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Permit D99-0107 - Acura of Seattle - Car Wash
iV Acura of Seattle City of Tukwila .l Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0075 Address: 301 BAKER BL Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License .0 South: Sewer: Slopes: No: SANTAPD053PB Permit Center Authorized Signature: DEVELOPMENT PERMIT .0 N/A N Permit No: Status: Issued: Expires: Streams: (206) 431-3670 D99 -0107 ISSUED 09/30/1999 03/28/2000 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERED East: .0 West: .0 OCCUPANT ACURA OF SEATTLE 301 BAKER BL, TUKWILA, WA 98138 OWNER HMI C/O ACURA OF SEATTLE PO BOX 88990, SEATTLE WA 98138 CONTACT DENNIS KIRKPATRICK Phone: 206- 842 -8224 3923 PALOMINO DR NE, BAINBRIDGE ISLAND WA 98110 CONTACT RON OLSON Phone: 425- 778 -2444 23707 48 AV W, MT. LAKE TERRACE, WA 98043 CONTRACTOR SANTA PROPERTIES & DEV L L C Phone: 425- 641 -4242 4509 116TH AV SE, BELLEVUE, WA 98006 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: CONSTRUCTION OF A 4200 SO FT CARWASH WITHIN THE EXISTING BUILDING. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 50,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: Y No: Size(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: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * TOTAL DEVELOPMENT PERMIT FEES: $ 1,111.69 ********************** k****************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * ** ** Date: q o- ` I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p er. Date: 9 —�9 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Stat,is SSUEC+ APP i"I ¶ 1 ►j4, l +' i 99± _issued 09 3u 199 k i:k A 4 °4r• h A, k k k,A A k'4.4k 4! 4 4 4 Li , 4 .+ toe .': t, ' F' >yl 1'k• * ., 441Fk 444N •4444k*441 *444' 9944 4.4 `∎ x1111 t ': 'L:on t i oti f o :t,llariu art i'1 l be' : : .the iiiade !N t.ohe plans Lin icsss 'a 111�r�u'.+e�1 n' aine.er and 'the F.L1i wi Ia 150.1d t0, 0,s Iorl i,I pe?:x m i t,s i n oect i on. records.. en:d 4l,liroveo o I ans s ha 1"I :be; a a i Iahle. at :the .i'lib.,,,.. %it•e or?'lor - t t .the a`AZ any - con s tr "uc.t. tort j h , are .ttI , be' ma.r.nta.ine , and a.va 1 1 - b le urlt.l'3 .1 1na I 1n t: s s.uecc cil a Pi..dVsa1, is aj`r anted :e.f r, 1► 1,,,.1'er )l)i t'4wha Ii be. obt fined i, t hrYo.trs h 'the ` ash m or_,on::: - t .ate Ui'rxlsion :or 9L':iUrii7 :arid,,i'nciusftr ie and ,a 1:,1 a lec+rr ica l f Yt i k!Or 1 wt i ;.ba 4 1f,1Lst. teci ,b t h.,at a .jeilt ?v ('4,,t, ri,i ut 'fi:Iumb41: 15pr mlt. sta I,1 be co.itain d t hrough the eats le :Ott ntyi (),e, p a r tment , of: P 0 b l,lt, 4.1ea'It1 •P l.unib1no wi 1 be `irlsuected rby that 'alien O ` itic.I.udfh.ii'a l l oas plpino } . 0 fit 4 ' ` . 2,1 I • m eo`. 1l.ani 1 wor . ..ha'I I he untie► :separate peril) the. CC,iti . ' 0 , , ia. , A.I 1x ",const.truction to, lie done n`'c0f0r''manc with golf► ove• L Iani ;irld re,.7tl i r emer. t4 et, the , tlnl,fiO m E u I l d nO + ode + I9 / !<'d;i t, :ions as antende'd''. C,Insi f orm Me harry {';ca I 'i«ode . 0995 1 . Ed4i0n? a nd Was,iz.,irrat'm _te trier + v l..ide: (1`•I ' d1 Lion?:. ... , � f t 1it y of Per�`mm t`. The 1.�5'uanc,e • i� a o er m or�'•a'L'r tiv Ip' o l`an1i s 'e.c if l4aat i;oils 4n�l c.ornL utat:'i he I i : not. ' £.e Cor1 :str.tie.d •t+t? X1ea.ti f l'tr or ari aor.'ova.1 any 'iicii c+T ' ,xnv Y1t the or ova's i ons . of the ".hu l . d i na ;:code or 'o7 any }.otllt'�� l�atl . .. tikA:1 C r'•.i e of. the iusdicitiOn . I4o m rerit i r c- su rt m1a'.to: oi'6e authforitv`''to violate or canoe the Ctrov15ion of.:'.th'is rode sha l t ai r.e valid,,- When 's ec: i a l i nsL.eot. on) is required ed e I Cher the : Owner.; archmt;ect or.enuineer shall noti"f'y h t'he I'ukwiIa Bl fi v i i 0T fibs) 1,rrtfl)etit of . ti1C'• ♦�I flSpeOtro a� li i it i or'' the i': 'laui idi n.00. insoe,cytion UOGie ,O.t a1.1 soecIa1 ': ir1:?.pect iOil repcbr tom;: shall be suhlul t.:,ted " to the Sul I`cii90; , Division i n a : ti me I;v manner. F'eoort.s.. sha I I contain atiiress'. pr e iec,t name ;:permi r. 'number; and type Of i nspect I on t e i n9 performed. :-.#. The special insoec;t; •sha t i .s ►bmi t a i final ::;,•t;otrl:ed r,eporrt. stari"r10 .whether thie`. wo:t k` ia;.I •inSOeCt.1Or .wa,, to the best of ' the i nsnect or' know,! edoe : i n .conformance with aopro'led .p larls and specifications arid' the ar•o l i cab I e wprkMenshio pro':15.ion's of 'the LJ ' . . Sts. Notify the City of Tukwila E~'uil,dino_ tii.vision prior to placins any concrete. This procedure is in addition to any requirements for specia i inspect ion. . i 1 . All structural masonry s h a l l be s.clecia i insoec ~ted per llEi+:: - ,Sec. 06(a)7. I.r. All structural 'concrete shall be special irl:.pe. ted (UBC - •Sec' 3lrb(a) ) . )3. All structural weld1nO shall be done by W.A.B.1:1. certified welders And special ins.pecte+.i (UI C - Sec. 306(a)5), 14. all double check, valve assemblies sha 1 1 be approved by the State Department of Health. i5. Sewer and crater utilities shall be plugoed at the mains if • ; • • • , • . • .• • . • • • 1. • , ' • : : • • 1 • 4 , Pro ct Na e/Tn Existing use: jaRetail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value oppstrju;ty Site Address: � � 515 °07ZE ke4 /VB City State /Zip: Tax 13/N2e1; ' Property Owner: 4r-14 4`. 51-a Phone: 4 /ere Str ddr ss ��O G ,/ City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: l eiP,-PAir -le 9kI :5.�t ,..I , P. 5 . Phone: 2 '802- 13'224- Street Address: g s g m t o / u / I l l y a i . / City fate /Zi , s e v w s o ' L r l s l , ! , t f�199 Fax #: / i v Az • i D • 546 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: PESiVIVI5 /4 7 -/cam- Phone: • an •s2 Set Address: City State /Zi : W Z; Plftorr��� Ac VE / J/rY& i 2/� . 9 eT8/ Fax #: • 7S o. S mb Description of work to be done: NEW eAl2 111 / /N ZC/57 4Ub 8e415. Existing use: jaRetail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University ❑ Other Will there be a change of use? ❑ yes J. no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Z. no Existing fire protection features: 1,4 sprinklers ❑ automatic fire alarm ❑ none El other (specify) Area of Construction: (sq. ft.) 40610 gla Building Square Feet: efv, co .a existing Will there be storage of flammable /combustible hazardous material in the building? El yes 171 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKI Permit Center L. 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application El Channelization /Striping El Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sanitary Side Sewer #: ❑ Sewer Main Extension El Storm Drainage ❑ Street Use ❑ Water Main Extension El Water Meter /Exempt #: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal El Miscellaneous 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. Daft applicat nn acr,te�L r Dale � � catloexpl� Appllc n en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPEhM1T.DOC 1/29/97 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW'OF THE FOI:LOWING: (Additional reviews may be determined by the Public Works Department) El Flood Control Zone El Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only • Schedule: BUILDING OW ER OR AUTHORIZED ENT: Signature:7 , ', / .y e I Date: 41../0/79 Print name: ��e Phone: �6. ben. 842# Fax it: , 7ies ,5llk, pe. Azv gA/yyl i Address92,, )5 (,, a rp,Sity /State /Zip / r ALL COMMERCIAUMULTI -f MILY TENANT IMPROVEMENT /A ERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Ca 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 working 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) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan required for Public Works Review (Form H- 9). El Floor plan: show location of tenant space with proposed use of each room labeled El Tr Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Cr Vicinity Map showing location of site P ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ Cr Construction details g ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. f El Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. g ❑ 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 201 Smith Tower, 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 ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 '.■ , • ' • •- • • ' , • • • • . • ••• • • '..1,••• ••■•••••• •••• ■•••• •••••••• ••• • . . • • te4',..4::4■,,4 4r:1;e ik 7 . 4 fr /,‘ *.A 1 ...• • . •3'*, 4**, * 4r‹. *A It. r**li *4.* 4• *'.** IT' * ,9 ti'•:,!:f 0c.; t.tri,17:; 6 99 Cl( tit"' on 1CUU , (4. Ui BL FLC Ifl i I :• ,:fLti Ivae :DE.VPERM 0 HIVNT. PERIII'f ijrcei ; 0 2 2 3 1 0 0 7 5 • , • " • bite 4ddr 301 U1IhI - : • : 1.3i. • • . • • Total ;Fees; 1.111;, 69 h•is:.P1:,vMsimt" 69:3.25 Tot0 .ALL Pmts 1..111.6r:r . • :. . • ... . . Li R i a e . () jc'iun1 . Bode Des cr ipti on • . AITIOttilt :• 60 6/:i2 2 100 DUILOINC4: ONRES 64.3.75 040/345..8:30 PLAN CHECIt UTILITY 10 . 00 904 , STATE. IiIIILDINE; SUP,CHAliCiE • - 4 .50 401/342 . 400 • INSP FEE - 1 J.5.00 • INSP FEE - SME/SSEi 20.00 . : "1497 10/04 ',/719 TOTAL 603:23 • ' • • . • • • • • • • . • • ' •-• •••:-. • • • • *** ** :*•.,4 .,***, , , , , A4* *.**' * A :.** ... ,,,_ ,,, , ..,., ,.. , ,. i :A : ...' *** , i . ..)..A..k*;c:-;i4is::::"e.:.,.!y : •: (i. ,, :'•.''6:::''•; 1 411(40:..:L . .:::' 9 : . ',",', .".l.'''' ' ..:- f'.4,4::.".1i',',' ',....;..;' ''.'.1i.*::‘''2,..,,: ''''''' h. .: . 4.4i -•*4iarir4,44, A * k 7: ,' ; ' 1 ' 9 4 ' Pii?ii - : A . rj t .. . - ,-' . :: i iii . 0 7t i t i ! ti r d . 'I .*:, ; •i t:, I ITIiurt: 4 - E 0 . . 1( : ,:.. . : 1 9 . : t: 4 - b: i' a J ...1 .: THE ' - .1' : :: :•‘,.';:l ; 4 11 r•''.',. II : :'' ... - . :41.8 '44 ..04/02/qq•.11t 4 14; D .''' '^ ii ''', .',._ .. 0107 ..',. ,',.rts"±:P01: ',-. DEY Ptlittl . p. . ., , .., ''. ':. '' : 50iii OpmElvi'..pERKIT.;•. :.; -1 •:,, .... : p . a i.,661,,...-.;.141i0 : :, , n223). o , ,,, , ..,....,.. :.: :,:!..,.., y ,...... , .. : ..,,..:.'.,.:, , .: : ,.: -,,:.; . :::-... .., ... ,:,, ,.•,............„ ite '" ' il'`'O'44....;10.1. -,440„1..„. .................. .•. „•• ' . • .• — p'. ei. .--'-''• '.:‘• -1„Obt.)„b9 .., )'.1*:•,,,,, in•,.....6'ri.1;2:1 ,......., ,:, ,,,...., .., '.'418 ..1Y.4:::..':',T. 01,",it 1 'f));•:. - 1),11t..,5,"' .......' . '..,...,- :188-..:11z.,..1:-)1., *' .....''. A• 1 i A it lk iv 44'1% I e '' 1 IV,* lk It i c I! * 11 * :4 * ir 4 1:* * 1 it 'ik:ic4 •4v1 4i: , .., .• *%, 4r .l4 , 1' 4 c 7!,..*:* * * ti „,*:.•:2.'!,.. *fcic • „, i .. ;, ;. ,.. . , - ' • :, • . • , , , „' ; • , • • • .' • , , 4&6 , 1 0 .. ; • : _.,: ..-• . • ; .. • .1, ,,? A.... ; 7 : : • -• - - ' , • • , .,!:''• ' ; (411i ,C1 . 4 0 t ' •:',' ..: ? ; t, '•: • '. .... .:::. Pciffe O ::;:.... ' :: '1,. ft sr:r 1 P r • • ..,..,•,,,....!•-,,...?, i ...i„, ,, •::.: :ilia: ...4 ' : , • , ' ' '' ..4:' 830, F1L .: .. ';', "-- , .', ....AVCI-IECK - NO .:,-, 101E . • : ,.„ "MO •••• o, • et * or le 'ow 0, • I.,. 1.. • ". ,•••• 1 t , TOTAL 418.44 . • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF,TUKWILA BUILDING'DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 11)99- PERMIT NO. , (296)431-36 / Project: A . es iir Liva. 0 , c 1 c1+11 - e . Typepf Inspectipn: . 94:>c to% -L r S Date called • : Address: Special instructions: Date wanted: 2- Requester. Phone: % *pproved per applicable codes. Ei Corrections required prior to approval. COMMENTS:' L Occi - ter( , P;v,tt I 14ier- 4 r(sIwN \ 010 4?o — Re friyf Ss+ P ei Inspector: '" Date:1 1 3, D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: tt � lo) E. t~ t ru 1 i ii v ji 1-; ` ire ` '.) TOb ` �tiv i s T ■ 1 v1r.,' pc t r of 3.3 F∎ ‘NA ' fr — PTOYv\ ()tit) p051) e ti e5 cilia L L) 1 tr ., cwt i Y'Pr u ' et 5 ..T A pr vi C)1c s L C o p ' / O i OW\ c t\-. l a� SI� ' are 4 `I 1 t ., '.Project: • ,- .;/�� . ti..4 _ • . ueA �'T" : e c` ; T of :Inspection• i -ec —. B L Y9 V ress : " ' , ol - (2c �l.r.,.::. 9 . _ D t Il //2 7, o Special instructions::: 1Co■als1aci �j ��,,� T(41(11 l t hS d,1 Date w ted: . Sri' / f ED p.m. Requester: . ` I 1 ✓h Phone: 2 OtO --4 — / D INSPECTION NO.. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 981 Approved per applicable codes. 'INSPECTION RECti D Retain a copy with permit PERMIT NO. (206)431 -36 c orrections required prior to approval. Inspector : ���Z = n Date: 12. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .4 01444.101(t4.:4,_.mex,w . n iNt c4r.a.�^Agari:rALmel i. ralia Project: . Seaf,14 l-4'c u Fes-- Type of Inspection: r/ -A0,4 Address: 301 Belk -e r V Iva. Date called: + //Woo `Special instructions: Date wanted: , i ' II O .p:mtt Requester- Phone: a © 1 . 0 ?SO -77. 1 INSPECTION Nor INSPECTION. RECORD Retain a copy with permit `CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431 -3670 COMMENTS: 01/ w S-l/k e T c�,e_p cow. 47't , -cl/lC'-&" vat- Gl d>^P -n4.,6 - f- (JA 1�I1 - CJ/L, [ _ Coi cf•!V /J-4r) S A -Q Inspector: Date: (J Ll / Approved per applicable codes. Correction required prior to approval: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: x:l�•h9�._Y.�J ^. .•■ 1 � :4 .;i'.. ... .1.. l.^ . \n .••••M1t... Al: +' „,.t� .. . FftrtM Y • • Project: , A CUra o Sea4- -2 of ,inspection: oil wa-ter se orator Address: Date ailed: !cA « / q9 Special instructions: p Date wanted: a.m. I Z 7- 9 9 p.m. Requester: A' k San-fa Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' 1 A .c# . iL4 .! ' ii _ . �J! A MMP W/ ra Approved per applicable codes. Correct COMMENTS: =FRP PERMIT NO. (206)431 -3670 ns required prior to approval. • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 1 l e .9 - • FCC e ? • . ,00---)-e A 5 S Pd 6' Date called: ! 1 / / /Of GlIdeLa 4 " F, a k%& Sy, ib /de, 4e, 7QjJ2 c . Date wanted: ' � 1 G ty, , ido c 4A (Qtit., Requester: � r / K - %)- f (fl tt fik e .r�t.. Phone: cvG ier. a- 775/ Prole t'` `'''"""` - P / t)ra.t Type of Inspection: iid e ssr„)o- -- Address: ? X i $/ a e ?i [� cr t, Date called: ! 1 1 7 Special instructions: '.. •, , Date wanted: ' � 1 r .� Requester: � r / K - Phone: cvG ier. a- 775/ INSPECTION RECORD/ Retain a copy with perm ft CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 INSPECTION NO. Approved per applicable codes. Inspector: C Receipt No: O ?W PERMIT NO. (206)431 -3670 Corrections re !red prior to approval. Date: jj Date: • $47.00 REINSPECTION FEE REQUIRED. Prior,to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;a aE COMMENTS: --- C116470 - 7 0 /5S ci-froc_T7 o)c' 12.,, /e.0-r/c (,4'(.J I /159X74 7t5 _rrt i & - / 1 7 • ,4V.