472 SIGNED SEND PARTS 1 AND 3 INTACT • DART DADTi 1.41/111 111C !ACT' iDtacn WITH DODI V POLY PAK (50. SETS) 4P472 CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B93 -0012 Status: PENDING Keyword: UACT User: 1677 Tenant:. NON STOP BAR. &.GRILL Address: 12606 PACIFIC HY S 02/02/93 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 734060 -0602 Owner: WERRAN STANLEY -TRUST Validated By: SAO Plan Ck Approved: Status: PENDING Applied: 1/14/1993 Issued: Active /Inactive: A Completed: / / To Expire: C of 0 Issued: / / Bus Lic #: Nature of Work: ADD Location: Category: ACOM Zoning: C2 Census Code: 437 Streams: Slope: Y Setbacks - North: Valuation: Type Const : • . V -N UBC Edition: 1991 F7= Update, F2= Previous INTERIOR NON BEARING WALLS, CARPET, RESTROOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Gas /Elec: # of Units: # of Bldgs: 1 Pub Own:N Wetlands: Water:125 Sewer:VAL VUE .0 South: .0 East: .0 West: .0 50,000.00 Fire Protect: Type Occ:0020 RESTAURANT Occupant Load:294 Occupancy Grp:A -3 Line, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B93 -0012 User: 1677 02/02/93 BUILDING PERMIT Route: 1 Current Route Line: 6 of 9 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Assigned 01/15/93 02/02/93 .. /.. /.. Priority (0 /low..9 /high): 0 Regular hours (HH.MM): Comments 1[000. LOAD 2[ 3[ 4[ 5[EXITS 6 Overtime Hours(HH.MM): DINING W /DECK = 285 KITCHEN = 4 OFFICE & OTHERS = 5 TOTAL =' 2 9 4 ., . ...,.•......... O.K.. 7[FIRE - PLEASE REVIEW AND COMMENT 1. ] 8[ ] 9[ ] 10[NOTE: POST OCC. LOAD. / REST ROOM FLOORS ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. L► I I Y Ur0,VV I LM T < ;,:;n;'f` : 4 , . . . . ° . , t . ,.•Y ',Iff449,41 M ETING ATT 64 DANCE RECORD yy CITY OF TUKWILA Department of Community Development Phone: (20j) 431 -3670 - Building Division / `?/ 6300 Southcenter Boulevard — #100 r �QO Tukwila Washington 98188 PRE - APPLICATION FILE NO. PRE92 -028 PROJECT: NON -STOP BAR AND GRILL . MEETING DATE: 11 -19 -92 TIME: 2 :30 SITE ADDRESS: 12606 PACIFIC HY S • DATE CHECKLIST MAILED: 11 -20 -92 By: DLM STAFF PRESENT NAMES / TITLES En Building .(431 -3670) DUANE GRIFFIN7BUILDING OFFICIAL [ • LI Ell E4 Fire (575 -4404) NICK OL I VAS /FIRE MARSHAL Planning (431 -3680) CAROL PROUD7PLANNER Public Works (433 -0179) RON CAMERON /CITY ENGINEER ❑ Parks & Rec (433 -1843) Pi Police • . (433 -1804) TOM KILBERG /CRIME PREVENTION OFFICER El Permit Center (431 -3670) DENISE MILLARD /PERMIT COORDINATOR ❑ Other: ( - ) APPLICANT / REPRESENTATIVES PRESENT Contact Person Others Present Name Jon Simpson Company/Title Anderson - Peyton - Structural Engi neeri ng Street Address 130 'Andover Park East Ste 302 City /State /Zip Tukwila, WA • 98188 Phone 206 431-7950 Name Mike Stephens Company/Title Non -Stop Inc. Street Address 16607 3 P1 NE Name Phone 206 365 -2651 City /State /Zip Seattle, WA 98155 ' Phone Company/Title Street Address Name City /State /Zip Phone Company/Tit!? Street Address Name City /State /Zip Phone Company/Title Street Address Name Company/Title City /State /Zip Phone Street Address City /State /Zip CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER PRE- APPLICAZ►CN CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ETING` BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code,1991 Edition. Second 3. Comply with the Washington State Energy Code,1991^Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1991 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. n10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are In place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. NEI 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. n14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. F-1 15. Demolition permits are required for removal of any existing buildings or structures. n16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). iv KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and ▪ food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). Z. FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). I 1 18. Structural observation as required by Sec. 307, 1991 Uniform Building Code. C 19. I 20. Date: 11 t y 9 L Checklist prepared by (staff): d /, r r - w,-� / f CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE- APPLICA. ION CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 MEETING iDA FIRE DEPARTMENT -- Construction Information 1. The City of Tukwila has adopted the 19.1 I Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) r7f2. Fire hydrants will be required. (City Ord. #729) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) n 5. Maximum grade is 15% for all projects. n 6. Hose stations are required. (City Ord. #1528) 27. {24 A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require saparate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) n10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 4-991 UFC. [1"i. During construction, an all - weather access will be required to within 150 feet of the building. (UFC 10.207) FX12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. F.-/<13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and /or after the facility Is in operation. (UFC 10.207,as amended) P✓ 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids•or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". n 17. Adequate fire flow availability will need to be demonstrated for this project. 