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Permit D01-054 - DERBY TAVERN - IMPROVEMENTS
DO1-054 Derby Tavern 13820 Tukwila Interurban Av S z ~• w O 0 O 0 tow j_ t- • w w 0 u.Q o w Uo 0- ww u wz U� O City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor License No: WILLIC *108PS OCCUPANT OWNER CONTACT CONTRACTOR DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THEIR OWN RISK. Parcel No: 736060 -0130 Address: 4004 S 139 ST Suite No: Location: Category: ARST Type: : DEVPERM Zoning: Coast Type: Gas/Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Scopes: N DERBY TAVERN 4004 S 139TH ST, TUKWILA WA 98188 PEROVICH ROBERT C 12033 8TH AVE SW, SEATTLE WA 98146 MARK ANTONIOLI 13860 177 AV SE, RENTON, WA 98059 WILLIAMS CONSTRACT ING 12006 140TH AVE SE, RENTON WA 98059 ***************************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** Permit Description: REPAIR FIRE DAMAGE, NEW RESTROOMS, TENANT IMPROVEMENT PER PLANS. PROJECT ON VALVUE SEWER AND WD 8125 WATER. THERE ARE NO PW ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT. ****************************************************** * * * * * * * * * * * * * * * * * *A * * * * * * * **** Construction Valuation: iy 68,450.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Lusted Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Sizc(in) : .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water M a i n Extension: N Private: N *************************************************** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,286.14 ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized S i gnatu - �c f i e •_LCGc�` - Date : m 5 PI, 6 U � Signature: Print Name: lct1 i r€12.0viC S . I hereby certify that I have read :r. examined th to be true and correct. All pro i.iorrs of law an work w i l l be complied with, whet er s p e c i f i e d her Occupancy: RESTAURANT UBC: 1997 Fire Protection: NONE East: .0 West: .0 Permit No: Status: Issued: Expires: (206) 431 -3670 DO1 -054 ISSUED 04/26/2.001 10/23/2001 Streams: Phone: Phone: 425- 802 -1888 Public: N is perm and know the same ordinances governing this in or not. The granting of this permit does rot presume to give authority to violate or cancel the p r o v i s i o n of any oth state or local l aws regulating construction or the performance of work. I uthorized to sign for and obtain this development p: rJm i t, Date: Z t!�r:�! This permit shall become null and void if the work is not comrncrrcf:d 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. A,C1C1 e : 1 1004 S 3 I i• i• • In ; L j, ( 1 :ri il. : y : f."..trf.:e 1 It : /36060 • 01 ** - A * * * * * * . Ak*Akk•Ak*A Per Mit Cf)rifilt : 1. () w i I be ti) the pi:it V., iiric: r ov,:d 1 .1 U: E.ri(J i neer and the Iuk w Nil 1 1 ru.1 Div on. "?.. Any (...xyg.)t 'dock -± nci 1117.itcsr 1 :;11,11 1 SI)read jt. i ri(1 of : or I ;:t ifi,;tter ; j 1 1 1,1J r• i (1 i f i c;atiort i rig tilt; I r'( j f r 0(,;(2 r , 3. A 1 1 cow;truc.;1.. - ion to he done. 1ri orrodol'.:e w i h oppruv.. p 1 ;Ind 1 i rettfertt':;* of the Uri i f orifi L1.4'1 rul f ;rule EA 1 l j or i) 1j triC"rldf:(1 lin11 c 1Iii I 1.,od • (1. )f rj I , and Wasiti (igtori fly t.f)fle 19 1:.(1 i 1, i t:(1) . 4 . Plumb rig perm . 1 t .. l I be ()I li, (1 (If_ (1 1,1 r •(..r.1(111 1,i le !, 1 K 1:ourity Depa.rtirient () F Put) 1 i (: 1 teil 1th f- 1 null) i ; 1 n5iper.:t..c.:(.I by that acjeney , i ric i gri(, p i.■ i (t(i (296-4 . 1 ). Val i (.1 ty of rin 1 1 he o f :1 1.1f2 41 )! ( ,)V;,1 1 c? p 1 Fr,s pi;C: 1 1 or', • (;01np111,11, (jr14, ; I i , on trued to be Fl per m 1 1. C,,r • or a i I , v t L int r. any 0 ( pre)' i I WO, r I•ii i(i( r)t,t'iCr Ord i (tF1rI(;( j F 1..h e iur i t,(.1 1 t, on. prii jj ru cjive atithot . 11,y Lc) v o di,e or t:-.Inc: e I id p i 1., ode 5.,11;..t 1 tJ vit 1 id • pf:rin i I Obtrl flt;(1 thr :_n„rqb ri( i ri er, Stitte Di V 1 1 n o 1.,11.for i.frifl 1 ridir.,tr ;int :1 1 1 r („,,t work wi I 1 i impe'c Left by that.. lguncy ,q t;i).st . 7. .1 here bhal1 bf: no occupancy 0 f Lh 1)1) id ; riq ( tiro, f i nil 1 i t i'la!H, lieee (:01111) 1 1,1?1: 11 1,1 Hi I 't fl J ri!,pec tor 8. A I I r;orv..;t•uc;i, i r)rt icj i 5;c: l, r /,„(,,m i „ r • of 1.,1-1€2 (2,•1 ty :I 01.4,vi la Mufti C. )de, (20py otiL;i i ned L C: I I y It 1 1 i thc .); f i o the C I A 1 1 perifIit, i f drid ;wed p 1-fw, c iu 1 hi ;iv 1 itilj If: it 11,11C: •Ob `i I.f, pr (Ar 1.A".1 i„hf, , if•W t)h 1i I.,e1„1(.; I, orr. ciocunt arc Lc. tu 1 ( : able Uht 1 i na i 1 tic.,pe.C.H., 1 or Jprova I -;‘,; t:il 1. • * k 1 i I.. I)fjA 11:-.1\11 CON/1)1j f • 1 he Lac htA eL ot p revi tp; 1 r 1 j orr i-11 ;Art; 1 t2 i 1,h r„Itt, 1'01 Gt)(1(2e, rr15 • • - I he totill u o f i re ext., i riCflf rc.i r i I you e5 tab 1 1 (.:1.1 1 u Lt.:(1 it , „)ne t 1.. 1 1:(1 i H . o Lfrei.1 . Hu: r: cylf: ciher i '-u 1 d ,4 1 1 [Jur o5 " d ry Slknn i 1 t • 1 rihN/ 1 1 r Xy.1 fT11_1 I t ( NI PA 10, - 1 • 1:3 . Po Li b 1 c: 1 r xt..i ruin i: 1 1 he 0 re 1y '1 i . Lhe hanger' or n the br'aLki. , .,:t1 tJ p ;J,(_isi . 1 0 („,-11) wa 1 1 • 1 he 1 (,)r brtuVL I he proper 1 y ...frff.;11c)red i_o Lhc.: 10(..)1.1111. SRJ jst i C4f.f..X.'11 "l1,1! : 1 - 1 1 1 () i'.(,)t) 1 1 s s 1 : ;J(„' /01) A r . A * * A ,* 4, A 3 , - A • , * A ,4 A A A ' A 1 - A 1 . A ), '" A A 4 A P 6 A. th the ;mini) aeturer:s 1 reril,ruct orte: . i I j rIj ke,[1( shall be installed s( . .1 . 1;31, the Lop of tne ,hei not more than 5 feet above the floor and Li: clealanee between the bottom of the extinguisher and ene flohr 'Je not be less than 4 irw:lies. 14. Extinguishers shall be loeated so as to he in plain “iew (if at all possible), or if not in Hain view. Lhey be identified with a sign stating. "Fire Extingulser", with an arrow pointing Lo the hnie. (WPA 10, 106.) (Ukt Standard 10-1) 15. Clear aeeei to fire extinguishers is required at ail Limes. lhey may not be hidden or obstrueted. ffilYA 10, 1-6.5) 16. Fire extinguishers require monehly and yearly inspeeLions ihey must have a tag or labf seeurely attaehed that indieates the month and year that the in5peGtion performed and hi 1 1 identify the (J)IripiirIV (Jr' peron performing the , iervice. (NI PA 10, 43, 4-4 and 4-4.) FA/cry 1 x years, dry chemical and 11 r' type fir extinguishers shall be emptied hnd subjeceed to LIr applieable reGharge proce(ures. (Nfl'A 10, 4-1.1) lf the required monthly and yearly inspeetions of the tire extinqui!iher(t are YAW, accomplished or ehe inspeetion eag 1 not complete, a reputable fire extinguisher , ;ervite eompany will be required to conduet these required '.3fIrvey':, (NFPA 10, 4 -4) 17. Maintain fire extinguisher euverage ehroughout. 18. N() point in an uneprinkleeed building may be more Liar; :),00 feet from an exit, mewitired along ehe p;Ati oi 1,1*;1\ OiLiC 19. No point in a 'iprinkiered building mav be mote than 1H0 feet from ah exit, measured along the bath of iravel. (UOL 1004.Y.b."?!.7 ) ;0. Exit doors ' (iv/loci in the direceinn of exie travel when serving any haeardous area or when ser‘ an oeeiroant. lnad of 50 or more. (UDC 100".i...i.1 .T)) <1. Exit doors shall be openable from tne inside wiLhoue use of a k('/ or any special knowledge or effort. exit doors shall not be locked, chained. boleed, barred, latched or otherwi(ie reridered unk.i5ab 1 c . t 1 1 ock i raj 4 ;i 1 1 be of an approved type. (INC 120/. 22. Dead bolts are not allowed on auxiliary exit doors untese the dead bolt is automatieally retraeLed when the doee handle is engaged from inside the tenant space. (Mt 1;.).07.3) 23. When two or more exits from a stoey are required. exit signs shall be inbtalled at the required arid where otherwise necessary Lo clearly indicate the direction or egress. (UBC 24. When two or more exits from a story are eequired and when two or more exits from a room or an area are required, exit signs shall be illuminated. ((JUL 1.00.4) 2!). internally illuminated exit eigns !,hall have noth bulbs working at all times. (UHC 100i.:.8.4 26. Exies shall be illuminated any time the building is occupied with light having an ineensiev of not lees Ulan i foot candle at floor level. ixtures required tor e\ie illumination shall be supplied rem . iebarate ti. <. 01 power fot Group 1, D1 vi51 on 1.1 irid 1. . ceupancies and fot ail other occupancies where the exieing sveeem serves an occupant load of 100 _or more. (UHL 1 00 . 2 . ( . 2 2/. Ihe power' supply for \- !an! , .. ol egress illuminati shall normally be provided vy the premises' electrical , 3upply. in the event of it's failure. illuminaLir;1 5hall i.lutomEjt, ;cal proy ded f rom einer f.jency system or 1 :3rip 1. , c .; . ■ ons 1.1. and 1.2. occu3),-.1ric and ()1 a 1 1 (..1. r OCCuwanG 1 .•/1•1‘.:r t, he 111c.';11'1, ( egr'ff'..■'-, in r vw.; ri occupant load 0 f 1 0() r inor (:1r1er 1 1 t: installed in accordance with the electrical (;ode. (HEr 100:3.9.2) 28. All exit signs shall he illuminated at all Limes. lo ensure continued illumination for a duration of r)ot less than 1 1/2 hours in ease t)f primary power loss, the e/it signs shall also be connected to an emef electrical system provided f ,t..)rage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrieal code. 100C 1(. 29. Maintain automatic fire detector coverage per N.f.1-.A. Addition/relocation of walls, closets or partitions may • require relocating and/or adding automatie fire detector. 30. Maintain square foot coverage of detectors per manufacturer's specifieations in all areae including: closets, el i:!kr a tor 5,1r) f t. , Lop o 1 •*: 1 , tr . NI I 'A !) -1. . 4 .2 ' A U . . I 14 A i I ON MONT AU I °M/V( IC 1 HI 1 I) i IM fa') 1)1?0,11.C.H . A 1 1 new f r-f. a I r rn !iy or ro()(1 i f i i i i rig !,; yti te Inc; 11 - 1;j\'f.: wr i L ten :-.1por t. of LI II: I 1.11 w I Prevention Hurcau. No work shall commence until a fire department permit has been obtained. (LiLy Ordinance 01900) (UlC 1001.3) 32. All electrical work ar0 equ pment shall i:onform the Standards of lhe National Lie,;trical (.ode. (N1PA 70) 3A. An aisle to and working spare shall be provided t eaeh electrical panel. An aisle 1 not les 7 4 iurJle shall provide acr;e55 Lo the and AO ol working space shall be provided directly in l of the panel. I. C 1 1 0 1 I?' ( it ) , NI:, ( : 11) • 1 6 c ) ) 34. f.ach circuit breaker shall be legibly warked to indicafe it's purpose. (NKC 11( 2) 3!) . Rego i red f r e st uif q or.:;:tn.);,1 r separations, area separation walls. (:*; walls due to location on property, fire resistive rcguirements hased on type of construction, draft stop partitions and roof coverings shall be maintained as specilied in tile Huilding Code and Fire Gode and shall be properly repaired. restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (MC: 1111.1) 36. ihe maximum flame spread class of finish maeerials used on interior walls and ceilings shall not exceed thal sec ioreh in lable No. 8-B of the Nniform Building Code. (1JOC 804.1) 37. Your street Liddr must be conspicuously ..d c)fl the building and shall W.: and legible from the street. Numbers shall contrast with tneir background. (UFC 901.4,4) 38. i order to provide you with Lht pu)ic;f: protection under emergency conditions, plea-,e puf,t your suite, room or apartment number in a conspieuous place near Lite irk r•t eritr y door . ( 111 t: 90 I. 4 . 4 ) Fire Department lock boxe shLiii be provided tor all fire alarm panels •.nd sprinkler risers. ihe appropriate keyNO for acc:; pli1(:;A lockbox. Lockbox or \ r i bo )tr; lukwila Fire Department. (City Ordio,,in(J: 40. Contact the Iukwila Fire Prevention Hur.eau w;tne; all required inpecti0n and tetf'3, ( I jf I a r i v Ordinance 01900 aod 111901) 41. Ihis review limiLed LQ , J)1(:e 9pecial fire rm i0 may be neoary dew:riding on di-Loilnd dwicription of intended Lie. 42. Any overlooked hazardow:; condition rid/or .in1;ition r)f thi adopted Fire or Building Code0 doe not imply ;ipprv;-1 1 !iuch condition or violation. 43. lhe plan were reviewed by 1.f you hilvf.! ;Joy nue 1leaf3e Gall the lukwila 1-ire PrevoLion flureau af (206)575-4407 44. *At** PHH1AC WORKS DEPARIWN1 1UKW1FA 1.144F.R1'AI1ONAL BLVD CllY PPonc,i Y.H[DHLLI) lo OCCUR 1N 2001-2002 AND tNCLUD1:_S UNDL10U01 .IND11,10 (M UlitlIlLS. APPLICANI SHOULD fAOPIUNAll PROPOSLD k 1 JNDLRGROUN1)1NO WilH ON S(11 1. 11PW)\/1 MW( 1 ADVANIAGF.S 10 IHE APP1. 1CAN1 10 1 Al 1 CONIThlic; FOR flflIM UNDLRGROUNDiNG ON 1R1 VA11 . PPOPV.P Wtill 0N ',HI TMPROMMENTS. 1.1 ()LUDY lAVI.,RN 1 P1 .ANNTN0 10 00 FOOD PPIPAkAliON ON 1 I. SSES APPL 1 1:AN1 ()HAI 1 00111 At 1 HP HANA 00.K 01 VALVIE. srAIKR D1. YMIC4 (o6):!1 10 APP AMA lok A 010-1 NYA1L "IPEA1ML01 01.14111171. or--)rHAuf,L fit 616-.W.-)E INTO EX1SIING SANOARY SLWIP SY11.11. 