-ovi r 42 /V - 0 , 9te4SE //t.zee ti?e, Date wanted: i i ov m a.m. 7 P.m. .. PL456. Posr ,6e..00/7 4- P6A i4,7g /-iter2 .., ,i . project: , , ,/ . 1 , I Are c ezuL R Type„of Insoetion: . 1 Addres5: , 4 6. .30/ Date called: • ' Special instructions: 8-7 ,4( : ') leagi-tqa,e,c, Date wanted: i i ov m a.m. 7 P.m. .. Requester: Phone: INSPECTION RECORD Ocici.:0/ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter;Blvd, #100, Tukwila, WA 981 Daty PERMIT NO. (206)431-3670 Approved per applic le codes. 0 Corrections required prior to approval. 97 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Pro ct: ; fM ., 4, Type.of inspection: dd i 4 . r ,./.., : . t 1 D e called: ( (OM /, Special instruh 114'rriAl "45 v"--11- 4e 1. 6 Xj. li Date wanted: Requester:7? Phone; 7.30 - 7754 . , CTION RECORD: Retain a copy with permit INSPECTION NO. ' - . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9 • PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • se-4e 42i4e e 01 r 46,,c,zerie ti $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: or_t_ . ,No• 6 January 2000 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 O ROSENAU & ASSCyCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Free:(888) 0110.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Project: Acura of Seattle Address: 301 Baker Blvd. We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete.. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: l: Reinforcing steel including epoxy - grouted bars 2. Reinforced concrete* *Please Note: Not all 28-day concrete cylinder breaks have occurred, but in those cases, the 7 -day breaks made the required strength. The remaining test results will be sent to you. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. 5 ‘ 402 -"--' /Q c — n Susan Rosenau -Moser Vice President SRM/jp fax c: City of Tukwila Lee Morse Permit Number:. D99 -0107 Job Number: 99 -616 RECEIVED JAN 7 2000 COMMUNITY DEVELOPMENT. Project: Address: Client: Contractor: Report Number: 002 Inspection Performed: RS Acura of Seattle 301 Baker Blvd:, Tukwila :Lee Morse 'Lee,Morse R. Bowersock 12 -10-99 Conies to: ROSENAU & ASCIATES Construction Inspection & Material, Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results Reviewed by: Slab on grade and thickened edge as per approved plans for car wash conveyer tunnel. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 ale or etLf Owner x Contractor Architect x Building Dept. Engineer Project: Address: Client: Contractor: Report Number: 002 Inspection Performed: RS Acura of Seattle 301 Baker Blvd:, Tukwila :Lee Morse 'Lee,Morse R. Bowersock 12 -10-99 Conies to: ROSENAU & ASCIATES Construction Inspection & Material, Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results Reviewed by: Slab on grade and thickened edge as per approved plans for car wash conveyer tunnel. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 ale or etLf if ONO ROSENAU & ASSjCIATES INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Report Number: 00 Inspection Performed: RS ' Project: Address: Client: Contractor: Inspector and Date Conies to: Acura of Seattle 301 Baker Blvd., Tukwila Lee Morse Lee Morse CONSTRUCTION INSPECTION REPORT R.L. Otto(AAR) Arrived on site to perform reinforced concrete inspection. On my amval I was informed contractor would be back 11-19-99 shortly. I then started looking at resteel and found that on the south side of car wash stern wall vertical resteel was outside of form, and new verticals were placed inside of form. New verticals were placed, but not epoxied in place. Checked depth of holes. Hole depth ranged from 2" to 3 5/8*. Holes were not deaned out. When contractor returned I asked him about it. Contractor told me resteel was signed off by inspector from lab of record. Asked contractor for copy of report. The report was not on site. Contractors office was to fax a copy of report to my office for review. Found out from contractor that the verticals that were outside of form is what inspector signed off. Informed contractor he would need a field directive from engineer for epoxy of resteel. Contractor cancelled concrete placement. Page 1 of 1 Permit Number: D99-0107 Job Number: 99-616 Architect Engineer: Inspection Results Reviewed by: • RECEIVED DEC 1 5 1999 COMMUNITY DEVELOPMENT This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction ci this report, except In full, without written permission from our firm is strictly prohibited. Owner x Contractor Architect x Buildispept. Engineer ONO ROSENAU & ASSjCIATES INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Report Number: 00 Inspection Performed: RS ' Project: Address: Client: Contractor: Inspector and Date Conies to: Acura of Seattle 301 Baker Blvd., Tukwila Lee Morse Lee Morse CONSTRUCTION INSPECTION REPORT R.L. Otto(AAR) Arrived on site to perform reinforced concrete inspection. On my amval I was informed contractor would be back 11-19-99 shortly. I then started looking at resteel and found that on the south side of car wash stern wall vertical resteel was outside of form, and new verticals were placed inside of form. New verticals were placed, but not epoxied in place. Checked depth of holes. Hole depth ranged from 2" to 3 5/8*. Holes were not deaned out. When contractor returned I asked him about it. Contractor told me resteel was signed off by inspector from lab of record. Asked contractor for copy of report. The report was not on site. Contractors office was to fax a copy of report to my office for review. Found out from contractor that the verticals that were outside of form is what inspector signed off. Informed contractor he would need a field directive from engineer for epoxy of resteel. Contractor cancelled concrete placement. Page 1 of 1 Permit Number: D99-0107 Job Number: 99-616 Architect Engineer: Inspection Results Reviewed by: • RECEIVED DEC 1 5 1999 COMMUNITY DEVELOPMENT This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction ci this report, except In full, without written permission from our firm is strictly prohibited. Job Number: I 99 -616 I Report Number: 1 004 I Permit Number: 1 D99 -0107 Owner x Contractor Address: 301 Baker Blvd., Tukwila Architect x Building Dept. Date: 12 -14-99 • Engineer Inspected the resteel and placement at I slab infill for new wash bay, westside and remainder. Job Number: I 99 -616 I Report Number: 1 004 I Permit Number: 1 D99 -0107 Test Date Project: Acura of Seattle Architect Address: 301 Baker Blvd., Tukwila Engineer. Client: Lee Morse • Contractor. Lee Morse • Date: 12 -14-99 • Inspector: R. Edwards Inspected the resteel and placement at I slab infill for new wash bay, westside and remainder. 12 -21 -99 Resteel is grade I I , as specified, from 7 Placement Data . Batch Weights Supplier: Cadman Cement (sack/type/lbs.): I /II 564 W/C Ratio: Mix Number: 804330 Sand (lbs.): 1779 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1205 3/8 AEA 5oz Total Yards Placed: 20 Aggregate (size/lbs.): WRA 23oz Placed Via: pump Aggregate (size/lbs.): ASTM C 78 • Vibrated: Fly Ash (lbs.): Required psi (ft): 3000 Water (lbs. /gal):. . Sample Data Yards Slump Air Content Concrete Temp . Ambient Temp Truck • No. Ticket No. • Cast Samples: 1-4 5 5 62 43 221 67776 Cast Samples: • Cast Samples: Compressive X • Weather: I • I Slump Range: I Date Samples Picked Up: L12-15-99 • Comments • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -21 -99 7 6x12 28.30 28.99# 49,040 4210 ASTM C39 X ASTM C 78 ASTM C 109/109M • Compressive X Flexural I Conforms I Does Not Conform Copies to: 0� li'O ROSENAU & ASSJCIATES, INC. Construction Inspection & Material.Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 •Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x I Does Not Confo ��i�i - / //• 9' cte~eet Job Number: I 99-616 I Report Number: I 004 I Permit Number: I 099 -0107 Owner x Contractor Address: 301 Baker Blvd., Tukwila Architect x Building Dept. Date: 12 -14-99 • Engineer Inspected the resteel and placement at I slab infill for new wash bay, westside and remainder. Job Number: I 99-616 I Report Number: I 004 I Permit Number: I 099 -0107 Test Date Project: Acura of Seattle Architect: Address: 301 Baker Blvd., Tukwila Engineer: Client: Lee Morse • Contractor. Lee Morse ' Date: 12 -14-99 • Inspector: R. Edwards Inspected the resteel and placement at I slab infill for new wash bay, westside and remainder. • Resteel is grade I I , as specified, from 7 Placement Data . • Batch Weights Supplier: Cadman I Cement (sack/type/lbs.): I /II 564 Sand (lbs.): 1779 W/C Ratio: Admixtures (specify) Mix Number. 604330 Max Slump Mowed: • Aggregate (size/lbs.): 1205 3/8 AEA 5oz Total Yards Placed: 20 Aggregate (size/lbs.): WRA 23oz Placed Via: pump Aggregate (size/lbs.): 147,710 Vibrated: Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /dal):. • Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck ' No. Ticket No. Cast Samples: 1-4 5 5 62 43 221 67776 Cast Samples: _ Cast Samples: Compressive X Weather: I • Slump Range: I Date Samples Picked Up: 112 -15-99 Comments Flexural Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -21 -99 7 6x12 28.30 28.99# 49,040 4210 ASTM C39 X 2 1 -11 -00 28 6x12 28.27 29.02# 147,710 5220 ASTM C 78 3 1 -11 -00 28 6x12 28.27 28.92# 147,750 5230 ASTM C 109/109M 4* _ Compressive X Flexural Conforms I x Does Not Conform is aroe • Copies to: .aa..�, <ew14,•r5+,51.,1∎1 x .,.. . w. ...ona,.,:.rw,e..,.,n.av,n..... ,•..•..... n•:,, Mm . wet :n;.Y"..., ..1 c ✓:r.1G. r.t,::,en;rinw 5 :511K.•;:11:SrrrS.V55* 01'0 ROSENA & ASSCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 TeI:(206) 725.4600 • Toll Free:(888) OTTO -4•US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Conforms I x I Does Not Conform I This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. ' ep �@pr441ur,�ion of:this r oit; except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 99-616 J Report Number: I 003 I Permit Number: I D99 -0107 Owner x Contractor Size (In.) Architect x Building Dept. Contractor: Lee Morse Engineer Inspector: R. Edwards 1 Job Number: I 99-616 J Report Number: I 003 I Permit Number: I D99 -0107 Test Date Project: Acura of Seattle Architect: Size (In.) Address: 301 Baker Blvd., Tukwila . Engineer: Client: Lee Morse ' • Contractor: Lee Morse Date: 12-13-99 • Inspector: R. Edwards 1 Inspected the resteel and placement at I slab infill for new wash bay (eastside only) bad pump. Cast cylinders only. Resteel is grade I 1 , as specified, from 6x12 Placement Data . Batch Weights Supplier: Cadman Cement (sack/type/lbs.): I /II 564 Sand (lbs.): 1392 W/C Ratio: Admixtures (specify) Mix Number. 603020 Max Slum • Allowed: Aggregate (size/lbs.): 1866 318 AEA 4oz Total Yards Placed: 12 Aggregate (size/lbs.): 28.27 Placed Via: pump Aggregate ( size/lbs.): 5500 Vibrated: yes Fly Ash (lbs.): 3 Required psi (fc): 3000 Water (lbs. /dal): 265 28 Sample Data • Yards . • Slump Air Content Concrete Temp Ambient Temp Truck • No. ' Ticket ' ` No. Cast Samples: 1-4 3 5 61 40 102 67373 Cast Samples: Cast Samples: Compressive X Weather: Slum • Ran • e: Date Samples Picked Up: 12 -14-99 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -20-99 7 6x12 28.30 29.68# 116,420 4110 ASTM C39 X 2 1 -10 -00 28 6x12 28.27 29.68# 154,330 5500 ASTM C 78 3 1 -10-00 28 6x12 28.27 29.73# 153,350 5420 ASTM C 109/109M 4* Compressive X Flexural I Conforms 1 x Does Not Conform scarac Copies to: O10 ROSENAU & ASSLCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax.-(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULT Reviewed by: Page 1 of 1 Conforms I ...rw�xn++w .avteMtr.ewW.rt+ Does Not Conform 1 f _ //•• rri This report applies only to the items tested or reported and is the exclusive property of Otto Rasenau & Associates, InCReproductionr this'rep fr,, except in full, without written permission from our firm is strictly prohibited. J T,',1 le 2000 r , 4...1,1 1 , 1 „ r r Job Number: I 99 -616 I Report Number: 1 003 I Permit Number: I D99 -0107 Owner x Contractor _ Architect x Building Dept. Date: 12 -13-99 • Engineer Inspected the resteel and placement at I slab infill for new wash bay (eastside only) bad pump. Cast cylinders only. Job Number: I 99 -616 I Report Number: 1 003 I Permit Number: I D99 -0107 Test Date Project: Acura of Seattle Architect: Address: 301 Baker Blvd., Tukwila Engineer: Client: Lee Morse " Contractor. Lee Morse • Date: 12 -13-99 • Inspector: R. Edwards Inspected the resteel and placement at I slab infill for new wash bay (eastside only) bad pump. Cast cylinders only. 12 -20-99 Resteel is grade I I , as specified, from 7 Placement Data . • Batch Weights Supplier: Cadman Cement (sacktype/lbs.): I /II 564 W/C Ratio: Mix Number. 603020 Sand (lbs.): 1392 Admixtures (specify) Max Slump Allowed: - Aggregate (size/lbs.): 1866 3/8 AEA 4oz Total Yards Placed: 12 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): ASTM C 78 Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /dal):. 265 . Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket ' No. Cast Samples: 1-4 3 5 61 40 102 67373 Cast Samples: Cast Samples: X • Weather: I • Slump Range: I Date Samples Picked Up: 112 -14-99 Comments • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -20-99 7 6x12 28.30 29.68# 116,420 4110 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural • I Conforms I Does Not Conform _ O i'O ROSENAU & ASSJCIATES INC. Construction Inspection & Material.Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms oes Not Conform Coo(es to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 99-616 I Report Number: I 002 I Permit Number: I D99 -0107 Owner x Contractor Address: 301 Baker Blvd., Tukwila Architect x Building Dept. Date: 11 -29-99 • Engineer Inspected the resteel and placement at I trench wall for carwash conveyor Job Number: I 99-616 I Report Number: I 002 I Permit Number: I D99 -0107 Test Date Project: Acura of Seattle Architect: Address: 301 Baker Blvd., Tukwila Engineer: Client: Lee Morse Contractor: Lee Morse • Date: 11 -29-99 • Inspector: C. Bechtold Inspected the resteel and placement at I trench wall for carwash conveyor 12 -6-99 Resteel is grade I 60 I , as specified, from Cascade/Birmingham Placement Data . Batch Weights Su • • tier: Cadman Cement sa •• • eAbs.: I /II 564 W/C Ratio: Mix Number: 603020 Sand (lbs.): 1392 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1866 3/8 AEA 4.0 Total Yards Placed: 5 Aggregate (size/lbs.): 29.42# Placed Via: pump Aggregate (size/lbs.): ASTM C 78 Vibrated: yes Fly Ash (lbs.): 12 -27 -99 Required psi (f c): 3000 Water (lbs. /gal):. 