7 18. Aecchs Checklist prepared by (staff): Date* / /z' P:` i -APP ,ICAO Ni CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 MEETING DATE n i IMExati SITE � I DRE FIRE DEPARTMENT - Inspections 1. • Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections 'a. Installation b. Trip test Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Flammable liquid room a. Location b. Fire protection c. Permit Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. installation b, Drop testing e. Vent piping, swing joints, fill piping, discharge piping 1. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 1. Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other: a. b. e c. f d. r g Checklist prepared by (staff): Date. / #0Z- CITY OF TUKWILA OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PPL9CACON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 [Ul;EET1NG ...:.:......... DRE Ot/c!•' f••I n PLANNING DIVISION Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: .Boundary Line Adjustment n Building Site Improvement Plan ( ) Comprehensive Plan Amendment (—) Rezone () Shoreline Management Permit ( ) Shoreline Management Permit Rev. Conditional Use Permit ,C ) Short Subdivision Design Review" -C11 )0(.7- Signs) Design Review - Interurban () 0 Environmental (SEPA) ( ) Planned Mixed Use Development ( ) Planned Residential Development Subdivision () Unclassified Use () Variance (—) Other: 3. Zoning designation: Site located in sensitive area? Yes - f No • 4. Minimum set ack requirements: Front:"--- Side' Side: Rear: 5. 'Maximum Building Height: `)4\ Height exception area? 6. Minimum p r�g stalls required: Lei' 7. ‘-{El 8. 9. 10. 11. 12. eNE 13. 14. 15. 17. 18 19. n 20. Handicap stalls required: P bo 6F 6:F4==-. 64c0 mils 'Ls No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping required: Front: .Side: Side: Rear: a Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 1V3 P 2 /U4 JTrfD 1A 1Pu .i - a- 1ni 410 H T tiNe O)1 /W Get(PPATo PURR{ 1'W r -'p rv' g52.r) tr. LOT c Z ic3 7) 10 n( \S �, clF fn rS l- PWA W-1672. � ? acra,tdef J ai,°�1 Checklist prepared by (staff): Date* • CITY OF. TUKWIL/t• DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PE- APPLICATION CHrKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 3 Y i N ; y i £ . J SL y f f f, ! 5' �� 3 E'APPLICATION FILE PROJECT 't °s F k. (,, v L Y , .. r.. .. �r .,.. : . : .J G s�isc� h TME r ; 4v ?u 0.% *:: s z V.,MEETING;DAT aSITE.IADDRES - .:c*7; ,,,, sva ,' . %,> ,.xxc +f, r, ..... :.t r.,. a , r� r.;a X3%'3 r. ...:> 4t xr:; ,,,,,, :st ;s. , . PUBLIC WORKS DEPARTMENT l Y ▪ • 1 Apply for and obtain the following permits /approvals through the City's Permit Center: Channelization /Striping /Signing n Sewer Main Extension (private) CM Curb Cut/Access /Sidewalk 0 Sewer Main Extension (public) 0 Exeesdatief-Ep Ile) 0 Storm Drainage (red. _ram *Pa) CT) Fire loop /Hydrant (main to vault) n Water Main Extension (private) 0 Flood Zone Control 0 Water Main Extension (public) 0 Hauling (2.000 Bond. Cert. Ins.) 0 Water Meter (exempt) E) Landscape Irrigation 0 Water Meter (permanent) WO ' a0 (p 0 Moving an.Oversized Load .. 0 Water Meter (temporary) ro` °!y ��� -��� 0 Sanitar� Side Sewer t47/ VuG 0 Other: �o 4 to /y no chanye- rFv.r� CJflltinef) E 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). All applications and plan submittals must be complete In order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided 'on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. Water and sewer assessments may apply and will be determined during the utility plan review process. . Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. (sec zm */) Provide Hydrological - Geotechnical analysis. L:q ay ;,�� �° �� prk . q(eet� Provide erosion control plan as part of grading /fill permit application.<ir/o 9 ,--4//7 rhowi) Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). I, No pc!r•k-in3 ih P-/t4/ 17 g. . - _ r: 2.. 'N o y. r1 10. Provide developers agreement for E r s�.!« PQ r4j4oi'ury L_.1 1• 1. Provide the following easements and maintenance ce agreements: accc.cx vG�./ G..,,rernea4 OPcrass /7rrf,.er� El 1• 2. Provide water /sewer availability letters or certificates from districts serving your development. 0 13. Obtain Metro Waste Discharge permit or approval (684 - 2300). /NESS 'CLARgT /d✓(AT%AGNEb) Q 14. Complete and return to Metro (self addressed and stamp provided). 15,• Review the following City Studies when designing your project and preparing your plan submittal: 7-7/E /V42'r7w, vo szu/TH ,c',0RfvNo- Am-E4s..V1•0441-.0 g$-,p r,Er'F 77-7EO 4Y 177/ Oih/y•l47rE/2 16. ,S4'/°i4/?/OY/O/✓ GATC/i .4'As /NS- Cvi✓ 4...6 &-k/sr/,,.t;. Ii p4'WN ,°Ud•IJG RIM✓. • • .07,V / N O E ) " E W 4 E / : 7 ' E S r / M 4 7 & — O/r' 7 X ∎ . = i s d o e - N d e . . r . z a t W • /YAYCE ~Air: • .- ,, • 1 WE /VEER 17. 12/E - • :.o MS . :. _,c- ,.s _ ,r, _ /VO.CTN PP'rOI°E 7Y 4 WE 4 AO GIME W ?N /A/ 1,01C47-e7) .S. /.z4 .ST. e /{4' C18. /kV .arQ�• 4 id,e00 .sra rs0,.e <s A/4" I v l 19 .1/,eF /5 7-4/ --- ,dip / /I/ -/i F1,7E,4°NA2_ ,QE- -aszr: ivr/ =-At --,:me ? ` ! • E 20 /T4'Y /vNEo 70 5' /9-A/ ^/o -'r h,.o7 . vF A/Y.9 ,e,n vYS .4.e'E' 6'Gfr--4, . Checklist prepared by (staf / / C.� Date' /1/7/,'" CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE- APPLICAL ION CHECKLIST 6300 Southcenter Boulevard, Tukwila; WA 98188 Telephone: (206) 431 -3670 ETING ADDR ::::....::.... PRE - APPLICATION FILE NO. Pre 92028 PROJECT: Non -Stop Bar &Grill MEETING DATE: 11 -19 -92 TIME: 2:30 SITE ADDRESS: 12606 PHS CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433 - 1823). 