45. Hauling over V) oy requit appliL;ALin Permit prior to any w,':;ooiaLfld activity. hereby certify that 1 have read i'Jw: cooditimm 'And '4 r:imPly with them a... outlined. All proviiow, i. 1w oel odin,inc;,—, governing t.hi 0 work will 1 jf: (;Omplied with, whether 0pecified 1 , e((.1r, or not. 1he granting of thin permit doey pre!;ume to Ovt. OriI. troriLy to violate or camel the provi!,ionv) ol anv other wor ()r local regulating cowAroction (r the r wQrk. Siwiature: Print Name: IV I S Pa° V (C.. Project Name/Tenant: ,--,, ,--- Value of str ct on: Site Address (include suite number) , � / � � a, r r' ,��_ City State/Zip: Tax Parcel Number: 0 0 j V 0 Property Owner: tai i< /' 7_� .) I r c3, Phone: - ;: 3 1,� 6 ,10 Street Addr ss: City State/Zip: o r=1 3- 2nd (j� S(1- ,r4" l r L. E. q 3/66 Fax #: Contractor: t,tJ / / L AP /A 5 cot) , Phone: -' e 5 �' sR 5 - 7/ .. - , / Street Address: City State/Zip: Fax #: Architect/Mt ( J 7- cdr Akliecc 41 1j raki (4 Phone,t,2 5.. 9 (9i- / 9 g' Street Address: City State/Zip: Fax #: u _ 2 7 Engineer• r TGrf� 1�� ijJr /��1v Phone• _ L(23" 7 `' 7 I5'-. Q Street Address: City State/Zip: Fax #: Contact Person n A} ! ,< / q /0 To l d L. / 4 Ph o '1e : g e - / P r Fax #: ! Street Address: /� 6 0 7/ City Sta /Z Destn work to b done f lease,b specific):, I d l A_ ! g!!�. !,f1/1, /- r' 3`r l 1 its e v, . M4J r —7! , .�- J _ ) � � : fr//;!") OM 7,-./J / 1.17 Existing use: ❑ Retail ❑ Restaurant ❑ Multi - famil ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Tice ❑ School /College/University cl Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hole ❑ gffice ❑ Sc hool /C Other r ; \ jf SA � Building Square Feet: / 9 / existing No. of Stories: / Area of construction (sq (t): Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 171.,no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm C•none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes (- no Attach list of materials and stora :a location on se crate 8 1/2 X 11 )a er indicatin: ( uantities & Material Safet Data Sheets CITY OF TUFWI LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit umber: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application acce. ed: 1/30/00 crpermitdoc APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping ❑ Fire Loop /Hydrant (main ❑ Land Altering ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access/Sidewalk to vault) #: Size(s): 0 Cut 0 Fill cubic yds. Size(s): Size(s): Size(s): Sewer Main Extension Water Main Extension 0 Deduct Est. quantity: Da 3 pli•' tion ex p' es: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only cubic yds. gal Schedule: L „ Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM z W QQ • � J U U 0 co i w J F— Cn tl w • ; � d = W Z 1— 0 W ~ U O N O h WW 1— LL 1•= O W Z UN H � 0 z r s ri BUILDING Ott! ,P OR z Rt,ZED ENT: Signaty.r ' ' /� / „ Date: , . / 7 ( 7 Print name /} < %k 17 o .,„7 0 G- ( . . Phone 5.5. 1 <5 0 , Fax s i , ..5 21 7_ 7 t 0 /` Address i , 7 ' 60 __ ( 77 77/ City /State/Zip 1 APPLICAT S MUST BE SUBMITTED WITH T OLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHAD. BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Et Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of tvorking drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) z 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Q • identify by size and species which are to be removed and saved p- 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use Ce 2 only) 6 D 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) (/) O 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). w = J1._ ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled co u- w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 a 5 ny hazardous materials; dimensions of proposed tenant space. ti. Q ❑ Cl Vicinity Map showing location of site I 0 1- w = ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z ♦.- layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. w w 2 D ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U 0 o ❑ ❑ t= Construction details w w ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water LL o supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed ._ Z sprinkler system design criteria as identified by the Fire Department. 0 u) H= 0f -. z ❑ ❑ ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4787. (Form H - 5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Buildiri"g"OWner /Autho'rized 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/30/00 clpcnnii doc o ,& / L / 7 c g 0 -- 5 7 4IIIIN IMO gartiront raNON rot o raw awl e moo Pao ate rat IMMO P AM anj Or A**Aik*AA***** crlY 1L1KW11.A, WA IHANS1111 ******4*********k*****AL *Akkkh***A*04****A**AkAWkAA*Ak*AWA 1HANSM11 Number: W0100!)33 Amount: /81.2!) 04/?6/01 16:31 Payment Method: CHLCK Notation: PI P01/JCH tnit: Permit No: D01-0S4 'type: DtVPFPM DEVE1OPMENI PFRMil Parcel No: /36060-0130 Site Address: 4004 S 139 Si iotal F(:e!;: 1,286.14 Hilts Payment /81.2'2; iota] ALL Pmtli: 1.286.14 Balance: .00 ******k*******************k*****************************Wk*Irk* Account Code Dot;cription Amount 000/322.100 BUSLDING - NONPFS //6./5 000/386.904 SIATE BUIIDING SU:CHM:6F 4.50 -------- • 10...ia■T■ia...3raoili.a...a • ' •)-4 ,',',1,744ViWIZTVI , t 4 ''O•y ... -v * * -4 7* *********4VkV1**Av T !'T 1' '1" - • t C 3 7 Y OF 7 (1 1: +I ) L. . +. 1— Q 5 1 :F A * * A A * A r 4 * 7 4 k s ac * 4 ,1 1I 1 t4 Unber 0 J ( f) t, /.1 t 1' n et hod: HE I: 1: ; (4 1i T .! +IMP on n n n. P fq I t J o L 1) 0 1 • t,r4 r ;.! t: t) V I 0 7 1 I: f? 1 f 1 0 t, - J, ti A ti e 5 4 0 :4 .3 1. .)‘1 f 1 h 1 b P vment . ''.71 1 o tz 1 A L t t t .• : ! o ' * * A * * * * * * * * 3 A- A: A. A. A ) * A- A * A A- A. 4 Ayak • 4 C C LI t1 t Cotlt 1 000..":345-E1:30 1'1..011 E. HELL - r( 0-1 • .! : O.'. '7)7 ;7011.1.11_ Pr.'. t• / Type o nsp -lion ( n Ix , : T Date c ed / VO/ Special instructions: — Date wante / 1 f Req gster: C' f ' � t ia 4 shone: q _ - 71 A° f INSPECTION RECORD / Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. C O MENTS: In Date: J PERMIT NO. 1206) 1-3670 Corrections required prior to approval. -D/ .x- V n $4/ ".LOO REINSPECTION F. REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ��S Proj e t e Type of I •ectiort• t/i Addre s / 1.L. ` Date cal ed: i 1 ' f / Special instructions: Date wanted: ) //3Q� / a.m. / m. f f /11 <.k , Pho INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. s/ (206)431 -3670 Corrections required prior to approval. Date: // 43 $47.00 REINSPECTION FEEtEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 1 Inspector: Pro 1 „ !! r 1 r' t.1 . , 1/2 co Type of Insp ction: " . t " '06 t,N t '."1 .`- 1` ■ t '( Date palled; .,, i1f � I C ! Address: I 135 O — r H. Special instructions: ,._ Date wanted: IC'. 7 a.rrl, p.m. Requester: C rr C I' Phone: '� 7C f jr (' f� 2 l FR!' INSPECTION NO. C' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. `, aP) (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: 614- Dater U $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: U N0 to w u. 0 � p Z � W 0 O- 0 H w .. Z U = O Z COMMENTS 1 14 / t\OU'l Date called: "`CCU Date wanted: 1 ‘t 2D� �� L ( 1, f -- 1 , � u i1 t� i i' kAA ' _ C-P V14' ("L.- f,i5 Phone: z) Sh l� AA � i C.,tt ✓� J C C f1 \1 i t ��-Sr i f j� 0VE'. - __11 - at 1 -' • : c 4 " r ✓ _ Pr ct' V 'c4.�J'+ ry-. Type of Inspection: �.� �,J -,, l cti.)' J - a., Address: _ 6SPzc) P(4( g y 'J' Date called: Special instructions: f fAu i De l'ilik-41.t'' n) � � ( cvxen 11*L4 Date wanted: 1 ‘t 2D� �� a:m • p. J Requester: �; Phone: ion El Approved per applicable codes. Inspector: Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 4 -- ) V.5 O fJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: 4 COMMENTS: Type of inspectio - -,1�t�{') . ,-7.--7, S ) 6)1 /1 P ' p(r.v T ; (76 Rae' (v I -J) t3 t ii9d: i t �' G [ pecial instructions: D ot e 4 (a.m. t; *` N f�/'.,c /t/'i r 4t/ - !' t tom✓ /,' 1 j t tiJ ,. a 111° 03 am- f 11■ !' 1 l' -, ..4 • )c T 0 7 1 N3(60-r POI r' ± '‘'.."/ 9- c;)1 7 oje t: ,_.. -- f / v e v } Type of inspectio - -,1�t�{') . ti t'' ►r Address: a 1 T L F; t3 t ii9d: i t �' G [ pecial instructions: D ot e 4 (a.m. Requ ! 1 L�. Ph3ne _ 7 ( (c, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. cto INSPECTION RECORD Retain a copy with permit PERMfr 1`4 ;e *- (206)431 -3670 3,,,C Corrections required prior to approval. / 5 —o J .00 REI PECTION, FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter BI AL, Suite 00. CaII to schedule reinspection. eipt No: Date: COMMENTS: 1 AtieVIA Type of Inspection: Sospeo p hi 7 ) 5t iet 4 c, 4 Date called: ' r' Special instructions: , r+ ...► 4 .tr` � — - . _ . �. Phone: "?-..., Al-ror ,-- 4 /4 • .<,,, / A .. 0 , 4 -- /7--7 V ` 4- / A- c_ v 14. .,-/-- , i l v i,, 1 .... m1 O I. 1. , 1 . _ Project:� . p r' 1 AtieVIA Type of Inspection: Sospeo p hi d ess: Date called: ( .rri) p Special instructions: Date wanted 1' L A - 0 1 Requester: Phone: h 4 . iris ector: 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INNCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date/ f r � $47: INSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: --41 �i= 'c�1�.1 - ,F - N � . tLI N(-, Address: -- l 2 - 0 T. . D le c led: co/ z r virr f t'1 t r c rt' R C PC - I 1 Phone: ,r 3 °..) eir1 4Pr Lt) ( 1 re Nees oc' 'rt' o t) k... 4p *0 ('r+. &--\ c1 [ 1 J�' r t w• e \,t)d'L�r- A -2 %k P 1 kotec O 1 t1 F l�. Type of Inspection: --41 �i= 'c�1�.1 - ,F - N � . tLI N(-, Address: -- l 2 - 0 T. . D le c led: co/ z Special instructions: D w ted: 7 / C'l s ten a.m. R C PC - I 1 Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 J Approved per applicable codes. ( Corrections required prior to approval. Inspector: •"\ I Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Proje R Type of I pection: , Address : / 3 5 1 Date called: / / Special instructions: Date wanted: Y 4 () /G1/ a.m. n. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 15 Approved per applicable codes. COMMENTS: /4.1 i_t jigs, / INSPECTION RECORD Retain a copy with permit I D Dn Gil r (206)431 -3670 PERMIT NO. Corrections required prior to approval. $47 F. E REQUIRED. Prior to inspection, fee must be paid at - 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: � Type of pectio3: Ad�l�ess: 5. Date called: e 3 -q Special instructions: Date want /L � 1 l p.m. m Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ‘ p,Approved per applicable codes. COMMENTS: Inspect k J-14i f> INSPECTION RECORD Retain a copy with permit Receipt No: (Art ed, , ( (f $47.00 REINSPECTION E REQUIRED. P,tior to inspection, fee must be paid at 6300 Southcenter BIv ., Suite 100. Cal to schedule reinspection. Corrections required prior to approval. Dat Date: PERMIT NO. (206)431 -3670 Project: ; : <c; *. .p.' Type of 1"" . `;a' on; j .tr• Addre s: `_ Date call • : Special instructions: /42 Date wanted: `_ Requester: Phone: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION INSPECTION NO. 6300 Southcenter Blvd, #100, Tukwila, WA 9 II 5KApproved per applicable codes. Ei Corrections required prior to approval. COMMENTS: PERMIT NO. (206)431 -3670 $47 INSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 2 _ ~ 2 re 00 to w N LL 0 J tL a w Z� �O O - O 1— wW LL. tiJ = o F-� Project: - Typ o�}t'l ctton: / Addr s: 1 3 0 Tuk. 1 y . / .. . `' Date c alled: 2- /0-0 Special instructions: Date wanted: -. -1O-0( a. p .m Requester: Phone: 3 INSPECTION NO. q INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 ,Approved per applicable codes. OCClic,q PERMIT NO. (206)431 -3670 Corrections required prior to approval. // 7 Inspector: j 4 'v � El $47.00 REINSP F REQUIR Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: , ,11 + .. I i A MigEnir -,iila Address: / 3 62 0 i !lk .2 AJf 6L. anamw. / Ar EP r . _ . 1 0 Special instructions: A Na I NIP 01 1 1 1 l' Requester: PliTWAIIIiiiMEMINA' I AL r Project: , � y »r. 'X? /v Type of Ins ection: /9n-7 ; f Address: / 3 62 0 i !lk .2 AJf 6L. Date called: /0— 9 ---- Special instructions: Date wanted: /0 -- / 0 Ain, p.m. Requester: Phone: INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 00/ay PERMIT NO. (206)431 -3670 .SI■gki) Approved per applicable codes. J Corrections required prior to approval. 6 ,4 It /,f./7,./ Date: 0_,0 LI $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr.'ect: it i 4 i Type •f Inspection: 1 , 1 dAress• T D.te calle 4 Special instructions: , i�'fi,,,,Q t j /1 90 n, ,e " pt,. C ,ic yC , lr fr r I I/ /, • ,o Date w -d: / =.m. P. m. Requ s ter: - ( e,C 2-- )L Co e /,c'.. Phone• ",)N - ( , _ 7, 7(D COMMENTS: / r ,f r ♦t .� . Jr, JrI .,.� L¢7- 2-- )L Co e /,c'.. r,' s P..,e -° e-- t 1 .. ... -. .. r Z-4, j ¢141. .4 .r ., . If . _AI 4 1 J a r1° --'1 t =l - . / j --- - / `� c /ro j a -,4 r r e›..e..._. 