265 6x12 Sample Data • Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 5 5• 60 50 146 63371 Cast Samples: Cast Samples: X • Weather: • artl sunn • Slum • Ran • e: Date Samples Picked Up: 11-30-99 Comments vertical steel epoxied into slab per engineering change dated 11 -22 -99 Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -6-99 7 8x12 28.30 29.14# 106,880 3780 ASTM C39 X 2 12 -27 -99 28 6x12 28.30 29.42# 135,280 4780 ASTM C 78 3 12 -27 -99 28 6x12 28.30 29.40# 132,900 4700 ASTM C 109/109M 4* Compressive X Flexural • I Conforms 1 x Does Not Conform 0 �'O ROSENA & ASSti CIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel :(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms I x I Does Not Conform 1 I rscara Cowles to: Reviewed by: Page 1 of 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc ctErrilfl!fepoprt, except in full, without written permission from our firm is strictly prohibited. JAN 0 5 2000 COMMU;t; ;Ti Y DEVELOPMENT Job Number: I 99 -616 I Report Number: I 002 1 Permit Number: D99 -0107 Owner x Contractor Address: 301 Baker Blvd., Tukwila Architect x Building Dept. Date: 11 -29-99 Engineer • Inspected the resteel and placement at I trench wall for carwash conveyor Job Number: I 99 -616 I Report Number: I 002 1 Permit Number: D99 -0107 Test Date Project: Acura of Seattle Architect: Address: 301 Baker Blvd., Tukwila Engineer: Client: Lee Morse Contractor: Lee Morse • Date: 11 -29-99 Inspector: C. Bechtold • Inspected the resteel and placement at I trench wall for carwash conveyor 12 -6-99 Resteel is grade I 60 I , as specified, from Cascade/Birmingham Placement Data . ' . Batch Weights , Supplier: Cadman Cement (sac k/type/lbs.): I /II 564 W/C Ratio: Mix Number. 603020 Sand (lbs.): 1392 Admixtures (specify) Max Slump Allowed: • Aggregate (size/lbs.): 1866 3/8 AEA 4.0 Total Yards Placed: 5 Aggregate (size/lbs.): Aggregate (size/lbs.): Placed Via: pump Vibrated: yes Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /gal): 265 • Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck 'No. Ticket No. Cast Samples: 1-4 5 5 60 50 146 63371 Cast Samples: . Cast Samples: Compressive X Weather: I partly sunny • Slump Range: I Date Samples Picked Up: 111 -30-99 Comments vertical steel epoxied into slab per engineering change dated 11 -22 -99 Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -6-99 7 6x12 28.30 29.14# 106,880 3780 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I' x Does Not Conform Conies to: CONCRETE REPORT TEST RESULTS Page 1 of 1 .'! 8ci1%W�ba�:if:xi'i!'•'aPrM'iii �S: F1.' �Y. 7: �: 4"." I:.-: S: n: x: aJ, k.' c': E' r.: bxx*.:: Na:: tr t�.' a.. u, tt >r�em+src.rH:�cnnrnuro.+.�.�wwn Mn., eu�yenxn ...t..w.a�r,x...H.ar<w.., -;. 1+ t.� ��a >.N¢ ,t v� �'N �L'7t( �,. xi.rrotst^t: %:�st;m„ ,r„s. C.�gp, ? ^f:7.�`; :^ P'' �.c. �:"�^ 7R'�`i• l��:'�.�. �4h4M4'v1•:. 1_ 0f ` 0 ROSENAU & ASSCIATES INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Conforms I x I Does Not Conform I RECEIVED DEC 151999 COMMUNITY G )/�r I DEVELgi This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Job Number: I 99 -616 I Report Number: I 001 I Permit Number: j " = D99 -0107 Owner x Contractor Address: 301 Baker Blvd., Tukwila Architect x Building Dept. Date: 11 -15-99 Engineer Inspected the resteel and placement at I slab on grade at reclaim pit Job Number: I 99 -616 I Report Number: I 001 I Permit Number: j " = D99 -0107 Test Date Project: Acura of Seattle Architect: Address: 301 Baker Blvd., Tukwila Engineer: Client: Lee Morse Contractor. Lee Morse ' Date: 11 -15-99 Inspector: R. Marks Inspected the resteel and placement at I slab on grade at reclaim pit • Rested is grade 1 60 I , as specified, from Cascade Placement Data . I Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /lI 560 Sand (lbs.): 1810 W/C Ratio: Admixtures (specify) Mix Number: 36044 Max Slump Allowed: Aggregate (size/lbs.): 1100 3/8 5% ± 1 MBAE 90 Total Yards Placed: 13.5 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs./ I): 44 + gal. Sample Data . Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 11 5.5 62 65 715 483473 Cast Samples: Cast Samples: Compressive X Weather: I N/A placement inside building Slump Range: I Date Samples Picked Up: 111 -16-99 Comments Flexural Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -22 -99 7 6x12 28.29 27.47# 106,040 3750 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms $ Does Not Conform _ Conies to: 041. r4d,:4:lf JI xe :tlTTe,.`!e 4,0kiY:1'A!!A:WttM(M`L:l.:,,4• SM11.r ovmeaAUAmiaW. .w:wwi af'}.....+K mn^ tk M' A:. n. K,.r 1 !!°r■.0.retS`?. 7.7:'.'„'Rwit�: .,2 i�ta '�i�Y. ailPFSMIT04. Ott— 010 010 ROSENAU & ASSOCIATES, INC. Construction Inspection & Material.Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 <� . Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: wwwilttorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 I Conforms I x I Does Not Conform I �y • • . , • • • • . . • " . . • Job Number: I 99 -616 I Report Number: I 001 I Permit Number: I D99 -0107 Owner x Contractor Architect: Architect x Building Dept. Contractor. Lee Morse ' Engineer Inspector. R. Marks 1 Job Number: I 99 -616 I Report Number: I 001 I Permit Number: I D99 -0107 ( Project: Acura of Seattle Age (Days) Architect: Address: 301 Baker Blvd., Tukwila Engineer: Client: Lee Morse Contractor. Lee Morse ' Date: 11 -15-99 Inspector. R. Marks 1 Inspected the resteel and placement at I slab on grade at reclaim pit Resteel is grade I 60 I , as specified, from Cascade Placement Data . Batch Weight Supplier: Miles Cement (sack/type/lbs.): I /II 560 Sand (lbs.): 1810 W/C Ratio: Admixtures (specify) Mix Number. 36044 Max Slump Allowed: - Aggregate (size/lbs.): 1100 3/8 5% + 1 MBAE 90 Total Yards Placed: 13.5 Aggregate (size/lbs.): 28.29 Placed Via: pump Aggregate (size/lbs.): 4910 Vibrated: no Fly Ash (lbs.): 3 Required psi (fc): 3000 Water (lbs./gal):. 44 + gal. 28 Sample Data • Yards Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket No. Cast Samples: 1-4 11 5.5 62 65 715 483473 Cast Samples: Cast Samples: Compressive X Weather: I N/A placement inside building • Slump Range: I Date Samples Picked Up: 111 -16.99 Comment Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -22 -99 7 6x12 28.29 27.47# 106,040 3750 ASTM C39 X 2 12 -13-99 28 6x12 28.29 27.45# 138,780 4910 ASTM C 78 3 12 -13-99 28 6x12 28.29 27.42# 134,350 4750 ASTM C 109/109M 4* Compressive X Flexural • I Conforms I x Does Not Conform *Discarded • Cooles to: 0C - 0 ROSENAU & AS5JCIATES CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Conforms I x I Does Not Conform I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. City of Tukwila Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 All utility construction is to meet the City of Tukwila Standards (available for review at the Public Works Department). The Public Works Department will review your site plan for the following approvals: PLEASE PROVIDE THE FOLLOWING INFORMATION: For Public Works Department evaluation and approval of site plans: (To be combined on permit application site plan) • Indicate scale of drawing • Identify location by address or distance to nearest intersection • Identify public right -of -way & any ease- ments • Commercial site plans require Licensed Engineers Stamp • • = Residential + = Commercial URE CUT /A CCESS S (DEW A :Li 'HANNEIIZATiON /STRIP! imenswns ype of sur •thickness) erce of slope &' Nno di rection Il ze ' of cur cu tsllocalions ; O Vehicular & A edestrian traffic facil t .v • sf nm g g, stripi wheeichatrramps,cuv` Comm ercial only, . ........... ... F / • • El > Type of :ptpe/hydrant 0 Size of pipellocation O Location & type of all valves. Cl.: ,Type of beddmg &' backfill matenatlperce compaction o Distance from structures, storm & sewer fad ties Location &.size of:thrust block) Sprinklervault detail, ,;,,, FLOOD ZONE CONTROL. + + Requirements avadabfe from Public Works Dept, l7 Lowest finished floor s vatio elen O . Contours & elevation per national Geodetic Yerticai Datum (Contact Public Works Dept), LAN AL TERING + (Clearing cut & i711) ❑ Contours (as required •for building permit submit- tai 2' contours) showing existing • & pro • contours o . Estimate of yardage, f both cut & l.. El... Erosion control plan with temporary & perma nent measures •, . • HAULINGIMOVING :OVERSIZ .'.:ANDS f1f 1 . :: L ocatio n of Department of t{ealih:a inierisioris: Vetsized tea rvifa House Movees viers ed LO let e lastic, 4:0.P.? ze& depll of pipe iie.'of meter:& bo Location & elevation of meter I p ermanent & exam Clearly s Pt) onmain o[. domesti servf batman &. ip ofa ` rpeof bedding mpaction::... PUBLIC WORKS SITE PLAN /CIVIL'tiRAWINGS REQUIREMENTS (water meter;; ow whether tap SANITA:R,.Y!SiDE:SE ° : • • o SEWER MAIN`EJfTENSIo Type ofprpe (concrete,: S ize of pipellocall ercent of slope on pipe(length of run ,onnection poinl(s} to existing'system Location of cleanout(s} & testTec(s), manholes `, (sewer main extension only) T of bedding & backfill matenallpercent of compaction evert elevations at structures sanitary side sewer only) Provide monthly service billing informal (sanitary side: sewer: only) ...:.. • .. O , S DRAIN4GE. '.(Include ex fsfin topography & proposed grading & sur(eci " O :: Type of pipe;- concrete;: ADS, etc. 0 : : Size of ❑ Percent of s lope on of run.; El. Location of all structures : ' ze H -9 g1N EXTENSION: > < + • ipe copper, PVC, etc )el(ocabort/depth pesflac Lions / address of hydrae on TER METER IXEMP ...... ERMANENT/ 7EMPORAR fag ram of;domest ibis y stemltie ir of exam Location & elevation f meter box (pe rmanen t (f w ater meter only) Type of pipe (coPP high density molecular plastic, ducdie)(perntanent water meter only) Location & type of tap (permanent water meter only) Type o f b & bacicf ill materials /per compaction (pemtar en wate meter onl W tfilling/re information & monthly service iafdrm orm available at • Public.Works Departm }, 4/98 FOR FURTHER CLARIFICATION ON PUBLIC WORKS SUBMITTAL REQUIREMENTS OR FOR FURTHER ASSISTANCE PLEASE CONTACT THE PUBLIC WORKS DEPARTMENT AT (206) 433 - 0179 Water mains crossing sewer shall be laid to provide a minimum vertical distance of eighteen inches (18 ") between the outside of the water main and the outside of the sewer. The water main shall be located above the sewer. At crossings, one full length eighteen feet (18') of water pipe shall be located so both joints will be as far from the sewer as possible. Special structural support for the water and sewer pipe may be required. Surface water crossings. A minimum cover of four feet (4') shall be provided over the pipe. When crossing water courses which are greater than fifteen feet (15') in width, the following shall be provided: A. The pipe shall be of special construction having flexible watertight joints. Valves shall be provided at both ends of water crossing so that the section can be isolated for testing or repair; the valves shall be easily accessible, and not subject to flooding; and the valve closest to the source shall be in a manhole. C. Permanent taps shall be made on each side of the valve within the manhole to allow insertion of a small meter for testing to determine leakage and for sampling purposes. State Department of Fisheries approval is required for any stream crossing. The Developer shall apply for and receive approval prior to construction. W.3.35 Taps. Tapping tees for "size -on- size" shall be of the full encirclement "mechanical joint" style, and shall be made of either cast or ductile iron. Mueller or other approved equal. Tapping sleeves for other than "size -on- size" shall be "mechanical joint" or "epoxy coated fabricated steel ". Fabricated steel sleeves shall be constructed of ASTM 285 grade C or ASTM A.36 steel, with a fusion bonded epoxy coating to AWWA C213 -79. Painted coatings are not acceptable. Sleeves shall have a machined groove for maintaining gasket position. All sleeve hardware shall be stainless steel, specification 18 -8 Type 304. JCM brand or other approved equal. W -9 3/4" and 1" W.3.36 Blocking. All Tees, plugs, bends and hydrants shall be provided with reaction blocking per the City's standard plans. Tie rods or joints designed to prevent movement may also, be required. Concrete shall originate from a commercial batch plant. All tie -rods shall be painted with a bituminous coating. Concrete blocking shall be cast in place. Blocking shall bear against fittings only and shall be clear of joints so as to permit dismantling at the joint. Backfilling shall not occur until the blocking obtains 3000 psi strength. All fittings shall be wrapped with plastic sheeting. W.3.4 DOMESTIC WATER SERVICE/METERS All domestic and/or industrial consumption of water, except for fire- lines, shall be metered. Water service connections and plumbing shall conform to relevant Seattle/King County plumbing codes and City of Tukwila standards. All domestic water service connections require an approved water meter permit from the Public Works Department. 1. Single family residential water service connections shall be a minimum of three - fourths inch (3/4 ") and use copper tubing type K from main to meter w/o joint and materials between meter and house must be approved by the current Seattle/King County Plumbing Code. 2. Water service connections to other than single family residential shall be a minimum of one inch (1 ") type K copper from main to meter w/o joint. 3. All pipe and fittings shall be rated for pressure of twice the maximum working pressure. Water services to be connected to an existing, in- service, water main, shall be made by a wet tap. The costs (labor, supplies, and equipment) for the completed installation shall be reported on the bill of sale form as a condition of acceptance of the installation. 