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HomeMy WebLinkAboutPermit B92-0427 - DOLLAR RENTAL CAR - CANOPIES0 DoLLKR JThL CAR City o 71akwilk Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0427 Type: B -BUILD Category: ACOM Address: 15858 PACIFIC HY .S Location: Parcel #: 222304 -9024 Zoning: C2 Type Const: V -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: TENANT DOLLAR RENTAL CAR 15858 PACIFIC HY S.,.., >TUKWI,L'A":.;:WA;`' <9,81 OWNER CASSAN JAMES T .,V;DORI O" : _.... ,........... 5623 80TH ST; :SE,'' MERCER . ISLAND,:98040 CONTACT DORIS CASSAN " 2460 76.4AVSE, MERCER �:ISLAND.;98040 *k**************** * * * ** * * * * * * **: *. * * * * *. *,* * * * * * * I * *. * * * ** k. * * * * * * ** ** k ** Permit Descri,ption: CONSTRUCT 2 CANOPIES Units: 000 ,:` Buildings',: ,001,.., Fire Prote,cti'on:"''.:SPRINKLERED - UBC Edition: 1994 Valuation: 30 ,0001.00 Totals Permit Fee: 47393 ******* i*' k **************4*** *` ****,6 ** * * *4-* ** * * * ** * * * * ** * : * * * *;* * **k'* * * * ** BUILDING PERMIT Type of Occupancy: Scopes: Sewer: N/A Status: ISSUED :Issued: 12/18/1992 Expires: 06/16/1993 one: 206 236 -2439 SETBACKS Back: Rights: ..� --- - Permi t Center. Authors z'ed Si.:gnature Date I hereby;;, cert i fy;., that I ha ' ve read and .,exami.ned th,is permit and know the same to be true and';correct. All prov'isions of law-,,and ordinances governinghi`s work will be complied with',: whether•s;pecified herein not The granti`ng`, of permit does not .presume'.to` give authority t,oviolate or cancel Lhe\provisions., any other ,sta'te. or ,l,o regulating constructionor the' performance of work. I am'iLithorized'to s1'ign for and obtain this bui;lding `:permit (206) 4313670 Signature: 44. -) Date: .14 Print Name: - Diuet.4 ` - Title. This permit shall become - and...void if ,,the:r',work `is not commenced within 180 days from the date of i s"suance, {or iGf�`thet work is suspended or abandoned for a period of 180 days' fr6in "'''t'hi e last inspection. PERMIT NO. CONTACTED r y��,,�..•.,�_� Le—e 1 t NGc 1 J(1 ( Q_ • �.. DATE READY DATE NOTIFIED Q � t� _ a `` (init.) p/ IltP' 1. PERMIT EXPIRES 2nd NOTIFICATION BY: Jinit.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER O Lam INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLO R SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review FIRE VI-PLANNING O PUBLIC WORKS O OTHER Z BUILDING - final review REVIEW COMPLETED PROJECT NAME BUILDINC�PERMIT APPLICATION TRACKING SITE ADDRESS opmWr SUITE NO. i5%56 Par:kk �� kk3 CONSULTANT: Date Sent - Date Approved la Q-c t4 c (ROUTEDL, FIRE PROTECTION: — lSprinklers Detectors N/A I FIRE DEPT. LETTER DATED: ,(//c_ INSPECTOR: 67p INIT: *71 /-9%‘_, 6c) ZONING: G' a BAR/LAND USE CONDITIONS? Yes () No '�� REFERENCE FILE NOS.: fZ Lt l �-Z - /p -4d2 1; L -- tJ03 INIT: - MINIMUM SETBACKS: N- /Q S- J/p E- ,/,4 W- / 0 9 UTILITY PERMITS REQUIRED? [) Yes I No PUBLIC WORKS LETTER DATED: INIT: �--- INIT: , TYPE OF CONSTRUCTION: !I.REME MUM? :_:, .:. UBC EDITION (year): TOTAL OCC LOAD 08/17/88 SITE ADDRESS SUITE # / 58S /? S e /r/e � 'evc� Sd VALUE . F ONSTRUCTION - $ / O ®° ASSESSOR ACCOUN 96,v/-04 T# Q N 3 °' - PROJECT NA r .EGSL �`��� Nmrr�/ • TYPE OF New B ilding Addition L Tenant Improvement (commercial) U Demolition building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other CP it /th4'4 DESCRIBE WORK TO BE DONE: CO,Y67X''tter (A) 1f4'op /e5 BUILDING USE (office, warehouse, etc.) Rent -4- e ms. NATURE OF BUSINESS: aim , r , WILL THERE BE A CHANGE IN USE? N No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: a 7460 Tenant Space: Area of Construction: 3, 700 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 51( No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER vfl r d 4 i w DOC'S 0. nocia PHONE ZIP ADDRESS d4/6o 7G -- A 66 Aiteeer :s /a„d, CM? CONTRACTOR /kJe ! t PHONE g34644p ADDRESS h � ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION' `> BUILDING •PERMIT FEE :. PLAN CHECK FEE BUILDING SURCHARGE OTHER: PLAN CHECK �a V D �d. NUMBER `[ I EREBYCERTIFY: THAT l HAVE READ AND: EXAMINED THIS B>M TRUE :AND.: CORRECT, AND I A M AUTHORIZ T.O:APPLY;:: BUILDING OWNER SIGNA E OR l AUTHORIZED s,�_9 �5 €.09-61504/ AGENT APP .LIOATIQN>AND :KN R::THIS;PERMIT DATE /2 .-2 , q CONTACT PERSON DATE APPLICATION ACCEPTED PRINTAIAK ADDR BUILDINJ PERMIT APPLICATION :TOTAL' APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed.information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architectengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not e - eding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Cod: , - • ; 'tion). No application shall be extended more than once. CITY If you have any questions about our process or plan submittal requirements, pleasAr. C 2 1992 contact the Department of Community Development Building Division at 431 -36 DATE APPLICATION EXPIRES ;A • UNT:;`:RCPT# PHONE, 40479 CITY/ZIP 96690 Go.. a�4 PHONE es, PERMIT CENTER DATE COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS • Completed building permit application (one for each tructUre) " ..„ • As Account Number Two sets (2) of tho foliowing Spocificntions " • •':Structural ;calculations stampod .by State Iicerised Legal cfescription • • WeirI:ing by a Washington State hcensed architect which incJude:..: Site plan Archltectural drawings Structural drawings Mochanloal drawings EIovtions Landsoape plan Completed utility permit applicahon (one for entire projec Six (6) sets of civil drawings • • . . ::'••• .. ............... ..................................................................................... Assessor Account Number Two (2) sots of plans whioh i Buitding floor pion showing SUECNIITTAL CHECKLIST •••■•■=00 • Entire space *here:racks' wili be ocated Exit doors • •: • Tenant space tleei plan showing rack storage ,• • ••,. • ..