5 j14 44./../.4 g 14,Z C., / 10 INSPECTION NO. INSPECTION ECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Qcy.7/ PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. n $ N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - � Inspector: I 4 REINSPECTIO Date :r Receipt No: Date: 1 Z W U (0 • w U u_ W O • }} LL to 3 11 M ° © — O I- WW U. O Z W z Project: i ip Id (......"- Type of Inspection: ( Address: — 0 ate call •: ' Special instructions: Date wanted: 'I N.oli a.m. P.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. cZCorrections required prior to approval. Inspector: P t/7 INSPECTION RECORD Retain a copy with permit PERMIT NO. -46 VIVY (206)431-3670\„1", Date: 0 $47.00 REINSPECTUt FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: •" " """ . " " • • " " • • ' COMMENTS: f "r ✓fir // r' <)i °2. . 1`: 2 j X,. ,�r Special Instructions: / Date wante•: 0101 Ifil Reques (,t tx Pi f/ Pho m e :x 1 ' j 17 -L /.✓y7 e)" /2 ep ,! /-4, e - -, c. -/---1-7‘9., i_ 4- '?-" -'t-1 !'( i'27 ?l t-e /--- ) •,S 4; e: ✓1 P-t t?, ect: --� ) a ia 'ii Type o;4ispe�.tion _._ rC- Y71 ! Ad ress: 3 ? 0 Iuii</ fa Jett Date called: hi vci, 62 (;?/o j Special Instructions: / Date wante•: 0101 Ifil Reques (,t tx Pi f/ Pho m e :x 1 ' j 17 F INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r Approved per applicable codes. Inspector: PERMIT NO. (206)431 -36 Co ?rections required prior to approval. Date: n $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: ( Date: 1 Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Gity of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Project Name c/kL___/-Av-A-ct A 114 Address 1 .3 6 Z� _ L �� Suite # Retain current inspection schedule ' Approved without correction notice 9(- Approved with correction notice issue: Rev. 2/19/98 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief / h / Date T.F.D. Form F.P. 85 Name: DERBY TAVERN Address: 4004 SOUTH 139 ST. City TUKWILA State WASH Ap98168 Terms: HEATING AIR CONDTIONING SUSPENDED CEILING GARBAGE TEAR OUT FRAMING INSULATION PAINTING SHEET ROCK ELECTRICAL PLUMBING VINAL CARPET CONCRET OVERLAY BATHROOM STALLS BATHROOM FIXTURES DOORS DOOR CASING AND BASE DOOR HARDWARE DAILY CLEAN UP FINAL CLEAN UP CECIL WILLIAMS WILLIAMS CONTRACTING . WILL IC* 108PS Williams Contracting 12006 140 Avenue S.E. Renton, Washington 98059 (425) 235 -7161 ( 2061963 -7176 TOTAL $ 7,400.00 $ 4,500.00 $ 4.000.00 $ 500.00 $ 3,360.00 $ 6,000.00 $ 840.00 $ 2,600.00 $ 5,000.00 $ 8,400.00 $ 8,725.00 $ 1.200.00 $ 2,600.00 $ 6,300.00 $ 1,650.00 $ 1.250.00 $ 840.(8) $ 1,410.00 $ 225.00 $ 1.200.00 $ 450.00 b \- ° - 1 ADA PORTION $ 400.00 $2,000.0( $ 500.00 $2,500.00 $ 400.00 $7,000.00 51,200.00 $1,650.00 $1.250.00 $ 840.00 $ 225.00 TOTAL PRICE $68.450.00 ADA $ 17,965.00 RECEIVED CITY OF TUKWILA NOV - 8 2001 PERMIT CENTER Name: DERBY TAVERN Address: 4004 SOUTH 139 ST City:TUKWILA State WASH zip 98168 Terms: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ADDED COST TO CHANGE FROM BAR TO RESTRANT HOOD AND ANSEL SYSTEM $ 7500.00 WALL COVERING IN KITCHEN $ 800.00 FLOORING IN KITCHEN $ 750.00 ADDED COST FOR FRAMING NONE OF THIS ADA MOST OF THE FRAMING CHANGES WERE ANTISAPATED BECAUSE OF THE AGE OF THE BUILDING RATHER THE FIXING THE BAD SPOTS IN THE WALLS THEY WERE REPLACED FOR APPERANCE AND STRENGTH THE REST OF THE KITCHEN ITEMS , TABLES AND CHAIRS WILL BE SUPPLIED BY THE RENTOR WILLIAMS CONTRACTING CECIL WILLIAMS Williams Contracting 12006 140 Avenue S.E. Renton, Washington 98059 (425) 235 -7161 ( 2061963 -7176 $ 900.00 $ 9950.00 b -05 `1 RECEIVED CITY OP TUKWILA NOV - 8 2001 PERMIT CENTER To: Dave Larson Senior Building Inspector City of Tukwilla From: Mark Antonioli Re: Derby Tavern 4004 South 139 St. Tukwilla, WA The Maran Co Contracting and Design Mark Antonioli 13860 - 1771h Ave SE, Penton, WA 98059 Ph 425.255.9950 - fax 425-227-7107 - Call 425 -802 -1888 Contractor # maronC1133b3 June 29, 2001 Attached is a letter from Mitchell Engineering addressing the roof system at the Derby Tavern. I think this should take care of things. I am also giving this to the general contractor so that these changes will be done by your next inspection. If you have any questions, please call me (425)- 802 -1888 Thank o very m Mark Antonioli RECEIVE JUL 3 0 200 r3UILL Nu DEPARTMENT { tit 1 4. r cuol nt : 4b 4257475403 June 29, 2001 't• ark Antonioli ( The Marant Company 13860.1 77' Avenue SE { Renton, Washington 98059 1 Dew Mark: Mitchell En Subject: 13820 Pacific Hwy South Seattle, Washington NI TCHE:.L ENGIsEERING inee,'rrig, Inc. 7621 -16Sth Manue l E. x4 1 ton 98852 Phoai (425) 747 -1 SdO Foot (0{23) 747.3403 As requested I visited the site to review the roof framing. While constructed differently than I had previously rr conunerided, with the following recommendatiorut I would consider the roof structure equal to what existed prior to the fire. PANE 02 ' • r • 1. Install 2 x 8 collar ties 3 feet down from the rids. on every other rafter. At the plywood girdgr truss at the north end of the building install 2x blocking at the top and bottom chord of the truss ao that the plywood sheathing can be roiled at Ann inches on center. • :3 , f Please call if you haste any questions or require ft ether information. Michael S. Mitchell,;P,E. President Mitchell Engineering, Inc. 4�r MSMVdmr awratdooNRtirnt C. jab/4L131 u : z 'A),o 1 05' --/ RECEIVED 3 OEPARTMEITv {$ 71 DATE: March 21, 2001 APPLICANT: The Derby Tavern RE: Tenant Improvement D01 -054 ADDRESS: 13820 Tukwila International Boulevard cc: Minnie Dhaliwal, Associate Planner City of Tukwila c:\carol\general\2001-memos\DO1-054.doc PLANNING DIVISION COMMENTS Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. Neither of the signs on the site comply with the City's sign code. Businesses with noncomplying signs must bring their signs into compliance by December 31, 2001. A copy of the sign code is enclosed. You may wish to revise the signs now, since you will be doing other construction on the building. The aspects of the signs that are not in compliance with the sign code are as follows: a. Free standing sign: is too high and is located too close to the property line. b. Projecting sign: is too high - it may not be attached to the roof. The face of the sign may be too large. To determine the size sign permitted, please see TMC 19.32.140, Table 1. If the sign is faced on both sides, then the overall size of the permitted sign must be divided in half, with each side of the sign containing one -half of the area perniitted. A copy of the sign code is attached with the pertinent sections marked. Prior to final sign -off on construction under the building permit by the Planning Division, the applicant must submit a revised cost break out for all the improvements made to the building that updates the information provided by Williams Contracting on March 12, 2001. The updated information should breakout actual total costs and the ADA portions, as detailed in the March 12, 2001 submittal. For questions on the sign code, please contact Minnie Dhaliwal, Associate Planner, 206- 431 -3685. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 UO u, 0 u, u„ w o u, U � gt w w u 0 w z to O z Name: DERBY TAVERN Address: 4004 SOUTH 139 ST City:TUKWILA State WASH zip 98168 Terms: ADDED COST FOR FRAMING NONE OF THIS ADA WILLIAMS CONTRACTING CECIL WILLIAMS Williams Contracting 12006 140 Avenue S.E. Renton, Washington 98059 (425) 235 -7161 ( 206) 963 -7176 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ADDED COST TO CHANGE FROM BAR TO RESTRANT HOOD AND ANSEL SYSTEM S 7500.00 WALL COVERING IN KITCHEN $ 800.00 FLOORING IN KITCHEN $ 750.00 $ 900.00 $ 9950.00 MOST OF THE FRAMING CHANGES WERE ANTISAPATED BECAUSE OF THE AGE OF THE BUILDING RATHER THE FIXING THE BAD SPOTS IN THE WALLS THEY WERE REPLACED FOR APPERANCE AND STRENGTH THE REST OF THE KITCHEN ITEMS , TABLES AND CHAIRS WILL BE SUPPLIED BY THE RENTOR PEP:Mil IC Front: CECIL WILLIAMS To: NICK potavGaA - tt 1 ) rro P.1 G Name: DERBY TAVERN Address: 4004 SOUTI 1 139" ST. City TUKWILA State WASI1 zip98168 TOTAL ADA PORTION IIEATING $ 7,400.00 AIR CONDT'IONING $ 4,500.00 SUSPENDED CEILING $ 4,000.00 GARBAGE $ 500.00 TEAR OUT $ 3,360.00 $ 400 00 FRAMING $ 6,000.00 $2,000.00 INSIILATION $ 840.00 PAINTING $ 2,600.00 $ 500.00 SI1EET ROCK $ 5,000.00 $2,500.00 ELECTRICAL. $ 8,400.00 $ 400.00 PLUMBING $ 8,725 00 $7,000.00 VINAI. $ 1,20000 $1,200.00 CARPET $ 2,600.00 CONCRET OVERLAY $ 6,300 00 13ATI LROOM STALLS $ 1,65000 $1,65000 [3ATI LROOM FIXTURES $ 1,25000 $1,250.00 IX)ORS $ 840 00 $ 840.00 DOOR CASING AND BASE $ 1,410,00 DOOR HARDWARE $ 225 00 $ 225.00 DAILY CLEAN UP $ 1,200.00 FINAL CLEAN UP $ 450.00 CECIL WILLIAMS WILLIAMS CONTRACTING . 1VILLIC* 108PS Date: 03/09/01 Time: 03:19.28 PF -! Page 2 of 3 Williams Contracting 12006 140" Avenue S.E. Renton, Washington 98059 (425) 235 -7161 (206) 963 -7176 Terms: TOTAL PRICE $68,450 00 ADA $ 17,965.00 Ifr (30 t{ q,5 4- t'1 'i (./; ) RECEIVED CITY OF TUKWILA PERMIT CENTER Name: DERBY TAVERN Address: 4004 SOUTH 139 ST. City TUKWILA State WASH zip98168 Terms: THIS IS A BID FOR REMOLDELING THE DERBY TAVERN AS PER PLANS AND SPECS. CECIL WILLIAMS WILLIAMS CONTRACTING . WILLIC* 108PS Williams Contracting 12006 140 Avenue S.E. Renton, Washington 98059 (425) 235 -7161 ( 206) 963 -7176 $ 68450.00 February 12, 2001 Mark Antonioli The Marant Company 13860 — 177 Avenue SE Renton, Washington 980459 Subject: Dear Mark: I recently visited the Derby Tavern. The purpose of my site visit was to review the existing roof system. It is my understanding that the building was damaged by fire several years ago and has been vacant since the fire. The section of the roof system damaged by fire has been repaired. At the time of my site visit the gypsum wallboard ceiling had been removed exposing the rafter system. It would appear that the building has been enlarged and remodeled several times over the life of the building. It would appear that the last remodel might have occurred as long as forty years ago. The existing roof structure is like most buildings built over 40 years ago in that it does not conform to the current code. The roof system is built in conformance with conventional framing practices used when the building was constructed. I would recommend that to increase the load capacity of the roof system that 4 site built trusses shown on the enclosed plan be sheathed with plywood. The exact details required for the retrofit exceed the scope of services authorized. I do not imply that if the repair noted is done that the roof system will be in conformance with the code. S nc rgly, \A,Iva Michael S. Mitchell, P.E. President Mitchell Engineering, Inc. MSM/msm c: \ww\doc\Derby Tavern job#01131 1CI Mitchell Engineering, Inc. 7821 -168th Avenue N.F:. Rcdmond, Washington 98052 Phone (425) 747 -1500 Fax (425) 747 -5403 The Derby Tavern 13820 Pacific Hwy South Seattle, Washington 98059 7 ft's/CtAxwJ 44'4 a,•A 6/21L of ) )</ etkr git2a4/ TAA15'9/..5. .-1 CI 40 F)e-Andi; -1frj �A�► --� 4a11.77i 41 ACTIVITY NUMBER: D01 -054 DATE: 9 -27 -01 PROJECT NAME: Derby Tavern SITE ADDRESS: 13820 T.I.B. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # R Revision # 2 After Permit Is Issued DEPARTMENTS: Build ng b'vision Iic orks Complete TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved [1 Approved with Conditions 7 n \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Firg revention 141 101'0 l Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Review Required Planning Division �P (04-01 Permit Coordinator DUE DATE: 10-2 -01 DUE DATE Not Applicable 1 1 Comments: No further Review Required DUE DATE 10 -30 -01 Not Approved (attach comments) Fl REVIEWER'S INITIALS: DATE: Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # (p] Revision # 2- after Permit is Issued Contact Person: �/ -"�% � �► Phone Number: c20c __ �` 7/,; Project Name: Project Address: Summary of Revision: Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on REVFICN W)1 49 OF TUKWILA SEP 26 2001 PERMIT CENTER ACTIVITY NUMBER: D01 - 054 DATE: 9 -27 -01 PROJECT NAME: Derby Tavern SITE ADDRESS: 13820 T.I.B. SUITE # Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Response to Correction Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Comments. TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved f� I Approv d with Conditions Not Approved (attach m ents) wi REVIEWER'S INITIALS: C DATE: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural L � Approved with Conditions X. Revision # 2 After Permit Is Issued Fl Planning Division Permit Coordinator DUE DATE: 10 -2 -01 n Not Applicable ri No further Review Required DATE: DUE DATE 10 -30 -01 Not Approved (attach comments) DUE DATE REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -054 DATE: 9 -27 -01 PROJECT NAME: Derby Tavern SITE ADDRESS: 13820 T.I.B. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works n F1 PLAN REVIEW/ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete n Comments: TUES /THURS ROUTING: Please Route n Strt ctural Review Required n No further Review Required DATE: 1 TAb) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions Fire Prevention Structural - x n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-2-01 Not Applicable n DUE DA1'E 10 -30 -01 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -054 DATE: 9 -27 -01 PROJECT NAME: Derby Tavern SITE ADDRESS: 13820 T.1.B. SUITE # Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Is Issued Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP r n Fire Prevention Structural Incomplete 11 Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-2-01 No further Review Required DUE DA'L'E 10 -30 -01 Not Approved (attach comments) DATE: 10 l 2 -/a 1 r IMMO Not Applicable [7 n DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -054 DATE: 9 -27 -01 PROJECT NAME: Derby Tavern SITE ADDRESS: 13820 T.I.B. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Building Division Public Works C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete L.__ Incomplete Comments: t — pAoyed TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS:....:I," APPROVALS OR CORRECTIONS: (4 weeks) Approved 1l Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions n I1 REVIEWER'S INITIALS: Revision # 2 After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 10-2-01 n Not Applicable ri DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: /L,'/ 1 1 DATE: 01. •0 DUE DATE Not Approved (attach comments) I I DATE: ACTIVITY NUMBER: D01 -054 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST DEPARTMENTS: Bu'I 'Division 0-4 Pub is Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-9 -01 Complete El Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved Original Plan Submittal Response to Correction Letter # APPROVALS OR CORRECTIONS: (4 weeks) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions REVIEWER'S INITIALS: DUE DATE Approved [ Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete C 1 1 Response to Incomplete Letter # Revision # 1 After Permit Is Issued C n DATE: 8 -8 -01 SUITE # r tr Planning Division 11 6._ B -° ( Permit Coordinator Not Applicable t___ No further Review Required n DATE: DUE DATE 9 -6 -01 Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / V y v $ 2 00 / Plan Check/Perm it Number: O 0 / 0 S .- y ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [J Revision # I_ after Permit is Issued Project Name: 77 /t 7) T// V(, J -' / P Address: t ° 0 C U / j 3 (7 ry ST Contact Person: j4 Ar Al/ d t ( Phone Number: ((es " 2 $ Y " "? ( 7.5 .. C) Summary of Revision: u . Z cJ.(./ SCci 7}i 5 (v. (ft Ccl Ic;2( .5' 7 (// C.. l o cn C Z.? IA yt5 (f _cv1vtf (J(Svc (mowar() z d e v/.5 o vL S - C c fl . Iv av4- (4c t 4. e/( /` -C c j (vc &'ry t ti( / /t/■ Ve ..ti p K 0 O f • ( 11 C Yv r e-- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 21 i Er Entered in Sierra on ,1Gcw Si001 t_// /! rs r_ j, rrr_., 08/30/00 Z tr w O 0 0 �w jE N LL w 0 w Q N3 w Z � O • W U � O — O H w IEU DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -054 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST SUITE # DATE: 8 -8 -01 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # x Revision # 1 After Permit Is Issued n Structural DETERMINATION O0 COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route C Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with o ditions n Not Approved (attach comments) Fire Prevention Approved with Conditions Fl REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-9-01 Not Applicable ri No further Review Required DUE DATE 9 -6 -01 DATE: c ZGo n Fl DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -054 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST Approved \PRROUTE.DOC 5/99 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1111111111111111•I. DEPARTMENTS: Building Division Public Works Complete Er Comments: PLAN REVIEW /ROUTING SLIP n n REVIEWER'S INITIALS: Fire Prevention Structural 1111111111111111■• DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROUTING: .c a O .° Please Route Structural Review Required E No further Review Required ciok- APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions X Revision # / After Permit Is Issued n c DATE: 8 -8 -01 SUITE # Planning Division Permit Coordinator DUE DATE: 8-9-01 Not Applicable DATE: `ziIVO DUE DATE 9 -6 -01 Approved with Conditions n Not Approved (attach comments) n ..11•1111s• DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: City of Tukwila Steven M. Mullet. Mayor Department of Community Development Steve Lancaster. Director PLANNING DIVISION COMMENTS DATE: August 9. 2001 APPLICANT: Mark Antonioli RE: The Derby Tavern D01 -054 ADDRESS: 4004 South 139`" Street The following comments were provided April 2, 2001. They are repeated below as a reminder that the previous comments still apply. If you have any questions, Carol Lumb is the planner assigned to the file and can be reached at 206 -431 -3661. L Prior to final sign -off on construction under the building permit by the Planning Division. the applicant must submit a revised cost break out for all the improvements made to the building that updates the information provided by Williams Contracting on March 12. 2001 and supplemented on August 8. 2001. The updated information should breakout actual total costs and the ADA portions. as detailed in the March 12, 2001 submittal. Please remember that the total cost of any improvements made to the building cannot exceed $78.787.50. To -date, the estimates provided show that $62,435 of that amount will be spent between the roof repair and the current building permit (non -ADA related), leaving only $ 16.352.50 that can be expended for any future improvements. The applicant should be aware that the signage on the site (free standing and wall sign) must comply with the City's sign code by December 31, 2001. The roof sign does not comply with the existing code. nor does the free standing sign. A copy of the sign code was previously provided, with the pertinent sections marked. If you have any questions about the sign code. you can call N'linnie Dhatiwal, at 431 -3685. c:\mydocs\Genera112001-memos\DO1-054-3.doc X300 Souncc - :rc'r Boulevard, Suite :100 • Tukwila, Washington 08188 • Phone: 20()--131.; • 11:x: 2,0n- -J;l -3nn5 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 054 DATE: 3-12-01 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139TH SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter -# Revision # After Permit Is Issued DEPARTMENTS: Build ivision FK Public Works 406 /h c1 4- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete\ Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: soak Fir Prevention i ?-1.-4t9( Structural Incomplete ri Not Applicable n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions C n Plannin Division 4 Permit Coordinator DUE DATE: 3 -13 -2001 No further Review Required n DATE: DUE DATE 4- 10-2001 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: 0 CORRECTION DETERMINATION: MU DOC Approved REVIEWER'S INITIALS: Approved with Conditions ;,1y,11, _ .." DUE DATE Not Approved (attach comments) DATE: z w tr 2 00 0 � LL w � z� zO U ON 0 t- wW 11 0 ui O Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ? Z " ° 1 Plan Check/Permit Number: Oc' I - as A ® Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # after Permit is Issued pe46 Project Name: Project Address: F 1Qh'1J j" a A qcO`i 5 / 5e) /4; ,? Contact Person: M04 Pe ( 'y Phone Number: z '< eZ ' • ?(. .� Summary of Revision: rAurko t - rut✓ e ' (1 P riPt_e 11 C. f k tov-rktiLLIrz- I r.. Entered in Sierra on Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: RECEIVED CITY OF TUKWILA PERMIT CENTEP DEPARTMENTS: Building Division Public Works Complete Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 054 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139TH SUITE NO: Original Plan Submittal °lc Response to Incomplete Letter 4# _ Response to Correction Letter # Revision it After Permit Is Issued • n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-1 3-2001 Incomplete TUES/THURS ROUTI Please Route Structur I Review Required REVIEWER'S I IALS: dot, ■111111■ MOEN APPROVALS OR CORRECTIONS: (ten days) Approved LI Approved with itiAns REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: 1110101/1t • (XX" 5, Approved with Conditions C n n DATE: 3 -12 -01 .111111.1116 ri No further Review Required DATE: Planning Division Permit Coordinator n n Not Applicable 11 DUE DATE 4 -10 -2001 Not Approved (attach comments) l l DATE: -? DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: ` O/3 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 13i 00610 Chimney Installation/AII Types 00700 Framing 00750 Roof /Ceiling Insulation ❑ 00800 Floor insulation ❑ 00801 Wall lnsulation ❑ 00802 Exterior Roof insulation ❑ 00803 Glazing Inspection ❑ 0815 Lighting and Controls 00900 Suspended Ceiling I , 01000 Interior Wallboard Fastening 0 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 0 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- ivlom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special - Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS [0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & talcs shall be on site j E0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainaee, excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof 00019 All construction to be done in conformance w /approved plans ❑ / "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to rennin in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, tlat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit 0 03 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC 0041 Ventilation is required for all new rooms & spaces _ 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shail be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof" Plan Reviewer: Permit Tech: Date: Date: ACTIVITY NUMBER: D01 - 054 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139TH Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works Complete ri Comments: PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete ri TUES /THURS ROUTING: Please Route ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved wit Conditions REVIEWER'S INITIALS: f /1 Y4140u1E D(K n DATE: 3 -12 -01 SUITE NO: Response to Incomplete Letter # Revision # __ After Permit Is Issued Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-13-2001 Not Applicable El No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 4- 10-2001 Not Approved (attach comments) DATE: 3 A / n n CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) l REVIEWER'S INITIALS: DATE: Z eG w V0 • 0 w U) U. w u_< v w to D O 0 1- O . . z U = Z DEPARTMENTS: Building Division Public Works Complete Er Comments: n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 054 DATE: 3 -12 -01 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139TH SUITE NO: Original Plan Submittal spouse to Incomplete Letter 4_4.-- Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete I I TUES /THURS ROUTING: -Iv 6tLv r L Please Route Structural Review Required REVIEWER'S INITIALS: DUE DATE 4- 10-2001 gt- ctCC - .i\z Approved Fl Approved with Conditions U Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 4 -/ /' /C) 1 1 APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved DOC VPI Approved with Conditions REVIEWER'S INITIALS: I l Planning Division n Permit Coordinator No further Review Required DATE: 3( 13/0 1 DUE DATE: 3-13-2001 Not Applicable ri n DUE DATE Not Approved (attach comments) DATE: z w 00 • 0 w w J U w w 0 2 ILL 9. w LU • w O N 01- u j U. O w Z U p 0 z ACTIVITY NUMBER: D01 - 054 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139TH Original Plan Submittal Response to Correction Letter it DEPARTMENTS: Building Division ri %fig- Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fl Comments: TUES /THURS ROUTING: Please Route Struct I Review Required REVIEWER'S INITIALS: op APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Waaoun tX X vn PLAN REVIEW /ROUTING SLIP Structural Incomplete Ei Approved with Conditions Fire Prevention n REVIEWER'S INITIALS: DATE: 3 -12 -01 SUITE NO: "esponse to Incomplete Letter ;�' 4-- r After Permit Is Issued C Planning Division Permit Coordinator DUE DATE: 3 -13 -2001 Not Applicable n No further Review Required C n DATE: DUE DATE 4-10 -2001 Not Approved (attach comments) DATE: "1 '24 -0( DUE DATE Not Approved (attach comments) Mark Antonioli 13860 — 177th Avenue SE Renton, WA 98059 Dear Mr. Antonioli: Brenda Holt Permit Coordinator encl File: Permit File No. DO1-054 City of Tukwila Steven M. Mullet, Mayor Department of Community Development RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -054 Derby Tavern 4004 South 139th Street If you have any questions, please contact me at the Permit Center at (206)431 -3672. Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 1, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Associate Planner, at (206)431 -3663, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 4re.rt-- 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER: D01 -54 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works Complete E Comments: wt CeAld Please Route Approved Approved PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Jk- n�rp�i�a� uit4:tited 3 - D, (� Structural Review Required REVIEWER'S INITIALS: gassirmommor APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Incomplete Ej Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions I Iv..t �i'd I C .11J�.� \L REVIEWER'S INITIALS: n DATE: 03 -01 -01 SUITE NO: Response to Incomplete Letter # After Permit Is Issued Pla�nin Division ;_co-ot rain Permit Coordinator IV DUE DATE: 03- -06 -01 Not Applicable Fi pi No further Review Required C DATE: DUE DATE 04 -03-01 Not Approved (attach comments) n DATE: .111111111■ DUE DATE Not Approved (attach comments) DATE: Approved Fl DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D01 - DATE: 03 - - PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter it Revision !f After Permit Is Issued Complete y9Rt)ult.IHX' PLAN REVIEW /ROUTING SLIP a C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) DATE: Planning Division Permit Coordinator n DUE DATE: 03-06-01 Not Applicable Cn Comments: F - 1 No further Review ' •qui d C REVIEWER'S INITIALS: DATE: 0 DUE DATE 04-03-01 Approved with Conditions n Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 #" c .S`( DATE: 03 -01 -01 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter rr Response to Correction Letter it Revision it — After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete LI Comments: n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES /THURS ROUTING: Please Route t Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWER'S INITIALS: , , C , T l 1 CORRECTION DETERMINATION: Approved 4I g ■ll1Ii IN M' iYl C .111111111.11111111111... Planning Division Permit Coordinator DUE DATE: 03--06 -01 Not Applicable ri No further Review Required DATE: DUE DATE 04-03-01 Approved with Conditions Not Approved (attach comments) n DATE: S" I Y - DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: n n DATE: ACTIVITY NUMBER: D01 -54 DATE: 03 -01 -01 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision /i _ After Permit Is Issued DEPARTMENTS: Building Division Public Works C C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Lil Incomplete Comments: ,Q C) TUES/THURS ROUTING: Please Route Approved C REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 4RRUU{k MX PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required pi No further Review Required Approved with Conditions n n Planning Division Permit Coordinator Not Applicable DUE DATE 04-03-01 • n DUE DATE: 03-06-01 n DATE: S' z - 04 z —2 J U 0 No U) J (0u- m, 0 u.? — 1 12 w o - ° I- tu — 0 W Z U O cc: Carol Lumb City of Tukwila PLANNING DIVISION COMMENTS DATE: March 2, 2001 APPLICANT: Derby Tavern RE: Tenant Improvement (D01 -054) and PreApplication (PRE2000 -058) ADDRESS: 13820 Tukwila International Blvd. YOUR APPLICATION IS INCOMPLETE Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663 until March 9th. During the week of March 12th, please contact Carol Lumb at 206- 431 -3661. Per our memo to you dated January 8, 2001 (attached) "you must submit a detailed cost estimate bid from a licensed Washington contractor with the building permit application so that we can determine whether the structure will be required to comply with zoning code standards." You have only provided a figure ($68,450) which is meant to represent the grand total of the cost of the improvements. This is unacceptable. As we have advised you, you must break this total into separate line items, showing the cost of each of those items, and how you arrived at the grand total. The cost of any improvements that are required to comply with current building cost, such as ADA accessibility, should be flagged (these items will not count toward the 50% figure). As also indicated in that memo, "we must determine that a complete application has been received by March 12, 2001." 6300 Southcenter Boulevard, #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER: D01 -54 DATE: 03 -01 -01 PROJECT NAME: DERBY TAVERN SITE ADDRESS: 4004 S 139 ST SUITE NO: Original Plan Submittal Response to Correction Letter # Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: _ REVIEWER'S INITIALS, APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved MEW uwKaun trx 1 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete L kit 4 go-t h( n )Z. REVIEWER'S INITIALS: REVIEWER'S INITIALS: Response to Incomplete Letter r`r Planning Division Permit Coordinator n DUE DATE: 03-06-01 Not Applicable 11 TUES /THURS ROUTING: Please Route R Structural Review Required n No further Review Required DATE: 0 3. e) .2. U DUE DATE 04-03-01 Approved I 1 Approved with Conditions I I Not Approved (attach comments) DATE: DUE DATE Approved with Conditions Ti Not Approved (attach comments) DATE: City of Tukwila Department of Community Development Steve Lancaster, Director DATE: January 8, 2001 APPLICANT: The Derby Tavern RE: PRE2000 -058 ADDRESS: 13820 Tukwila International Boulevard The following additional comments are provided based on questions from the December 28, 2000 Development Review Committee meeting. If you have any questions, please contact Carol Lumb at 206 - 431 -3661. 1. The replacement cost for the tavern will be calculated as follows: the cost per square foot multiplied by the amount of square feet in the structure for the current assessment chart (in effect from April 1, 2000 — March 31, 2001). For Type 5, one hour construction for a restaurant (there is no classification for a tavetii) the cui:erii cost is $82.50, adjusted for this region. Based ou the size of the tavern (1910 sq. ft.) the replacement cost in year 2000 -20001 dollars is S157,575. Fifty percent of this value is $78,787.50; the total cost of the improvements to the tavern cannot exceed this figure. From that cost will be deducted the improvements made to -date (roof repairs after tire, adjusted to year 2000 -2001 dollars). The cost of any improvements that are required to comply with current building code (such as ADA accessibility) will not be included in the 50% figure. You must submit a detailed cost estimate bid from a licensed Washington contractor with the building permit application so that we can determine whether the structure will be required to comply with zoning code standards. In addition, please remember that we must receive the building permit application in time to determine whether it is a complete application prior to the expiration of the 24 month period allowed for nonconforming structures to be vacated or abandoned before they must be brought into compliance with the zoning code (TIC 18.70050 4). In checking with the Fire Department, their records indicate that the fire occurred on March 12. 1999. Therefore, we must determine that a complete application has been received by March 12, 2001. c :\mydocs \general\DRC\pre2000 -05 8.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 -431 -3665 PLANNING DIVISION CONBIENTS Steven M. Nfullet, iiIayor Revision No. Date ` Received Staff Date Staff Initials Issued Initials 1 j Summary of Revision: . Staff Initials Received By: Revision Date No. ; Received Date Received Staff , Date Initials ' Issued Staff Date Initials ! Issued . Staff Initials i C 1 Ammiiirmirm Summary of Revision: ,.1.'e,,errifK, ( IL et v i CW `) -�' =tom .. f,1 Summary of Revision: � '_ L t ') ( (t; i. . , 4 / ' / / ( , ) `� ; r' l 1 ' j ..tr' i i"- ` 1 1 ` 1 / // / ! /Hi ,/ k t{,i 1 t u i . {,- Received By: Received By: / h.7i1=, ,4. -f, _; Revision ; No. i Date Received Staff , Date Initials ' Issued Staff Initials Revision No. ( Date Received Ammiiirmirm Summary of Revision: ,.1.'e,,errifK, ( !_ . .., '''-,�; t et „4 f �,.._, I i Summary of Revision: Received By: PROJECT NAME: Lit t /l_ 4 ` . i.Lct;t.I1J PERME 10 :, I "6 5"/ Site Address: Revision No. Summary of Revision: / 33 ),Ci T 1 Date Received Original Issue Date: �lI REVISION LOG Staff Initials Received By: pease crint) r / , please url? t) • Date Issued iplease print) ipiease print) e Staff Initials Revision No. ( Date Received j ; Staff Initials Date Issued Staff Initials I i Summary of Revision: Received By: PROJECT NAME: Lit t /l_ 4 ` . i.Lct;t.I1J PERME 10 :, I "6 5"/ Site Address: Revision No. Summary of Revision: / 33 ),Ci T 1 Date Received Original Issue Date: �lI REVISION LOG Staff Initials Received By: pease crint) r / , please url? t) • Date Issued iplease print) ipiease print) e Staff Initials August 7, 2001 Mark Antonioli The Marant Company 13860 — 177 Avenue SE Renton, Washington 98059 Subject: 13820 Pacific Hwy South Seattle, Washington Dear Mark: Sincerely, Michael S. Mitchell, P.E. President Mitchell Engineering, Inc. MSM/dmr c:'\%% doe \:ltarant Co. job4Ol 131 I Mitchell Engineering, Inc. 7821 -168th Avenue N.E., Redmond, Washington 98052 Phone (425) 747 -1500 Fax (425) 747 -5403 REVISIO Today I reviewed photographs taken of the repairs I recommended in my June 29 letter. It is my understanding that 2x6 collar ties were used in place of 2x8 collar ties, this is acceptable. It would appear that the recommendations of my prior letter have been incorporated into the remodel. It is my opinion that the as -built conditions of the roof are structurally equal to the roof system prior to the fire. ,;ILA AUG 00 2001 _ ERM(T CENTER \ DOI*OG*f 1994 WASINGTON STATE ENERGY /VENTILATION CODES RESIDENTIAL SUBMITTAL FORM OT' R THAN ELECTRIC RESISTANCT74:HEAT Applicant: /,2 ( 7 Tracking#`: Job Type: ❑ New ❑ Addition Remodel Finished Sq. Ft. IV /O Occupancy: C3 Single Family Multifamily- #B1dgs: #Units Fuel Type: P I Gas C3 oil ❑ Propane C3 Wood 0 Coal ❑ Heat Pump FILE COPY 1 WSEC CHAP.6 TABLE 6 -2 CHAP. Opt.l Opt.2 Opt.3 Opt.4 Opt.5 Opt.6 Opt.7 4/5 ❑ D- ❑ ❑ ❑* Cr* ❑ /❑*r z HEAT SYSTEM AFUE 78% 78% 88% 78% 74% 78% 78% HSPF 6.8 6.8 7.7 6.8 6.35 6.8 6.8 GLAZING v Floor % 10% 12% 21% 210 21% 25% 30% 0 0 U -Value .70 .65 .75 .65 .60 .50 .45 CO W DOORS U -Value 0.40 0.40 0.40 0.40 0.40 0.40 0.40 N u. R -Value 2.5 2.5 2.5 2.5 2.5 2.5 2.5 W O CEILINGS Q �Q w /attics R -30 R -30 R -30 R-30 R-30 R-38 R -30 LL ii- vaulted R -30 R -30 R -30 R-30 R-30 R-30 R -30 N d ABOVE GRADE WALLS W R -15 R -15 R -19 R -19 R -19 R -19 R -19 z BELOW GRADE WALLS 0 interior R -15 R -15 R -19 R -19 R -19 R -19 R -19 W exterior R -10 R -10 �R -10 R -10 R -10 R -10 R -10 2D FLOORS R -19 R -19 R -19 R -19 R -19 R -25 R -25 v y SLABS R -10 R -10 R -10 R -10 R -10 R -10 R -10 0 11J us U. 0 U. WZ F � 0 * The following options are for buildings more glazing areas of 25% or less; 0.40 max. * *Supporting documentation required. CONDITIONED SQ.FT. q X MAX. HEAT SYSTEM SIZE: ❑ WALL HEATERS: IV DUCTED SYSTEM: GLAZING % (0 COND. SQ. FT. X 24 = COND. SQ. FT. X 27 = Date: than 2 stories: 0.45 max. fc for glazing' areas of 30% or less. III 7 SF ALLOWED GLAZING • ❑ Continously operated Heat Recovery System. ❑ Not Applicable. (For additions less than 500 Sq. Ft.) pOI. BTUH OUTPUT VAPOR RETARDERS: FLOOR •I'4 -mil Poly ❑ Face. Stapled Backed Batts ❑ Ext. T &G Plywd. WALLS ❑ 4 -mil Poly ❑ Face Stapled Backed Batts Rof_PVA - Paint CEILINGS t,4 -mil Poly ❑ Face Stapled Backed Batts PVA - Paint VENTILATION SYSTEM (Choose one) . . C Integrated System w/ fresh air introduced into return -air duct. Whole house exhaust fan will be included. ves /no ❑ •Fresh air port at each habitable room. Min, = net 4 sq. in. each. Whole house exhaust fan is required. z MFG. ROOM DOOR SIZE GLAZING SIZE - AIR GAS FILL LoE U -VAL GLASS AREA UA (A) MFG. GLAZING IN EXTERIOR DOORS SKYLIGHTS AND SKY WALLS GLAZING % = TOTAL 1 CONDITIONED AREA !OPTIONAL) AVG. U -VALUE = UA TOTAL TOTAL 2 = Ahr.A ! u i AL — TOTAL -T •' i • 1 • „ • ` 'f ti..' t r..v, d CiLALINU SUHtIDULE C tE) (E) IF) IH) 11) (J) ROOM WIN. SIZE FRAME AIR CAS (F) LoE U•VAL. AREA UA (G) (HI (1) (J1 -4 TOTAL 1 TOTAL 2 INSTRUCTIONS FOR COMPLETING THE GLAZING SCHEDULE IF ALL OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED: Complete columns (B), (C). IH). (1) and the GLAZING % calculation. IF ANY OF YOUR GLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL BUSINESS OR IF YOUR GLAZING IS SITE BUILT: Complete columns (A) through (I) and the GLAZING % calculation. Use U- Values contained in WSEC Table 10-68 in column (H) for non- tested manufactured glazing. Use U- Values contained in WSEC Table 10-6A in column (H) for site built or custom glazing. If any U- values' exceed your compliance path in Table 6.1 or 6.2. you will also be required to complete column (J1 and the AVG. U -VALUE calculation. The average U -value cannot exceed those in Table 6.1 or 6-2. 