1. Tapping Saddle: Single strap Rockwell, Mueller, or approved equal (iron pipe thread). 2. Corporation Stop: Mueller H -10013 or approved equal. W -10 ~ . 6. Angle stop: Mueller H- 14258. Meter tail piece shall contain angle cheek valve. Meter Setter: Mueller H- 1470 -2 or approved equal, set four inches (4 ") to six inches (6 ") from finished grade. Pipe: Type K copper tubing. Meter Box: Olympic Foundry #511 or approved equal for 3/4" meters. #2 Fogtite or approved equal for 1" meters. Plastic meter boxes may be used in landscape areas only. Solid steel 1/2" diamond plate lid is required in traffic areas. 1 -1/2" and 2" 1. Tapping Saddle: Double strap Rockwell, Mueller, or approved equal (iron pipe thread). 2. Corporation Stop: Mueller H -10013 or approved equal. 3. Meter Valve: Jones, J -372F, or approved equal, one on each side of the meter. Highest point of valve to be 8" to 10" below finish grade. Meter setters may be used in place of meter valves. The meter setter must have a check valve on the downstream side and a built -in bypass assembly with lock wing (Mueller). Bypass Assembly: A 1" bypass assembly will be installed on all 2" services; optional on 1 -1/2" services. 5. Pipe Material: Type K copper tubing or high molecular weight black polyethylene pipe, with tracerwire. Pipe to be bedded in pea gravel, sand, or crushed rock (3/4" minus or smaller). 6. Meter Box: Fogtite #2 with 1/4" diamond plate solid steel lid or approved equal for 1 -1/2" meter; Fogtite #3 or a 2' x 4' meter box with 1/4" diamond plate solid steel lid for 2" meter with three 12" minimum risers. Lids must have a hinged inspection plate, centered over meter. Plastic #2 in planter area. Tapping Tee: refer to Section W.3.35. Tapping Valve: Mueller T- 2360 -16 or approved equal. Valves to be . complete with valve box. Rich or Olympic Foundry with 18 ". top section. Meter Valves: Mueller A- 2370 -6 with hand wheel or equal. One on each side of the meter. The valve shall be set upright with the highest point being eight inches (8 ") to ten inches (10 ") below finish grade. Pipe Material: Ductile Iron Class 52. Pipe to be bedded in pea gravel, sand, or crushed rock (3/4" minus or smaller). Swing joints must be installed at the tapping valve, at the meter valve, and at any change in direction of the service line when using galvanized pipe. Concrete thrust blocks and steel tie rods will be used at any change in direction of the service line when using ductile iron pipe. Bypass Assembly: Service must be installed with a 1 -1/2" meter bypass assembly. Flange spacing for bypass will be 13 -1/4 ". Meter Box: 3'x4' vault, depth shall be a minimum of 28 ". The bottom of the box shall be below the bottom of the meter. A 1/4" diamond plate traffic lid shall be installed. A hinged inspection plate is to be installed over the meter register for meter reading, with meter 7 " -9" from top of inspection plate. 6" and larger 1. Tapping Tee: Refer to Section W.3.35. 2. Tapping Valve: Mueller T- 2360 -16, or approved equal. 3. Meter Valves: Mueller A- 2370 -6 with hand wheel or equal. One on each side of the meter. Pipe Material: Ductile Iron Class 52. Concrete thrust blocks and steel tie rods will be used at any change in direction of the service line. W -12 Concrete Thrust block NOTES: C 1. THIS IS FOR TAPS ON CEMENT UNDD DUCTILE PIPE. 2. ASSEMBLY TO BE PRE — TESTED BEFORE DRIWNG. 3' MIN OR 3 TIMES DIA. OF THE TAP WHICHEVER GREATER Resilient Seat Gate Valve Provide 0 ring seal per T.M.C. FULL BODIED, CAST IRON TAPPING TEE AND VALVE Not to ecala. • ( ■ MATCH • STREET SECTION ' (SEE PAVEMENT PATCHING STANDARD PLAN) 5/Er MINUS CRUSHED ROCK UNLESS OTHERWISE APPROVED BY THE CITY. BACKFILL dc BEDDING: 5/8" CRUSHED ROCK. NOTE: • ALL 13ACKF1LL SHALL BE COMPACTED TO 95% OPTIMUM DENSGY. City of Tukwila TRENCH BACKFILL STREET R/W Woi to ma.. DATE: 11/22/96 Ws-10 ■ Z64/1444444/141.41/4/..4441.441.44444/11/.4441 , I=' +igi -ii i -!I.1 I IEI� ■ NOTE 1: GENERAL NOTES: City of Tukwila 24 MIN METER BOX LED METER BOX,CTYP) METER BOX,CTYP) ELEVATION END VIEW 1 -1/2' SR METER = 13 -1/4' SENSUS METERS TO BE SUPPLIED AND SET BY THE CITY 2' COMPOUND METER = 15 -1/2' ABOVE REFERENCED PART NUMBERS REFER TO ITEMS MANUFACTURED BY MUELLER. THESE OR EQUIVALENT FITTINGS TO BE USED. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL. METER BOX TO BE SUPPLIED BY DEVELOPER. FOGTITE #2 WITH 1/4' DIAMOND PLATE SOLID STEEL UP FOR 1 -1/2' METER. FOGTITE M3 OR 2'X4' WITH 1/4' DIAMOND PLATE STEEL FOR 2' METER WITH THREE 12' RISERS. MUST HAVE HINGED INSPECTION PLATES, CENTERED OVER METER. PLASTIC k2 IN LANDSCAPE AREAS ONLY. SEE SECTION W.3.4 OF CITY STANDARDS. 1 -1/2" & 2" METER SETTERS DATE: 11/26/96 Wet to .n1.. WS -15 roo m may \woomfr 7aa CONCRETE VAULT DATA STEEL COVER DATA -3/8" FLOOR -PLAIN OR W/ 7 1/2" ROUND OR 7 "x14" READING LIE METER SIZE IZE CAT NO. DIMENSIONS —I.D. WEIGHT PERTIER WIDTH LENGTH 12' 16' OVER ALL SIZE TOTAL WEIGHT NO. PCS. SIZE EA. PIECE WEIGHT EA. PIECE 2' 724 21 1/2' 45 1/2' 321 425 24' x 48' 130 1 314' 734 33 1/2 45 1/2' 373 493 36' x 48' 209 2 24' x 36' 105 6' 746 45 1/2' 69 1/2' 540 473 48' x 72' 407 2 36' x 48' 204 NOTE: LID WITH HINGED INSPECTION PLATE. SEE WATER METER DETAIL FOR ADDITIONAL RISER SECTIONS NEEDED. METER BOX FOR 2' METER, 3' METER, 4' METER, AND 6' METER. City of Tukwila COMMERCIAL WATER METER BOX Not to =Ala DATE: 11/22/96 WS -17 ■ . . . • " , . ' TRucTuR4. CALCULATIONS ACURA OF SEATTLE CAR WASH 301 BAKER BOULEVARD TUKWILA, WASHINGTON RFA PROJECT#: 990259-01 TELEPHONE: FAX: Uri 1-fr. 1*1 DATE: 6/29/99 ASSOCIATES CONSULTING ENGINEERS 2030 FIRST AVENUE SUITE 203 SEATTLE, WASHINGTON 98121 (206) 256-1803 (206) 256-0197 G iNeoo' oil 9 ° 00 0 vev' I EXPIRES WO/ e" ? • 1 Del ete- 01p o7 I. Building Code: II. Design Loads: A. Ceiling B. Floor C. Wind D. Seismic E. Lateral Earth III. Materials (design stresses): A. Soil Allowable bearing pressure = Friction (sliding coefficient) = Passive bearing pressure = Perimeter frost depth = Interior footing depth = B. Concrete Foundations F'c = Walls, columns F'c = Structural slabs Pc = C. Masonry F'm = D. Reinforcing Fy = E. Steel Rolled WF shapes Fy Plates, bar & other rolled shapes Fy = Pipe Fy = Tubing Fy = R O B E R T I Otiti.\ I 1 Uniform Building Code 1997 Unrestrained at top = D.N.A. 1000 psf D.N.A. D.N.A. pcf 1.5 feet 1.67 feet 3000 psi 3000 psi D.N.A. psi 1500 psi 60 ksi 50 ksi 36 ksi 40 ksi 46 ksi Subject: DESIGN CRITERIA Project: Acura of Seattle Car Wash A S S O C I A T E S Client: Kirkpatrick & Associates Ceiling live load = 20 psf Ceiling dead load = 20 psf Floor live load = D.N.A. psf (corridor) Floor live load = D.N.A. psf Floor live load = D.N.A. psf Wind speed = D.N.A. mph, Exposure = Seismic zone = 3 Z = Soil profile type = Sd Ca = Pressure (soil fluid density) Restrained at top = D.N.A. I wind = 0.3 I seismic = 1.00 0.36 ap = 1.00 Rp = 3.00 Assumed Special inspection? Yes ASTM A615, Grade 60 ASTM A572, Tech. Bulletin #3 ASTM A36 ASTM A53, Type E or S, Gr B ASTM A500, Gr B RFA #: 990259 -01 Date: 6/26/99 Sheet No: 1 . PROJ.: Acura of Seattle # : 990259 -01 12 ' f w; .8i^ v° -4i' j 8" C.M.U. hx (height -ft)= t — b = 12 Wp =Wt.(psf) = 6 2.; (� 48" ;c As vert. (inA2/ft)(min) = 0.0007Ag = 0.00 :' #; "" #5;'x' ';`(2):#5 F'm (psi) =1, 500 4;0` n , As hor. (in^2/ft)(min) = 0.0013Ag = 0.00 oc Fs (ksi) = BENDING: Fb (psi) = 0.33F'm = 495 hx(ft)= 12 Ca = 1.33 Fb (psi) = 658 hr(ft)= ; 2Z, Ip = ti100 Feq.(psf)= (apCalp /Rp)(1 +3hx/hr)Wp =19.6 Feq.(max) = 4.0 *Ca *Ip"Wp = 89.3 Feq.(min) = 0.7 *Ca *Ip *Wp = 15,6 M (f-# / f)= Feq. *h02/8 = 353 #5048" o;c 48 381r REINF.. As (in ^2) =4:31 S = Spcng (in.) = d (in.) = p = As/bd = 0.002 INSP.: n = 22 NO INSP.: n = 44 np = 0.037 np = 0.075 k = 0.238 j = 0.921 2/kj = 9.12 as(in. "2 /ft) = 0.0775 MAS.: fb = 12M(2/kj) /bd^2 fb = 221.7 . <::= <:_ Fb = 495 psi STEEL: fs = 12M /Asi *d fs = 15.6 Fs = 24.0 ksi Compression: 160' P1 (p /f) = P2 (p /f) = Wall D.L. / 2 = 372 P (p /f) = P1 + P2 = 532 4:6,:.: " ;, ;. Eqiv. Thk (in.)= fa (psi) = P/A = 9.6 266; . ;,>?'' Fa (psi) = .25F'm(1- (h' /140r) ^2) = 319 h' = 144 r = h' /r = 54 < 99 Combined Stresses: (fa / Fa) + (fb / Fb) = 0.48 < 1.33 OKAY Wall Anchorage: Feq.(psf)= (ap'Calp /Rp')(1 +3hx/hr)Wp 29.4 ap' = 1.5 Rp' = 3.0 Pw.a. (p /f) = 177 Pw.a. (p /f) min. = 280 MasWallDes.xls 06/26/1999 12:51 PM 1 . , . , • • ":" t ■-■■••A 0 g. C CZ:11— I rs) SQ 44 1t I CA r Q — m c: cb7 c" zlo */, ! \/ • cc\ — 7.4:- G. Lr-IPv—L.- 74a Sol - sarvi.. Aeoke... x ?lC Gitzs'S 3319 cAt", z t-T 0 C c) ' - cool 9s7 .41.+ 0, 19 , 7 T4 ,S " 1 /7.-" - QAT: @ • •G/g 4. 4 IL:7' %. (5067 `-- 4." 1W (2.4 3 o. ( ■, o c:o1c../41 "14 ROBERT 1 (2(2 Ayl] 100. II AS CONSUIZING ENGINEERS C.. a nnar-rr re. L.) IN•N n:": i - t■ei lc., p coC c Arr_ PROJECT 14. t (1.14. (2/4 11, A 55oc CLIENT DESIGN RFA NO. G.A.G DATE SHEET NO. 'PROJECT: Acura of Seattle - Car Wash PROJ. NO.: 990259-011 ANALYSIS OF NEW OPENING IN EXISTING CONCRETE WALL 25.-o- 8'- 0" 1 P roof 1 New Opening Spacing x Length x (Dead Load + Live Load) / 2 = 4781 Wall weight (psf) = 75 Base = NOTE: Concentrated Roof Loads do not fall within area of influence over opening, therefore, only dead load of wall needs to be considered. 18' - 6" Typical 1 1 16' -Cr 1 Assume unreinforced concrete and determine flexural tension stresses. W = (Base*Height/2)*1Nall Weight = 4800 M = 5*W*U48 = 8000 (Fixed End Mom.) b = 6 d 36 f comp. = f ten. = M / S = 74 Fc = 1.6*(Pc^0.5) = 88 fc < Fc OKAY — W conc. = 4800 Height = Base/2 = 8 Assume F'c = :3900;.!;‘4 S. b*d^2 / 6 = 1296 MITCHELL ENGINEERING INC. n F- Vti2.14 frA‘t=1 f* 114 isgolf-, - re $. rt- *.it;11-11. 1-lar a5if=0-1fipl I A* !,11-r 41 WALL ciuALL. ufiLL To &L. 1 reA 7:‘ , erte./•'1 b&LC:10‘ Fia.064 kiiOrrW 6q.kri 46‘. la i5ri VOrigir4 INArrLig, n • • ' A A -• • 4 fAhi a -E.61Atipi .... .. "'"'"*".. .'• . , . . . . .. . .. , .. . . , 7821- I68th Ave. N.E. Redmond, WA 98052 (425) 747-1500 lie*Arkezi AV rri .5AusTrfrit PREPARED BY PROJECT (-41- -'10• DATE /44042 SUBJECT A — " f JOB NO. C2911,r7 SHEET NO OF 3 MITCHELL ENGINEERING INC. VA►4 1.1' PREPARED BY DATE ' I1 ;I llfl l 1 1 _#4 A-4-a i $ \hone -AL IiioxiJ Cv Exl T Gat..lc 1 .1I 41 141 I .I- III I 111‘ 1 4 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 7'( 1 Ti? ► rr4=1 II! IA a.� IN�T� f Lid*. L. PROJECT L SHEET NO. 1 ' 1 ' . OF SUBJECT, Ac M PT JOB NO. 0,01107 1908 Mr:.Ron Olsoii 23707 48th Avenue West Mount Lake Terrace, WA 98043. • E: Permit Application No.,D99 -0107 301 Baker Boulevard Sincerely,;. Stefania Spencer Permit Technician \ss Xc: Permit File No. D99 -0107 City of Tukwila Department of Community Development Out records indicate that on October:9, 2001; one hundred and eighty days (180) will have passed with no inspections having been called for under Tukwila Building Permit No D99 - 0107. ,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. If your project has been completed please call for 9 final inspection: 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 Division at (206) 433 -7165: Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • 7ukwlla, Washington 98188 • Phone: 206.431.3670 • Fax; 206.431.3665 City of Tukwila Department of Public Works TO: Brenda Holt, Permit Coordinator FROM Joanna J. Spencer, Public Works Development Engineer January 12, 2000 Acura of Seattle Revision No.: 1 Permit No.: D99 -0107 Review Approval Steven M. Mullet, Mayor James F Morrow, RE., Director The above revision covers relocation of the approved reclaim pit and addition of Utility , Vault 660SA north of new car wash area. This has been approved on January 12, 2000 and entered into the Sierra Permit System. cc: Applicant (with copy of revised plans) Development File (with copy of revised plans) PW Utilities Inspector (with copy of revised plans) (doc128) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206 -431 -3665 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: R'C&I/yQ p SC Location: 30 / 3tzker ) v CL File #: L99-0107 Action: denied Date: 7-82.- /799 Reviewed By: vOanfl , fir PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS Prepay and ped fy d- - Th rsiona.Q .2ti- 5u brr?i,t a s d p 1�S120wi h sew6r Co v ection 044. Wter inn ecfi or) /-- protPaSeCi C42 wash.. CDokciina.te wi/c 3hoo5 loc&J - /o✓? wat&f- T 5 2x151Li r� wa - S2rvi'c e (4 2 c. -a - e ec,J 2 ° o f Way rn au is needed. es, s ko t,,) 10 ceer2)&Io m tr2d (n ,1- ca6u 8-9 ) I"? Rd comm t te,ker cas ft l671- CO/r Ar/Q/A. aeL /9 0/ j;Ddt / receiv-ed., this ,Qe ter. City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director • Dennis Kirkpatrick 3923 Palomino Drive NE Bainbridge Island, WA 98110 Dear Mr. Kirkpatrick: CORRECTION LETTER #2 Development Permit Application Number D99 -0107 Acura of Seattle 301 Baker BI This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. 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. Corrections /revisions must be made in person and will not be . accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0107 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 • . •,, •, •, , • • • City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments regarding your application for permit. 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431-3672. Sincerely, Pith. /%/at Brenda Holt Permit Coordinator encl xc: File No. D99-0107 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 PUBLIC VV PROJECT REVIEWCOMMENTS Project Name: /9( Location: File#: .1)9 0107 Action: Date: Reviewed By ‘100.0.140... PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 H VAL-VUE PW STANDARDS PRE-APP PROBLEM AREAS 5abirit a. leer otziknin car . /Aic-sA 0 Ote,r ma//4 (;one.rn i3 le.o.„er7 kask/ n e /4-1 es d2-7 1 wide-itc(-21-ricat/e5. 0/1 BUILDING DIVISION REVEIW Tukwila Building Division 6300 South Center Blvd. Tukwila, WA 98188 206-431-3670 Date: 04/21/99 Project Name: Acura of Seattle car wash Building Permit application Application #: D99-0107 Ken Nelsen, Plans Examiner Plan Reviewer: Please respond to the following Building Division comments in an itemized letter and revised plans or documentation as applicable. 