2. Windows: Consideration should be given to providing hardened coverings for ground level windows where glass breakage would allow for access to building interiors by burglars. 3. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 4. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. 5. Lighting: Energy efficient security lighting is a relatively., low -cost, yet extremely effective way to protect your business.; A well- designed system will: Illuminate a security target. Burglars and vandals simply: don't like light, preferring the cover of darkness for. dirty work. Create a psychological barrier. Alarms can frighten, would -be intruders away once they've reached your building. Security lighting discourages them from even`•' coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and capture criminals. Well - designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. 6. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the business is closed. 7. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. Checklist prepared by T. Kilburg 433 -1823 11 -19 -92 VICINITY MAP STATISTICS OWNER: LEGAL DESCRIPTION Werran Family Trust TENANT: Non-Stop Inc. 16607 3rd. PI, NE. Seattle, We 98155 0 INDICATES EXTENTS OF PROPOSED AREAS TO BE LANDSCAPED OVER EXISTING GRAVEL & ASPHALT PARKING AREAS, ASPHALT IS TO BE REMOVED AT ALL LANDSCAPE LOCATIONS PRIOR TO PLACEMENT OF SOILS. o GROUND COVER TYPE PLANTING (MINIMUM) & BARK TO BE PLANTED AT ALL AREAS 4- UNLESS NOTED OTHERWISE TYP. -5' -0" 18' -O" EXISTING CHAIN LINK. FENCING TYP. INTERIOR LIGHTING POWER BUDGET (PER TABLE 5 -13, WASHINGTON STATE ENERGY CODE) 6400 s.f. x 1.1 watts = 7400 watts allowable (emergency exit !fighting exempt) 113' --0" SITE ADDRESS: ZONING: OCCUPANCY: TYPE OF CONSTRUCTION: SQUARE FOOTAGES: OCCUPANCY LOAD: PARKING: PARKING SQUARE FOOTAGES:- F i' I• 1: r EXISTING TRASH --- ENCLOSURE (REPAIR & REPAINT!. AS RE EDGE OF EXISTING PAVEMENT Q'D) 64' -0" • 12� 12606 Pacific Highway South Tukwila, Wo C -2 A3 NR Seating, Dining, Game Areas - (Public Acessable Areas) Restrooms - Kitchen, Back Bar, Office, Storage - (Non-- Public Acessable Areas) Total Building Square Footage 6400 s.f. Occupancy Load (4350 s.f. x 15 s.f.) = 290 Persons 4350 s.f. 550 s.f. 1500 s.f. (1)- Parking stall per 100 s.f. = Handicap Parking Provided - Total Parking Provided - Paved Gravel Paved Gravel parking area parking area parking area parking area (existing) - (existing) - (revised) - (revised) - 64 - stalls required 2 -car, 1 -van stalls 57 - stalls provided 18,400 s.f. 13,000 s.f. 1 6,750 s.f. (91% of existing area). 10,225 s.f. (78% of existing area) That portion of the West 100 feet of Tract 39, Riverside Interurban Tracts, according to the Plot recorded in Volume 10 of Plots, page 74, In King County, Washington, lying East of the Easterly line of Pacific Highway South as conveyed to the State of Washington by deed recorded under Auditor s File No. 1996812. AND TOGETHER WITH Lets 4 and 5, Block 12, Riverton Addition per Plat recorded in Volume 13 of Plats, page 36, records of King County, Washington; TOGETHER WITH that portion of vacated south 126th Street adjoining the North line of said tracts, per. VAC. ORD. 5904; AND TOGETHER WiTH that portion of lot 6, Block 12, said Riverton Addition, lying Eost of the Easterly line of said Pacific Highway South except the East 123 feet thereof. VJ I z 6 0 North Parking Area That portion of the West 100 feet of Tract 33, Riverside interurban according to Plat recorded in volume 10 of Plats, page 74, in King County, Washington; more particularly described as follows: Beginning at the Intersection of the south line of sold Tract 38, with the Easterly line of Pacific Highway South, as conveyed to the State of Washington by deed recorded under Auditors File No. 1996812; thence North 12' 23' 12" West along said Easterly line, 203.50 feet more or less; thence North 89' 81' 12" Eost 120 feet more or less; thence South 1' 40' 00" West along said East line 200 feet more or Tess, to the South line of said Tract 38; thence North 83' 21' 12" West, along said South line 57.55 feet to the point of begining. TOGETHER W1TH that portion of vacated South 126th Street Adjoining the South line of said Tract, per VAC. ORD. 5904. LESS the North 125 feet thereof, along with easments for ingress, egress, parking, landscaping, utilities, water and telephone lines necessary to service the North 100 feet. Landscaped areas - 4,400 s.f. (on site) 1,650 s.f. (off site) 6,050 s.f. (total) NOTE: Existing parking area square footage reduction is 15% of total combined areas (paved & gravel) with proposed landscaped areas equal to 22% of proposed parking area. • ....-,- • .. • • ••■.•. • • •..•.• • ..•.•r • ..._. • • .-•••• • 45) EXISTING EXTERIOR WOOD DECK EXISTING NATURAL VEGETATION TO REMAIN 661- PROPERTY LINE EXISTING CONC. WALL -- 36 "± ABOVE EXISTING PARKING PAVEMENT ELEVATION TYP. INDICATES NO PARKING AREAS WITH STRIPING TO BE PAINTED ONTO ASPHALT PAVING TYP. • 1 • efi z 0 v) J PROPERTY LINE 1 ls.i • z• • XS a-' 1 EXISTING PAVED PARKING AREA W/ Ii'AINTED STALL STRIPING AS SHOWN. 42'- PROPERTY LINE 1 1 1. 1 1 (.9 cb cri z EXISTING NATURAL VEGETATION TO REMAIN • • 0 4. 4, 45 37 •• • EXISTING CHAIN LINK FENCING TYP. INDICATES PROPOSED LOCATIONS OF' 6' HT. TREES TO BE PROVIDED (LIQUID AMBER TYPE) • 4- 36 35 34 5' -O" 18' - -0" 33 32 EXISTING GRAVEL PARKING AREA EDGE OF EXISTING PAVEMENT r-- COMPACT STALLS NEW CONC. SIDEWALK PER PLAN TYP. 1-- •-EXST'G CB -10" 25'-7" ,- PRESSURE TREATED TIMBER CURBING TYP. •, •Y 4, 4, •. 