7/32/05 February 12, 2001 Mark Antonioli The Marant Company 13860 — 177 Avenue SE Renton, Washington 980459 Subject: Dear Mark: 1 recently visited the Derby Tavern. The purpose of my site visit was to review the existing roof system. It is my understanding that the building was damaged by fire several years ago and has been vacant since the fire. The section of the roof system damaged by fire has been repaired. At the time of my site visit the gypsum wallboard ceiling had been removed exposing the rafter system. It would appear that the building has been enlarged and remodeled several times over the life of the building. It would appear that the last remodel might have occurred as long as forty years ago. The existing roof structure is like most buildings built over 40 years ago in that it does not conform to the current code. The roof system is built in conformance with conventional framing practices used when the building was constructed. I would recommend that to increase the load capacity of the roof system that 4 site built trusses shown on the enclosed plan be sheathed with plywood. The exact details required for the retrofit exceed the scope of services authorized. I do not imply that if the repair noted is done that the roof system will be in conformance with the code. S Michael S. Mitchell, P.E. President Mitchell Engineering, Inc. MSM/msm c: \ww\doc\Dcrby Tavcxn job #01131 1VI Mitchell Engineering, Inc. 7821 -168th Avenue N.E., Redmond, Washington 98052 Phone (425) 747 -1500 Fax (425) 747 -5403 The Derby Tavern 13820 Pacific Hwy South Seattle, Washington 98059 p or -o 1 ir I cz ;tat "( 00 , 1 1 )-m i , - w.5) .11 vl vi i-1 *A riL 1 --4 v 1 V' r v -- Rt ' II EIJ-) .7,- ...—. .. . REGISTERED AS. PROVIDED DY • LAW 'A.S. •.• CONST • CONT GENERAL • . .. .. • • - , : REGIST . ti -• EXP . DATE . ; -.. CC01.. WILLIC*10.8PS 10/10/ 2001 ; . EFFECTIVE ..DATE:; .::7;.:.":10/1011990• • 1, 1 11 .4.AMS:CONTRACTINGT-'.7..‘ . . :•• •12,006 RENTON W ;140T1-i-AVE:SET:.... i' ....0....; 1 . A 059 • - • !:',,,.. • :: • -•,-; •:-) • :', n ....:-..:-.7- ' ../- -::Ilipet.1 by DEPAliTh -NTOF LABQ1 ANDOIDUSTRIES:: _ _ _......- = NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Balance Due: $ Need Current Contractor Registration Card: ❑ Yes f J Need to Enter Contractor Information in Sierra: ❑ Yes f No otified Contact Perso �,�� >G• ) ?6- 3 l /%, gr . Date Staff Initials G -. ; - ( ^" sKS M d'Ut Balance Due: $ Need Current Contractor Registration Card: ❑ Yes Need to Enter Contractor Information in Sierra: ❑ Yes z z ~ W U U O U) W N (L, W F ° } o IL Q V9 W z W U� 0 0H w o ..z U � 0 # DESCRIPTION BRAND MODEL CASH REGISTER BY OWNER 2 BAR STOOL CUSTOM CUSTOM 3 CUSTOM COUNTER CUSTOM CUSTOM 4 TABLES & CHAIRS CUSTOM CUSTOM 5 POP MACHINE W /ICE MAKER * *" BY VENDOR ICE MACHINE SCOTSMAN CME306AS -1 6 AIRPOT BREWER BUNN CWTF- 15 —APS 7 DUAL COFFEE GRINDER BUNN G9 -2HD 8 AIRPOT RACK BUNN RACK 9 WALL MOUNT HANDSINK POLAR 1554C 10 24" X 30" S.S. WORKTABLE JIMMIX JWTSB2430 11 5' PREP TABLE TRUE TSSU -60 -16 12 HOT FOOD DROP —IN WARMER DUKE E304 13 72" X 30" S.S. WORKTABLE JIMMIX JWTSB -3072 14 TWO DOOR S.S. FREEZER REACH —IN TURBOAIR TSF -49 15 TWO DOOR S.S. COOLER REACH —IN TURBOAIR TSR -49 16 6' OF 5 - -TIER STORAGE SHELVING NEXEL S1836Z 17 14' OF 2 —TIER WIRE WALL SHELVING NEXEL S18487 18 EXISTING ELECTRICAL PANEL * ** * ** 19 S.S. TWO COMPARTMENT SINK W /(1).:'i DRAINBOARD JIMMIX SS2 -18R 20 UNDERCOUNTER DISHWASHER JET TECH F18DP 21 S.S. ONE CPMPARTMENT SINK W /(1) 18" DRAINBOARD JIMMIX SS1 -18L 22 9' OF 2 —TIER WIRE WALL SHELVING NEXEL S1848Z 23 5' S.S. WORKTABLE WITH OVERHEAD SHELF JIMMIX JWTSB -3060 24 5' S.S. WORKTABLE WITH OVERHEAD SHELF JIMMIX JWTSB -3060 25 4' GAS RANGE WITH (4) BURNERS 4 24" GRIDDLE IMPERIAL IR4 -024 26 40LB GAS TWIN FRYER IMPERIAL IFS40 27 VERTICAL ROTISSERIE BROASTER V -24 28 , iD, S.S. EXHAUST HOOD CUSTOM CUSTOM 29 TELEVISION W /STAND CUSTOM BY OWNER 30 MOP SINK * ** EXISTING 31 1000 WATT MICROWAVE PANASONIC NE -8051 ITEM LIST 28 • 0 ©0 0 LIE= a t* 27 • (22 4 1V44; 1 :. 0 12 PREP 1 1 0 MEN B - Date o Permit No CASHIER O O // 1 .,1 'Itt u 11:,IilP Fit rrari s nlss C LI LXISTING R/R f_= : Atzt -c-. ( � r Pi fl'L'. N nolotes IP _k u AQT WATER MUS 3E PBLE 'll)?OCOlMOD T ALL H01 WATE . ICIs'. ; 0 C SEATING C n u OOR PLAN 0 C C 0 u SCALE: 1/4" = 1' -0" INDIRECT DRAINAGE T , (ILL EQUIPMENT AND UTENSIL: MUST BE IN CONFORMANCE WIT: : SEINER IS REQUIRE[) THE CURRENT t T aNI)ARO ,AND FOR WASTE LIQUID THE OF THE NATIONAL DISCHARGE SANITATION FOUNDATION (NSF) OR APPROV O EQUIVALENT D3FO 5LL s 'EatilRED TOBEPOSTLI'' 6 n L O WOMENS FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. DOORS AND CEILIN€;S ARE JNSTRUCTFD WITH 3 M00'j >t f WON- ABSOREENr REVISION NO2 1 c I SH r ENGL WASHING Sl 8 UST BE EQUIPPED WITH A MINIMUR OF THREE UTENSILS COMPARTMENTS, SPACE AHEAD OF THE FIRST COIAPARTMENT, AND DRAii •0ARDS FOR GLEAN UTENSILS. (DRAB • at,RDS AT FAN * "lD `1'FDOSAMEND ,•:t;f1 Li IENSIL yl/A:irliitit. EQUIr 1 e. (3 -00 APARTMENT SINK OR COMMERCIAL UiSHWASHEH) :3 REQUIRED TO BE LARGE ENOUG: PO ACCC MMODATE THE LARGES ITV TO :8E WASHED SEPARATE PERMIT REQUIRED FOR: 11� MECHANICAL ELECTRICAL tPLUMBING Be GAS PIPING CITY OF TUKWILA BUILDING DIVISION APPROVC rt ul Y 0 20111 LE -KI C` "G3o I' Su ozlozv a. PRE -3F Ibite'a : ;a;,Yi:CT Os 3 BY THE ICING COUNTY HEALTH L: r,nTMENT IS'IEQUIRFI? PRIOR 10 OF'ERATION. �r,JCANT PLAA i SEi' IS REQUIRED TO BE AVAILABLE ON &NT „ : Y'f'SPECTIO I. CITY OF SEP 26 2001 P.RMITCENTER REVISIONS 7 -11 -01 BY TP Job Date 6 -21 -01 Scale 1/4” Drawn TP Sheet 1 , k -- ---Roof overhang r r t Remove (E) door construct new wall Double brick wall LEGEND: - Walls to be removed. Remove walls indicated. Fill plumbing penetrations_ Gyperete over. Existing roof mount sign. EXISTING FLOOR PLAN Existing HWT & fixtures Future Kitchen Not a part of this applicaton Windows are covered on outside and will be drywalled over on the inside. TAVERN AREA 51' x 20'-6" (E) - Meter bases COOLER REVISIONS Metal guard/hand rail 2x4 @16 "o.c_ Remove walls indicated_ Fi 1 plumbing penetrations_ Gyperete over. (E) - Electrical panels - 2668 C?- `" :'S SHALL BE MADE TO Scar: Or WORK WITHOUT PRIOR I, OF TUKWILA BUILDING DIVIS O 3. NOTE: REVIVON'S WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE :ADDITIONAL PLAN REVIEW FEES. I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any of con- adopted code tractor's copy or approved plans acknowledged. By tracto By bate Permit No. r1 / (E) 6x6 beam. (E) 4x12 beam w /pony wall above for roof support_ FILE U01.--Y 4248 REGISTERED' ARCHITECT RAUL P. HIRSCH STATE OF WASHINGTON Sheet �w m=a', m W .... r K RECEIVED CITY OF TUKWILA AUG 08 2001 PERMIT CENTER of 9 (%, $ _ A /!.1 EQUIPMENT SCHEDULE ITEM DESCRIPTION 1 3 comp sink w' drain bds. 2 Glass wshr "Glass Tender" 6 -D -310 3 Jockey ice bin "Glass Tender' 6 -L -325 4 Keg cooler - "True" 5 Back bar cooler - "Superior' #87904. 6 Ice machine - "Manitowac" Q450. 7 Cooler - Norlake w /Copeland compressor. FORMER MENS ROOM ascia_ New gas forced air fumace Customer area floor sheet vinyl w /5" cove base. Ceiling to be suspended Floor covered w /3/4" ceiling wIR -30 insulation. GypCreteand sealed. � \ 11 A , w /waterproofing. Any latch ` shall be a I lever or panic bar. Tavern customer area = 1100 Square feet. Seating to be provided for 40 customers 3 Compartment sink wldrainboards NSF approved. dka, 111 41A. \ Back bar cooler Model # 87904 3 \ door by Superior ti New bar J < / (E) - employee water closet (E) - Cleaning /Stor. w/fixtures. Jocket box for ice. Glass washer by Glass Tender model 6 -D -310 (E) - hand sink w /soap dispenser and paper towel dispenser Future Kitchen Not a part of this applicaton (E) - Mop sink New 1/2" drywall w /R -13 3 door keg cooler by True L COOLER 7 Norlake coolerwlCopeland compressor (4" insul.) Infill 2668 doorway New 2x4 @ 16" o.c. w 1 R -13 shall be a lever or pa insulation & 1/2' drywall. / • Insta I vent blocks and insulation baffles this end of roof beam. above for roof support__ N / Replace (E) -.3068 door commercial door w /meta w/swing as indicated. An Fan V_T_O.S_ r C7 3068 (N) - MENS PPROVED s FEB 23 2001 REGISTERED ARCHITECT RAUL PIHIRSCH STATE CF WASHINGTON Existing pay phone to remain_ Repair and repaint metal fascia. Contractor to verify structural integrity of roof overhang. Existing roof overhang and metal FIRE REQUIREMENTS 1. Provide an addressable fire alarm system (Tukwilla City Ordinance No 1901). Plans and pernit by specialty contractor. 2. Provide portable fire extinguishers per N.F.P.A. #10 (Minimum rating 2A, 10 BC) Locations to be reviewed and approved by City of Tukwilla Fire Department. L QUHD *4s ?t — The rood service establishment D ner shall dispose liquid wastes as waste ater when collected from: Remove walls indicated. Fill plumbing A. Leaking garbage containers; penetrations_ Gyperete over. B. Garbage compacting operations; or L C n g operations. e ., service establishrnent owner shall spcs.e of ail !:quid water including gray yE ater, mop water, and ice melt directly into - piu lic sewer system. (5.28.020 & 5.26.020, ing County Food Code) ! - ITING IS P ODUIR T . O,- AT LEAST 1 ES A.. =_..: L: ' 1 L. ; R? }r . ' ;.. 1 0. Ice machine model - LEGEND #0450 by Manitowac (E) - Existing construction /item (N) - New construction /item - Existiing wall - Wood frame wall w /new 112" drywall. Exterior walls to be insulated w /R -13 - New /Rebuilt 2x4 wall w/1/2" drywall i exit i - Dbl brick exterior wall w/ new 2x4 furring inside w /R -13 insul. I 1 - Wall to be removed. - Illuminated exit sign Verify (E) ramp to door does not exceed 1 :20 slope Patch /repair surface defects. DISH/UTENSIL WASHING EQUIPMENT r , -Cr Yr- - M : :AEN fiul OR COMMERCIAL. ISR 'uRED 1 TOBE V ODATE THE L..R DES T ITEM EM TO BE WASHED. Sign to be cleaned, painted and bulbs replaced_ Contractor to verity structural integrity. Hot water tank. Water temp not to exceed 120 degrees SCALE: 1/4" =1' -0" NOTE: Heating and ventilation shall be by bidder design and shall comply with Washington State Energy Code and Washington State Ventilation Code_ PROPOSED FLOOR PLAN NOTE: HEALTH DEPARTMENT INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. aLL ITEMS TO BE TRUE 'NSF'. Windows are covered on outside and will be framed and drywalled (w /R -13) on the inside. 12" NORTH 49' -0" bottom of ramp_ (E) - Meter bases (E) - Electrical panels ENSURE FLOORS AND FLOOR COVERINGS AREAS ARE CONSTRUCTED OF ENSURE WALLS, WINDOWS, DOORS AND r �i_ �, (' CLINGS ARE CONSTRUCTED WITH E ' �� a , .; �� 2 ' " Iri AND COVED` `'L' /:10TH ,=',f•.ISH, NON - ADSORBENT F ! <E 1-� � JUNCTURES SURFACES AND EASILY CLEANAB( F_ � � LoO �R WALL Jti. Extend new rail 12" beyond 3' -0" / 7' -8" Modify (E) stair and landing. Expand landing 48" x 48" concrete landing w /ramp having a slope not exceeding 1:12 w/ continuous grippable handrail. Handrail to extend 12" beyond bottom of ramp and stair__ Remove walls indicated. Fill plumbing penetrations. Gyperete over. See enlarged washroom plan. 'I�n i -n5 4 Remove of (E))ail. 1' -0" stairs and rail. is 3!@ in - aidon iit . e o t current Nadonal aPProved Foundation k WATER NEATER NRJSr NEEDS. AMA TO ACCOMMODATE ( 120°F NOR r I:01410E OW( pAkto‘a t , 77 5! 4248 Sheet 3 of 9 RECEIVED CITY OF TiJK1;'I PERMIT CENTER EQUIPMENT SCHEDULE ITEM DESCRIPTION 1 3 comp sink w drain bds. 2 Glass wshr "Glass Tender' 6 -D -310 3 Jockey ice bin "Glass Tender' 6 -L -325 4 Keg cooler - "True" 5 Back bar lcooler l- "Superior #87904. 6 Ice machine - "Manitowac" Q450. 7 Cooler - Norlake w /Copeland compressor. Tavem customer area = 1100 Square feet Seating to be provided for 40 customers Any latch shall be a lever or panic bar. �— / \� Customer area floor sheet vinyl w /5" cove base. Ceiling to be suspended ceiling w tR -30 insulation. 