1. Provide stamped and signed engineering structural calculations for general structural work. In the calculations, identify the project impact to the existing construction. An example would be the "reclaim pit" to the existing till-up wall and footing. In the structural calculations, include expansion bold sizes and embedment depth. Examples include, the 6" metal channel ledger shown at the top of detail 1 on sheet A-2 and, the 5/8" expansion bolts on detail 4. This Information must also be reflected on the plans. 3. Clarify the height of the new CMU equipment room wall. 4. Provide a footing detail for the new CMU wall where the existing slab will be saw cut and the new lower drain slab connect 5. Show detail connection of the existing slab to the new lowered slab in general. No further comments at this time. PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS Walt 4 f gfr4 c10-) dative COMP. PLAN MISC. STUDIES WD125 PRE-APP CIP MAINTENANCE NEEDS VAL-VUE PROBLEM AREAS 06(.40/4 (Ap I 1,A) CIC-Gf • OF SEAT esponse to:Correction letter ' AA . Revision # `1 After Permit Is Issued DEPARTMENTS: P n g Division II1 P ubljc yVprk - 17 S DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Approved U'RROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP MA Firp4 revir Structuralctura „(Q' Complete 0 Incomplete U Comments: TUES /THURS ROUT! G: Please Route Structural Review Required c V iing Di�is Permit Coordinator DUE DATE: 1 -6 -2000 Not Applicable No further Review Required i co REVIEWER'S INITIALS: DATE: APPROVALS OJf CORRECTIONS: (ten days) DUE DATE 2 -3 -2000 Approved with Conditions ❑ Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Original'Plan Submittal MBER 099 -0 DATE 8 -19 -99 .` esponse to Correction Letter # :. URA OF :SEATTLE Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Builcin l Division ublic Rya-in-17 DETERMINATION OF COMPLETENESS: (Tues.; Please Route \PRROUTE.DOC 5/99 PLAN REVIE /ROUTIN Complete Comments: TUES /THURS ROUTING: Fire Prevention 4S aat. - aft Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: S IP Planning Division Ala 9-4-.19 Permit Coordinator DUE DATE 8 -24 -99 Not Applicable n No further Review Required ■ REVIEWER'S INITIALS: DATE: DUE DATE 9 -21 -99 Approved _ Approved with Conditions 4J Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved r7 Approved with Conditions Not Approved (attach comments) DATE: gt PeArtrn't-E- aora. ctio PLAN REVIEW /ROUTING SLIP DEPARTMENTS: Building Divisiop Public Pu l r d Z2 cr Fire Prevention G "i1 n Structural Complete Ei Incomplete n TUES /THURS ROUTING: Please Route Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -1 -99 Planning Division `VA_ 1 —(-11 Permit Coordinator No further Review Required Not Applicable I Comments: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 7 -29 -99 Approved n Approved with Conditions E Not Approved attach comments) ER COWL 1/14 L - 11 ( fr2■ WWII q REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions Not Approved (attach comments) Ei WRROUTE.DOC 5/99 DATE: REVIEWER'S INITIALS: DATE: hM +r.a.rw W w.ti.H.0 .wm .w- r..w..w.r.+�..�............ - w4roCaMNrv{ R. ts' NrcmN4vea^.' u�fY+ �c4 'W'lY.'Awrtar�nlSnMnCSNY+.1.✓, ■\+ v.w wn�n...+..�w+a ACTIVITY NUMBER: D99 -O07 DATE: 4 -2 -99 PROJECT NAME: ACURA OF SEATTLE XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: id_ng Division y U 1 ^z( -t9 Public Wo iteed TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved — Approved with Conditions ❑ Approved 1PR•ROUTE.DOC 6/98 CORRECTION DETERMINATION: C.; Perv'+ Coo4. PLAN REVIEW /ROUTING SLIP (2 Fire Prevention Structural -7 '11 Oa— C Con Uh on c v 1 itv.ei,d e d - 4--' REVIEWERS INITIALS: Planning fli vision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 - - 99 Complete Incomplete n Not Applicable IT Comments. Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) No further Review Required REVIEWERS INITIALS: DATE: DUE DATE: 5 - - 99 Not Approved (attach comments) S DATE: DUE DATE. Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE. P� �k8�' I. kM'tnux.•.r'runwax::s City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -- S 0 0 ❑ Response to Incomplete Letter # 0 Response to Correction Letter # Revision # 1. after Permit is Issued Project Name: Pt G tn{' o, (- Se_a. v \ P Summary of Revision: 1 P,1 n c_ A cec`c,,i rr ) cxx• o. i A U av■Vk 660 A Sheet Number(s): 1_ .cyk 2. Received at the City of Tukwila Permit Center by: lEr Entered in Sierra on � — E-20 0 0 m- n�... Mre�r.. rwea ...law wto�eM.»i..hw�vxrhuL.+uM Plan Check/Permit Number: 0 9 9- 0 O 7 Project Address: 30 \ R 'ke.r Contact Person: o r\ e.( r Phone Number: ,O6 — 7 3 0 - � 7 7-5� REVtSIO\ NOL rov "Cloud" or highlight all areas of revision including date of revision John W. Rants, Mayor Steve Lancaster, Director RPCaVED MY OFTUKWILA JAN -52000 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Date: City of Tukwila 0 Response to Incomplete Letter # Response to Correction Letter # o� Revision # after Permit is Issued -F Project Name: / (L. ra. 6 Project Address: 20/ _ L 4Cjz i fit/ aC Contact Person: R 91' (946 6 .491 2 Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta � QQ91". 0/ C 7 Plan Check/Permit Number: ..1:) { Phone Number: l 2 J!"' 17 s a 1 4 1 1 V Summary of Revision:G( ,4 i /l+ , (62 44Jg1/ Oo f p n&(r ©pt 6 6.i ?? v o i7as fo/- � date, f Pd Gar ArA . ,YQ �yh w je %j'? RECEIVED CITY OF TUKWILA AUG 1 9 1999 Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center by: ( 9 ;- - O� �} 0 Entered in Sierra on (� l I PE914IT f.FNTER John W. Rants, Mayor 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 Date: tQ' )∎ ❑ Response to Incomplete Letter U . Response to Correction Letter ❑ Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project Name: A Project Address: 3a Otigte Contact Person: Summary of Revision: 6 CAL.cs JNCL(47E7 - Ngw P rAll— 7Nlzou414 geaAJM PST, z) Ptiv Foci' PEPTI -1 APPED 7) PANS RE,47,/7 OE CML! WNi4L4 ADDF� 7Z 7 7a�v A 4) foa per /-11 c. ,4pP P NEL() cAlM -- ,A 'I 5) NEw 17ETA)L AP1 )7 74 SHov✓ ld1./%/ c. 44 NEw OLP 544/3 CPI TJL ,) JUN 2 9 1999 Sheet Number(s) PERMIT CENTER "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center D&C. [Entered in Sierra on Q' 2R Plan Check/Permit Number: P4'1- owl Phone Number: 006 ezz - CITY OF 3/4/99 Revision No. Date • Received Staff Initials Date Issued Staff Initials Staff Initials I - 0 I ( 1 -- 1 -'tJOD Summary of Revision: t meet.; oh d+- , a • .. • . _. ` et c ir-4 a f- ui . 1∎41 vat. 4- to /0 SA. - Received By: 1 o^ a c f r./ Revision No. 1 Date Received Staff Initials Staff Initials Date Issued Staff Initials I I I 1 Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Revision No. ✓el.f.c. ! Ot+.. YZnti .:lttc+u.�J'- 'a *O"(tS.4in;rh :1':}Sr!n4'J:i;�Y+.i PROJECT NAME:, c -'.:.i Sea Site Address: 301 ? alLer �31u Date Received REVISION LOG Staff Initials •'- 'i{:�,:!kf'r2w� rdE4. iLrnt"h e,::ff'.o"., :t ?:a`a: :; �t5:.i�:K iAt "tom .""io! lino' 1�t: Ja4? ff�?R-' P�±*A'Rgi�S!tgnT,1�.:LAS ".. ^.'; �. lir • PERM f NO:. 010 Original Issue Date: Received By: Date Issued (please•{rint) (please print) (please print) (please print) Staff Initials Summary of Revision: (please print) Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0107 (512) Re: Acura of Seattle - 301 Baker Blvd. April 7, 1999 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 57$4439 John W. Rants, Mayor I Page number 2 review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Fire Departmen e Tukwila Fire Prevention, Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax: (206) 575-4439 � TAX ACCOUNT NUMBER 022 310 0075 LEGAL DESCRIPTION THE NORTH 469' OF TRACT 7 ANDOVER INDUSTRIAL PARK NO.2 ACCORDING TO PLAT AS RECORDED IN VOL. 7 OF eLATS, PAGES 68 & 69 RECORDS OF KING COUNTY, WASHINGTON. BUILDING CODE NOTES PROPERTY ZONE TUC (TUKWILA URBAN CENTER) CONSTRUCTION TYPE TYPE VN SPRINKLERED OCCUPANCY M -1 RETAIL SHOWROOM TOTAL BUILDING AREA 83180 S.F. AREA OF TENANT IMPROVEMENT 4200 S.F. VICINITY MAP • NORTH New Car Wash for Acura of Seattle 301 Baker Boulevard P.O. BOX 88990 Seattle, Washington 98138 AGURA GO DEEP :o./It ll CITY Of TUIIWItA APPROVED p� ect to errors and Imez violations of US The responsibility fasts totally with the Ot revisions to these void this acceptance of revised drawings field inspection by STING LANDSCAPING T3' - C I BAKER BLVD. RECLAIM PIT EXISTING SHOP ItISPEcT &emeryAL Cotp;TIONS Note: The location and depth of the existing 6 inch diameter side sewer stub is based on information provided by the contractor and field observations. The location, depth, nor existence of the side sewer has not been confirmed in the field nor from as- built records. Prior to the start of construction, the contractor should field locate the side sewer to confirm the pipe size, location, material and depth. C.0 TAP " EAST. WATER FOR GAR NAS:, 134=K. 90 YtFJA far ®f '(itl lie Icr. SIo, -AS 6" 5NB NEW CARNASH AREA SEE GAR NASH EQUIPMENT SHEETS M1 -.5 INCLUDED WITH THIS SU8' -I TTAL INFINITI 24" DEE 24" DEEP o f" OcI These Stan on, adopted for the desiync drawing, t and will requi for subseque Final the Public Qw 9 SEPARATE PERMIT REQUIRED FOR: CHAN1CAL EJztCTRICAL D PLUMBING C C 0.; PiPiUG C :Ts' i,F TUKWILA FILE COPY ... Plan - ..: c. cod omissions c F:=. ,:_.s not authorize the violates cP : - - : :_d code or ordinance, Receipt of con'tractor's opy of approved plate _.. ed. SITE PLAN qk SCALE: 1" = 30' - O" NORTH RECEIVED t)sci -c)10--7 CITY OF TUKWrzA PERMR CENTER I- - I ` gg :en H Y Sy N CJY I i23iL3.43\ . rr� \fi, � — e J®+ f C VO r) re- ' Sul I . .o 1F .�'I teat 7a k+ c. 1 NCTIM ; : his '- R_NTON 2 c R • - 1 Si RILLA ua I : , 1 _v I � i / TAX ACCOUNT NUMBER 022 310 0075 LEGAL DESCRIPTION THE NORTH 469' OF TRACT 7 ANDOVER INDUSTRIAL PARK NO.2 ACCORDING TO PLAT AS RECORDED IN VOL. 7 OF eLATS, PAGES 68 & 69 RECORDS OF KING COUNTY, WASHINGTON. BUILDING CODE NOTES PROPERTY ZONE TUC (TUKWILA URBAN CENTER) CONSTRUCTION TYPE TYPE VN SPRINKLERED OCCUPANCY M -1 RETAIL SHOWROOM TOTAL BUILDING AREA 83180 S.F. AREA OF TENANT IMPROVEMENT 4200 S.F. VICINITY MAP • NORTH New Car Wash for Acura of Seattle 301 Baker Boulevard P.O. BOX 88990 Seattle, Washington 98138 AGURA GO DEEP :o./It ll CITY Of TUIIWItA APPROVED p� ect to errors and Imez violations of US The responsibility fasts totally with the Ot revisions to these void this acceptance of revised drawings field inspection by STING LANDSCAPING T3' - C I BAKER BLVD. RECLAIM PIT EXISTING SHOP ItISPEcT &emeryAL Cotp;TIONS Note: The location and depth of the existing 6 inch diameter side sewer stub is based on information provided by the contractor and field observations. The location, depth, nor existence of the side sewer has not been confirmed in the field nor from as- built records. Prior to the start of construction, the contractor should field locate the side sewer to confirm the pipe size, location, material and depth. C.0 TAP " EAST. WATER FOR GAR NAS:, 134=K. 90 YtFJA far ®f '(itl lie Icr. SIo, -AS 6" 5NB NEW CARNASH AREA SEE GAR NASH EQUIPMENT SHEETS M1 -.5 INCLUDED WITH THIS SU8' -I TTAL INFINITI 24" DEE 24" DEEP o f" OcI These Stan on, adopted for the desiync drawing, t and will requi for subseque Final the Public Qw 9 SEPARATE PERMIT REQUIRED FOR: CHAN1CAL EJztCTRICAL D PLUMBING C C 0.; PiPiUG C :Ts' i,F TUKWILA FILE COPY ... Plan - ..: c. cod omissions c F:=. ,:_.s not authorize the violates cP : - - : :_d code or ordinance, Receipt of con'tractor's opy of approved plate _.. ed. SITE PLAN qk SCALE: 1" = 30' - O" NORTH RECEIVED t)sci -c)10--7 CITY OF TUKWrzA PERMR CENTER I- 30' 0 30' SCALE: 1 = 30' EXIST 2" METER EXISTING LANDSCAPING C ) C WA EXIST 1 WATER ACURA BAKER BLVD. SEC. 26, TWP. 23 N., RGE. 4 E., W.M. NEW 6 P SEWER 1E =95.23 660 SA OIL/WATER SEPARATOR 6 IE =95.33 6 lE =95.50 TAP 1 EXIST: WATER FOR CAR WASH EXISTING SHOP EL. = 100.00 42' NEW CARWASH AREA SEE CAR WASH EQUIPMENT SHEETS M1 — E2S INCLUDED WITH THIS SUBMITTAL INFINI TI 6 DEEP NOTE. THE LOCA770N AND DEPTH OF THE EXISTING 6 INCH DIAMETER SIDE SEWER IS BASED ON INFORMA 770N PROVIDED BY THE CONTRACTOR AND FIELD OBSERVADONS. THE LOCA 770N, DEPTH, NOR EXISTENCE OF THE SIDE SEWER HAS NOT BEEN CONFIRMED IN THE FIELD NOR FROM ASBUILT RECORDS. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHOULD FIELD LOCATE THE SIDE SEWER TO CONFIRM THE PIPE SIZE, LOCA 770N, MATERIAL AND DEPTH. VICINITY MAP (NOT TO SCALE) GENERAL NOTES: OWNER: ACUCA OF SEATTLE 301 BAKER BOULEVARD P.O. BOX 88990 SEATTLE, WASHINGTON 98138 DEVELOPER: LEE MORSE GENERAL CONTRACTOR, INC. 1401 52nd A VENUE EAST FIFE, WASHINGTON, 98424 (253) 922 -2000 ENGINEER: PETERSON CONSULTING ENGINEERS 4030 LAKE WASHINGTON BLVD. N.E. SUITE 200 KIRKLAND WASHINGTON, 98033 (425) 827 -5874 TAX ACCOUNT NUMBER 022 310 0075 LEGAL DESCRIPTION: THE NORTH 459' OF TRACT 7 ANDOVER INDUSTRIAL PARK NO.2 ACCORDING TO PLAT AS RECORDED IN VOL. 7 OF PLA TS, PAGES 68 & 69 RECORDS OF KING COUNTY, WASHINGTON. g ra have WM _ " Y" .. with curtest standards. c C tto errors and ons which 0 e v',',t -- 1s of d standards The r o h pity e adequ tot he ner. feel to Ilse ngs after Mkt Vold thI cc ;.:snce ond will require a of revised ed d wings for subsequent tWit acceptance fi to fielu InspectianbJ 7►l� Public Woks wlAr..a Or. e BY' .I' REVISIO � no. I i9OIO7 RECEIVEb CITY OF TUKWiLA JAN 5 500 PERMIT CENTER 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, WA 98033 Tel (425) 827 -5874 Fax (425) 822 -7216 g<1<<<<<<<<<< IMEMEMEMMEMMEEMM HAROLD F. PETERSON PROJECT MANAGER DESIGNER H. PETERSON CAM: B. OENNEY CHECKED: H. PETERSON DATE 12/27/99 FILE NAME BSILMO01 I EXPIRES: 6/7/00 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER LMOR-0001 SHEET NUMBER 1 or NEW TUBE STEEL REINF. SEE DETAILS B, G, AND 4 THIS PAGE AIR DRY :R NEW OPENING CUT INTO EXISTING WALL GUTT.' N NEW OPENIN IN EXIS TING TILT -UP CO NCR E TE A PANEL A5 RHO IN ELEVATOR 1/A -2 ASSUMES THERE 15 A 005115UC 5 CONCRETE STRIP FOOTING BELOW THE EXISTING WALL. . �NTRAGTOR TO VERIFY PRIOR TO CUTTING NEW ORE INC. IF A CONTINUOUS STRIP FOOTING DOES NOT EXIST NOTI =Y THE ARCHITECT IMMEDIATELY FOR DIRECTION. 