4, 4, W W W W '1. 4- W 27 2' 9 2.8\ �.. Eyes NG 1•• DRp,1N��t o•Por•D Iron. s. • •∎• °� W 4, •Y W 4, 4, EXISTING UTILITY POLE LCCATiON W EXST'G CB (e'.. L PAINTED STRIPING & ‘c;,3 LANE DESIGNATION -EXISTING CONC. CURBING TYP. DRIVE• -THRU EXIT SIGN A.PPROVED ViBJECT TO ORDINANCE JAN 1 4 ■,:9: EA- I :: E -KING CO. SIX HEALTH EXISTING UTILITY 1--EXST'G CB POLE LOCATION CENTER LINE OF ROADWAY `\ EXISTING UTILITY POLE LOCATION .• A.� �--- EXISTING UTILITY POLE LOCATION 36-O" EXST'G CB EXST'G CB 55� . SHEET IN CS SITE PLAN & ► ' L Al TENANT IMPROVEMENT PLA A2 ESPRESSO BAR PLAN & ELEVATIONS A3 RESTROOM ELEVATIONS A4 DEMO PLAN & MSG DETAILS SITE PLAN SCALE: 1 "=2 NORTH F! FIRE & ENTRY ALARM SYSTEM PLAN SID S Si STRIICTURAL NOTES & DETAILS & ESE D A R STRUCTURAL PLAN ki Cl:l D REVIEW. CITY OF TUK; f LA JAN 1 4 1993. PERMIT CE VIER NOTE: EXISTING FIRE HYDRANT-- - LOCATION IS ON OPPOSITE SIDE OF HIGHWAY ADJACENT TO NORTH PROPERTY CORNER rio = And COO rson Peyton f /pmt Y. 15�rJ1. 'F!' :.b�`..'EJ"J..itiii: ei:et'.jiZ'i ii?3e{i;>:ik" Y. .f— Str'actural Engineerimg Consultants" . � 1. f:. � ..:»�<;•r.�uv'�,s��ttiarK�,.r;. a _.; eee HI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1lIIIIII 9 10 11 MADE.GEfiM HY 12 OP E 3 l W W ('j illIIIIilllll �I,1 111111111111li! i!?! iIIl1111111111111111111li11�l1111111111111i Ititl,lt,tltl! tlllt�titllitltlt�iltltltl iI1I!_lilt Ili' J•'' a j.I; ,Illtl. - 1tII1liy. 1111 i`1 II ll II'' I lit will I`. 3 4 5 o 7 NOTE: Lf the riicrofi.Lmed document is less clear than this 1 notice, it is due to the quality of the priginal document. OE 6z 86 GZ 9iiz SZ *72 Ez zz I 0? 61. 8 L.jI 91 G tiI £l zl lit dl, 6 III111lillli1!111 1111 1111111111111! 1111IIII1111 1lllli111111lll( tiaLllilll�llil�lil�lllilily111111lIi' 11111 11111111ii1 11lii11IIU .11111l11111iiIIII11111ill1llll )Bill i itllil 11111i111I11IIIIII1111111111 i 0 16THS INCH 1 2 t1E " TO JURIS ?s.,F.kiz:.:.�.,a'`tra'�"..� r '�' . �l4 aNaemeemteXvn� tt:.. ..._a- -i :.':ri.rc ..r - .....:tom; ^-,:.''''-..4 �..,aa ,....- +q-- r...•.' r. ---r -+ ..—+r. - �- .- .- ...."�,.,._...a•w�- --< -. -a ♦ a A• Ir a .. - -^y •. + .� _., ....r ««y ,.r • 4WS W; : ENAMEL PAINT SPLASH GUARDS 4 3 W/-ENAMEL, 'AtNT LAMINATE WAINSC+DA:T iYP.` 0,W8 W/ ENAMEL. FAINT LOW . PILE .CARPET. :VlNI.. COMP.'sTILE wJ SASE` COVING t�WP: W/ ENAMEL''PAINT` OWBAY / ENAi.4EI. PAINT GYd W/ ENAMEL PAINT' & SUSPENDED W/ 'ACOUSTICAL ' TILE G1 ;W/ ENAMEL PAINT . •. GWS W/ ENAMEL,; PAINT: LAMINATE .WAU sCOAT 1YR. w NEW SAR AREA 'W/ EXSra . WAstiep to SINK DESIGN PER OWNER 8eBf ' iii • Fra nt.. Self NOTE: . ALL EXIT L O S SHALL F1AVE PANG r(P; F1RE. HARDWARE & REQUIRE , EX1T'' NO. SPECIAL: 'KNOV4 EPA #0.O'ERA7 , B1D ER ;. DESIGN GYP., _ ....._ . ~-'INDICATES .SUPPORT COLUMN SIZE & TYPE PER STRUCTURAL PLAN) reP. 1. INDICA S , EXS1°0 CMU BLOCK WALL,' TO. REMAIN . TYR 2 IHT. A Telephone; NOTE PROVIDE' NEW CEILING AT RESTROOMS' PER ELEVATIONS, ON SHEET AaY, SEE SHEET S2 FOR STRUCTURAL FRAMING' INFORMATION "TYP. 3i�•!►�/��.�'� 41, 0 % V T` �0. � Y�V Y Y Y� Y Y �Y Y 2 -� o. Y, V V i .• i ,' v. Y i f V .�,.....� .., .� �► ,�.�`.�. • w. ,w� . �,. +►► 4.► �f ►,�i1���e�.�,wi,•�►'�,w��'h,ei. �i�w* A�1S,, i, i�, w�►. r► f„ ��ai►s. aas�ir. w►. w���w��Vw' �Pj► 1 ►.i'w,.Vk.�'f►.►"p�s��i.�wlP}. �'�11.r1.i.►`�' �►,+#!►!!,,�+` HEALTH DEPT. , INSPECTION: REQUIRED ON COMPLETION OF 'WORK PRIOR TO OPENING' • AL L ,: EL. OQi. WALL .I U N C1ONS AT KITCHEN' ' U �'' H AREA , v1 S NAVE`• COVED t§ASE W/ ;SILK N SEALANT C P. ;' x E)C S'11NG HVAC & VENT'ILA 'ION 'TO REMAIN W/ MINIMAL • SERVICING' OF' EXIST NG _.EQL*IPMENT :7YP. EX. SSTING , BAR. AREA GLASS WASHER TO 113 E . RELOCATED INT° NEW OAR LOCAT1QN: ALON a f/ SINK &c.;FLOOR • • SINK" DRAINS` REPLUMI�' S R 'D -� ; ,SINK/ DRAINS, * .. � LEO ,. .. . ',ND,CATES. ON ':SHEET INDICATE§ ON SHEET INDICATES SEA' SHEETS WINDOW'-TWE SE€ WINOQW SCHEDUL E A FOR ADDITIONAL 1NEORMA'I ON ' •,: C c ; T 'PE S `E ( ;SCfi1EOULi" iA 2 fC °ADDITIONAL •N 21�lATI N INTERIOR WALL. ANp /OR' 'BAJ4ET E1..E t ION A2 & A3 FOR ADOIi1ONAL - INFORMA1ION";TYP. : firer .;aw�:�ftc�CStd�:inn*l3.saaf bwev�nnir--+ ibao..< a�rz +;'sxvmaetvxi<ret94nci3t,N�,+,' I 111111111111 111I1111f 1f 11IJ11 1111j11111J1111111;1 11111111 0 Is THS INCH 1 2 3 'I1 IIIIII111111+1111IIII1,1Iitt,II 11111111111 1!1111 11111I1111 i+t iiIIIr 4 5 6_ 7 _ 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. y '%t,'tas7,iit:wdnc ,..c'...'.i. i> ..,..: „.�.,.f. �,nl >., xn1a.+..:s•ci.r,..• •v,..b:i.+- +wwr.,,:- ++fw.. ♦. i.;.: dts,.. w.a a' i._. s. r• w:.r..r+s�s,.+�tKx «.+f�hM.