111 New bar (N) 4x6 post w/2 -A88 @ bottom & ST292 @ top 3 Compartment sink Glass washer u y 3 door keg cooler by True Tender model 6 -D -310 y w /drainboards NSF approved. \ Back bar cooler Model # 87904 3 \ door by Superior New back -bar \ C Floor to covered w/314" GypCreteand sealed. w /waterproofing. (E) - Cleaning /St. w/fixtures. (E) - hand sink w /soar dispenser and paper t )wel dispenser Future KitcheL Not a part of this applicaton (E) - Mop sink New 1/2" drywall w /R -13 12-0" 7 Norlake cooler)4°:opeland compressor (4" ins.il.) FORMER MENS (N) - STORAGE i � FORMERi Infill 2668 doorway New 2x4 @ 16" insulation & 1/2' < 3068' _(E) 4x12 beam w /pony wall above for roof support_ pr -lu1' rn Existing pay phone to remain. Repair and repaint metal fascia. Contractor to verify structural integrity of roof overhang. Existing roof overhang and metal fascia. - tndcates new or charged item from biking perntit set 1 1 Remove door. i Construct new wall r 1 1 1 1 1 1 FIRE REQUIREMENTS 1. Provide an addressable fire alarm system (Tukwilla City Ordinance No. 1901). Plans and pernit by specialty contractor. 2. Provide portable fire extinguishers per N.F.P.A. #10 (Minimum rating 2A, 10 BC) Locations to be reviewed and approved by City of Tukwilla Fire Department. 1 1 1 1 1 1 2' 1 i \ 1 Remove walls indicated. Fill plumbing penetrations. Gyperete over. ! (E) - Existing construction /item (N) - New construction /item ® - New /Rebuilt 2x4 wall w/1/2" drywall I - Wall to be removed. 1exit Sign to be cleaned, painted and bulbs replaced. Contractor to verify structural integrity. Verify (E) ramp to door does not exceed 1:20 slope Patch /repair surface defects. (N) - Furnace t New HWT �\ LEGEND \ \ -- Hot water tank. Water temp not to exceed 120 degrees - Existing wail - Wood frame wall w /new 1/2" drywall. Exterior walls to be insulated w/R -13 - Dbl brick exterior wall w/ new 2x4 furring inside w /R -13 insul. - Illuminated exit sign PROPOSED FLOOR PLAN SCALE: 114" =1' -0" NOTE: Heating a LEGEND: n shall be by biddE (N) - New construction comply Witt (E) - Existing construction Energy Code and Washington State Ventilation Code. NOTE: HEALTH DEPARTMENT INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. aLL ITEMS TO BE TRUE 'NSF. Windows are covered on outside and will be framed and drywalled (w/R -13) on the inside. (E) - Meter bases NORTH Extend new rail 12" beyond bottom of ramp. (E) - Electrical panels Modify (E) stair and landing. Expand landing 48" x 48" concrete landing w /ramp having a slope not exceeding 1:12 w/ continuous grippable handrail. Handrail to extend 12" beyond bottom of ramp and stair.. 3' -0" / 7' -8" 1exit o.c. w / R -13 drywall. • lnsta I vent blocks and insulation baffles this end of roof (E) 6x6 beam. Fan V.T.O.S. 3068 (N) - MENS Remove walls indicated. Fill plumbing penetrations. Gyperete over. See enlarged washroom plan. i Remove of (E) 1' -0" 21 c%> /New suspended ceiling. (E) ail. / x 11 - stairs and rail. NN / x n Replace (E) - 3068 door w /metal N 'commercial door w /metal jamb w /swing as indicated. Any latch shall be a lever or panic bar. 10' -3" \ (N) -2x4' @ 36" o.c PT mudsil all @ 16" o.c. w /1/2" x 6" bolts into concrete © (N)- 4248 \ ••%_. ) REGISTERED ARCHITECT V .....1 RAUL P. HIRSCH TATE OF WASHINGTON 'CITY OF RECEIVED UK ILA AO 08 21301 PERMIT CENTER 4 .-.WIEMOMWWWWW IMMI LMIMINI 2 - 2x4 post (N) - 2 - 2x8 w /2x4 16" o.c. to roof V I_ : Previous cooler indicated on plans is eliminated for kitchen configuration • 1 1 W .2 P2 DIM k i 3 PM \ \ \\ iN)- 2x4 wall @16 o_s.w /1/2"x6" @ 36' o.c.t olts into concrete @ (N I PT medsill �e 1 t t MIMICS ZIEMMI MEM 1 MEM 1 1 1 MOW — MEC MIMI 1=19 ' ■ New walls wag 2 16" o.c_ m) BIM ISE1 r \ � \ hip roof area \ \ \ \ \ \ \ \ \ \ I \ \ , '\ j Remove door & construct •.' \ new wall \ \ \ \ y (N) 2x4 @16" o.c. to (N) 2x4 mudsill \ \ \ \ \ \ \ \ \ See Sheet 5 for structural at older \ \ \ \ (N 4x6 post @ girder \trusses (See hip roof plan) __ \ P ® \ (N 7 // ,. \ \ \ \ \ \ � \ \ /'•\ \ \ ■'1 \ \ \ (N)- 4-2x6 post @ hip t girder truss ' ST292 Add (N) - 3 - 2x8 w /(E) 6x6 beam // 1 NOTE: The roof structure of the original hip roof appears inadequate. Substantial reinforcement is proposed. Ceiling to be a suspended ceiling w/R -30 insulation. Ii / 1 Original hip roof 2x4 @ 16" o.c. NOTE: For clarity each roof section is indicated seperately (Old hip & new sloped overframe) Shed roof over original hip roof l ROOF LAYOUT from SCALE: 1/4" =1 LEGEND: (N) - New construction (E) - Existing construction NOTE: The indicated 'shed' roof which is overframed, in part over the existing hip roof was rebuilt from the fire under Building permit # D99 -0197 and given final approval on5 /15/2000. Sheet of 9 . RECEIVED CITY OF TUKWILA AUG G 8 2001 PERMIT CENTER ' 2x4 Blocking @ top & bottom chords under 1/2" plywood w /12d @ 4" o.c. ' 2x6 collar ties 24" above plate @ every other rafter. II ,/ I \� _ / 1 I �\ \�I l / NV (N) 4x6 post w/2 -A88 @ bottom & ST292 @ top (N) - 2x4 wall @ 16" o.c. w/1/2" x 6" @ 36" o.c.bolts into concrete @ (N) ' PT mudsill // // / / , Remove door, construct , new wall Brace truss w /2x4 2 -2x4 purlin to 2x4 @ 16" o.c. to dbl 2x8 Install plywood on one side of (4) existing site built girder trusses ) NOTE: For clarity each roof section is indicated seperately (Old hip & new sloped overframe) - todwtes new or charged item ( from bulrnrg permit set EXIST. ROOF UPGRADE SCALE: 1/4" = 1' -0" LEGEND: (N) - New construction (E) - Existing construction \ \\\\ \\ \ � \ 7 ` / /// \\ \ \ �`� (N) �2- -2x4 post (N) - 2 -2x4 post Hatched area is shed overframed a portion of the hip roofroof @ approximately 1:12 slope .,(N)-4-2x6 post @ hip girder truss Add (N)- 3- 2x8w1(E)6x6 beam t X Sheet LL tO co co 0) L j o v) o Y ° v H of 9 RECEIVED CITY OF TUKWILA AUG 0 0 2001 PERMIT CENTER (E) - 4x12 beam on 4x4 post on 24" x 24" x 12' footing. New 2x6 Rafters @ 16" o.c. per City of Tukwilla permit # D99 -0197 (Final approval 5 /15/00)_ ' (N)- (2) - w /2x4@ i 16" o.c. to roof I 15' -0" (E)- 4 x 12 beam wlpony wall to rafters 1 i (E) - 6x6 to remain. Add new (3) , i - 2x8 HF #2 (See post on plan) 1 (E) - 2x10 floor joists 016" o_c_ w/3/4" plywood New suspended ceiling See detail on Sheet 6 SECTION A -A SCALE: 1/2" = 1'-0" 2x6 Collar ties @ 32" o.c. 8 gauge vertical wire hangers. Anchor to structure above. Compression strut 45° Max. SUSPENDED CEILING DETAIL SCALE: 1/2" =1' -0" 2x6 ties at chord bottoms (Typical) I 314" gyperete over entire floor - Indicates new or changed item from building permit set. 4-12 Gauge diagonal bracing wires 90° apart & tied to main tee within 2" of crossrunner. Min. 4 tight turns within 1 -1/2" @ both ends 2x4 Rafters @ 16" o.c. w /site built trusses as indicated on roof plan NOTES: 1. Provide bracing @ 12" o.c. Max. spacing each way, 6' max. from walls. 2. Provide compression struts @ 12' -0" o.c.; 1 -5/8" x 1 -5/8" metal stud; 25 ga. less than 60" long; 20 ga. less than 90" long; fasten to structure; fasten to main tee susp. grid. 3. Light fixtures or other equipment over 5 lbs. shall be supported independantly. Derby TAVERN 4248 REGISTERED \ ARCHITECT RAUL P_ HIRSCH STATE OF WASHINGTON z 0 1- W Sheet of 0 RECEIVED CITY OF TUKWILA AUG 0 8 2001 PERMIT CENTER Extend new rail 12" beyond bottom of stair. 12" Sign to be cleaned, painted and bulbs replaced. Contractor to verify structural integrity. Free standing readerboard sign to be cleaned, painted and bulbs replaced. Contractor to verify structural integrity. Modify (E) stair and landing (See floor plan). Expand landing 48" x 48" concrete landing w /ramp having a slope not exceeding 1:12 w/ continuous grippable handrail and midrail at 17 to 19" above walking surface. Handrail to extend 12" beyond bottom of ramp. Ramp to slope away from building @ 1/4"/foot and be a non slip surface. Existing exterior brick to be scraped, primed and painted. am +rater. �EI•Ya�la4ilfiRa 1 Modify (E) stair and landing (See floor plan). Expand landing 48" x 48" concrete landing w /ramp having a slope not exceeding 1:12 w/ continuous grippable handrail and midrail at 17" to 19" above walking surface. Handrail to extend 12" beyond bottom of ramp. Ramp to slope away from building @ 1/4" /foot and be a non slip surface. Repair and repaint metal fascia. Contractor to verify structural integrity of roof overhang and fascia. Address numbers (Min. 4" high) 4004 WEST ELEVATION SCALE: 1/4" -1' -0" (E) - Public phone to remai Existing exterior brick to be scraped, primed and painted. Verify E) ramp to door does not exceed 1:20 slope. Apply non -slip surface. SOUTH ELEVATION SCALE: 1/4" = 1' -0" N Windows are covered w/wood on outside and will be framed and drywalled (w /R -13) on the inside Existing 3058 door to remai Windows are covered w/wood on outside and Extend new rail 12" beyond will be framed and drywalled (w /R -13) on the bottom of ramp. inside. a T)o114-nscie Existing pay phone to remain. Verify (E) ramp to door does not exceed 1:12 slope. Apply non -slip surface. Existing rockery 1 J 4248 ( REGISTERED ARCHITECT P. HIRSCH F WASHINGTON P Sheet of 9 RECEIVED ITY OF TI a. ERMIT CENTER SINK SIDE VIEW 81 E C E LEG CLEARANCE 11 min Insulate all exposed pipes l6 E NO SCALE- Numbers are in inches TOE CLEARANCE 17 min FIXTURE DEPTH TOILET TOP VIEW 0 12 max 11 7 -9 54 min 42 min 1 I clo TOILET SIDE VIEW ti 36 max V5 l,1 TOILET PAPER DISPENSER NO SCALE- Numbers are in inches SINK TOP VIEW CLEAR FLOOR SPACE 19 max 48 min 17 min O NO SCALE- Numbers are in inches 30" x 48" Clear floor space_ WOMEN 2x6 @ 16" o.c. w/5/8" drywall @ Plumbing wall 4' Wall mounted sinks w /exposed piping to be insulated. / / / 0 Mirror / / / / / / / / / / Recessed towel disp. /garbage 48" grab bars to solid blocking , Soap disp. Fan V.T_O_S_ G A / o 0 ' MEN 1 \ l , � I \ Soap disp_ ' Mirror 1 , , , Fan V_T_O_S_ Urinal w /elongated bowl and 1 C r screen that alto* -i 8" clear space. 48" grab bars to said blocking 3068 weever handle and push button inside lock Doors to have Min.32" clear width when open_ 36 11'10 1/2 Recessed towel disp. /garbage 30" x 48" Clear floor space. WASHROOM PLANS SCALE: 1/2" = 1' -0" 60" diameter tuming space. NOTE: 1. Floor to be waterproof material extending up wall 5 inches. min. 2. Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard non - absorbant surface to a height of 4 feet T.P. 4 04411/4 OVi Dispenser Dispenser 4248 \ REGISTERED ARCHITECT lr r R L P. HIRSCH STAT OF WASHINGTON 0 0 L Q 0 Sheet of 9 CITY OF T P,AR 0 200 I u 1 1111 triiu�f 1iit f! 1 ' Ail tl! ^41 WINOW -m >v i i II I IP f�lfr 101 I / 111 ,p IP doll rmini!n 1 � .. , I ! .1 February 12, 2001 Mark Antonioli The Marant Company 13860 - 177' Avenue SE Renton, Washington 980459 Subject: Dear Mark: I recently visited the Derby Tavern. The purpose of my site visit was to review the existing roof system. It is my understanding that the building was damaged by fire several years ago and has been vacant since the fire. The section of the roof system damaged by fire has been repaired. At the time of my site visit the gypsum wallboard ceiling had been removed exposing the rafter system. It would appear that the building has been enlarged and remodeled several times over the life of the building. It would appear that the last remodel might have occurred as long as forty years ago. The existing roof structure is like most buildings built over 40 years ago in that it does not conform to the current code. The roof system is built in conformance with conventional framing practices used when the building was constructed. I would recommend that to increase the load capacity of the roof system that 4 site built trusses shown on the enclosed plan be sheathed with plywood. The exact details required for the retrofit exceed the scope of services authorized_ I do not imply that if the repair noted is done that the roof system will be in conformance with the code. Michael S. Mitchell P.E. President Mitchell Engineering, Inc. MBMsnsm a1wnndodDcby T.van job.11rI Mitchell Engineering, Inc. 7821 -168th Avenue N.E., Redmond, Washington 98052 Phone(425)747 -1500 Fsc(425)747 -5703 The Derby Tavern 13820 Pacific Hwy South Seattle, Washington 98059 Z - fY e3-1 D SIDE ZDP ( 4, *7 str� 6 447 � 7% •9545 TFL t. o. TaJrl �1 o)• OI I�C •a Residential requirements of the Uniform Building Code DIVISION 1. GENERAL REQUIREMENTS All work shall comply with the most recently adopted edition of Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, National Electrical Code, Washington State Energy Code, and applicable land use codes_ Contractor shall verify all existing site conditions, site development dimensions, and building