55 MIL DRIP SPACE SA SCUT SLAB FOR NEW FOOTING EQUIPMENT ROOM SEE EQUIPMENT PLAN M1 - E25 NEW b" CmU WALL WASH PACKAGE DIRECTION OF TRAVEL 4 GENERAL STRUCTURAL NOTES (the fWowing apply unless shown otherwise on the plans) CODE: ALL CONSTRUCTION WAALL CONFORM WITH THE UNIFORM BUILDING CODE (IBC) 199 EDITION. SSRU DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDNG AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBUTY AND SHALL NOTIFY ARCHTECT OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECJNQIES, SEQUENCES OR PROCEDURES REQURED TO PERFORM NS WORK: CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED W WRITING TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL 'NOT SATnOWY 055 REQUREMENT. DRAWINGS INDICATE GENERAL.AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE SIMILAR CHARACTER TO DETALS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO RENEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGI THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DESIGN UVE LOADS: BASIC WIND SPEED 80 MPH (EXPOSURE B)• SEISMIC ZONE 3 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQURED. NOTIFY BUILDING DEPARTMENT FOR BULDNG DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. EXPANSION BOLTS EXPANSION BOLTS SHALL BE MLn "KWIC BOLT I" ANCHOR SYSTEM OR APPROVED EQUAL. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. STRUCTURAL STEEL GRADE ASTM A36, Fy = 36 KSI UNLESS NOTED OTHERWISE. STRUCTURAL TUBING COLUMNS ASTM A500, GRADE B, Fy = 46,000 PSI. ALL STEEL EXCEPT STEEL EMBEDDED N CONCRETE SHALL BE OVEN ONE SHOP COAT OF APPROVED PAINT SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED EY ARCHITECT /ENONEER BEFORE COMMENCING FABRICATION. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND N ACCORDANCE WITH AWS D1.1. MINIMUM WELDING SHALL BE 3/16 INCH. -ALL WELDS SHALL BE MADE USING LOW - HYDROGEN ELECTRODES WITH UM TENSILE STRENGTH - 70 KS. - CONCRETE: F'c - 3000 psi @ 28 days MASONRY: Fm = 1500 psi (Special Inspection Required) REINFORCING: ASTM A 615, Grade 60 (Fy = 60 ksi) SOIL BEARING - Assumed Allowable 1000 psf LOADS: Ceiling Live Load 20 psf Ceiling Dead Load 20 psf FLASH FLOOR TOP OF T/U PANEL N SEC B /S SEE (TYPICAL) 2 - EXISTING CHORD REINF 446 BARS - VERIFY LOCATION FOR EXPANSION BOLT INSTALLATION T P SAWCUT 5005 IN THIS AREA 0 DOOR OPENING NO. 2 ELEVATION (NTERIOR ELEVATION) SCALEc NOTES: 1. VERIFY ALL DIMENSIONS. 2. REMOVE PORTION OF EXISTING T/U PANEL BY SAW CUTTNG. DO NOT OVER CUT AT CORNERS. 3. DO NOT CUT ANY EXISTING REINFORCEMENT. VERIFY. LOCATION OF EXISTNG CHORD REINFORCEMENT. 14' -11" LINE OF SAUICU7 IN 5, RECLAIM PIT - SEE SHEET SS 75,-3" EXIST T PANEL n 1/4 REMOVE PORTION OF NOT O VERCUT L CORNERS) DETAIL SCALE: 3/4 " =1' -0" TS 8x6x1/4 R 3/8 "x 9 1/2" x 1' -1 W/ 2 -5/8" DIA EXP BOLTS AT 10" 0/C EMBED 4" NON -SHRINK GROUT . (1 1/2" M .0) =III 11 EXIST SLAB ON GRADE SECTION SCALE: 3/4 ".4-0" TS 8x6x1/4 / 8 " -1" W / AT 3/ 10 Ox4x1'DDR BOLTS (TORQUE TO 110 FTrLBS EXIST T/U PANE 5Yi' MIL O PANEL DO I NOT OVERCUT CORNERS) dD SECTION ,SCALE 3 4 "mY -0" 1:p re q9 n PLACE EXP BOLT 6" BEYOND OPENING N EXISTING T/U PANEL '(EMBED 3 ") L 8x4x1/2 W/ 1 -5/8" ((DIA EXP BOLT EA END BEYOND EDGE OF OPENING) SAWCUT SLAB IN THIS AREA FLOOR FLAN 0 SCALE 4 b" THICK CHU WALL - GROUT ALL CELLS FL' REINF. OR RMB. ITEMS 1 -1S BAR METAL CLOSURE STRIP METAL CEILING PANEL BOND BEAM 1 2.5 BARS - e 4' 00 HORIZ. REINF. FULLY GROUTED CELLS .✓ 1.5 BAR 0 4' CG VET. REAF. u5 0 10' O.G. TO / MATCH CMU REINF. 2 - b5 BARS CONT. D CITY Of TUKWILA APPROVED SEP 1 7 1999 AS NOICD BU'LD 010/5105 P 0 C 'C7 � Cl z O 4 O .� Q G�i n.I or 3 A -2 CIT) q , ERM:, CENTER - i dAl ti /1X9X8 SI c. CI 1 .o 1 L 8x4x1/2 wwnwwww�w,www�+w�wwwwww� J L �1 NEW DOOR OPENING , 16' WIDE x14' HIGH .. o-s I M li All l ikk, ler II NEW TUBE STEEL REINF. SEE DETAILS B, G, AND 4 THIS PAGE AIR DRY :R NEW OPENING CUT INTO EXISTING WALL GUTT.' N NEW OPENIN IN EXIS TING TILT -UP CO NCR E TE A PANEL A5 RHO IN ELEVATOR 1/A -2 ASSUMES THERE 15 A 005115UC 5 CONCRETE STRIP FOOTING BELOW THE EXISTING WALL. . �NTRAGTOR TO VERIFY PRIOR TO CUTTING NEW ORE INC. IF A CONTINUOUS STRIP FOOTING DOES NOT EXIST NOTI =Y THE ARCHITECT IMMEDIATELY FOR DIRECTION. 55 MIL DRIP SPACE SA SCUT SLAB FOR NEW FOOTING EQUIPMENT ROOM SEE EQUIPMENT PLAN M1 - E25 NEW b" CmU WALL WASH PACKAGE DIRECTION OF TRAVEL 4 GENERAL STRUCTURAL NOTES (the fWowing apply unless shown otherwise on the plans) CODE: ALL CONSTRUCTION WAALL CONFORM WITH THE UNIFORM BUILDING CODE (IBC) 199 EDITION. SSRU DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDNG AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBUTY AND SHALL NOTIFY ARCHTECT OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECJNQIES, SEQUENCES OR PROCEDURES REQURED TO PERFORM NS WORK: CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED W WRITING TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL 'NOT SATnOWY 055 REQUREMENT. DRAWINGS INDICATE GENERAL.AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE SIMILAR CHARACTER TO DETALS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO RENEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGI THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DESIGN UVE LOADS: BASIC WIND SPEED 80 MPH (EXPOSURE B)• SEISMIC ZONE 3 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQURED. NOTIFY BUILDING DEPARTMENT FOR BULDNG DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. EXPANSION BOLTS EXPANSION BOLTS SHALL BE MLn "KWIC BOLT I" ANCHOR SYSTEM OR APPROVED EQUAL. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. STRUCTURAL STEEL GRADE ASTM A36, Fy = 36 KSI UNLESS NOTED OTHERWISE. STRUCTURAL TUBING COLUMNS ASTM A500, GRADE B, Fy = 46,000 PSI. ALL STEEL EXCEPT STEEL EMBEDDED N CONCRETE SHALL BE OVEN ONE SHOP COAT OF APPROVED PAINT SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED EY ARCHITECT /ENONEER BEFORE COMMENCING FABRICATION. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND N ACCORDANCE WITH AWS D1.1. MINIMUM WELDING SHALL BE 3/16 INCH. -ALL WELDS SHALL BE MADE USING LOW - HYDROGEN ELECTRODES WITH UM TENSILE STRENGTH - 70 KS. - CONCRETE: F'c - 3000 psi @ 28 days MASONRY: Fm = 1500 psi (Special Inspection Required) REINFORCING: ASTM A 615, Grade 60 (Fy = 60 ksi) SOIL BEARING - Assumed Allowable 1000 psf LOADS: Ceiling Live Load 20 psf Ceiling Dead Load 20 psf FLASH FLOOR TOP OF T/U PANEL N SEC B /S SEE (TYPICAL) 2 - EXISTING CHORD REINF 446 BARS - VERIFY LOCATION FOR EXPANSION BOLT INSTALLATION T P SAWCUT 5005 IN THIS AREA 0 DOOR OPENING NO. 2 ELEVATION (NTERIOR ELEVATION) SCALEc NOTES: 1. VERIFY ALL DIMENSIONS. 2. REMOVE PORTION OF EXISTING T/U PANEL BY SAW CUTTNG. DO NOT OVER CUT AT CORNERS. 3. DO NOT CUT ANY EXISTING REINFORCEMENT. VERIFY. LOCATION OF EXISTNG CHORD REINFORCEMENT. 14' -11" LINE OF SAUICU7 IN 5, RECLAIM PIT - SEE SHEET SS 75,-3" EXIST T PANEL n 1/4 REMOVE PORTION OF NOT O VERCUT L CORNERS) DETAIL SCALE: 3/4 " =1' -0" TS 8x6x1/4 R 3/8 "x 9 1/2" x 1' -1 W/ 2 -5/8" DIA EXP BOLTS AT 10" 0/C EMBED 4" NON -SHRINK GROUT . (1 1/2" M .0) =III 11 EXIST SLAB ON GRADE SECTION SCALE: 3/4 ".4-0" TS 8x6x1/4 / 8 " -1" W / AT 3/ 10 Ox4x1'DDR BOLTS (TORQUE TO 110 FTrLBS EXIST T/U PANE 5Yi' MIL O PANEL DO I NOT OVERCUT CORNERS) dD SECTION ,SCALE 3 4 "mY -0" 1:p re q9 n PLACE EXP BOLT 6" BEYOND OPENING N EXISTING T/U PANEL '(EMBED 3 ") L 8x4x1/2 W/ 1 -5/8" ((DIA EXP BOLT EA END BEYOND EDGE OF OPENING) SAWCUT SLAB IN THIS AREA FLOOR FLAN 0 SCALE 4 b" THICK CHU WALL - GROUT ALL CELLS FL' REINF. OR RMB. ITEMS 1 -1S BAR METAL CLOSURE STRIP METAL CEILING PANEL BOND BEAM 1 2.5 BARS - e 4' 00 HORIZ. REINF. FULLY GROUTED CELLS .✓ 1.5 BAR 0 4' CG VET. REAF. u5 0 10' O.G. TO / MATCH CMU REINF. 2 - b5 BARS CONT. D CITY Of TUKWILA APPROVED SEP 1 7 1999 AS NOICD BU'LD 010/5105 P 0 C 'C7 � Cl z O 4 O .� Q G�i n.I or 3 A -2 CIT) q , ERM:, CENTER BUILD. COL. NOTE: FIELD VERIFY DEPTH AND SIZE OF FTC. THIS CAN BE CONE AFTER SLAB 15 REMOVED. NOTIFY ARCHITECT IMMEDIATELY 0 CONDITIONS ARE NOT AS INDICATED. ()SECTION EXIST. GONG. SLAB NEW GONG. SLAB 07ETAIL 1 1/2" = 1' - 0" SLOPE AS NOTED x 6 W2.F x W2.4 WWF m MID -DEPTH OF SLAB 44 x i' - 6" DOWEL m 16" O.G. m MID DEPTH OF 5,13 DRILL INTO EXIST. SLAB 4" AND SET WITH EPDXY GROUT NEWT(` OPENI SECTION O 1/4" = V_;0 . LL fV 1 1/a" NOTE: FILED VERIFY DEPTH BELOW EXTERIOR GRADE AND PROJECTION FROM THE FACE OF WALL ON THE EXTERIOR SIDE. INVEST1GATE AT PILASTER AND BETWEEN PILASTERS SECT IO N SECTION EXISTIN WALL O lL 1 1/2" = 1' - 0" 1 2 EXIST. WALL TOP OF EXIST. FTC. EXIST. TILT UP CONC. WALL G3 "x3 "x1/4" W/5/3 "01.0. HILTI KWIK BOLTS m 4' - 0" O.G. 4" MIN. EMBED. ETAIL C . ) 1:31 D ETAIL EN 3" x 1/4" CONT. NV 1 /a" 010. x 6" NELSON HEADED STUDS m 32" O.G. 20 GA. 1 V2" TYPE H5B -36 /—\ CLAY. DECK BY YERCO 1 � MFG. GO.OR EC�UAL WELD DECK TO FLAT BAR NV1," DIA. FUDDLE WELDS 1a"O.G. -TYP. GROUTED BOND BEAM #5x8 "DOWELm 4'- O "O.G. DRILL 7/6" DIA. HOLE 4" INTO EXST. CONC. WALL AND SET W/ EPDXY GROUT D9 9-O(O7 4 -x5 g 2' " 0.0. EX5T. GONG. WALL ADO 1 -.5 VERT. EACH SIDE OF DOOR OPENING ADD 2 - .5 HORIZ. OVER DOOR OPENING n5 N MATCH HORIZ. WALL REINF. TYPICAL TYP. WALL REINF. HOOK m DOOR OPENING SPOOR OPENING ELEVATION CITY Of TUKWILA pppNOVED SEP 1 7 1999 AS NU'dD B1,i1_6Ih CA rl 7 z REC a Cry of TUKW!L4 000iaER C A -3 of 3 PIT LENGTH (90' CONVEYOR LENGTH + 1' -6') C1J EL. - 100' -4 1/2' EL 100.38' (REF) 1' - 6' 1' -0' EL. 100` -4 1/2' EL 100.38' (REF) GENERAL NOTES 1. DRAIN PIPES TO BE 6'. SLOPE 1/4' PER FOOT TOWARD RECLAIM PIT OR SEWER CONNECTION. 2. ONE 1 1/2' X 1 1/2' OPEN CHASEWAY PLACED INSIDE BOTH ENDS OF BUILDING ON BOTH SIDES OF TROUGH. CHASEWAYS ALSO SPACED EVERY 7 FEET OF LEVEL SECTION BESIDE TROUGH FOR ENTIRE BUILDING LENGTH. 3. ALL DIMENSIONS MUST BE HELD TO +/- 1/8' OR SERIOUS 4' DIA. PVC PIPE CHASE STUB -UP 6' ABOVE FLOOR 3' FROM WALL WITH - LONG SWEEP ELBOW I II II I I I LONGITUDINAL SECTION THRU TROUGH DISCHARGE TO SEWER OR CITY - APPROVED CLARIFIER PER LOCAL CODE. INSTALLATION AND OPERATION PROBLEMS MAY RESULT. SLAB IS INTENDED TO HAVE SLIGHT UPHILL GRADE. 4. REFER TO DRAWING 'E2', ELECTRICAL UNDERGROUND CONDUIT STUB -UP FOR LOCATION OF CONDUITS REQUIRED IN SLAB. 5. CONSIDER PROPERTY ELEVATION IN RELATION TO STREET & DEPTH REQUIRED FOR CAR WASH DRAIN LINE FROM SUMP PIT TO MAIN SEWER CONNECTION. 2 1/2' x 2 1/2' x 1/4'4 OPEN CHASEWAY. SEE NOTE 2 & DETAILS 4, 5. II 6' DIA. PIPE. SLOPE 1/4' PER FOOT TO SEWER DRAN TROUGH 0 L SYSTEM SLOPE DOWN - -� CONVEYOR / / / / / SHELF PLAN VIEW VIEW OF 6' DIA. DRAIN PIPES TO RECLAIM SEWER 2 1/2' x 2 1/2' x LEVEL 4' PCV CHASE. 2 -6' DIA. 'PIPES SLOPE. 1/4' PER FOOT TO RECLAIM PIT. RECLAIN —J SEE NOTE 12 AND SHEET 'S3' WOOD DAM e' -0' 6. ADJUSTABLE WOOD DAM SHOULD BE LOCATED AS NECESSARY TO MANAGE MIXING OF WASH WATER AND RINSE WATER. 7. SLAB MUST HAVE RAISE OF 1 INCH IN EVERY 20 FEET OF CONVEYOR. 8. NOTE THAT DIMENSION OF CONVEYOR SHELF BELOW TUNNEL FLOOR HAS CHANGED FROM PREVIOUS SLAB LAYOUTS. ADDITIONAL SHIMMING BELOW CONVEYOR MAY BE REQUIRED. f— LEVEL' \ WORD DAM F / /// /// / FT // � / / // )) ) // OPEN CHASEWAYS. SPACED 87' -0' ON LEVEL SECTION (TYPICAL> SEE.. NOTE 2 & DETAILS 4, 5. 4• PVC STUB UP UI .. — SLOPE DOWN - 4' DIA. PVC POPE CHASE STUB -UP 6' ABOVE FLOOR 3' D SREE L L WITH LONG SWEEP ELHOW VIEW OF DIA. DRAIN IT TD RECLAIM PIT OPEN CHASEWAY. SEE % NOTE 2 & DETAILS 4, 5. OPEN CHASEWAYS. SEE NOTE 2 & DETAILS 4, 5 i • 9, DIMENSIONS' BASED ON 90' ',RCV, CONVEYOR. 10. ALL MATERIAL & LABOR ON THIS SHEET ARE TO BE SUPPLIED BY GENERAL CONTRACTOR. 11. GRADE TO BE LEVEL 20 FEET OUTWARD FROM ENTRANCE AND EXIT ENDS OF CONVEYOR. 12. RELATIVE LOCATION OF RECLAIM PUMP TO RECLAIM PIT IS CRITICAL. IF PIT IS RELOCATED, PUMP MUST BE LOCATED SO THAT THE. PIPE LENGTH BETWEEN PIT & PUMP IS 20' MAXIMUM. do not scale dwg. CORRELATOR PIT SEE SECTIONS 3 & 9. 3' X 3' X 3/8'4 2 1/2' X 2 1/2' X 1/4'4 DIRECTION OF TRAVEL 3' -0' SLOPE FOOT FDDT SLOP DDWN 1 /8' P ER FOOT THIS NUMBER /LETTER IS THE DETAIL NUMBER ON INDICATED SHEET SLOPE DOWN Hanna - Sherman International, Inc. TAKE -UP BOX SEE NOTE 11. THIS NUMBER /LETTER IS THE SHEET WHERE THE DETAIL IS LOCATED. / EL 100' -0' k•7/ EL 100.00' (REF) a CITY OF TURWEA APPROVED, SEP 1 7 1999 AS NOTED BLVThREG 011'15)0 EL. 100' -0' EL. 100.00' (REF.) The plans bearing this legend and the accompanying specifications have been prepared by Hanna- Sherman International, inc for the party whose name appears In the title box in connection with the .proposed erection of an automatic car wash at the location shown.' Same are the exclusive property .of Hanna - Sherman International, Inc. and are subject to return upon demand. By acceptance, the prospective customer agrees not to divulge, use e or copy. the .same without the written consent of Hanna- Sherman International, Inc.' The information contained Is submitted In good faith as an assistance In laying out the car wash. We will not be responsible for. errors or omissions, nor legal code of underwriting requirements. E, E, GO O N DWG NO. J CO CO SHEET N❑. 