„. • . • • • , . • , • aisfes ancf . ..• , • .• • " " • ..". •.. • and exit:rtijaY Structural..CalculatiOna...staMped..by 4..N6,6ningto . . ... Ert . . . . . RESIDENTIAL ' NEW : SINGLE- AMIL"f. DWELLINGS/ADDITIONS :::••••• ..••• ••••••• •••••• ••••.• Completed building permit applicatiOnli(ohe for each structure) • ••• •••••••••'••••• "..: Legal doscnptton . :„: • . , . . • . , : • • . •• • • . • COMMERCIAL . TENANT IMPROVEMENTS Completed 601dt initiiiCatIOn'(Orie,ier::eeCt tenant) Assessor Account Number . • .• Two (2)'setsOf:Censt(uctieri plans whlch includ • Site p lan • Locatrnn of tenant space • Existing and . , . : , : : : : . . : . " • • • • • • . • ; • propose p [1 Overall butiding plan Floor plan of proposed tenant spaoe Tenant space ptan With usa of each room Iabelied • Exit doors egress patterns Construcbon details and • th thbd •,•• • • on • NOTE A c(9_it, :.• n E Asse PN a9 9: r Ac 7 J u d n n g p ermit i s r ' n e:or application (one : legn c)1L 9qt .; • ' • apolidao ANT . • minii permit . • • 1 corn' installed rttoa " 0" ' e P off P. _ Two (2p)lan"(ho,Nillgi'..11'.•.,t1:...1...t]c!.:..111:.-9. and tocation of antenna/satol(ito dish) owls ant? E r ibid sA t e dish ! e Structural .. isr ng!9f be roquired • „..,..•.:KI-rint:,iiEmoRELs::::•:!•iig:::.:... ,..•••,:::,:::•:,...::,•::: ........-:-...,:•••,:• ,..,..,,ES!,,..,77,:- . ,;iiii..,.fpr..04t,.:..4-up....... . . . . ......:::...,:......:„,,,,..:. :......:.:,...;-.....,,.••::::.,:-::::::':':.,:,...::::'::::,....i.,.:,....';iciiii..'i;iiito!..00p11P ,. . -.: ::.co0i016!c".. 0 '".: k!,,,..:::.:..,..7.,.:„.,...„,,ii....,:i.,..,.:.:::::::h::!::::::::::::::::::w.:: ". s :::::: • i•t,iuiiitii#:..i.:::'..:.:....:::,.::::::•:::::::::::.:',;:!:... '..,..As0§0:::"''q'9.•T.:: :i;aiiiiig:.:..;. 06ii.,i1nPY'!.:,...::.:!.::.:..,,..:,?.:.:..'- •.:..t;ii a':' : .t? )% :§C' s ....; . ?:.. : ::.. : . .:,:. . :,;::: . i•:.,,,.....:.•,.;:i....,..::,::::::::;.:;:,,::"."." '''''''. ' '..:.;:bite...plon,:?....::: iiiiidaticik .F!1' , :!.:q . ...::::;: '....Plo 1-3°°f: B°11 4W4M1.M00 °":'ei(3Y'.: 0".'6666.:::::::::::;:,..:::',..:&:..........:. • tfaildfr.I'gr.9P..7.--,......:: ........................................ ...tr66cue.al. t ..... .......... - ram ing . P . • - - • • ore !' ,'•::::::• ;; :::•.:::: itti'' .... w' ... Ork . ."0490 . 9 ii .........F iiiiirii0. 1 ..:Pfli .. .: • : ., :• . :•.:::::::::ii:'::::::••••• :.:.::: •:::::,::::::., . ::::......,... ... 'lf.:.0n.r. •:`'*1•:'•'"••''...'.::::•41:::::;::::.:Y:'::::::':ih:: '...........dijlan.iititi01::0q !'! 7. . ::::,......: •••••••••• ..... • • • :• 411=1•10•1111111•11 C LOT A NEW LEGAL DESCRIPTION "EXHIBIT C" •L\ R EKED CI 'TUK IIA DEG 2 1992 6 Gy 2 -6037 PERMIT CENTER THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE S 88o38'25" E, ALONG THE NORTHERLY LINE OF SAID SOUTHERLY 232 FEET A DISTANCE OF 91.31 FEET; THENCE S 10o12'40" W 84.16 FEET; THENCE N 79o27'59" W 102.37 FEET TO THE EAST LINE OF SAID STATE HIGHWAY NO. 1; THENCE N 20007'11" E ALONG SAID EASTERLY LINE, 70.59 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR SANITARY SEWER, 5 FEET IN WIDTH THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE S 88o38'25" E, ALONG THE NORTHERLY LINE OF SAID SOUTHERLY 232 FEET A DISTANCE OF 91.31 FEET; THENCE S 10o12'40" W 41.0 FEET TO THE POINT OF BEGINNING; THENCE S 75o55'30" E 29.8 FEET, MORE OR LESS, TO THE AN EXISTING SANITARY SEWER LINE AND THE TERMINUS OF SAID LINE; and TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR STORM SEWER, 5 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE S 20 ° 07'11' W ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, (STATE HIGHWAY 991 70.59 FEET; THENCE S 79 ° 27'59" E 12.7 FEET; THENCE S 10'32'00" W 2.8' TO THE TRUE POINT OF BEGINNING AND AN EXISTING CATCH BASIN; THENCE S 86 ° 49'47" E 81.5 FEET TO AN EXISTING CATCH BASIN; THENCE S 65 ° 06'21" E 34.3 FEET TO AN EXISTING CATCH BASIN AND THE TERMINUS OF SAID LINE. C LOT B NEW LEGAL DESCRIPTION > Uj rn }W THAT PORTION OF THE WEST 542.48 FEET OF THE NORTHERLY 202 "" a, f = - a FEET OF THE SOUTHERLY 232 FEET OF THE SOUTHWEST 1/4 OF THE W SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, WHICH LIES EASTERLY W cD OW OF STATE HIGHWAY NO. 1, EXCEPT THE FOLLOWING DESCRIBED PORTION THEREOF: BEGINNING AT A POINT ON THE EASTERLY LINE or STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE S 88o38'25" E, ALONG THE'NORTHERLY 2 �._ ©ROHM "EXHIBIT C" LINE OF SAID SOUTHERLY 232 FEET A DISTANCE OF 91.31 FEET; THENCE S 10o12'40" W 84.16 FEET;.THENCE N 79o27'59" W 102.37 FEET TO THE EAST LINE OF SAID STATE HIGHWAY NO. 1; THENCE N 20o07'11" E ALONG SAID EASTERLY LINE, 70.59 FEET TO THE POINT OF BEGINNING. (ALSO KNOWN AS PORTION OF UNPLATTED TRACT "I" AS SHOWN ON THE PLAT OF SUNNYDALE GARDENS DIVISION NO. 1, AS PER PLAT RECORDED IN VOLUME 25 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON). SUBJECT TO AN EASEMENT FOR SANITARY SEWER, 5 FEET IN WIDTH THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE S 88o38'25" E, ALONG THE NORTHERLY LINE OF SAID SOUTHERLY 232 FEET A DISTANCE OF 91.31 FEET; THENCE S 10o12'40" W 41.0 FEET TO THE POINT OF BEGINNING; THENCE S 75o55'30" E 29.8 FEET, MORE OR LESS, TO THE AN EXISTING SANITARY SEWER LINE AND THE TERMINUS