♦ti$: 9 10 11 U EiN GERhwn 12 0£ 6E 8C Le 9Z sZ iz . ce eZ LZ OZ 6l et LL el GL at el zl ll 01.6 8++ L 9I s ti e z l wW 0 1 i1lilllll 1111 11IIIII111111IIiii11111I111111111111111111II111111 ,11!111U111.1L10111111111 11111111 1111111111111111111111111111ll1J 11111111111111 1111! IIti1111111111111II1IIIILIIII1IIIIIIIII1iiii11 111 11iiiIl111111i111 i111111IIIIIIi1 11111IIi111111IIil1iiit1IIIi1i i iiii1IIIIIIIIIfl111I111 1111111 Y4�$• ,f , t.: R--30 BAIT INSULATION ABOVE REFLECTED CEILING AREAS TYP: -R--30 BA'1"t-� ---- -.. INSULATION ABOVE ' REFLECTED CEILING AREAS ;VTTh EXISTING EXTERIOR CMU -- F3LOCk' WALL & GLAZING TYP: AWN 6" PLASTIC LAMINATE BACKSPLASH W/ EDGE TRIM TYP. ' AT `ALL :LOC. -6" PLASTIC LAMINATE- ;BACKSPLASH W/ EDGE TRIM 'TYP, AT ALL LOC.: 24 PLASTI+C.';LAMINATE --- BACKSPLASH W/ 'EDGE TRIM AT THIS LOCATION PLASTIC ,LAMINATE COUNTER TOP. W/ .1 -1 /7 "' VERT. EDGE AT ALL OPEN SIDES TYP. CADINI~T W/ LAMINATE FINISH ALL, SIDES AND INTERIOR, PROVIDE (2) -ADJUS TABLE SHELVES FOR EA. SECTION 4 VINYL COVED BASE CONT. VINYL FLOORING TYP. l `\ N N. J / CABINET W/ LAMINATE FINISH ALL SIDES AND INTERIOR, PROVIDE (2)- ADJUSTABLE SHELVES FOR EA. SECTION NN N l `\ N N. J / CABINET W/ LAMINATE FINISH ALL SIDES AND INTERIOR, PROVIDE (2)- ADJUSTABLE SHELVES FOR EA. SECTION O N > N / 7 \ / / r ELECTRIC FORCED -AIR WALL HEATER PER PLAN INTERIOR WALL. ELEVATION SCALE: 1 /2 " =1' --0" EXISTING ROOF SYSTEM R 30 BATT INSULATION ABOVE , REFLECTED CEILING AREAS TYP. SCALE: 1/2"=1'-0" EXISTING INTERIOR CMU BLOCK WALL —.NEW ALUM. FRAME STORE FRONT DOOR & ADJACENT TEMPERED GLAZING PER PLAN TYP. 6" PLASTIC LAMINATE , BACKSPL:ASH W/ EDGE TRIM TYP.. AT ALL LOC. PLASTIC LAMINATE COUNTER TOP W/ 1-1/2" VERT. EDGE AT ALL OPEN SIDES TYP. CABINET ;W /'LAMINATE;I'INI H ALL SIDES ;AND INTERIOR, PROVIDE (2):- ADJUSTABLE, SHELVES FOR EA. SECTION :TYP. EXISTING WALL TO REMAIN — PROVIDE NEW DOOR FROM KITCHEN INTO ESPRESSO BAR AREA MOP SINK 0 PROVIDE 2x4 FURRING WALL AS. REQ'D TO ALIGN WALL TO C OF EXISTING WINDOW MULLION AT EXTERIOR WALL AS SHOWN TYP. ESPRESSO .MACHINE CFI ■ TRIPLE COMPARTMENT STAINLESS STEEL SINK 1 TOEKICK 1500W ELEC. E025112r FORCED AIR HEATER ' • JUNCTION BOX AT UNDERSIDE OF %ROOF DECK TO POY+R FLOURESCENT - FIXTURES AS LOCATED ON CEILING PLAN =r-- . NOTE: OPENING THROUGH WALL & COUNTERTOP TO INTERIOR . SEATING, DINING AREAS TO BE CONSTRUOTED UPON COMPLETION OF ALL INTERIOR REMODELING SO AS TO PROVIDE FOR AN AREA SEPERA`1'ION DURING COARSE OF CONSTRUCTION TYP. EXISTING WINDOW TO REMAIN IN T IO1 WALL LATIN. ice* tram SCALE: 1/2"=1'-- N O N > N / 7 \ / / r ELECTRIC FORCED -AIR WALL HEATER PER PLAN INTERIOR WALL. ELEVATION SCALE: 1 /2 " =1' --0" EXISTING ROOF SYSTEM R 30 BATT INSULATION ABOVE , REFLECTED CEILING AREAS TYP. SCALE: 1/2"=1'-0" EXISTING INTERIOR CMU BLOCK WALL —.NEW ALUM. FRAME STORE FRONT DOOR & ADJACENT TEMPERED GLAZING PER PLAN TYP. 6" PLASTIC LAMINATE , BACKSPL:ASH W/ EDGE TRIM TYP.. AT ALL LOC. PLASTIC LAMINATE COUNTER TOP W/ 1-1/2" VERT. EDGE AT ALL OPEN SIDES TYP. CABINET ;W /'LAMINATE;I'INI H ALL SIDES ;AND INTERIOR, PROVIDE (2):- ADJUSTABLE, SHELVES FOR EA. SECTION :TYP. EXISTING WALL TO REMAIN — PROVIDE NEW DOOR FROM KITCHEN INTO ESPRESSO BAR AREA MOP SINK 0 PROVIDE 2x4 FURRING WALL AS. REQ'D TO ALIGN WALL TO C OF EXISTING WINDOW MULLION AT EXTERIOR WALL AS SHOWN TYP. ESPRESSO .MACHINE CFI ■ TRIPLE COMPARTMENT STAINLESS STEEL SINK 1 TOEKICK 1500W ELEC. E025112r FORCED AIR HEATER ' • JUNCTION BOX AT UNDERSIDE OF %ROOF DECK TO POY+R FLOURESCENT - FIXTURES AS LOCATED ON CEILING PLAN =r-- . NOTE: OPENING THROUGH WALL & COUNTERTOP TO INTERIOR . SEATING, DINING AREAS TO BE CONSTRUOTED UPON COMPLETION OF ALL INTERIOR REMODELING SO AS TO PROVIDE FOR AN AREA SEPERA`1'ION DURING COARSE OF CONSTRUCTION TYP. EXISTING WINDOW TO REMAIN IN T IO1 WALL LATIN. ice* tram SCALE: 1/2"=1'-- DOOR SCHEDULE 3068 Imo! 2,7,8 B 3070 EX'1t ciR LUM iNUI STORE 1,2,5,1, f3 DObR' INSULATE GLASS , 07C t�iWOO() DOOR Vie' JAMBS._ �f�'6,8 `"1" .. • E ' AISED PANEL (2) -3o68 wow aooR' JAArns �i. S :3008 E SflUG .M AL OR SOLID VERIFY` HD'f M EETSS E DOOR & JAMBS' . I-$ /C RfOMT'S PER (MIN) REMARi(8 'rrA- ,REMARKS:: 1 M TAL JAMBS 7.TAMPER PROW STRIKE 2. HEY LOCKING. HARDWARE & DEAD BOLT COVER .14 EXTERIOR , Pft V 1OY LOC4CiNO HARDWARE SIDE QF !SHORT 4 NON- LOCKING: HARDWARE S,, SF.`1J Cl.O UG HARDWARE ti.LEVER TYPE HAki3WARE 8-1-NR F1 , RAM' ` DOOR W/ LABEL RE(MiIREG Ti H/C ACE55ABILiTY T'rf}. VARIES DESCRIP1vAN EXISTING '�1LAT D GL, 7ING TYP. , EXISTING- (SON INSUL: GLAZING TYF'. UNKNOWN INDICATES.. LOCATION OF .(4): TUBE FLOURESCENT FIXTURE AT REFLECTED CEILING TYP. NOTE:: RELOCATE. EXISTING IIVAC Ci :LING REGISTERS AND /OR RETURN AIR GRILLS PRESENTLY IN I.HIS. CEILING AREA TO`'ACCESS ADJACENT INTERIOR .SPACES TYP. • PROVIDE NEW ALUM. MULLIONS W/ TEMPERED GLAZING AT THIS LOCATION ONLY 1.--4EXISTING .WINDOW MULUdN TYP. L--- EXISTING EXTERIOR WALL OF BUILDING. TYP. ALUM, FRAME '-- INS4ILA'rED GLASS -- NOW OPENING C ILIN G .PLAN Riq e tura Eng'tneering Consultants Y: • r,r. ;d,°D'*' -'t .� s •r., H ^ter.'•' . »4' ter.. _ y':• '.e 4>: t>�+11.�: :'ioi•,y .yam ti• III III III lIl!IIf IIIIIIIIiIIIIII III III ill III illfIIf I I I I I 1 1 � 1 0 1E THS !NCH 2 3 LII Ii, irfi,Il•I,LII"If11IIIilipli fitspilr 1111!1 I II' 1III II,I +jllff 1I II�' i�.. l�1ilIIIIIIIIIIIIIIIlI1111111IIIIIIIIIlI11111I 9 s 10 11 12 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. oc 6Z 8IG LZ 92 SZ V2. ' SIIZ ZIIZ LZ OZ 61 8L Ljl 9L St /7. et Z! 11 01. 6 8 L 1 9j S 9 S! Z L p 0 11111111111111111111111III! 11111111IIIIIIIIIIIIIIIIII.11111I11111HIIU1l1111111 lIIJ�)L'1111111Jl11 1111111 11111111111111111111I1l .IUU�IIIII111111111I111 111111111 111111111111111II11f111111f I1111111I1II111IIIIlIIIIIIIillll ll,ll! 111111 111111.;; 111111111 11111 !II111111111111111111111111 •.� ,.� :..� ,.., 11111111111! st DORE WOOD 3. DOOR SCHEDULE 3068 Imo! 2,7,8 B 3070 EX'1t ciR LUM iNUI STORE 1,2,5,1, f3 DObR' INSULATE GLASS , 07C t�iWOO() DOOR Vie' JAMBS._ �f�'6,8 `"1" .. • E ' AISED PANEL (2) -3o68 wow aooR' JAArns �i. S :3008 E SflUG .M AL OR SOLID VERIFY` HD'f M EETSS E DOOR & JAMBS' . I-$ /C RfOMT'S PER (MIN) REMARi(8 'rrA- ,REMARKS:: 1 M TAL JAMBS 7.TAMPER PROW STRIKE 2. HEY LOCKING. HARDWARE & DEAD BOLT COVER .14 EXTERIOR , Pft V 1OY LOC4CiNO HARDWARE SIDE QF !SHORT 4 NON- LOCKING: HARDWARE S,, SF.