dimensions prior to proceeding with the work Building perimeter and floor elevations shall be established and building setback and height restriction compliance shall be verified by licensed surveyor prior to excavation_ Any discrepancy in the construction documents shall be immediately brought to the Architect's attention for resolution. Written dimensions shall have precedence over scaled dimensions. DIVISION 3. CONCRETE WORK Provide broom finish or exposed aggregate finish for all exterior concrete walls, patios, stairs, porches and driveways. Provide fine float finish for surfaces to be covered by resilient flooring, tile, or carpet. Provide steel trowel finish for interior walking surfaces which will not be covered by flooring. Slope exterior concrete slabs and garage slabs to drain. Provide wood, plastic, or fiber expansion joints at 20' o.c. max. Protect all concrete work during curing to minimize evaporation. DIVISION 5. METALS Not applicable DIVISION 6, WOOD AND PLASTIC ROUGH CARPENTRY Provide the minimum separations between wood and earth as follows: Floor joist to earth: 18" Wood posts to earth: 1" above conc., 6" above earth. Beam /Girder to earth: 12" Top of foundation to earth: 6" Individual, piers: 8" above earth or pressure treated', posts shall be used All rough framing members shall be framed, anchored, tied and braced so as to develop the strength and rigidity necessary for the purpose for which they are used. Nailed connections shall be in accordance with table 25-Q U.S.C. All plywood shall be graded C -D exterior glue or structural II exterior glue in conformance with UBC Standard 25 -9. See plans for thickness, panel identification index and nailing requirements. All pre - manufactured wood trusses shall be designed by a licensed engineer_ Fabrication, handling, storage, installation and bracing shall be per engineer's specifications. All foundation plates or sills, and all sleepers on concrete or masonry in direct contact with earth or not within minimum clearances shall be pressure treated_ All joists, rafters, studs, blocking and bracing shall be HEM -FIR #2 or better, Fv. 70 P.S.I., Fb= 1000 P.S.I., E= 1,300,000 P.S.I. All sawn beams, headers, posts, lintels, and girders; 4'- nominal, shall be Douglas Fir- Larch #2 or better, Fv- 85 P S I , Fb- 875 P.S.1_, E_ 1,300,000 P.S.I. 6" nominal shall be Douglas Fir - Larch #1 or better, Fv- 85 P.S.1., Fb- 1350 P S I , E- 1,600,000 P.S.I. All glue- laminated timber shall be kiln dried Douglas Fir, 24 F -V3 or better, Fv=165 P.S.I., Fb= 2400 P.S.I., E= 1,300,000 P.S.I. All spaced roof sheathing shall be Hem -Fir #4 common grade or better_ Provide 1 x 4 spaced roof sheathing for shake roofs. All framing lumber shall be kiln dried or air dried to 19% maximum moisture content prior to installation. Area ventilation: Crawl space shall be provided with galvanized screened vents with a net area of one (1) square foot per 150 SF of under floor areas. Attic space shall be provided with One (1) SF of ventilation per 150 SF of attic space_ If 50% of the vents are in the upper portion of the attic, only one (1) SF per 300 SF of attic is required. DIVISION 7. THERMAL AND MOISTURE PROTECTION BITUMINOUS DAMPROOFING Apply heavy bodied asphalt bituminous damproofing to exterior of foundation walls, extending up to finish grade, per manufacturer's instructions_ INSULATION Install building insulfltion in the following minimum values: Attic: R- 38(Electric resistance heat) R- 30(Gas heat or heat pump) Rafter cavity in vaulted ceiling R- 30(Electric resistance, gas heat, or heat pump_ Walls: R -13 Framed floors over unheated space -R -19 ROOFING Asphalt shingles Apply shingles over solid sheathing with 15 Ib. building felt underlay. Install per manufacturer's instructions. ROOF ACCESORIES Provide prefabricated roof ventilation jacks of galvanized steel, anodized aluminum, butyl. SEALANTS Utilize resilient, non - hardening caulking designed for the intended application where it is otherwise impractical to obtain a water -tight or air - tight fitting joint between materials. Provide polyurethane foam backing where joint size dictates. FLASHING AND SHEET METAL Provide 20 gauge galvanized steel flashing at: roof /chimney, roof /skylight and roof/wall intersections, wall /deck intersections, where siding is interrupted by major horizontal trim, and at heads of doors and windows exposed to weather. Provide butyl boots at all roof plumbing penetrations. DIVISION 8. DOORS AND WINDOWS DOORS Provide doors of the type and size shown on drawings. Hinged exterior doors shall be weatherstripped to maximum of 1.0 c.f.m. /sq .ft. air infiltration rate. Sliding glass exterior doors shall have a maximum air infiltration rate of 0.5 c.f.m. /sq. ft. Install doors manufacturer's instructions including flashing, nailing, clearances and finishing_ GLAZING All external glazing shall be double paned, excluding ornamental glazing. All glazing subject to human impact shall be safety, glazing_ In general. this includes but is not limited to glazing in doors, within 12" of doors, and within 18" of floors. DIVISION 9. FINISHES GYPSUM WALL BOARD Walls, ceilings, and structure separation, residential and garage spaces shall be covered with 5/8' type "x" gypsum wall board on garage side, and shall have all joints fire -taped and nails set and compounded. All other walls and ceilings shall receive 1/2" gypsum wall board_ For ceiling supported by 24" o_c. framing members, verify suitability of- 1/2" wallboard with manufacturer. Walls surrounding tubs or showers shall be covered with water- resistant wall board, water -proof surface to a height of 72" above adjacent floor_ DIVISION 15_ MECHANICAL PLUMBING Plumbing system shall be designed by a competent, experienced mechanical engineer or designer, in accordance with the Uniform Plumbing Code and applicable local codes_ Water heater insulation shall conform to ASHRAE Standard 90-A-80. Hot water pipe insulation shall conform to table 4-17 of the Washington State Energy Code. HEATING, VENTILATION AND AIR CONDITIONING HVAC system shall be designed by a competent, experienced mechanical engineer or designer, in accordance with the Uniform Mechanical Code and applicable local codes. Provide documentation of furnace A.F.U.E. Ductwork insulation shall conform to table 4-16 of the Washington State Energy Code. DIVISION 16_ ELECTRICAL Electrical systems shall be designed by a competent,- experienced electrical engineer or designer, in accordance with the National Electrical Code and applicable local codes. Electrical plan in architectural drawings is for schematic layout reference only. Handrails: Stairways and ramps shall have at least one handrail, and handrails shall be installed on open sides of stairways. The top of handrails shall be placed not less than 34 inches or more than 38 inches above the nosing of treads. They shall be continuous the full length of the stair_ Ends shall be returned or shall terminate in newel posts or safety terminals. Handrails projecting from a wall shall have a space of not less than 1 -1/2 inches between the wall and the handrail. The handgrip portion of handrails shall not be less than 1 -1/4 inches or more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a smooth surface with no sharp comers. All unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches which are more than 30 inches above grade, or the floor below, and roofs used for other than service of building shall be protected by a guardrail. Guardrails shall not be less than 36 inches in height except on stairways where they may be 34 inches. Open guardrails and stair railings; shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter 'D01 -D5y tR ?O D APR 25 2.01 ks (yoIt) .«1 01t1G 0 z w Sheet of fI The Derby Tavern Drawn:February 11, 2001 For a structure rebuilding, NEER NOTES 4004 South 139th St. Tukwila, WA 98168 Page Content 1 Site plan and data 2 Existing / Demo plan 3 Proposed floor plan 4 Roof layout 5 Roof plan changes 6 Cross section 7 South & West elevations 8 Enlarged accessible bath plan, details 9 Engineers date, notes s 140th S T iverton Crest Cemetery co S 136th St \ S 137 h St Vicinity Map NOTES: S 139th St. NORTH NO SCALE: 1. All work shall comply with current applicable codes, ordinances and laws 2. Verify all existing site conditions, dimensions, details, etc. and notify architect of any discrepancies prior to proceeding with work. 3. Do not scale drawing& notify architect of any discrepancies in noted dimensions. 4. Exterior dimensions are to face of rough framing unless otherwise noted_ interior dimensions are to face of rough framing. U.N.O. dimensions to column lines are to centerline of column. 5. Align centerline of interior walls with centerline of exterior window mullions. U_N_O. 6. Verify (any) equipments rough -in dimension prior to framinghnstalling. Provide backing in walls for cabinetry, toilet accessories and modular office furniture systems. Top of backing 8" below finished ceiling 7. In case of any conflict where in the methods or standards of installation or the materials specified do not equal or exceed the requirements of the laws or ordinance the more stringent provisions shall govern. 8. The accurate location of openings for mechanical, electrical and miscellaneous equipment is the responsibility of the general contractor. 9. All wood in contact with concrete shall be pressure treated. 10. Contractor shall verify all door and window rough opening dimensions with door and window manufacturer. 11_ All exterior windows and glass doors to be insulated double glazed. 12. All rough plumbing to be insulated for sound. 13. All exterior openings, flashing, counter flashing, expansion joints shall be constructed in such manner as to make them weatherproof. 14_ All sheet metal work shall conform to current SMACNA standards_ 15. Insulate water pipes at all exterior walls against freezing. 16. Thermostats shall be located per engineering drawings unless otherwise directed by owner. 1T Provide fire extinguisher cabinets required by fire marshal and owner. 18_ All penetrations of the concrete slab shall be sealed and firesafed i.e. plumbing fines, floor electrical and/or telephone monuments etc. 19. Door and cased openings without location dimensions are to be 4 inches from face of adjacent wall or centered between walls_ 20. Provide fire dampers at all supply and return air outlets, inlets or duct penetrating fire rated assemblies, enclosures, walls, or surfaces, or as required by the fire department 21. All exit doors shall be operable from the inside without use of a key or any special knowledge or effort. 22. All required exit signs shall have letters six inches high minimum, and shall conform with all current applicable codes. 23_ Drawings indicate general and typical details of construction. Where conditions are not specifically indicated, but are of a similar character to details shown, similar details of construction shall be used, subject to review and approval by the architect 24. All structural wood and wood blocking to be fire treated Project summary Owner: Robert Perovich Site address: 4004 - South 139th St. Tukwila, WA 98168 Parcel ID #: 736060 -0130 Legal description: Lot 14-15 Robbins View Tract Addition Block 3 Project description: Rebuild interior of the Derby Tavern damaged by fire aproximately February 10, 1999 and reopen as a tavern. Occupancy: Group A, Division 3 Occupant load: 134 Construction type: V -N Floor area: =1925 SF Lot area: 4900 SF Existing structure coverage: 39.3% Uniform Building Code: 1997 South 139th Street' Nloin entry Rear exit Free standing sign NORTH --► 62.67 S16 °29'24 "E BU ' ING IS OT TO CUP I UNT AFTE AL IN •P TION 'PROV BY TH T s LA ' tLDI IVtSI DEPARTME • F COM • ITY DEV PMEN� ED P S JOB ALL CONS CTIO 4248 REGISTERED ARCHITECT RAUL TATE OF . HIRSCH iASHINGTON I understand that the Plan' Check approvals are subject to errors and omissions and approval of plant does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans aclAwledged. By Date Dowel+ Rin Property line PLOT PLAN DO Roof overhang Pacific Highway South New accessible ramp Sign on roof Existing Tavern PROJECT BUILDING Building area -1910 Square feet INDEX OF DRAWINGS Existing striped parking spaces - 10 spaces. 82.93' N06 °18'33 "W vas 0 3' -0" S 151®�S p,o: �Q G S S S� A L1.S T NuTP: VIO "OAS a SCOPE L OF TU► ILA B r t� " tai::`tas NW. P0 1110• . • ore; ') tetcs�a� SEPA"kTE PERMIT REQUIRED FOR: gMECHANICA L?ELECTRICAL PLUMBING GAS PIPING o t o CITY OF TUKWILA BUILDING DIVISION Sheet 1 cn ao t M co 0 c § 0 of9 el Go ott REifibiED cITY 0aKw; i n k ova ei PERMIT