OF SAID LINE; and TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR STORM SEWER, 5 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON; THENCE S 20 ° 07'11' W ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, (,STATE HIGHWAY 99 70.59 FEET; THENCE S 79 ° 27'59" E 12.7 FEET; THENCE S 10 , 32'00" W 2.8' TO THE TRUE POINT OF BEGINNING AND AN EXISTING CATCH BASIN; THENCE S 86 ° 49'47" E 81.5 FEET TO AN EXISTING CATCH BASIN; THENCE S 65 ° 06'21" E 34.3 FEET TO AN EXISTING CATCH BASIN AND THE TERMINUS OF SAID LINE. RECEIVED NOV 1 91992 COMMUNITY DEVELOPMENT LINE OF SAID SOUTHERLY 232 FEET A DISTANCE OF 91.31 FEET; THENCE S 10o12'40" W 84.16 FEET;.THENCE N 79o27'59" W 102.37 FEET TO THE EAST LINE OF SAID STATE HIGHWAY NO. 1; THENCE N 20o07'11" E ALONG SAID EASTERLY LINE, 70.59 FEET TO THE POINT OF BEGINNING. (ALSO KNOWN AS PORTION OF UNPLATTED TRACT "I" AS SHOWN ON THE PLAT OF SUNNYDALE GARDENS DIVISION NO. 1, AS PER PLAT RECORDED IN VOLUME 25 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON). SUBJECT TO AN EASEMENT FOR SANITARY SEWER, 5 FEET IN WIDTH THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE S 88o38'25" E, ALONG THE NORTHERLY LINE OF SAID SOUTHERLY 232 FEET A DISTANCE OF 91.31 FEET; THENCE S 10o12'40" W 41.0 FEET TO THE POINT OF BEGINNING; THENCE S 75o55'30" E 29.8 FEET, MORE OR LESS, TO THE AN EXISTING SANITARY SEWER LINE AND THE TERMINUS OF SAID LINE; and TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR STORM SEWER, 5 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF STATE HIGHWAY NO. 1, WHERE SAID LINE INTERSECTS THE NORTHERLY LINE OF THE SOUTHERLY 232 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON; THENCE S 20 ° 07'11' W ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, (,STATE HIGHWAY 99 70.59 FEET; THENCE S 79 ° 27'59" E 12.7 FEET; THENCE S 10 , 32'00" W 2.8' TO THE TRUE POINT OF BEGINNING AND AN EXISTING CATCH BASIN; THENCE S 86 ° 49'47" E 81.5 FEET TO AN EXISTING CATCH BASIN; THENCE S 65 ° 06'21" E 34.3 FEET TO AN EXISTING CATCH BASIN AND THE TERMINUS OF SAID LINE. "EXHIBIT C" RECEIVED NOV 1 91992 COMMUNITY DEVELOPMENT P 'o 0 t) 1 y C n n 0I 0 - � P FJ 9 3_ z -7 D 3 ta rt 9 vi n Q I A cF S Q o c .0 rk C k �3 r 'b ID 3 Q Q s Q c it- 3 3 3 7 n -5z - 3 Z '0 ,0 el-� to 3- s % 0 5 rp NW Sec. cor 21 .28 1 ' 22 ® 2570' 27 LOT A 5,358 sq.ft. 0.12 acres LOT B 76,597 sq.ft. 1.80 acres Found monument in case S. 160th St. & 32nd Ave. S., small brass pin in conc. Found 1/2' iron pipe w /tack 0.17' W. & 0.16 S. S 8838'25' E 91.31 -c- -w- -S— a catch basin gas line water line storm sewer sanitary sewer water meter set rebar w /cap 1' south of new cor k 0.8' S. of conc bldg. to north F ound 2' brass disk .21 S. & .47' E R = 25.00 L = 47.46 �► 7 -- 0___ S 79.27'50*- 037 z y proposed existing new line deed line 5' sant. sewer ease. 418:67 East line of the west 542.48 feet S 88'38'25' E South 160th St. LEGEND ® Concrete Monument in Case • Pipe Found O #5 rebar with cap #23604 set in conc. wall 292.09 263.40 rn C) 0 r) tT] x H w H 0 Found monument it case — S. 160th Si Sc 42nd Ave. S. I • 2 .1 0 rn z SOUTH ELEVATION •■••••■ ■ •■■•••.14 ■••••■••■■•••4•0 ••■■■••••• WEST ELEVATION NORTH ELEVATION' t • — ••••• ....=■•••• • ■••■111. •••••■••• V.... tom.... ....0111•■•••••rs •■•••■■•• •••■••••\ *---••=c4==nrni• • az..•^=;;1111=11.1110,11101.12111; I M 1 =- im=leceme-a+ meleavoIM:Cla 11=11•■••=1191 1111.1, ‘ ••••■•.10•05I rilab: IMPLIIIMIIIIIIIIIVAIEZ211111111111 =1 so... ........-••■••• ill ,t i El ili 111111 7-T77111 i Elliiiiii III 1 diiiilD di I thallEMIUM1111111110031111211111111V1R111 ! --0 '1111111 7.. • • . • . ••• &AA,. •••••••■•• Total Fees: Total All Payments: Balance.: 473.93 184.93 289.00 ''•v7 3 71' WM`1:"'� W;Hati C * *'**** h k k*k****** k.* A*** *Alr***i** *J*J *k* *A *A********** *J*Jr ** *Jr *kk CITY OF TUKWTLA; WA ... . TRANSMIT Or* ***' * *A* *h * *;h * ***4(* * ** ******* * * *A * * * k * * *4 * * * * * * *k *k * ***4A TRANSMIT . umber. S2g013b7 Amounts ' .184,93 09155 Permit Na: 092 , 40427 Type: 8• -BUILD BUILDING PERM1,'i parcel No: 222304 -.9024 14/02/I2 Site Address: •15858 PACIFIC HY S Payment Meth)d CHECK. Natation. DORIS CASSAN .: Iri i t: DLM * * * *** * ** *A *. * *** ** *44** FAA* k** A•**** *****A * * * ***k * * * *k * *** * ***k * **: 1O6pgnt Code ::Description Paid 000/345.830 'PLAN CHECK - NONRES 184.93 Total (This Payment): 184.93 GENERA 184,93 TOTAL 184.93 CHECK 184.93 CHANGE 0.00 5666A000 16 :00 * **k***** k* h*** h*k** k*k* k*4***k** h* *kk * ** *** * *k*k*****khh * * *'+% *k CITY OF TUKWILA, WA TRANSMIT **** A*********** k** h******kk kk**** * ** * ** ** *k*** * *** * * *h *** *****k TRANSMIT Number: 92001434 Amount: 289.00 12/18/92 16 :14 Permit No: B92• -0427 Type: B-BUILD BUILDING PERMIT Parcel No: 222304-9024 Site Address: 15858 PACIFIC HY S 12/21/92 Payment Methods CHECK Notation: DOLLAR RENT A CA knit: SLB * k******************************* * * ** * * * * **k * * * * ** * * **kk **k * * *** Account Code Description 000/322.100 BUILDING - NONRE8 0Q0/386.904. STATE BUILDING SURCHARGE Total (This Payment): Total Fees: Total All Payments: Balance: 473.93 473.93 .00 Paid 284.50 4.50 289.00 GENERA 284.50 GENERA 4.50 TOTAL 289.00 CHECK 289.00 CHANGE 0.00 6213A000 16 :56 CITY OF TUKWILA Permit No: B92 -0427 Status: ISSUED Applied: 12/02/1992. Issued: 12/18/1992 Address: 15858 PACIFIC HY S Tenant: DOLLAR RENTAL CAR Type: B- BUILD Parcel #: 222304 -9024. ******* k*****************************• k*k********• k* k* * * *•k *k *•k'k *•kkk *•kkk* * *•k*k Permit Conditions:. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obt,a,.i,ne.dt...t,hrough the Washington State Division of Labor,.enVIhdus„i iesb`ar all electrical work will be inspect�e*by that' . agency - '(2'48-665„. ,) Al) permits, i nsp. o i.on r ecor ds anti\ approved�;p,1a a sha,l 1 be r� maintained avai'f�0,0"6 at tphe. In sipV prior #to the ft. „ art of any. eons truc�tni :` a These d'ocumen:t re s? a to (b,e )m�,a inta,,in"e available u it final inspection :. s; . When s ecial� ins is rye irlea' 'e��i-ther t'he.r`ovner, architect engineer sbai no l the. Tu'kwl la Qu,i l,ding',` Division.,� appointrnant of. th Hn` Pection ageh,cies 'prior �,' ' bui 1di"ng , �on: Cop'i'es of al 1 s'pec"'i'al � ' -, the firs� inspe `�i�oner ports sha1'Obe 0s ibmitte1 to the Bui1,ding . ,� project e' number a tRe t yp e_� �of h i ns ection �.. Per : �' ,� . p y p p ,, . . g .1 j d Thee ec �a.�l>! i n w pectar ; ahai 1 u mi t as ;1'0 L .signed report star, g whether th.�,_ - :r k wor� k.$ r e q 1 r ��, Q ;r �':s_p., �c� .,:,.� to .- a1�..�- 1�nspectio►� , w a`s`; ; ``,� ap t he best of he,,, ns .ectoi~s kno ''l'ed e`; " - - i n 3 conformance ,with ovedl*�plans and spec lcat�i ons an` the - ,p p l i cab 1 e wor fe= ma si'ip ei oviSio _.the " ` ....7 �t Nu +y} All tr(T ura1 weidti shr 1 F be° done,r W,.A B:O. cert�'ified 8 wet Wt:. and '`spe'cia1 (Se � 3Q6 ( 5,., �.. A11 nstr;uc.tipn to be done in cn� 'approve P ,ts, f , ;r x., �:3 . ;3 ,D 1an � n d:# -err qui�rements of the Un if `or ° Bu l,ding� Code,, (199 r y Edition) s amen.ded by the Wash i n. , to-�: St7ate Bu i'l d i,ng Co.deJ, Unifor M chanica1 Code (1991 Edit ion) n'd% Washingto ` Energy; Bode (1991 Second Edition) f . Val i d i t p f Permit : ,� The i ssuan e of a i, ,,e�r a oval of plans, s f e cific�a:, i ons p e ny'�d computations shal1�,vnot,� -, } strued: toi.be a �p ?'mit fa^�4, , an approval F any µv .olat, on of any of ` provisions of `'thvi�s)oderof any ,other. ordinance oi� e Jurisdiction. No permit presuming ,, t give authority or vgtotate or cancel 't, re provisions of hirs, code . r zt y,;,� shall be valid CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 Activity Table Processing Permit No: B92 -0427 Tenant: :DOLLAR RENTAL CAR Status: PENDING Address: 15858 PACIFIC HY S F1 =Help, ESC =Exit current screen. 12/16/92 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 222304 -9024 Owner: CASSAN JAMES T & DORIS 0 Validated By: DLM Plan Ck Approved: / / Status: PENDING Applied: 12/ 2/1992 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Nature of Work: CONSTRUCT 2 CANOPIES Location: Category: ACOM (N= NEW /A =ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: C2 Gas /Elec: Census Code: 437 # of Units: # of Bldgs: Pub Own:N Streams: Slope: Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 30,000.00 Fire Protect:sprinklers Type.. Collet: :.V -N Type Occ: UBC"Edition: 1991 Occupant Load :N /A Occupancy Grp:B -1 F7= Update, F2= Previous Line, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 12/16/92 Activity document routing maintenance. BUILDING PERMIT Permit No: B92 -0427 Route: 1 Current Route Line: 4 of 7 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Approved 12/04/92 12/16/92 12/16/92 Priority (0 /low..9 /high): 0 Regular hours,. HH.MM : ., .00 Overtime Hours HH.MM : Comments 1(CONSTRUCTION''OF TWO NEW CANOPIES. 1 2[ ] 3[FIRE? PLEASE :REVIEW ; .AND , COMMENT. ] 4 [ ] 5 [ ] 6[ ] 7 [ ] 8[ ] 9 [ ] 10( 1 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Project: .' 1,(01 1 ype of Inspecliol • Dade Called: ' ' 4',A a--( :I my - Aclrew: . d A ri gt c / e A1 ,.... b 6 . cial nstru ons: ki it46 •- zdfr rt ete . A th ra,k-.a °iv - • //tata 1 ..-f 1 • L.“.1 4i od4 Date Wanted: / / - 713 - 1.,.16 . ) . 111 Requester . I mini-, 1 . - — • - - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 *proved per appll COMMENTS: In : INSPECTION RECORD C Retain a copy with permit L. Date: (206) 431-3670 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project ) / ► Type of lnspecikm: // ` " .. )9e l . Address: t ate Called: Spode) Instructions: -' Dat Wanted: / (. <� .- c l ' am. p.m. Requester. y ; Phone No.: '1 % , J. . , , ++ c CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. inspect , � - '� 7 , -`� [OCe4NQ.: ( INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. COMMENTS: O $30.00 REINSPECTION F " REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pro IF �)1Z �A 2 � I/ahi Type o� Ins�edbn: � c irt) 4 3 ' ::: a) — — q : ( .�1.ea.s�. [ t ae / I, a ka- S — 1 'I `73 a m, p.m� Requester: e I • Phone No.: i 0 Approved per applicable codes. INSPECTION RECORD ( FYla -- Retain a copy with permit 04? 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. / (206) 431 -3670 Corrections required prior to approval. COMMENTS: J row 4_I R /4 �- t [� $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection,.fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule.reinspection. •. Y Needs Sprinklers: Fire Alarm: A/ Hood & Duct: Halon :. A/ Monitor: , ra ,- Pre -Fire: A/ Permits: Authorized Signature City of Tukwila Fire Department • John W. Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ... ° /J4 /2 2--)11/ e9 C/1"r Address / 5- 0 p: c : ,/-/ ..s'. Retain current inspection schedule shift inspection Approved without correction notice N! Approved with correction notice issued L; F 572, Thomas P. Keefe, Fine Chief Permit No Q y2 T.F.D. Form F.P..85 Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, . Washington 98188 • Phony (206) S75- 4404 • Fax: (206) V5=4439 May 24, 1993 Cert No. 9305 -24 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E., 128TH PLACE KIRKLAND: (206(823 -8800 KIRKLAND, WASHINGTON 98034 FAX: (2061823-2203 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Dollar Rent A Car 16000 Highway 99 Permit No. B92 -0427 Dear Mr. Larson: De finis H. Stack President DHS:lal SEATTLE: (206( 626.6700 E V ERETT: (2081 269 -0817 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Structural steel on columns and beams All work inspected conformed to Tukwila Building and Land Development approved plans, specifications Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last and only report is dated 5 -12 -93 and is number 79971. Respectfully, CASCA TESTING LABORATORY, INC. RE!-- IV tv'M 2 5 1993 COMM NITY •. DEVELOPMENT. RECENED MEMO CRY OF TUKWILA DEC 2 1992 TO: Ann Siegenthaler PERIAT CSR FROM: Ken Nelsen DATE: December 2, 1992 SUBJECT: Dollar Development proposed boundary line with J & L. ************************************ * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** At your request I have completed an evaluation of the Building Code requirements relative to the latest proposed lot line adjustment received 9/22/92 and as corrected by Jack Pace 9/22/92. I recommend that a proposed 31.8 foot rear set -back and the 10 foot side set -back are appropriate for yard requirements of the previously denied Dollar canopies and the set -back needs of the existing J & L building. This recommendation is based on the following information. 1. A ten foot set -back for the J & L's building, (B -1 occupancy and 1 -Hour construction type), has previously been submitted by Mr. Merrick Lentz, Dollars's Architect and was found to be acceptable. 2. The corrected 31.8 foot rear yard required for parking by my calculation will provide Dollar an additional 15.02 feet of yard on the south and an additional 28.8 feet on the north. Because of the decreased angle of the of the proposed lot line, the actual set -back from the previously proposed east canopy location will conservatively add 19 feet. 3. Assuming an additional 19 foot set -back plus 15 feet from the construction documents of permit # 6663, a 34 foot total set- back would be provided. The following allowable area calculation is made by using U.B.C. Section 505(a) #2. a) (34ft min. yard - 20ft) X 1.25% = 17.5% area increase. b) V -N sprinklered building, B -1 occupancy 24,000 sq.ft. allowed by U.B.C. table 5 -C and Section 506(c). c) 24,000 X 1.175 (increase) = 28,200 sq.ft. allowed. d) 23,900 sq.ft. (existing Dollar building) + 3,700 sq.ft. (proposed canopies) 27,600 sf.ft. total proposed < 28,200 allowed D.K. CI DOLLAR RENT A CAR November 4, 1993 Ms. Denise Millard Permit . Coordinator City . of Tukwila Denise: Res ully, TEL:206- 431 -7639 4J ij z _ 4 G. Vice -Pres. /sa Nov 04'93 RE: Permit #B92 -0427 Your letter dated October 7, 1993 To Doris Cassan NOV COMMUNI DEVELOPM 12:25 No .012 P.01 FAX (206) 431 -3665 The above project is in work and we are hoping to be complete before the expiration date of November 13, 1993. However, if we do not complete exactly on schedule please allow us a few days grace period to complete this project. Thank you for your cooperation and understanding, Pacific N.W. 1legthimiriere .' 206.433.6769 Worldwide ttelery i%iut,, Executive Office • tux 206.431.7639 600x800 4000 1 Suite 220 3100 South 176th Street Mulling Addreme flax 611428 Simile. WA 98168 Oct 07, 1993 DORIS CASSAN 2460 76 AV SE MERCER ISLAND WA 98040 Dear Permit Holder: Our records indicate that on Nov 13, 1993 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit.Numberq192=0427: Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Nov 13, 1993. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431-3670. Sincerely, Denise Millard Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 City of Tukwila Department of Community Development • John W. Rants, Mayor Rick Beeler, Director Tukwila, Washington 98188 • (206) 431.3670 (206) 431-3665 HEViSION5 , ila ,: O� '03 -f a e =I I �I 1 MLLA ; bE E�.,®p E AV ' S.E. M ERCE4: 1SLAND IA S W ELL _ BUIL t . 8 ?'G�RCIFl� GHWAY `SOUTH NILA, €!ASIIINGTQN 1 11 Date ..Gl'` .... t.7., c) s'c91e..14 1 -'i Drawn ' c` Jab t t'c.Y .y :; Sheet .qrg r� Of0'G Sheets MIrR 1. 1 1'1 x434 ,' rswTroowao.1aoa+auulrntnr. - 0 u rwa'"," 1 2 IIIIIII IIIIIjIIIIIIIJIIIIIIoIIo (Ili �l . .._ ; `!1111111 4 (loll . ��sl't's x,111 it 1 1 1 I o �I'!� 11 F�1,L1111 1 '� ►�111I1i Pi11111I11!IIl11IIII1ililtII 10 11 w.orcrcal.,.r 12, r ! NOTE: If the microfilmed document is less cle th this r notice, it is due tc the qu-.iity of the origin da 0c 6Z 96 LZ 9Z 9Z hL CZ ZB iZ O7, 6l 9L Lt 91 St *4 CL Zt tt O ( 6 13 1. c 9 s 7 E Z t r 111111 O IIII 111 111li1il lllllt�llJIUJ1U ill(ill I ( 1!!11!1 1 II 111 1 II !�i� 91 111111111111 O 1.111(01 (I 11111' !I IIIIIIIIII�IIIIIIIII1IIII�IIII1IIIIIIIII�IIIiIIIii1Ililllil !1IHII ? 4,4 44 :✓ ,? 7 "�e•.v4` lI/t' '"' ' C y_*:.:.•t y ,., , n. - . . _ 1444 .. �'.. `� i�; 1111 e_Y �l . 11 - •\ Found 1/2' iron pipe w/tack 0.17' W. & 0.16 S. S 88-`38'25" E 91.31 LOT A existing building #1 5850 Pacific Hwy. co. overhang S 79 '27'5 9 ' proposed existing new line deed line = 1G3'"'4 ,i44'\ \ 1 AZ= h ' • /.20 r:r i /• 1EJ72U .$.I4? G'rq' ON '"1'y C" t �i a set rebar w/cap 1' south of new cor & 0.8' S. of conc. bltg. to north Found 2' brass disk set .21 S. & .47 E. • $ e," w • u:•� G' l; J /C �.....