`1J Cl.O UG HARDWARE ti.LEVER TYPE HAki3WARE 8-1-NR F1 , RAM' ` DOOR W/ LABEL RE(MiIREG Ti H/C ACE55ABILiTY T'rf}. VARIES DESCRIP1vAN EXISTING '�1LAT D GL, 7ING TYP. , EXISTING- (SON INSUL: GLAZING TYF'. UNKNOWN INDICATES.. LOCATION OF .(4): TUBE FLOURESCENT FIXTURE AT REFLECTED CEILING TYP. NOTE:: RELOCATE. EXISTING IIVAC Ci :LING REGISTERS AND /OR RETURN AIR GRILLS PRESENTLY IN I.HIS. CEILING AREA TO`'ACCESS ADJACENT INTERIOR .SPACES TYP. • PROVIDE NEW ALUM. MULLIONS W/ TEMPERED GLAZING AT THIS LOCATION ONLY 1.--4EXISTING .WINDOW MULUdN TYP. L--- EXISTING EXTERIOR WALL OF BUILDING. TYP. ALUM, FRAME '-- INS4ILA'rED GLASS -- NOW OPENING C ILIN G .PLAN Riq e tura Eng'tneering Consultants Y: • r,r. ;d,°D'*' -'t .� s •r., H ^ter.'•' . »4' ter.. _ y':• '.e 4>: t>�+11.�: :'ioi•,y .yam ti• III III III lIl!IIf IIIIIIIIiIIIIII III III ill III illfIIf I I I I I 1 1 � 1 0 1E THS !NCH 2 3 LII Ii, irfi,Il•I,LII"If11IIIilipli fitspilr 1111!1 I II' 1III II,I +jllff 1I II�' i�.. l�1ilIIIIIIIIIIIIIIIlI1111111IIIIIIIIIlI11111I 9 s 10 11 12 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. oc 6Z 8IG LZ 92 SZ V2. ' SIIZ ZIIZ LZ OZ 61 8L Ljl 9L St /7. et Z! 11 01. 6 8 L 1 9j S 9 S! Z L p 0 11111111111111111111111III! 11111111IIIIIIIIIIIIIIIIII.11111I11111HIIU1l1111111 lIIJ�)L'1111111Jl11 1111111 11111111111111111111I1l .IUU�IIIII111111111I111 111111111 111111111111111II11f111111f I1111111I1II111IIIIlIIIIIIIillll ll,ll! 111111 111111.;; 111111111 11111 !II111111111111111111111111 •.� ,.� :..� ,.., 11111111111! WALT, MQUN1" LIGI.IT4IX'T'URES T'1'P. ' PRE - FORMED .PLASTIC • LAMINATE COUN;1ERTOR & Il,AGKSPLASHES 'TYP.` LEVER, HANDLE - FAUCE T GIIU1tG-SYSTEM PER STRUCTURAL PLAN ON, SHEET S2 TYP. -------- PLASTIC LAMINATE' WAINSCOT CON11NOUS HT, AT ALL RESTROOM WALL LOCATIONS . TYP., PROVIDE '11(2 OAK -EDGE AT "STOP AS SHOWN . TYP, FLUSH LEVER - WALL MOUNT 36"x42 "x1 -•1 /2 "0 L- SHAPED GRAB BAR AT HANDICAP STALL TYP. OPEN SPACE: BELOW SINK COUNTERTOP FOR HANDICAP ACCESS TYP. 15 " : MIN. VERFIY: INSULATE' HOT WATER & DRAIN LINES TYP. RECESSED T.P. `HOLDER AT HANDICAP :TALL. ONLY TYP. MINIMUM 5" RUBBER BASE TYP, W/ SILICON SEALANT TYP. WALL MOUNT TOLIETS TYP. -- --- ----�- PREFAB. STALL DIVIDERS PER MFG. SPEC. TYP. M EN S RESTROOM ELEVATION SCALE: 1/2"..--- CEILING SYSTEM PER STRUCTURAL PLAN ON SHEET S2' ,TYP. PLASTIC LAMINATE WAINSCOT CONTINOUS HT: AT ALL RESMOOM WALL LOCATIONS: TYP , PROVIDE 1x2 'OAK EDGE . AT; TOP AS SHOWN TYP,. .: SURFACE' MOUNT T.P• FLUSH`.t yo HOLDER .TYP SOAP DISPENSER PAPER TOWEL DISPENSER WALL MOUNT LIGHT FIXTURES TYP. PRE-FORMED PLASTIC LAMINATE COUNTERTOP & BACKSPLASHES TYP, —LEVER HANDLE FAUCET TYP. • 1} 1- -1/2 "o L- SHAPED ' ':GRAB • BAR AT 'HANDICAP STALL TYP • PROVIDE ,SOLID BLOCKING AT GRAB BAR NT TYP. ;RECESSED.- 1 P. HOLDER AT • :HANDICAP STALL.'_ONLY` !� #INIMUM RUC0,ER BASE. W/. SILICON" SEALANT,1 P. WALL. MoVtiT OLI TS,>TYP: I'RCFfi48. STALL. DIVIDERS PER'. OPEN SPACE BELOW SINK COUNTERTOP FOR HANDICAP ACCESS TYP. PROVIDE GRAB HANDLE DOOR HARDWARE TYP. ..4 .. r•: IkkOkth Q ?? t 1 Ica Strwtura1 Enginee'rng Consultants ..,anvhnMld'fE�G£Ta, .;ra.n�YY/r) �'. 9�' fY C,,..,,?6N•��'YiiF`?:lR.a•:... .. .:.- Mi�f,Yyg1�- A4�+G' +�y.`?.'�',F4�"!'3;3;�"pi:.. �rH!t�iy7• +`. �! ��M�eu,�.-FR:cAC �M9rsN� 9�d(l�k,�i''= r..:si';�+, ..' ,y.' >••:�'ysLC.L"r. $ "J,s .f �53l. .2'`y'.0 r?,� "#L.' ��r 't" ...:...+#"' t'4�; .ir 1r4 �r 7aa..;`fi'«••zi.,Y. .:C. *,�� .r "_. .. mac_ „� xr tii F, ,�. }.3'.. i III�III�III�IjI11I1I1I1jhI1�llil !II�IIIIIIlIIIIIIIIIiIIJhIhli rli I�IIlllllllllljl�lll�lll�lll, Il1`( 111111IIII11ili1ili1ilil!Ii��Ir 0 IOTHS INCH 1 7 3 4 5 6 7 8 NOTE: If the microfllined document is less clear than this notice, it is due to the quality of the original document. 11 11111111 1111111I1111'111!111i111111I 9 10 11 MABEY76ERM (Y 12 6Z. 8G GZ 9? SZ hZ CZ ZZ tZ oe 6t 8l Gt 91. St Ii: Et Zl It pi, 6 8 G 9 S ww 0 1IIIIIIIIIIIIIIIIIIIIII1 !1111111! III:1 11; 11iliiii1itiiI !IIIIIII111IU11!!IIIII;1Iiihl 1111111I1l111111I!1u111111 11111111 111 11!! Id1IULII !II!!I!IIIIII!IJIIIIIIIIIIIIIIIl IIIlIII l jI!IIII!il!Iill)!lI I! Il!IiI !1iIITIIII!!. IIIIIIIIII1IIIIIIIII11111 1111111t!I I!! III 11111111111111Il !1IIIIIII1111111111 ,.vs'. t7±: f,: s;;- :S�33t3:X?�SS'..:!rXtS#;fz.1�' `ik�' #u'�fi�M(�,���y�y���. -. REFLECTED CEILING PLAN SCALE: 1/8"=1'— 0" REMOVE ALL INTERIOR' WALLS & RESTROOM PLUMBING FIXTURES. THIS AREA TYP. —CONT. 2x4 P W/ 16d NAILS .48" Q.C. 1NT0 EXST'G RAFTERS TYP. DOT SHADED AREA INDICATES EXTENTS OF CEILING. TO BE REPAIRED, TAPED AND TEXTURED EXISTING CMU WALL TO BE REMOVED PER PLAN 'TYP: (2) . -16d TOENAILS f;S3NT. 2x4 II'. W/. HILTI _SDM PINS ,: 48" 'O.C. INTO SLAB'` TYP, REMOVE. EXISTING BEARING;...r.... , ' 'WALL AND REPLACE W/ • DER STRUCTURAL; PLAN ........ .....'... • EXISTING BAR & FIXTURES •.•.•..........TO BE REMOVED INDICATES NEW AND /OR EXISTING WALLS TO REMAIN PER NEW FLOOR PLAN INDICATES EXISTING CMU'. . ....'. ..':. .. BLOCK WALL TO REMAIN TYP.RW••• . EXISTING .4x _. PURLIN ♦T",. 1 x4x1B" GUSSET EA. SDE OF POST W/ 8d' NAILS EA. MEMBER ' 4x4 POST AT: EA. PURLIN. TYP. (2)5,103d TOENAILS' 2x1Osi12" ' AT SLAB' W% (2)- •HILT1 SDM. PINS INTO SLAB EXISTING GLAZING TO REMAIN TYP. EXISTING CMU WALL TO BE REMOVED . PER PLAN 'TYP. • :r �: ist.►� .rr,+r tr.�:r:* �:R t t t,i : +:tt :�,� a►iiil + a;�:s�� �► �.► °7ri► r �F u�'i:1►.r.