5 o f 10 a 9 -0' 2' -0" GTYROFE TU E KWILq PERMIT CENTER EDGE CONCRETE W/ CONCRETE 1 1/5' FINISHING TOOL SEE NOTE #2 ON SHEET S1 POST SLOPE UP -1/8' PER FT. DEPTH OF FOOTING -- \1 SEE DETAILS 5 & 6 VARIES PER LOCAL '4� I THIS SHEET CODES THIS -SURFACE MUST BE HELD PLUMB AND STRAIGHT ENTIRE LENGTH OF CONVEYOR 12' -6" A 1 1/2' 6' -6 3/4' c SLOPE UP i /B' PER FOOT DPEN CHASE WAY. SLOPE BO7TOM UP1 /8' PER FOOT. 3' -4' -e-- LEVEL — A a SEE DETAILS 5 & 6 THIS SHEET - 1/2' X 1/4' FLAT BAR CONT. TACK VELD 88' � — LEVEL FLOOR SURFACE THIS SURFACE MUST BE HELD PLUMB AND STRAIGHT ENTIRE LENGTH OF CONVEYOR 7' 6 SYSTEM 3' -5' A 6' -6 3/4' L SYSTEM 1 3/16'. DIAMOND PLATE TROUGH COVER BY CONTRACTOR 2 I/O' X 2 1/2' 5 1/4-4 OPEN FOR WATER DRAIN SLOPE UP 1/8' PER FT. y . — DEPTH OF FOOTING VARIES PER LOCAL DIRECTION 6' CODES OF TRAVEL 2 1/2' X 2 1/2' X 1/4'4 W/ 1/2' X. 4' ANCHORS 2 -0" O.C. MAX, BY CONTRACTOR .12' -6' qq- 0 (07 ) ( 1 °11 SLOPE IJP 1/8' PER FOOT —� 2 1/2' X 2 1/2' X 1/4' W 1/2° X 4' ANCHORS 2 - -0' C.C. MAX. BY CONTRACTOR DEPTH OF FOOTING J VARIES PER LOCAL -�'�- CODES 4' DIA. PVC PIPE CHASE FROM CONVEYOR TAKE UP BOX i WALL SEE SHEET 'Si' FOR OPENING DIMENSIONS EL. 99' -11' 6' CONCRETE WALL #4 REBARS @ 1' -6' O.C. HORIZONTAL & VERTICAL 24 REBARS @ 1' -6' O.C. HORIZONTAL & VERTICAL \ PIT MUST BE DRAINED TO CONVEYOR TROUGH TYP. 6' -0 3/4' 3° X 3' X 3/8' 4 BY CONTRACTOR SYSTEM 13' -1 1/2' 4' PVC PIPE CHASE USE LONG SWEEP ELBOW STUB INTO PIT EL. 99' -11' 6' -0 3/4' 12' -I 1/2' INSIDE DIMENSION (CLEAR> C -3 CORRELATOR BLOCK —OUT do not scale dwg, 6' •�v-- D TH OF FOOTING `— 6' X 6' 10 /10 WELl D WIRE MESH IN FLOG 3' X 3' X 3/8'4 W/ ANCHOR BOLTS @ 24' D.C. MAX. (BY CONTRACTOR> 5 1/2' Ilk Nir DEPTH OF FOOTING VARIES PER LOCAL CODES NOTE: ALL SECTIONS ON THIS SHEET ARE FROM SHEET Si Hanna- Sherman International, Inc. CITY Of TURWILA APPROVED SEP 1 7 1955 AS NOTED (T1JILDYJG DIVTRION The plans bearing this legend and the accompanying specifications have been prepared by Hanna - Sherman International, inc for the party whose name appears In the title box in connection with the proposed erection of an automatic car wash at the location shown. Same are the exclusive property of Hanna- Sherman International, Inc. and are subject to return upon demand. By acceptance, the . prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. The information contained Is submitted In good faith as an assistance in laying out the car wash, We will' not be responsible For errors or omissions, nor legal code of underwriting requirements. DWG NO. Cq j • 73 s SHEET NO 6 of iX Cl7y A ErY.Faitq 7 PERMIT CENTEF DISCHARGE TO SEWER 15'0 X 48" BARREL SCREEN (BY HANNA- SHERMAN) 4"0 C.I. OR PVC PIPE DISCHARGE TO SEWER DETAIL I• #4 REBARS @ 1' -6" O.C. HORIZONTAL & VERTICAL IN ALL WALLS & FLOORS. CONCRETE BAFFLE 1/4" COVER PLATES 6' -6° BARREL SCREEN 3/4" MARINE PLYWOOD, REMOVABLE DROP IN BAFFLE 1 1/2' X 1 1/2" X 1/4" (4 REQ'D) ANCHOR BOLTS (8- REQ'D) CONCRETE BAFFLE S3/ 3' -6" 3' -6' 3 DETAIL 6" M - \ 3/4' MARINE PLYWOOD, REMOVABLE DROP IN BAFFLE RECLAIM PIT PLAN 1 1/2" X 1 4/2' X 1/4" (4 REQ'D) 22' -6" 1 RECLAIM PIT SECTION 3 3/4" PLYWOOD BAFFLE 3/4" PLYWOOD BAFFLE CONCRETE BAFFLE 8' -0 ANCHOR BOLTS (8- REQ'D) BAFFLES J #10 6' -0" 9' ' -0' 10 GA. GALV, SHEET METAL "Z° WATER BARRIER ALL EXTERIOR WALLS DETAIL GENERAL NOTES: 6 °0 C.I. PIPETS FROM TROUGH 1. ELEVATION OF 6" C.I. PIPES FROM TROUGH TO PITS IS TO RECLAIM PIT. MINIMUM SLOPE 1/4" DETERMINED BY THE DISTANCE OF FITS FROM CONVEYOR PER FOOT FROM WASH WATER. TROUGH AND THE FALL OF. PIPES TO PIT. TRAYS WHY "VARIES" IS USED IN LIEU OF A DIMENSION, FOR SIMILAR REASONS THE ELEVATION OF THE 4" OUTGOING PIPE TO THE SEWER MUST BE FIELD DETERMINED. THE OVERFLOW OPENING IN THE DIVISION W,iLLS SHOULD 1/4° COVER BE :LOCATED ACCORDINGLY. PLATE 2, SEE DRAWINGS "S1" & "S2" FOR ADDITIONAL & CORRESPONDING NOTES. 3. ALL 6" DIAMETER PIPES ARE TO BE CAST IRON (C.I.) OR APPROVED EQUAL. SLOPE 6" DIAMETER PIPES 1/4" PER FOOT (MINIMUM) TOWARD PIT. (B`( CONTRACTOR) 4. DEPTH OF RECLAIM PIT OR CLARIFIER VARIES WITH GRADE & LOCATION. 5. ALL MATERIAL & LABOR ON THIS SHEET ARE TO BE SUPPLIED BY TE.L SENERAL CONTRACTOR - EXCEPTION BARREL SCREEN BY HANNA - SHERMAN. 6. WE RECOMMEND A 1500 GALLON RETENTION IN PIT. PIT DEPTH VARIES WITH DISTANCE FROM TROUGH (6" C.I. PIPE 1/4" PER FOOT FALL). YOU SHOULD HAVE 3' -10" FROM CENTER LINE OF PIPE TO FLOOR & OVERFLOW SET ACCORDINGLY, 7. DAM SHOULD BE LOCATED AS NECESSARY TO ADD FRESH WATER TO WASH WATER. ADJUSTABLE WOOD DAM IS SUGGESTED TO MANAGE WASH WATER AND FRESH WATER. HANNA- SHERMAN RECOMMENDS USE OF COMPATIBLE CHEMICALS z�c P, red gq- o t() 1/4" COVER PLATE 1 1/2" X 1 1/2" X 1/4' 4. W/ 1/2" X 5' M.D. POURED IN PLACE 2' -0° D.C. (BY CONTRACTOR) NOTE: THIS IS A GENERAL DRAWING FOR A POURED -IN -PLACE RECLAIM TANK. THE TANK AS SHOWN IS FOR REFERENCE ONLY. ALL DIMENSIONS & PIPING ARE SUBJECT TO LOCAL CODES. CONCRETE CURB - #4 REBAR NOTE: USED ONLY WHEN RECLAIM PIT IS SET AGAINST BUILDING do not scale dwg. 1/4" COVER PLATE The plans bearing this legend and the accompanying specifications have seen prepared by Hanna - Sherman International, Inc For the party whose name appears in the title box in connection with the proposed erection of an automatic car wash at the location shown. Same are the exclusive property of Hanna- Sherman International, Inc. and are subject to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. The Information contained Is submitted In good Faith as an in laying out the car wash. We will not be responsible for errors or omissions, nor legal code of underwriting requirements. Hanna- Sherman International, Inc. CITY Of TUKWILA APPROVED SEP 1 7 1999 AS NOIIT mUILDNG DIVT°IGN i DWG NO. WW SHEET NO, CII RECEIVEo OF 7UK WI(q 7 of 10 i' ^7 n ; PERMIT CENT, co 3 U) DISCHARGE TO SEWER DISCHARGE TO SEWER 15'0 X 48' BARREL SCREEN (BY HANNA — SHERMAN) #4 REBARS @ 1' -6° D.C. —� HORIZONTAL & VERTICAL IN ALL WALLS & FLOORS. 4'0 C.I. OR PVC PIPE DETAIL 1/4" COVER PLATES 3/4" PLYWOOD BAFFLE CONCRETE BAFFLE w. 6' -6 BARREL-SCREEN 3/4" MARINE PLYWOOD, REMOVABLE DROP IN BAFFLE 1 1/2' X 1 1/2" X 1/4" (4 REQ'D) ANCHOR BOLTS (8— REQ'D) CONCRETE BAFFLE 3/4' MARINE PLYWOOD, REMOVABLE DROP IN BAFFLE 3' -6' DETAIL S32 22' -6" RECLAIM PIT PLAN 1 1/2' X 1 4/2' X 1/4" (4 REQ'D) 3/4' PLYWOOD BAFFLE CONCRETE BAFFLE ANCHOR BOLTS (8— REQ'D) BAFFLES lr RECLAIM PIT SECTION J• J F-- 0 z w L.1 6' -0" . I' - 0' 10 GA. GALV. SHEET METAL "Z` WATER BARRIER ALL EXTERIOR WALLS 1/4° COVER PLATE DETAIL (2) -6 "0 C.I. PIPES FROM TROUGH TO RECLAIM PIT. MINIMUM. SLOPE PER FOOT. FROM WASH WATER. ic Ng- o o GENERAL NOTES: • 1. ELEVATION OF 6" C,I. PIPES- FROM TROUGH TO PITS IS 1/4' DETERMINED BY THE DISTANCE OF PITS FROM CONVEYOR TROUGH AND THE FALL OF PIPES TO. PIT. TNATS WHY °VARIES" IS USED IN LIEU OF A DIMENSION, FOR SIMILAR REASONS THE ELEVATION OF THE 4" OUTGOING PIPE TO THE SEWER MUST BE FIELD DETERMINED.• THE OVERFLOW OPENING IN THE DIVISION W,iLLS SHOULD BE LOCATED ACCORDINGLY. 2, SEE DRAWINGS '51" & "S2" FOR ADDITIONAL & CORKL. HuNDING NOTES, 3. ALL 6" DIAMETER PIPES ARE TO. BE CAST IRON (CI) OR APPROVED EQUAL. SLOPE 6" DIAMETER PIPES 1/4" PER FOOT (MINIMUM) TOWARD PIT. (BY CONTRACTOR) 4. DEPTH OF RECLAIM PIT OR CLARIFIER VARIES WITH GRADE & LOCATION. 5. ALL MATERIAL & LABOR ON THIS SHEET ARE TO BE SUPPLIED BY i''E GENERAL CONTRACTOR — EXCEPTION BARREL SCREEN BY HANNA — SHERMAN. 6. WE RECOMMEND A 1500 GALLON RETENTION IN PIT. PIT DEPTH VARIES WITH DISTANCE FROM TROUGH (6' C.I. PIPE 1/4" PER FOOT FALL). YOU SHOULD HAVE 3' -10" FROM CENTER LINE OF PIPE TO FLOOR & OVERFLOW SET ACCORDINGLY. 7. DAM SHOULD BE LOCATED AS NECESSARY TO ADD FRESH WATER TO WASH WATER. ADJUSTABLE WOOD DAM IIS SUGGESTED TO MANAGE WASH WATER AND FRESH WATER, HANNA - SHERMAN RECOMMENDS USE OF COMPATIBLE CHEMICALS, NOTE THIS IS A GENERAL DRAWING FOR A POURED —IN —PLACE RECLAIM TANK. THE TANK AS SHOWN IS FOR REFERENCE ONLY. ALL DIMENSIONS & PIPING IRE SUBJECT TO LOCAL CODES, 1/4" COVER PLATE CONCRETE CURB - 1 1/2' X 1 1/2" X 1/4" 4 W/ 1/2° X 5" M.D. POURED IN PLACE 2' -0° O.C. (BY CONTRACTOR) #4 REBAR NOTE: USED ONLY WHEN RECLAIM PIT IS SET AGAINST BUILDING 1/4' COVER PLATE CITY OF TUKWILA APPROVED SEP 1 7 1919 AS NOIEU IU'CDCNG PIVIS i U DWG NO. 0 O U U ai SHEET NO, o f 10 do not scale dwg. code of underwriting requirements. Hanna- Sherman International, Inc. j The plans bearing this legend and the accompanying specifications have been prepared by Hanna- Sherman International, inc for the party whose name appears in the title box in connection with the proposed erection of an automatic car wash at the location shown. Same are the exclusive property of Hanna- Sherman International, Inc. and are subject to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman, International, Inc. The information contained Is submitted In good faith as an'assistance In laying out the car wash. We will not be responsible for errors or omissions, nor legal N- 3 CITYROFE PERMIT CENTES Ln GATE VALVE HSI G C, A,F,F LEGEND NOTES GALVANIZED PIPING BACKFL PREVENTION VALVE HANNA SHERMAN INTERNATIONAL, INC. GENERAL CONTRACTOR ABOVE FINISHED FLOOR HOSE BIBB HOSE BARB EQUIPMENT SCHEDULE FURNISHED INSTALLED DESCRIPTION BY BY 1 G.C. G.C. 2 G.C. G.C. 3 G.C. G.C. 4 G.C. G.C. 5 G.C. G.C. 6 G.C. G.C. 7 HSI G.C. 8 HSI G.C. 9 HSI C.C. 10 HSI G.0 11 HSI G.C. 12 G.C. G.C. 13 G.C. G.C. 14 G.C. C C. 15 HSI C.C. 16 G:C. G.C. 17 HSI G.C. 18 G.C. G.C. 19 G.C. G.C. i. ALL PiPiNG TO BE SCHEDULE 40 GALVANIZED. . 2. SEE SHEET S -3. FOR RECLAIM TANK DETAILS : . •3. HOSE BIBB_TO BE MOUNTED AT .48" AFF FOR. TUNNEL WASHDOWN. 4. HOSE 'BARBS ARE FOR HOSE CONNECTIONS TO TOP OF WASH EQUIPMENT AT 9' -0 "± AFF. 5. - G.C. TO FURNISH ALL PIPING AND FITTINGS (UNLESS OTHERWISE NOTED) AND PERFORM ALL PLUMBING DESCRIBED ON THIS SHEET. 6. .3/16" STAINLESS STEEL CABLE 18.REQUIRED TO SUPPORT BARREL SCREEN 1 -1/2" GATE VALVE, FLO -TROL FT6200GP OR EQUIVALENT 1 -1/2" HOSE BARB, FLO -TROL FT7682E OR EQUIVALENT 3/4" HOSE BIBB, FLO -TROL # FT67.50D OR EQUIVALENT 1 -1/2" BALL VALVE, FLO -TROL # FT6002GP OR EQUIVALENT 1 -1/2" UNION • 1" MPT PLUG 1" PRESSURE RELIEF VALVE CENTRIFUGAL SEPARATOR 1" BALL VALVE PUMP & MOTOR ASSEMBLY PRIME TANK ASSEMBLY 1" 90° ELBOW 2" 90° ELBOW 1 -1/2" BACKFLOW PREVENTION VALVE (PER LOCAL CODE) 15" x 48" BARREL SCREEN. PRE -CAST RECLAIM TANK (SEE SHEET 5 -3) 2" FOOT VALVE 3/16" STAINLESS STEEL CABLE 1 -1/2" x 1 -1/2" x 1" TEE . 1 1/2' SCH 40 PIPE AT 10' -0 °t A.F.F. BY G.C. FRESH WATER SUPPLY 40 -60 PSI FROM STUB UP TO FINAL RINSE & DRYING AID ARCH SEE NOTE 3 3/4' SCH 40 PIPE BY G.C. FRESH WATER EMERGENCY BY -PASS LINE EQUIP. RM. FL. LINE r BALL VALVE FROM RECLAIM PUMP (SEE RECLAIM PLUMBING DETAIL) RECLAIM �— PUMP AREA 1 1 /2"0 2 "0 SUCTION LINE CHEMICAL FEED UNIT (TYP) 2 "0 (n'P) 1 "0 RETURN LINE I TO EQ UIPMENT RECLAIM PLUMBING - DETAIL r - TRAFFIC GRATE MANHOLE GRADE TOP OF BARREL SCREEN MUST BE ABOVE WATER LINE q- ( 7 E7( do no scale dwg. DIRECTION OF TRAVEL The plans' bearing this legend and the accompanying specifications have been prepared by Hanna - Sherman International, Inc for the party whose name appears in the title box in connection with the proposed erection of on automatic car wash at the location shown. Same are the exclusive property of Hanna - Sherman International, Inc. and are subject to return upon demand. By acceptance, the prospective•custome' agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. The information contained A submitted in good faith • as an assistance in laying out the car wash. We will not be responsible for errors or omissions, nor legal code of underwriting requirements. Hanna - Sherman International, Inc, DWG. NO. co co i 2 SHEET NO. of 10 CI15. NE T fUK, PERM, CENTEr. EQ UIPMENT SCHED ULE qJ FURNISHED INSTALLED BY BY HSI HSI 2 HSI HSI 3 HSI G.C. 4 HSI G.C. 5 HSI HSI 6 HSI G.C. 7 HSI G.C. DESCRIPTION SEE NOTE 3. ROTARY FLOW DIVIDER RETURN ❑IL MANIFOLD HYDRAULIC POWER UNIT CONVEYOR FLOW CONTROL VALVE CONVEYOR DRIVE MOTOR 1/2 "x15' HYDRAULIC HOSES, FITTINGS 3/8' DIA. NYLON CASE DRAIN LINE ROTARY f0 DIVIDER HYDRAULIC z . POWER UNIT NOTES r SEE NOTE 1. 4 LINE G.E. . TO FURNISH AND INSTALL 1-1/4' SCHEDULE 40 BLACK PICKLED PIPE AS RETURN LINE FROM HYDRAULIC POWER UNIT IN EQUIPMENT ROOM AT FINISHED FLOOR LEVEL TO RETURN OIL MANIFOLD LOCATED ON HYDRAULI C UNIT I N EQUIPMENT ROOM. G, C, TO CONNECT CONVEYOR FLOW CONTROL VALVE,. 4, TO HYDRAULIC CONNECTORS AT BOTTOM OF EQUIPMENT POST. LINES WILL BE 1/2' SCHEDULE 80 BLACK PICKLED PIPE, 1/2' SEAMLESS STAINLESS STEEL TUBING, OR 1/2' R -1 HYDRAULIC HOSE. <APPROXI MATELY 50 FEET EACH LINE FLOW CONTROL VALVE NOT TO BE LOCATED MORE THEN 15..FEET FROM CONVEYOR DRIVE MOTOR. HYDRAULIC RETURN 1 1/4' SCHEDULE 40 BLACK PICKLED PIPE. SEE NOTE 1. 0 (07 if dill do no scale dwg. AFF ABOVE FINISHED FLOOR HSI HANNA— SHERMAN INTERNATIONAL, INC. G.C. GENERAL CONTRACTOR DIRECTION TRAVEL LEGEND HYDRAULIC PLUMBING (SEE NOTES) FLOW CONTROL VALVE DIRECTON OF FLUID FLOW The plans, bearing this legend and the accompanying specifications have been prepared by Hanna - Sherman International, inc for the party whose name appears in the title box in connection with the proposed erection of an automatic car wash. at the location shown. Same are the exclusive • property of Hanna - Sherman International, Inc. and are subject to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. The information contained is submitted in good faith • as an assistance in laying out the car wash. We will not be responsible for errors or omissions, nor legal code of underwriting requirements. Hanna - Sherman International, Inc. U DWG NO. j a d T O a I- UI 0 U . • p w 3 v • 2 ca v SHEET NO. 3 of CF • 3 CF RECEIVED . oP rU(W(Lq PERMIT CENTER F 3, . 1 ALL PIPING WORK I S TO BE PER LOCAL CURE AND OP.DI NAI JCE. F2 - G. C. I S • TO PROVIDE AND I NSTALL 1 /2" GALVANI ZED. PIPE AI R MANIFOLD. NOTES G. C. I S TO -PROVI �lE & I NSTALL AI R FI LTER /STRAI NER AT LOW POINT OF AIR SYSTEM. - SUPPLY 4. U. L. IS TO PROVIDE & INSTALL A BALL VALVE & UNION PRIOR TO ANY CONNECTI ON TO EQUI PMENT. G. C. IS TO PROVIDE & I NS T ALL .DI.ELEC T RI C COUPLERS BETWEEN -N ANY COPPER & GALV. PIPING. CAR WASH EQUIPMENT IS PLUMBED. WITH GALV, PIPING. LEGEND s ! r NYLON TUBING `1✓ GALVANIZED PIPE HSI HANNA - SHERMAN I NTERNATI ONAL, I NC. G. C. GENERAL CONTRACTOR BALL VALVE AFF ABOVE FINISHED FLOOR EQUIPMENT SCHEDULE FURNISHED INSTALLED BY BY 1 , HSI HSI 2, G. C. G. C. 3, HSI HSI 4. G. C. G. C. G. C. G. C. 6. G. C. G. C. 7. HSI HSI 8, G. C. G. C. 9, G, C. G. C. 1 0. G. C. G. C. 1 1 . • G. C. G. C. 12. HSI HSI DESCRI PTI ON ROLLER RAISER CONTROL AIR COMPRESSOR 3/8" DI A. NYLON TUBI NG 1 /2" BALL VALVE FLO -TROL # FT6002CP OR EQUIVALENT BALL VALVE FLO -TROL FT6002 SERIES OR EQUI VALENT AIR FI LTER/REG/LUBRI CATOR 1/2 MPTx3 /8" HOSE BARB AIR FI LTER/STRAI NER 1 /2" UNION 1/2" ELBOW 1 /2" TEE CHEMI CAL FEED STATI ON L AIR —� COMPRESSOR CHEMICAL' FEED STATION TYPICAL BRANCH DETAIL SEE NOTE 4 ROLLER RAISER . CONTROL BOX 1/2" GALVANIZED PIPE AIR MANIFOLD 1/2' GALVANIZED PIPE, AT A.F.F. SEE NOTE 2. -DROP LINE VERTICALLY TO FLOOR LEVEL SEE TYPICAL BRANCH DETAIL Dolci-oto7 bcpir SYSTEM DRAIN DETAIL do no scale dwg. SEE NOTE 3 DIRECTI ❑N OF TRAVEL LOW POINT OF SYSTEM The plans bearing this legend and the accompanying specifications have. been prepared by Hanna - Sherman International, inc for the party whose name appears' in the title box in connection with the proposed erection of an automatic car wash at the location shown. Same. are the exclusive property of Hanna - Sherman International, Inc, and are subject to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. The Information contained is submitted in good faith as an assistance in laying out the car wash. We will not be responsible for errors or omissions, nor legal Code of underwriting requirements. Hanna - Sherman International, Inc. DWG NO. J CO 0 LI 4 SHEET NO. of 10 C1TyR0FETU WILD PERMIT CENT,?. ACURA do INFINITI OF SEATTLE 0 SEATTLE, WASHINGTON 14. DESCRIPTION AMPERAGE LOAD (KW) 460V 3 PH 1• 5 HP RECLAIM PUMP 7.6 4 2. 