� 129.A:2' i d- 41 + 14. V 1 .F2 e -;4 I .t2, I ' rl v ico v c:, 1 ea: A41411 + �'a6�G S•(� H7 . nom... are Check approvals at of t understand or and om t the Plan fissions a nd violation o1 anY plans' does o t co p does de ouordinanc Beceip � n" con- _3 adopt code "sack trs ctor'sc o P Y � y - � " Date �a - ?et mit No' chainlink fence (to be \ i/8 L) / ® existing deed line 1 1� I : .. - 1 1 ;.,..t,..I 1 iU _ Ai ( I J 1 1 �— "''i rul e> , , e.ta %.wrr�r• � str - ,y G - r.1.ci * , r II c re 1,4 , 're talt Found 1/2" rebar no cop 0.41' E. & 0.10' 5' storm sewer easement v. 4 l 1 v' h l i • t! '/- 1 V /V .1 � - q '. -/!L I I o' 4 1�,., , � /'.22•44.. ♦... 1.....41 •/^4YA.:ti�,EV - /! P_.o., 1r.... Na za . f r_.al. �..aus�TI►151 Att.. 6141.41, +E:*" ac 11 1' - rnt �'i .Kt.:r.Qi1517 1 L:l.r.r •Vl5 d) L. . , 16.0714 �-rZ.r -ter , + 370 27 ,60 v'.14. I N C. , ¢a; -.4 a. uk c=t../ VW GV sq.ft. (existing Dollar building) scr.ft. (proposed canopies) sf.£t. total proposed < 28,200 J 1 Assuming an additional 19 foot set -back plus 15 feet from the construction documents of permit # 6663, a 34 foot total set- back would be provided. The following allowable area calculation is made by using U.B.C. Section 505(a) #2. a) (34ft min. yard - 20ft) X 1.25% = 17.S% area increase. b) V -N sprinklered building, B -1 occupancy 24,000 sq.ft. allowed by U.B.C. table 5 -C and Section 506(c). c) 24,000 X 1.175 (increase) = 2$,200 sq.ft. allowed. bd 4 1 2 ',' - l7 it --------- u . :CV SITE. PLAN -wa Lt_ wE. 517 AZ` — 1'. C SI Y2:1,L:J ») •-• u 3 1 i r l i �ti `7En.' Er r!• truce �n f 7'1 W- -. ii - Dom: {_r ' :' <:, 1 1 1•I�' ;- a 0 caP Q' 0 ' 0 `JEC 9. wS U�i. itJG otv S 0 ts h l:z'" f-}= t11s.;IF::i - -:-. -- r4r • iJ' -? -111. Ip r revisions BESTWORTH ROMMEL PROJECT LOCATION ' DOLLAR DEVELOP ENT drawing number 91087 checked by L ?... .✓ L- 25-O x '-O' CANOPY 15858 PACIFIC HIGHWAY SOUTH sheet "number TUKWILA, WASHINGTON 1 of 3 date MAY 91 designed by KSL drown by RJM scale AS NOTED checked by L ?... .✓ L- approved by 44 1V 8 "DIA PIPE (TYPICAL OF 2) o 4 - 1 "DIA BOLTS W/ PL 3/8 x 3 x 3 W/ 18" MIN EMBED U7 4' -0" SQUARE �- OUTUNE OF CANOPY r, -PIPE COL (TYPICAL OF Kramer, Chin & Mayo, Inc, 1917 First Avenue Seattle, Washington 98101 �� �-- --8 -- #5 VERTICAL --7- #4 x.J' H ORI Z C� 12 "0C MAX SECTION 1 /4 " =1' -0" Ja! 'AMAII'%4iYid�3b ;'`*.,Yt?. hiM/ iii.^.%` y' -l.W21:1- v7.4 , rX.Mey3 1. 4 „ .1- rizAif ii1: ,,.:,v JK;�.. r!cc,e . .r..•` dV. ri,:,'.fi* ) V;Van'Y' :,M4V ./".•ZyYF;X <d{ M ,. 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IIIIllilii�lllllilllllll,IIIIII '?>Q1.1.-DINU GENERAL NOTES GENERAL: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE 1988 UNIFORM BUILDING CODE. 2. DESIGN LOADS: SNOW 25 POUNDS PER SQUARE FOOT WIND BASIC WIND SPEED = 80 MPH, EXPOSURE 6 SEISMIC ZONE 3 3. SOILS: IN ACCORDANCE WITH UBC CHAPTER 29. SOIL CLASS 4 ASSUMED (SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL OR CLAYEY GRAVEL). CONTRACTOR TO VERIFY MATERIALS BEFORE PLACING FOUNDATION CONCRETE ALLOWABLE BEARING PRESSURE = 1,500 PSF. ALL FOUNDATIONS TO BEAR ON FIRM UNDISTURBED NATIVE SOILS. ALL FILL ADJACENT TO FOOTINGS SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO 95% OF ASTM D 1557 MAXIMUM DENSITY. 4. CONCRETE: MINIMUM 28 -- DAY STRENGTH (f'c) = 2,500 PSI, 6 SACKS MINIMUM CEMENT CONTENT. REINFORCING STEEL: ASTM A 615, GRADE 40 OR 60. 5. STRUCTURAL STEEL: CHANNELS SHALL CONFORM TO ASTM A441, F1' =50K SI MINIMUM. WIDE FLANGE SECTIONS AND PIPE SHALL CONFORM TO ASTM A36 OR A500. ROOF PANELS SHALL BE ASC PACIFIC 18GA HR-36 OR EQUIVALENT. DECK PANELS SHALL BE ROLLED IN S- -CURVE OR SINGLE CURVE. SINGLE CURVE PANELS SHALL HAVE A 12" SPLICE W/ #14 TEK SCREWS @ 3" OC +� EACH RIB AND CAD EACH VALLEY. BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A307. ALL WELDING SHALL CONFORM TO AWS D1.1. ELECTRODES SHALL BE E60 OR E70, ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS QUALIFIED TO PERFORM THE REQUIRED WELDS. MINIMUM WELD TIV 1,CKNESS SHALL BE 3/16" UNLESS NOTED OTHERWISE. 8 x Ila 64A CH41 fNEL 5N41,.L N 2-1010 10 12.6A. CHA.tad 1EL HAvE, Sr S.1O IN's 11 it 4. NOTE + IS S G-ArRti /1 - OLYT CA'14c PIE. A tt) `FEZ nki . BESTWORTH - ROMMEL INC. ( 206) 431- -2656 1 .800 -829- --8211 "When quality is as important as the price" __RECEIVED C I JT Y OF TUKWILA JUL 2 t PERMIT CENTER T"" X r— r v v L M N 4)• .c revisions BF ST ORTH ROMMEL PROJECT LOCATION DOLLAR DEVELOPMENT d rawing number 91 087 RJM 45_Ow X 61 CANOPY 15858 PACIFIC HIGHWAY SOUTH sheet number 41 t TUKWILA, WASHINGTON 2 of 3 date JULY 91 designed by KSL drawn by RJM scale AS NOTED checked by approved by ..45(.--- 41 t oa ro 0 11 03 03 to 03 0 CO C po • N 0 x N h- I 15':_5" 15'-4" — DIMENSION TO END OF CANOPY 4 { -t- t Kramer, Chin & Mayo, Inc, 1917 First Avenue Seattle, Washington 98101 15'- 4" (2) 10 x 12GA CHANNEL 61'-4" '- i0" I '•RSS"F.: i9, rs.h d"S0 ,. _ i L � 15' 4" 0 t (2) 10 x 12 GA CHANNELS 15'- 4" OUTLINE OF CANOPY PIPE COLUMN (TYPICAL OF 2) 8 "DIA PIPE 0 x N „ 8 "DIA PIPE L 0 4 -- 1 "DIA BOLTS V�/ f PL 3f 8 x 3 x 3 1wV/ 18" MIN EMBED 111111II1 Il1IIIIIl1Il 1IlI111 1 � IIili 111 11 1 II1It 1 1 1 I I1111'14411111 2 ''3 4 5 6 7 8 NOTE: ...f the microfilmed document is less clear than this 4 • notice, it is due to the quality of the original document. Oe 6Z 8C L2 9Z SZ 1 7Z. 'CZ ZZ lZ OZ 6l 8l IIILIlI� {I 111111 {IIIlI�IIII!i111i1111lIflllllll III{{ ILLI hlI �11111{ IIIIIlI!1111II��I!lllll�l�III{I �II Gl 9l SL bl el Zl ll Q(, 6 $ G 9 S 7 $ Z t vow 0 { I { {I Lil l� �i i{il�Li� {f111[I! I{I {HIlI Jj {{ {!{{{{ Li li{ { {{iilln{ { l{{ I{{ I{ �II{ 11.11{{ �{i{il{I{r�l{1ili1l{iii{{!{ {1{1 tf. I 11I1111li!111L11111111 9 t 10 11 )AOEINGERMAN( 12 � 0 w ��Swa.. ,r " � , n .»