�►.i i +twr v2i- r ?r�t:1; `:TEMPORARY SH(3131NG.. AT • Pt1RLIN C�3NC)lTI�N NOTE: SEE DETAILS 1 &2/A4 FOR TEMPORARY SHORING OF LOAD GEARING WALLS AND BEAMS TO BE REMOVED GROUT FILL ALL VACATED PENETRATIONS THROUGH EXISTING SLAB FLOOR EXISTING WALLS DEMOLITION PLAN Peyton Structural Engineering Consultants .4'�R:?I.i"`,�i. f-»%.'.k�.'wP %� i4KC!e%ti?4E•d •4 Prc Yf..xei` r IIIIIIIIIIIlIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIII111111ICI '1111'1 3 1 ' NOTE: if the microfilmed do notice, it is due to the qua 0 10 THS INCH h I PI! I 11 1 rq • '1'' 1[IIII1I111 II I!f111 II! �I ItIIIIIff1' 6 P7....- ._.. ... 8 is less clear than this lity of the original document. IIII1111111I1111IIII111 1111111111111 .I.LIII.IIIII1.1111i 9 I 10 I 11 MADE INOERMANt 12 06 6Z 8G LZ 9Z GZ t7Z CZ ZIZ LZ 0z 61. 81 LI1 91 SL /I Cl zIL Ia 0L 6 8 L. 9 S a C z 1. rvW 0 IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHI1 lllll,III 11 1111 IIIIIIliI511 111111111111111 1111IIi111111lllJlJll ib1 1IIII11IIfIIIIIIIIII1111111IIIII111111II IIj11111111111111i .1ill111111llll11111111111 1111111111 ,iIIIII 1111III111111IIIIII!Illlill nillIIII111111111111111111111 • $5:5:145: o. `; a ....o5K..,,Y..;,: ikXriss, sa- ia`.Ci$=l ri4,r4 :. i ,:055u,'irs 24" Cooler Doors - FIRE EXIT Beer, Taps Front Bar • INDICATES SUPPORT COLUMN -- SIZE & . INK PER STRUCTURAL PLAN TYP. COOLER H7 INDICATtS WALL `CMU. BLOCK WALL TC .REMAIN EXST' CLOSET �.. .'. �. �, ... ..�. y.. ._ -v 'r' 'v _.. r - �.. � ��. .� -,.•' .._. - '� � r �' r �. ...�..� ...� -. .� .'.T .,..� � .,..... Y �r _µ ..Y.. ♦ y. '� : .4. - T �� r„ .r ` -. ..r .r. .. v �' ♦ .' * �`i�►e►�� .�� 4,41►.∎0. 4111 '►4, t;1 '4,' !.,a ∎4 .41,1, ►P.A .o�S1P91, ►.,,'�w' 41,41 atb .,'w w,.411ta RNSPA, .w4,4 ►�w%►r►���►�102 ,4► i.�� ►15:1P .4.144 . ,A i►1P.4 ri ,w *wt�l ,►.►� P..► 488.4." ,�. � ;1111 �, �.�/►�t,'�1► �►i� � ��►,e� � ' �► w�IC SCALE 1/4 1' -O • S? 'c + wi.. ag3': d✓ Q:. alv. 2s" ef�k?' x4.% ?xtCr :Xtl4vtfF�f,t'nxta'I:`wQj,w;y�: >'�.`�'?s Dy �, y+#d� :•.rLi'hA,�tS.".�'1,iR73X+rrrir 1111111111111111 11111111111111111111'11111H ill., 111111111111111' (I 11111 111111`11111111 l 1111111' !II 11 11111 it 1 .111111111 Ii I- I.Lfa•j,i' IIIIL I�IIIIIIIIIIIIII{IIII illlill�IIIIIII`IIIIIIII 0 IOTHSINCH 1 2 3 4 5 b % I 8 9 10 11 mmxI0,RM+n 12 NOTE: If the microfilmed document is Less clear than this notice, it is due to the quality of the original document. 0E 6Z 8G LZ 9Z SZ hZ EZ ZIZ LIZ CZ 6!L 8t L!t 9l Sit h! Cl ZL 11 01, 6 8 LI 9 S +! e Z ww o 1n1 11il111111111{ itIIIII1IIIIIIIi i1lilillil1111 illilliliallllitlnl J1i IIILl1u! 1i�ii 1luL�JII�ilulllli llllllli lilllii (�111Uu.1!�1!!!I!I{111llllluill nulli J) 111 1{) UJiiiib)i 1111II{! Ii l{ fli ilil ilil{l1lillili1I�I�1i111111111 �1!!iIInitIII1148!lii�llnil 1111{llllil{l1llnl!{'i!I + • .._.. , ,, : ! (I nil y. i o GENERAL THESE • STRUCTURAL NOTES ..SUPPLEMENT THE SPECIFICATIONS; ANY • • DISCREPANCY FOUND :AMONG THE DRAWINGS, SPECIPICADONS; THESE NOTES, AND THE SITE CONDITIONS SHALL _ 8E;' REPORTED :TO THE ' ARCHITECT, WHO SHALL, CORRECT •SU•H`•DISCREPANCY FN; WRITING, ANY WORK DONE BY THE • '.CONTRACTOR APTER DISCOVERY OP SUCH DISCREPANCY: SHALL DE DONE AT THE' CONTRACTOR'S RISK THE'' CONTRACTOR SHALL VERIFY . AND .COORDINATE THE ,DIMENSIONS AMONG ALL DRAWINGS PRIOR TO , PRQGEEDING .WIT • ANY .WORK OR FABRICATION. THE CONTACTOR . IS RESPONSIBLE FOR ALL BRACING AND SHORING .DURING 'CONSTRUCTION ' CODES .ALI METHODS ', MATERIALS AND °,IIORKMANSHIP SHALL -- CONFORM,; .TO THE • REQUIREMENTS THE OF THE CITY OF;TUKWLA AND 1991 UNIFORM BUILDING •` CODE (MC). AS AMENDED AND ,ADOPTED BY THE, CITY OF TUKWILA AND THE STATE OF • WASHINGTON; A.O.I. 318; A,S.D 8111 EDITION; AND A.I ' .C. 2)40 'EDITION. • 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF (SNOW) EXIT FAcIUTIES Nt)T%: ' SOLID GROUT;''. `'ILL WALL CELLS AS” •.REO't) To P O 1 E CONT.,: BEARING ;ID EXISTING ,FOUNDATION • , 1--- - SIMPSON; ECC 'P OTE: SEE-DETAIL' 71L:.;. ' FAR'. POST . BASE INFO, 4'— POST P R' PLAN TYP.. 25 : PSF 100 PSF miigurs!. BEAM CONNEC`il ' Ex S11NG, ` ' 1... 010 I1 N:' ''ROOF FRAMING „N(OT SHOWN FOR CLARITY ADJACENT WALL & ROOF FRAMING NOT SH(> 8, LATERAL LOADS: A(.LOW 33-1/3% INCREASE IN STRESSES FOR WIND : AND SEISMIC FORCES, LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO SHEAR =WALLS.. LOADS ARE ••'THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE 'DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF , EARTH.: OVERTUIRNINC IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1, :WIWC): EXPOSURE B, BASIC WIND..SPE'ED ' 80 M,P.H:, PER UI3C 2, . SEISMIC. - ZONE: '3 'PER_ 0 3C ' CSI *C *w /Rvr STRUCTURE) 1;3 3ti0P DRAWINGS • • Cc2.75 Rwx6.O0 VzO.138W (DL OF SIMPSON, BC40. (4x4. POT) & BC60 (6x6 POST) W /.1 /2 "o'RAWL BOLT INTQ'EXi$TING" . C CONC, SLAB AS SHOWN TYP. - ---- -- 6x6 IIIHF,POST SIMPSON ; ST6236 STRAP 'EA.. SIDE (MAX:) . EMBE.MENT DEPTH INTO EXISTING SLAB TYP. , 4" CONC . SLABS SLOPE TOP OF SIDEWALK AWAY FRO : BLDG: AT 1/8":11-0" SLOPE TYP, U,BMIT SUFFICIENT C iPIES°'OF' SHOP DRAWINGS TO .AR`CHITECT /ENGINEER FOR NC FO1.LoWING :. 