15 HP, HYDRAULIC UNIT - 5 BANK 21.0 12 3. 15 HP. CONCORDE TOP NOZZLE P.S. 21.0 12 4. 15 HP. SIDE KICK - D.S. 21.0 12 5• 15 HP, SIDE KICK - P.S. 21.0 12 6. 7. 8. 9. NEC FACTOR 25% OF 15 HP 6 3 A TOTAL 3 PHASE 97.6 55 EQUIPMENT BY OTHERS 14. 6 .7 11. 15. WASH BUILDING LIGHTING, 12. 16. WALL RECEPTACLES 13. 17. OTHER C TOTAL B A +B +C TOTAL CAR WASH LOAD .7 10. MOTOR CONTROL 6 -LOW VOLTAGE TRANSFORMER 6 .7 11. 12. 13. B TOTAL 1 PHASE 6 .7 EQUIPMENT LOAD DATA GENERAL NOTES 1. The following electrical drawings are furnished. El LINE LOAD DIAGRAM, CALCULATIONS AND LOAD SUMMARY E2 ELECTRICAL CONDUITS AND STUB UPS (E /2 -S) 5. General Contrators to furnish all connecting wiring, conduits, fittings, switches, clamps, hangers, etc., and make all electrical connections as shown and required, unless noted otherwise. Car wash motor control center (M.C.C.) complete with motor starters, disconnects, relays, transformers, etc. to be furnished by HANNA - SHERMAN INTERNATIONAL, INC. (HSI) and installed by General Contractor. MAX BREAKER OR FUSED DISCONNECT SIZE 250 AMPS 2. All electrical work shall be installed in accordance with the latest national electrical code and /or governing local codes and ordinances. 3. All electrical work shown on electrical drawings shall be the responsibility of the General Contractor. • 4. Car wash electrical drawings show electrical work to be done by General Contractor regarding car wash equipment. See architectural drawings for additional elect, required, such as lighting, air compressor, service, meter, outlets, etc. 5. General Contractor shall obtain and pay for all necessary permits and inspection certificates. 8. All wiring in the wash area shall be installed in rigid galvanized steel conduit or EMT when permitted. Genera( Contractors shall install all exposed conduit in a manner consistent with-commercial practices. Final connections to electrical motors and conveyor shall be made with flexible. conduit. • All junction boxes to be watertight. 1 --- ....., O EQUIPMENT SUPPLIED BY HSI SHOWN. - 05 V N 115 V SUPPLY 0 L1 MAIN DISCONNECT CBI to AHP r-. A T1 LC ❑� MM M1 MCC KILL SW RECLAIM M1 M2 M2 M2 M3L M M3 M4 ' T1 T2.. Tab T16 T2 T3 T1 T2 T3j T1 HYDRAULIC 10. All conduit to enter sides or bottom of control boxes. 9. Maximum Breaker Size to Feed this MCC is 250 AMP 3 Phase, #4 to 500 MCM Copper or Aluminum. CONCORDE TOP NOZZLE AIR DRYER P.S. RECLAIM HYDRAULIC CONCORDE AIR DRYER TOP NOZZLE P.S. SIDE KICK AIR DRYER D.S. SIDE KICK AIR DRYER P.S. 11. Any discrepancies between drawings must be clarified by owner, architect, electrician, and HSI' before proceeding with work, 12. MCC comes standard with Main Disconnect. General Contractor must provide • Disconnect and Protection to Feed. the MCC. HSI can Optionally Provide if Required by Codes and /or Operating Environment, 13. The Terminal Block feeding the MCC is rated for Single or Parallel Conductors up to 500 MCM Copper or Aluminum. . 14. Optional Surge Suppresser is Connected Between Terminal 99 and 100, 82 and 72 For Neutral, If not Supplied, Jumpers are factory Installed Between Terminals 99 100 in the MCC and 72 - 82 in Wash Controller. M4 M4_ M�.M54 M5 SIDE KICK AIR DRYER D.S. SIDE KICK AIR DRYER P,S, TO OPTIONAL MOTOR STARTERS IN THIS OR OTHER PANELS 10 TO OPTIONAL 120V 10' CIRCUITS IN MCC PANEL . 20 AMP 10 CIRCUIT 0107 &(? rye The bearing this legend and the accompanying specifications have been prepared by Hanna - Sherman International, inc for the party whose name appears in the title box in connection with the proposed erection of an automatic car wash at the location shown. .Same are the exclusive property of Hanna - Sherman International, Inc. and are subject to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - She ^man International, Inc. The information contained is submitted in• good faith as an assistance in laying out the car wash. We will not be responsible for errors or oMssions, nor legal do not code of underwriting requirements. state Hanna- Sherman International, Inc. • dwg. MCC CONTROL LOW VOLTAGE TRANSFORMER DWG NO. SHEET NO'. of 12 J ( O j / 1 RECENED CITY OF TUKWIIA PERMIT CENTER NOTES: 1. Condui is and wi ri ng.for Equi -pment Suppl i ed by Others Not Shown. 2. Location of" Electric Motors Remote of Equipment Room may require a Disconnecting means per Local Codes. HSI's MCC P:-ovides For lock out of all 'motors. 3. See 'General Notes' c- Drawl ng 'El'. 4. 3 - Phase Wire si ze and Condui t si ze Not Speci fi ed Subject to Local Codes.. 5. Mut ti - Conductor Cabl es suppi i ed by HSI except where noted. 6. Wiring Schedule does not include Grounding & Bonding. General Contractor to Provide Per Local Code. - 1 1/2' C. TO Q 3/4' C. TO W VIEW C -C EXIT D.S. TO AB,AA,U 1 1/2'- C. TO AO. 1 1 1/2' C FLOAT SWITCH 1/2' FLEX D U VIEW A -A Di 9 A rnJB TEI I' C.l I 1/2' C. TO AG FLEX TO Q 1/2' C. a D A' B 3/4' TO Y 1 1/2' C. VIEW D -D 3/4' C. e ...... — ° ' ° a s ° ° 1 ay 3/4 C LEGEND HSI GC AFF FF DS PS V €111 CODE OF THE DAY TO BE OPERATED FROM VEHICLE / s — 1 1/2' C. ® ° ° ° ° do no scale dwg. Hanna -Sherman I "nternationol - Inc. General Contractor. Junction - Box, non- metalli - c waterproof, furni shed and installed by General - "Contractor Above Fl ni shed Fl oor Fi ni shed Fl oor " Dri ver Si de Passenger Side - Stub Up Under ground Conduit - - - Exposed Conduit . Flexible Conduit 3/4' C. VIEW B -B coi_ O (5 Hanna - Sherman International, Inc. 1/2' FLEX 3/4' C. TO AC 1 1/2' C. TO AD 3/4° C. TO K,K1 1 1/2' C TO Q The plans be g this, legend and the accompanying specifications have been prepared by Hanna-Sherman _International, inc For the party whose name appears in the title box in connection with the proposed erection of an automatic car wash at the location shown. Same are the exclusive property of Hanna- Sherman International, Inc. and are subject -to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. - The information contained Is submitted In good faith as an assistance in laying out the car wash, We will not be responsible for errors or omissions, nor legal code of underwriting requirements, DWG NO. J C) CO SHEET NO. 9 o f 10 RECEIVED CITY OF TUKWILA PERMIT CENTER EQUIPMENT DESCRIPTION FURNISHED BY ASSEMBLED BY INSTALLED BY U Concorde Top Nozzle Motor 15 HP. P.S. HSI V 15 HP. Hydraulic Unit - 5 Bank HSI W Pulse Switch mounted on Conveyor at -12' below FF HSI - 2 #16 TO D X Emergency Stop Button 'RED' momentary type at +48' AFF GC 2 #16 TO D Y Emergency Stop GC 2 #16 TO D Z Pre Rinse w/ Soap Foamer Arch S.S. - -HSI 3 #16 TO D AA Side Kick Air Dryer 15 H.P. P.S. HSI AB Side Kick Air Dryer 15 H.P. D.S. HSI AC Roller Sense Switch mounted on Conveyor at -12' below FF HSI 2 #16 TO D AD Entrance Control Console Floor et. HSI 12 #20, 19 #16 HSI CABLES TO D AE Photo Eye Sender, Floor Mounted HSI 2 #16 TO AG AF Photo Eye Recei ver, Fl oor Mounted HSI 2 #16 TO AG AG Entrance Junction Box 15 x 12 Nema 4, wall mounted at +48' AFF GC" " 2 #16 TO D AH AI System Start-Up Warning Horn, wall mounted at +10' AFF HSI 2 #16 TO D AJ Hydraulic Power Pack Low Oil Levet Float Switch, on unit at +18' •AFF HSI 2 #14 TO. E • AK 6' X 6' Wireway GC AL . HSI 3 #16 TO D AM — AN Low Voltage Transformer HSI 21114 to E 3114 to D AO Exit Junction Box 6 X 6 Nema, 4; Wall Mounted at 48' Above F.F GC NOTES: 1. Condui is and wi ri ng.for Equi -pment Suppl i ed by Others Not Shown. 2. Location of" Electric Motors Remote of Equipment Room may require a Disconnecting means per Local Codes. HSI's MCC P:-ovides For lock out of all 'motors. 3. See 'General Notes' c- Drawl ng 'El'. 4. 3 - Phase Wire si ze and Condui t si ze Not Speci fi ed Subject to Local Codes.. 5. Mut ti - Conductor Cabl es suppi i ed by HSI except where noted. 6. Wiring Schedule does not include Grounding & Bonding. General Contractor to Provide Per Local Code. - 1 1/2' C. TO Q 3/4' C. TO W VIEW C -C EXIT D.S. TO AB,AA,U 1 1/2'- C. TO AO. 1 1 1/2' C FLOAT SWITCH 1/2' FLEX D U VIEW A -A Di 9 A rnJB TEI I' C.l I 1/2' C. TO AG FLEX TO Q 1/2' C. a D A' B 3/4' TO Y 1 1/2' C. VIEW D -D 3/4' C. e ...... — ° ' ° a s ° ° 1 ay 3/4 C LEGEND HSI GC AFF FF DS PS V €111 CODE OF THE DAY TO BE OPERATED FROM VEHICLE / s — 1 1/2' C. ® ° ° ° ° do no scale dwg. Hanna -Sherman I "nternationol - Inc. General Contractor. Junction - Box, non- metalli - c waterproof, furni shed and installed by General - "Contractor Above Fl ni shed Fl oor Fi ni shed Fl oor " Dri ver Si de Passenger Side - Stub Up Under ground Conduit - - - Exposed Conduit . Flexible Conduit 3/4' C. VIEW B -B coi_ O (5 Hanna - Sherman International, Inc. 1/2' FLEX 3/4' C. TO AC 1 1/2' C. TO AD 3/4° C. TO K,K1 1 1/2' C TO Q The plans be g this, legend and the accompanying specifications have been prepared by Hanna-Sherman _International, inc For the party whose name appears in the title box in connection with the proposed erection of an automatic car wash at the location shown. Same are the exclusive property of Hanna- Sherman International, Inc. and are subject -to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. - The information contained Is submitted In good faith as an assistance in laying out the car wash, We will not be responsible for errors or omissions, nor legal code of underwriting requirements, DWG NO. J C) CO SHEET NO. 9 o f 10 RECEIVED CITY OF TUKWILA PERMIT CENTER EQUIPMENT DESCRIPTION FURNISHED BY - ASSEMBLED BY INSTALLED BY A 5 FIR Wash Water Reclaim Pump HSI B 15 HP. Hydraulic Unit - 5 Bank HSI C Chemical Feed Unit - 2 Bank HSI D Programmable Control Unit (PCU) - Micro HSI E Motor Control Center (MCC), wall mounted 48' AFF Min. HSI F Lighting Panel G.C. G Main Distribution GC H 5 HP. Air Compressor GC 1 J K Photo Eye Sender, Floor Mounted HSI 2 #16 TO AG Kl Photo Eye Recei ver, Fl oor Mounted HSI 2 #16 TO AG L Rol I er Rai ser Ai r Sol enoi d Vol ve - HSI 2 #16 TO D M N System Start-Up Warning Horn, wall mounted at +10' AFF HSI 2 #16 TO D ❑ Hydraulic Power Pack Low Oil Levet Float Switch, on unit at +18' •AFF HSI 2 #14 TO. E • Q 6' X 6' Wireway GC R Final Rinse & Drying Aid Arch 2 X 2 S.S. HSI 3 #16 TO D S NOTES: 1. Condui is and wi ri ng.for Equi -pment Suppl i ed by Others Not Shown. 2. Location of" Electric Motors Remote of Equipment Room may require a Disconnecting means per Local Codes. HSI's MCC P:-ovides For lock out of all 'motors. 3. See 'General Notes' c- Drawl ng 'El'. 4. 3 - Phase Wire si ze and Condui t si ze Not Speci fi ed Subject to Local Codes.. 5. Mut ti - Conductor Cabl es suppi i ed by HSI except where noted. 6. Wiring Schedule does not include Grounding & Bonding. General Contractor to Provide Per Local Code. - 1 1/2' C. TO Q 3/4' C. TO W VIEW C -C EXIT D.S. TO AB,AA,U 1 1/2'- C. TO AO. 1 1 1/2' C FLOAT SWITCH 1/2' FLEX D U VIEW A -A Di 9 A rnJB TEI I' C.l I 1/2' C. TO AG FLEX TO Q 1/2' C. a D A' B 3/4' TO Y 1 1/2' C. VIEW D -D 3/4' C. e ...... — ° ' ° a s ° ° 1 ay 3/4 C LEGEND HSI GC AFF FF DS PS V €111 CODE OF THE DAY TO BE OPERATED FROM VEHICLE / s — 1 1/2' C. ® ° ° ° ° do no scale dwg. Hanna -Sherman I "nternationol - Inc. General Contractor. Junction - Box, non- metalli - c waterproof, furni shed and installed by General - "Contractor Above Fl ni shed Fl oor Fi ni shed Fl oor " Dri ver Si de Passenger Side - Stub Up Under ground Conduit - - - Exposed Conduit . Flexible Conduit 3/4' C. VIEW B -B coi_ O (5 Hanna - Sherman International, Inc. 1/2' FLEX 3/4' C. TO AC 1 1/2' C. TO AD 3/4° C. TO K,K1 1 1/2' C TO Q The plans be g this, legend and the accompanying specifications have been prepared by Hanna-Sherman _International, inc For the party whose name appears in the title box in connection with the proposed erection of an automatic car wash at the location shown. Same are the exclusive property of Hanna- Sherman International, Inc. and are subject -to return upon demand. By acceptance, the prospective customer agrees not to divulge, use or copy the same without the written consent of Hanna - Sherman International, Inc. - The information contained Is submitted In good faith as an assistance in laying out the car wash, We will not be responsible for errors or omissions, nor legal code of underwriting requirements, DWG NO. J C) CO SHEET NO. 9 o f 10 RECEIVED CITY OF TUKWILA PERMIT CENTER STUB UPS FOR N.M. J BOX 4' A.F.F. SEE SECTION 'C -C' SHEET 'E2' 1' -3' 6'- 11' -0' STUB UP 2' A.F.F 3/4' C. / / 14' -6' 17' -9' STUB OUT FLUSH / ==== W/ PIT WALL / 4' BELOW F,F. 3/4' C. STUB UP 2' A.F,F. FOR SIDE KICK - TIE STUBS STUB UP 2' A.F.F. FOR SIDE KICK - TIE STUBS STUB UPS FOR 6' X 6' - WIREWAY 36' A.F.F. (TYP) SEE SECTION 'A -A' SHEET 'K2' SEE SECTION °A - SHEET,'E2' 6 2' TYP. STUB UPS FOR 12' X 12' N.M. J BOX UP 4' A.F.F. SEE SECTION 'B -B' SHEET 'E2' STUB UP 48' 3/4' C. 1 1/2' C. ENTRY SWITCH STUB UP FLUSH W/ FF TIE STUBS 3/4' C. • / o I i .� Dqq--ol 37 Eito f ENTRY PWITC' STUB UP 3/4' C. FLUSH W/ FF 1 1/2' C, J - � I do not scale - dwg. CONTROL CONSOLE STUB UP 2' A.F.F. 3/4' C. SPACE REQUIRED FOR STRUT STUB INTO PIT FOR J BOX. 4' BELOW. F.F. CONDUIT 1 5/8" TYPICAL STUB UP DETAIL RECEIVED CIry OF TUKWILA PERMIT CENTER The plans bearing this legend and the accompanying specifications have been prepared by Hanna - Sherman International, inc for the party whose name appears in the title box in connection with the proposed erection of an automatic car wash at the location shown. .Same are the exclusive property of Hanna- Sherman International, Inc. and are subject to return upon demand. By acceptance, the prospective customer agrees not to ' divulge, use • or copy the same without the written consent of Hanna - Sherma International,. Inc. • The information contained is submitted 'in good faith as an assistance in laying out the car wash. We will not be responsible for errors or omissions, nor legal code of underwriting requirements. Hanna- Sherman International, Inc. • DWG ND CO O U i U a L W E, ti rr V1 O SHEET Nn. 10 of In