+dsae+ mow: rye+,- r �! !Rx6?f�h7�94"SV'y<fA 0 CV 4 ,_ 0 " SQUARE ELEVATION 1/4 =1'_0 SECTION • w 12 -PIPE COLUMN (TYPICAL OF 2) BASE PLATE, SEE ___ ----- 8- #5 VERTICAL 7- #4 x Ea HORIZ ® 12 "0C MAX 0 5O i BESTWORTH - ROMMEL INC. (206) 481 --656 1 --800- -829. 8211 °f When quality is as important as the price" / c .... ^b:,'errM . e. +3'r:.::.1triry:.r�,l.ar.NtSs.:: �.viir'a.la� >:e�E'7�.. ..t�.fKkt.h' '�c"sS'J1F°:,. n�SS"I1�+;.. ���"�±�"•t �dw'sh' G p1 cy Rf EcmvED CITY OF MIMI JUL 2 1 u PERrviiT CENTER N X c 0 4) N to 0 0 0 f„) to 0 x R N ct c is f3k v$ X;:roleop/e.Atieff 'ivAsfrk' *,.. -. . F . :::sT. 0 Cel 1/4" WEB STIFFENERS (TYP) -- ---- -- 11/16" HOLES FOR 5/8" BOLTS, TYP 4 AT EACH ASSEMBLY ROOF PANELS DETAIL ANELS - DETAIL 1 1 /2 " =1'— 8" x 16GA CHANNEL (TYP) 10" x 12GA CHANNEL ( SIivI PL 1/2 x6 x1'- 6 " - --- DETAIL 1 1/2"---- ROOF PRNEL —_ #14 TEK @ 7 1/2"0C- 1 1 /2 "OC - 12" x16GA CHANNEL ---__, #8 TEK 12 "OC ---- -- --- JP DETAIL 1/2"--1 0" { 6" 1 MIN : r,..-. cF.:;: u'+✓ rn+ 'S'.'.c- ,.i- >�4.r.»aa.3�'vr.�. �;/.rsxr, /.'x.^rfiiati ARMY- ttx:�:,� #14 TEK © 7 1/2"00 /4" PLATE 4 Kramer, Chin Sc Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 5/8 "DIA BOLTS (4 TOTAL) ._8 "DIA PIPE TYP EACH SIDE 1"DIA BOLTS (4 TOTAL) .__ �---- W 12 BEAM date JULY 91 scale AS NOTED w.ri���➢I..�$7�.R•��`[Yi4f fy eA. 11/16" HOLES FOR 5/8 "DIA BOLTS (4 TOTAL) - _____ _, 10 "DIA SCHEDULE 40 PIPE- EACH SIDE DETAIL 1 1/2".1'-o" 3/4 "DIA BOLTS �-- (4 TOTAL) 10 "DIA SCHEDULE 40 PIPE- DETAIL 1 1/2"=1' 6 "DIA OPENING FOR ELECTRICAL CONDUIT designed by KSL drawn by RJM checked by YL approved by C DETAIL 1/29=v- PP PL 1/4 x8 CONTINUOUS BETWEEN COLUMNS /4" WEB STIFFENER PL 1 x12 x1' -4" 1/4" I/ -- 1/4" WEB STIFFENER 1'1111I11'1111111'111111j11I 11111111111, 1111111) JI . i11 0 to rots IHC1/ 1 2 W3 f .. n� 6e se Zz 9z se i7z ` ez zz tz O7 6l el Ll 1" THICK PLATE 4 5 NOTE: If the microfi notice, it is due to 3/4 "DIA BOLTS (4 TOTAL)~ EXISTING 12" CONC BUTTRESS ---� 3/4 "DIA BOLTS W/ 9" MIN EDGE DISTANCE (4 TOTAL) ---- • 1/2"0C DIA HOLE © 7 1/2"0C FOR DRAINAGE _„ ROOF PANELS #8 TEK @ 12"4 C ----- ---_` .fbis ,�- ,. .r� �,� .., f.t � .. ,. ri. .� ,13�:r. .. '. -. .'�iC..A.!.f ero�i�dn�t?' �rst�►eo'sl►r. ✓e. ,.,.,,,,.... - '.:...,..�.s +a�srr.�xi+�e+ ,. ra«. �.w�. -ave. N N l l l t ( I , I 1 I I I 1 fill I I I I I I . I I I I I I 6 7 _._ imed docurent is less clear than this the quality of the original document. I 9l 5t +7 et Zt 11 O1 6 ! f J ( Ilill IIII�III!l lfllllll�lllliiillLl IIIII111111111�1111lIIIIl11111N L�II' I�1111�I1; �1111I1 ►aIl.11.►,l!�Il�(��IIIIIIJiIi�j li�llf. � �i Iii iii1 llli6i III111111111111l gti ui,11111 DETAIL 1 1/2"=1 0" 1/8 DETAIL 1 1/2"=1'- 9 DETAIL 1 1/2 "`1' -O, i a 414 11111111111111111 111111111111111111 111111 � a 11 HAN IN ("MAW 12. 9 s 7 C Z t wW 111111 I IIIIIIIIII IIII61I11nIIIIII1111111111I !!111111111111111':1 --WEB STIFFENER EACH si DE �4�r+- v.�+rvAw•.w�..ev. r...rw :Y./�!+�wa...w.e.wr -r.n �'`-- PL- 1/4 x8 CONTINUOUS BETWEEN COLUMNS SHIM E �IRr LoCAY'1oN S �_r-- - PLATE 1/2" (2 TOTAL) #14 TEK © 7 1/2"0C 1/4" PLATE / 3/4 "DIA BOLTS (4 TOTAL) —PL 1/2 x10 x10" '-- 5/8 "DIA BOLTS (4 TOTAL) III 1111 11 BESTWORTH - ROMMEL ---� INC. (206) 481 --2656 1 -800 -- 829 -8211 "When quality is as important as the price PROJECT LOCATION DOLLAR DEVELOPMENT 15858 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON G RECEIVED CITY OF TIJI 1LA JUL 2 a PERMIT CEO l ER J gas pumps C A -1S.10-4Alelas4 114 .... Fr stet* r le user i e.', r•I.41 ' 1 •.. , I • .,,,/ 1 , 1 1 - .. - •! . t * L eas, to C.T \.IR : b.l. ._ _ s 1 r . I , _ 1 F _ 1 1 1 ,, , 1 I 1 L._ _�- i L _ _ 1 M' %9Y77 -5SD Zwnry 44$/. _ . a rtit 4T t.r r+ I:. .r 0111 -.Ica (4a1 utaso5 IS 1 1 9273a proposed existing new IMe deed line Found 1 /2' Iro1 d ne e w /tack • 1 0818'28" E 91.31 sx / ~1 j ►1F�.frn. •'riM /w'1 i kJ' d- W9'4ri 1 Its Mae 1 41,4 1 6 5' storm sewer easement 1 understand Duels are Met and an ssionsr °'en plans't to error not authaiss the a�ipt 01 - plans' d c or ordinan scicnor• ,op ted code vector' s copy � ppl �edPia nt set rebar w /Dap 1' south of new oor k 0.8' S. of °ono. bldg. to north Found 2' brass disk sot .21 S. k •47' E. T chalnllnk ,fence b 0 existing deed line Found 1/2" rebar no cop 0.41' E. & 0.10 1 46•1 t M0.40 I ./.41 v -40 1 - 44 I v 4, 1 mare earns . S -eyd/ I ' • %rmosse c stri , w.e v-41 11 i* yy* - I zc f tit Lane Snob A. $r IlbSC v. a ►I dye 16.07N 14J - .SA TE 'PL Assuming an additional 19 foot set -back plus 15 fat from the construction documents of permit f 6663, a 34 foot total sat - back would be provided. The following allowable area calculation is made by using U.B.C. Section 505(a) 82. a) (34ft min. yard - 20ft) X 1.25% - 17.51 area increase. b) v -N sprinklered building, B -1 occupancy 24,000 sq.ft. allowed by U.B.C. table 5 -C and Section 506(c). c) 24,000 X 1.175 (increase) - 28,200 sq.ft. allowed. d) 23,900 sq.ft. (existing Dollar building) + 3.700 •q.ft. (proposed canopies) 27,600 sf.ft. total proposed 4 28,200 allowed O.K. 400o- c 9 S1.. asr w•s: r:rJ U` DE au *1 W.c_ Y:or •2 1�•:`•I :� ♦ ly .i MOO Pi nt 11 u - r* t - Y N fit .t tt*— CSI 4 , 4 .:tt W u'l , f -, ., k - htvM''11~4-• !!, O00 O 4h c4n1FWKWIW JUL 2 b ba 'BRfMIfp1 spdb C 4 , G Ie) 4.rre. 4V LtSL "ssI.STtHeo n•.,E. te, -/ - •% • x 4Lie.✓SIblg, a x d,cc'O• two a ,► s. !p FL..c : k1a ?15.AIL., 4i 1 �Llwsta. L . _ _ =4. oat -.4 % t WriLtirtNt Pke'.i wet MacilseileAL. ` I11tAT1/Al on firs 6rtd /4. 1 res. /lee. wl-t- or•/INa abG. 4 5st. 