1 , : REINFORCINg STOEL 2. GLUE-:LAMINATED MEMBERS 3. P E ROOF "TRUSSES DO' NOT FABRICATE PRIOR 10•ARCHITECT'S /ENGINEEF'S :APPROVAL, EXISi'ING •f :CONC. -°-� STRUt T, REINF SLAB OVER TIMBER PILES' PER PLAN TYP,* 'NOTE: SEE ;DETAIL 7/L. . ROR POST 'BASE INFO.: . ALL 2x FRAMING'''UMBER • SHALL, BE MO GRADE F1EM7 -FIR FOR STUDS AND STANDARD RJR- BETTER FOR-PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" L'I'MBER SHALL. BE :-KILN DRI.Et) (KD) OR SURFACE DRIED (SD). • EACH' PIECE OF,: LUMBER SHALL BEAR ; THE 'STAMP OF THE WEST `COAST LUMBER. . + r + D EQUAL. OTHER MATERIALS. AS •SI-3OWN BELOW INSPECTION : BUREAU SH.OWIIVG . GRADE .MARK OR APPROVE 2x & 3x,,STUDS SIUD GRADE HEM -=Flit 2x. JOISTS - #2 I#EM -=FIR 4 x 4 & 4 x 6.COL.UMNS –, #1 DOUGLAS FIR OR #1 HEM FIR 6x °HEADERS 1/1; DOUGLAS' FIR 4x HEADERS #2 HEM,-;-,FIR 6 x 6 . COLUMNS #/1 DOUGLAS FIR 'OR #1 HEM-F1R SIMPSON :HANGER''. AT EA., PURL_JN` CONNECTION • LOCATION' TYP, ' EXISING `4:A. 14 • •J. PURLIN 'TP.: Ar3S CUP T :-- 3O • . OP & BATT'OM• ' OF: VERT FURN.Ui TYP, gpopp wzr worn orel woo ovii ti R -3C BAIT :INSUL,;` AT 4 EFLECTE'D OLG LOCATIONS ' TYP, REFLEC;IED ' CI_G SYSTEM PER PLAN' T`YP: t'RON,IDE °1 " •+fi t RIGID INSUL ..AT;' ALL :EXISTING AREAS OF'CLC THAT H AVE 0 FiE140VED'yTYP /07G GLB PER'•FLAN 2x4 'FURRING 0 C014T. '2x4 . TYP.:' ' • . (I1:lx12 Apo'(F1:ZrI ..L BEAR' ON EXST;O GLIB: • ALL EXPOSED ;MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL • . BE PRESSURE - TREATED. 2.2, . CARPENTRY HARDWARE,; BOLTS SHALL BF 'ABTA# A -307, Br ' 'WASHE'RS SHALL BEMALLEABLE` IRON "WASHERS(MIW). NAILS SIHAt.L: " BE COMMON, AMEITICAN ; OR CANADIAN MANUFACTURER ONLY. • LAG : SCREWS, SHEAR PLATES - SEE. NATIONAL, DESIGN SPECIFICAT'`' `tl,. ANCHORS AND . CONNECTORS SHALL. BE SIMPSON, TECO, BOWMAN QR. OTHER ICBO APPROVED,' • . PROTECTION.` ", HARDWARE ',EXPOSED ''TO Y. ATHER *OR TO VIEW OR IN UNHEATED 'PORTION Of• BUILDING SHALL BE;' GALVANIZED. 2.3' MINIMUM, NAILING. - PER ;1991:UBC•TAi3LE #25 -Q_ INDICATES. BEAM :TYPE; SEE BEAM TABLE 8/ FOR ADDITIONAL INFORMATION. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING SUPPORT; MEMB:ER`COND17f0NS PRIOR' • TO REMOVAL OR RESTRUCTURING OF EXISTING, MEMEI RS4. IT IS THE RESPONSIBI1;TY OF THE: ' ' CONTRACTOR .10' NOTIFY` THE •ENGIPJE.ER OF RECD€) or ANY DISCREPANCIES PRIOR TO ` • COMME I E' AENT OF WORK: ' . ,PROVIDE TEMPORARY SHORING PER PLAN :& DETAILS ON SHEET A4: Tr., INDICATE :'EXTENTS: OF':EXISt NG WALLS T0• BE".-REMOVED SI P oti HA ergi7 80601" A'T' ?''Nt7 OP B'RI'E' N r EXST'G- GLB PROVIG (1)72X.,� BEARING SAID BELOW EA. END OF EA. HEADER' OR :BE'AM' MIN. UNLESS. NOTED •0THERWISE:'O 4 PLAN TYP. ALL- ' COLUMN/POST BASES SHALL BE CON 4ECTED 'DIRECTLY 1 O TOP' _OF E7CI51Ih1G `CQNC. SLAB,' ALL TOPPINGS AND/OR. FINISHS ARE TO BE REMOVED So AS, : TO ' EXPOSE CONC. , SLAB TYP. • I•WL71CATES' `E'.XISM INO'.tlEi1 iEI .$: ;.`C`r'y. EXSTIG• TS"4x4 COLUMN INDICATES EXTENTS o: EXISTING G'.WALLS :TO BE REMOVED_._. • ALL • STR)4T'tJRAL • GLUE --LM HATED TIMBER, MATERIALS, MANUFACTURE, AND .: QUALITY CONTROL S1f�'RI:I., BE dN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P S 6 '�S'TRUC ORAL GWED !..AMINAT ' . 7@MBER "r. • AND ALL MEMBI:.L S ; SHALT,' BE: ,.MARKED,' WITH •.A QUA1 I T Y .MARK THEREOF `ALL.: PLIES SMALL 8E•: DOUGLAS:.!R COAST REGION, `;' CAMBERS . ARE AS SHOWN • ON THE DRAWINGS ' AL(. M MFIERS. SHALL 'BE EITHER •)COMI31NA'11ON '2.2F -V4 (SIMPU SPAN) OR ' 22F >V�' (CANMLEVERED ; CIEC CONTINUOUS :SPAN) • AS .APPUC■BL.E: •,MEMBERS SI'IALL SE ..iwDt)STSdEx: ,1PPEARANCE AND SHALL' 1"3E GLUED WITH WATERPROt A[t E 1 WER' P 5, '56; AI Chf ES SHALL Rc ,COMBINATION AND HAVE . 7ER1QR'-GLUE,. ARCtatTE01URAl. .GRADE... 8 °MISCELLANF V wy, AU,: DFMC14$IONS''AND •:_CONDITIONS PRIOR,10 •PROCEEDING ', PROVIDE FRECTIO BRACING A'S NECESARy,.U,N 1L -PERMANENT SUPPORT AND STIFFNESS •iNS'►ALLEFi ' ARC'; tTECT/RAL •PLANS .FOR- WALL OPENING, A • IITECTURAL , TREATMEN _ANA t' "t)IMENSi0115 NOY; SHOWN. REFER :TO. ANICAL, AND•. •ELECTRICAL PLANS F•OR $12C, AWD •LOCATION OF 'ALL NtNGS� FOR. DUCTS,' PIPf`^S, .'CONDOITS, 'ETC., .NOT SHOWN. ` • 'EXST'G (,'MU WALL'. TO: DE'REMOVED At THIS LOCATION .. xST G I 1 k' ,I I 1 S EXST G CMU `. ALL TO REMAIN ! I -I, 151- 1. />J ". x2 –1/2" GLB ATTACH .' SIMPSON 'GLT5: °TO- EXST'G Ilz. 0 TOP OF CMU: .WALL • �!►+V,S'•7.7..0 T �A`I 7 '�1 ►� o�Y T 4 .t:,� w ��"��W V� w �4Y:Ii.�'c.G�y1..Y;�' w� y- yM'>0r�illi, rbw�:. OW.,- �? &E` QF' PPE ROOF ..COH tt*. TO LI % AL vii! fH P$0w ' -HANG. ' R WI°i H� 1F r!�I" �ilwe Q:£0t:40 rRr�l t' SELo v • 1 # ANC ,; • DOT; SHADING 1,1ND1CATES EXTENTS OF .: NEW CULING 'FRAMItVG:AS • SHOWN', HERE, ,CONIRACTOR:.'TO VERIFY .ELEVATION `AS_ REQ'D FOR CLEARANCE, ICE• 10 ` EXISTING F4VAC : SYSTEM. • 6a't.%144.hn47,4•O.cy!e, rc_43�1.[LK.f�'Y'.t:a. Ml .'rd., r.'•S3 r ...:.;, rs 1" ,:'..:, `q ":r ".'.+ � :.:} �.. : -2 :+'. 1 .r �rtea4xy4SE�i!�'b,a•r�krt,ry - .or�,ls1?.4�+•N,`fws �,�rs ., , 'rtR��.c.�'if'>��6a�si�,'41f,/. fl? �kg�4> aV .t.141"'.L`Y.c"vaz':�'�i+a.- ,si�,sAi'rxi3�i IIIIII�I�IIIIIII�IIIIIIIIIIIIIII�IIIII�I�IIIIIII�IIII1 111111��11•I'�I, �lil�ll1�111�1�1�111�111�111�11 ( III�III�III�III (ill�►I11►�I��IIC1�1�I�r 0 16 TNS INC,i 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. a %rk%3�F'r#ielSis,J?irer . s: M�-. a' vMn9+. ACtlK5f3? ��` �iHret. : 'f�'. : 1�' Xkfi?. Srswr.!si.�.::�•ro,e.t2'.��e4�d 1 II 1�1(� 11ll�l Ij I1I1��hI��1. �i�l�l�l�l�lj 9 10 11 MAD" GERNANY 12 OC 6Z se LZ 9Z GZ hZ CZ ZZ LZ 0? 61 Ell Lt 91 Gl +it El ZL IL Q( 6! 0 G 9 G hI £ Z l WW Q �IIII�IIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIIII�EIII IIIIi!III 111111411BIIIII1IIMLE IIIIIIIII1111�111111II11111111111111111111dilU�) IIIIIMIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllll! MILLI! 11111111111111111111111.l IIIII111111111111111111IIIIII111111111111111111111I111IIIIli11111