'tat 4r"..IGe. _awe - t 1 16 1 -14• oi Gan. M� ' Ns t - 0 111.04441441' MYTtattvIJ 4enreaf► -. -infer or 'it etrrrrla, 1M1a/Yh$ sr. . bs a e eliesakk. AMea• - s4 ' ♦ * tent 1 • • 4 i 4 4 1.• Amt.. : . _ All J Se11a+ j.. ,W A. revisions eEe•TWORTH ROMMEL PROJECT - LOCATION DOLLAR DEVELOPMENT drawing number Mel RJM 16'-0' x 412-0° CANOPY 1611611 PACIFIC HIGHWAY SOUTH sheet` nua4s. approved by Ir TUKWILA, WASHINGTON 1 of 3 date MAY 91 designed by KSL drawn by RJM scale AS NOTED checked by 6th. approved by Ir 40 in 0 b) 0 1 01 8 "DIA PIPE (TYPICAL OF 2) 4 - 'I BOLTS W /PL3 /8x3x3 W/ 18" MIN EMBED 2' -0" mmidi .- 3 Lu SQUARE 0 OUTLINE OF CANOPY PIPE COL (TYPICAL OF PLAN 1/4 " -1' -0" 4, -o" el SECTION 1/4"-V-0" 40' -0" 4' -9" 15 -O" 15 • 1 l #5 VERTICAL 7- #4 x HORIZ 0 12 "OC MAX W 12 x28 W 12 x28 W 12 x28 9 SNP ay • 2 -0" s • 5' -0" 1 \C UU ciA ogai • E VAT1ON 4 "a 1'- O" • A D r i0 W act * NOV , 1. GENERAL: ALL CONSTRUCTION TO BE IN ACCORDANCE MATH THE 1101t' UNIFORM BUILDING CODE. 2. DESIGN LOADS: SNOW 25 POUNDS PER SQUARE FOOT WIND BASIC WIND SPEED as e0 MPH, EXPOSURE 8 SEISMIC ZONE 3 3. SOILS: IN ACCORDANCE WITH UBC CHAPTER 29. SOIL. CLASS 4 ASSUMED (SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL. OR CLAYEY GRAVEL). CONTRACTOR TO VERIFY MATERIALS BEFORE PLACING FOUNDATION CONCRETE. ALLOWABLE BEARING PRESSURE s 1.500 PSF. ALL FOUNDATIONS TO BEAR ON FIRM UNDISTURBED NATIVE SOILS. ALL FILL ADJACENT TO FOOTINGS SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO 95% OF ASTM 0 1557 MAXIMUM DENSITY. 4. CONCRETE: MINIMUM 28 - DAY STRENGTH f o) s• 2,500 PSI, 6 SACKS MINIMUM CEMENT CONTENT. REINFORCING STEEL: ASTM A 618, GRADE 40 OR 60. 5. STRUCTURAL STEEL: CHANNELS SHALL CONFORM TO ASTM A441, FY•5OKSI MINIMUM. WIDE FLANGE SECTIONS AND PIPE SHALL CONFORM TO ASTM A36 OR AS00. ROOF PANELS SHALL BE ASC PACIFIC 18GA HR -36 OR EQUIVALENT. DECK PANELS SHALL BE ROLLED IN S -CURVE OR SINGLE CURVE. SINGLE CURVE PANELS SHALL HAVE A 12" SPLICE W/ #14 TEK SCREWS • 70C • EACH RIB AND • EACH VALLEY. BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A307. ALL WELDING SHALL CONFORM TO AWS 01.1. ELECTRODES SHALL BE E60 OR E70. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS QUALIFIED TO PERFORM THE REQUIRED WELDS. MINIMUM WELD ((CKNCSS SHALL SE 3/16" UNLESS NOTED OTHERWISE. r t 1` A CH46114 1. S 4444. 14A.VS S" 2.:0114 10 K 12 Oa CM &NNSI SIA4d. HAVI Sr 4.'101N . 0 NOTE : - bISRt #iat X - Orr • • r BESTWORTH - ROMMEL INC. (206) 461 -2656 1- 000 -629 -0211 "Inn quality is as tmpotrtaSd as Ms price" i 0'1.1 -- 14LS DRAwIN(o . CANOPIES App'ROVt.b FOR 8.L -D1N' "PTT Ksiv■ 1 2/5-1/4-1 oc 1It 0 ary OF T j JUL 2 it b,•,, P eRmiravan r •• Kramer, Chin do Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 } 1 • 4 1 1 .1 1 1 date JULY 91 designed by KSL drawn by RJM scale AS NOTED checked by Oar approved by C " revisions 6E88TWORTH ROMMEL PROJECT LOCATION DOLLAR DEVELOPMENT drawing numbs 01007 45-0' x 81 CANOPY 16,08 PACIPIC HMV/AY MOUTH ghat numbir TUKWILA, WAflIOTON 2 of 3 ` In d M i 0 co 3' -0" 1 `' T _�-- DIMENSION TO END OF CANOPY �- N 1 15' -5" KCM 15'-4" 1 4 L 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I l l Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 PLAN 15'-4" (2) 10 x 12GA CHANNEL — . 1/4"=1 D 41' -0" 61' -4" N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 91,1 61' -10" 15' -4" r N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15'- 4" OUTLINE OF CANOPY (2) 10 x 12 GA CHANNELS PIPE COLUMN (TYPICAL OF 2) W 18 x62 BELOW 8 "DIA PIPE 15'-5" 1 N T 1 1 1 3' -0" 1 i1 N t .1 ("DIA PIPE 0 • 4 - 1 "DIA BOLTS W /PL3 /8x3x3 W/ 18" MIN EMBED O 1 fV ELEVATION 1/4 "a1' -0" • 4' -0" SQUARE OF CANOPY_J W 12 x40 PIPE COLUMN " (TYPICAL. OF 2) BASE PLATE, SEE 8 - #5 VERTICAL 7- #4 x 493 HORIZ 0 12"OC MAX • 0 / BESTWORTH - ROMMEL • PC (206) 481 - 26! important 1-800-829-8211 1 "What quality is as Oi At " 1 G RECEIVE TKKW JUL 2 b b Peeeercertree 1/4" WEB STIFFENERS (TYP) 11/18" HOLES FOR 5 /8" BOLTS, TYP 4 AT EACH ASSEMBLY POINT- 12" x16GA CHANNEL ROOF PANELS #8 TEK O 12 "OC - PL 1/2 x6 x1' -6" ROOF PANEL DETAIL 1 1/2"1'O " 1/8 V 8" x 16GA CHANNEL (TYP) 10" x 12GA CHANNEL 0 SIM DETAIL 1 1 /ear-o. #14 TEK ® 7 1/2 "0C DETAIL 1 1/2"-V-0" 1 1 /2 <TYP EACH SIDE 3/18 V 1 "DIA BOLTS (4 TOTAL) #14 TEK 0 7 1/2"0C 1/4" PLATE 4 I 5/8 "DIA BOLTS (4 TOTAL) Kromer, Chin & Mayo, Inc. 1917 First Avenue Seattle_ Washington 98101 8 "DIA PIPE W 12 BEAM scale AS NOTED 11/16" HOLES FOR 8 e "DIA BOLTS (4 TOTAL) 10 "DIA SCHEDULE 40 PIPE PL 1/4 x8 CONTINUOUS 1/4" WEB STI FENER EACH SID PL / 3 • 12" BETWEEN COLUMNS 5, p W 21 x82 3/4 "DIA BOLTS (4 TOTAL) checked approved by by DETAIL 1 1 /2 "8• i' -O" 10 "DIA SCHEDULE 40 PIPE DETAIL 1 1/2"-'l'-O" date JULY 91 designed by KSL drawn by RJM DETAIL 1 1 /2 "1=1' •0" 2" TYP PL 1 x12 x1' -4" 1/ 1 /4" WEB STIFFENER 6 "DIA OPENING FOR ELECTRICAL CONDUIT B 2% fia 0 a revisions T 1" THICK PLATE SEE © SIM 3/4 "DIA BOLTS (4 TOTAL) W 21 x82 EXISTING 12" CONC BUTTRESS W/ 9" MIN EDGE DISTANCE (4 TOTAL) 1/4 P'216 DETAIL 1 1/2"-V-0" 1 /2 "OC DIA HOLE 0 7 1 /2 "OC FOR DRAINAGE ROOF PANELS #8 TEK 0 12 "OC 1/81/ DETAIL 1 1/2"-V-0" DEBTWOATH ROMMEL DETAILS W 12 x40 1/4 IA �g TIFFENER b — II SIDE PL 1/4 x8 CONTINUOUS BETWEEN COLUMNS SHIM S anise. LOCATION S #14 TEK 0 7 1/2"0C 1/4" PLATE 5/8 "DIA BOLTS (4 TOTAL) 3/4 "DIA BOLTS (4 TOTAL) PL 1/2 x8 x10" PLATE 1/2" (2 TOTAL) YP PL 1/2 x10 x10" BESTWORTH — ROMMEL , INC (200) 481 -2060 1 -800 -429 -8211 "Vin milt it at tapoSat a S price" ROAM LOCATION DOLLAR DEVELOPMENT 1888( AY RECEIVED env Or TUKWILA JUL 2 b UM PERMIT alma drawing number 91087 sheet aurae 3 . of 3 . .