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HomeMy WebLinkAboutPermit 6910 - Tony Romas - Restaurant Buildingat( 't • TOW/ o 20�(`)BUILDItipG PERMIT (POST WITH INSP■.TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development - Building Division DESCRIPTION 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDING :.PEI9MIT;.FE" (206) 431 -3670 BUILDING i /0 PERMIT NO. �p DATE ISSUED: 1-1D-ChZ SITE ADDRESS PLAN C.HECK:;FEE 1;,49.:.!00 :::J•to.`6�:> lc- :i��qz: 232'x; 9.1;7 91 BUILDING'SURCHARGE; >< TOTAL w • PLAN CHECK NO.: 91 -403 PROJECT ,INFORMATION 17305 Southcenter Py • SUITE # VALUE OF CONSTRUCTION - $ 333,975.00 PROJECT NAME/TENANT Ton Roma' ASSESSOR ACCOUNT # 26 Y TYPE OF (J) New Building LJAddition U Tenant Improvement (commercial) L] Demolition (building) WORK: Q Rack Storage Q Reroof Q Remodel (residential) 0 Other: 2304 - 9024 -02 L] Grading/Fill DESCRIBE WORK TO BE DONE: Construct new restaurant. Pacific Northwest Group A ADDRESS 5601 Sixth Avenue S.W., Seattle, WA ZIP 98108 CONTRACTOR Commercial Structures, Inc. PHONE 246 -3939 ADDRESS 13822 First Avenue South, Seattle, WA ZIP 98168 WA. ST. CONTRACTOR'S LICENSE # COMMESI184MK ARCHITECT Hovland /Thomas Architects EXP. DATE 5 -15 -92 PHONE 874 -9272 ADDRESS 33516 9th Avenue South 1i7, Federal Way, WA ZIP 98003 CODE :. COMII?LIANCE FLOOR :.,444.4446„1 SQUARE FEET 6,100 OCC. LOAD 257 SQUARE OCC. FEET LOAD SQUARE FEET 000, LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET 6,100 TOTAL OCC, LOAD 257 TO 6,100 257 TYPE OF D NST.: V -N UBC EDITION (year) 1988 SETBACKS: N - S - E- W- FIRE PROTECTION: QSprinklers Q Detectors O NIA UTILITY PERMITS REQUIRED? QX Yes O No (through Public works) ZONING: BAR /LAND USE CONDITIONS? Qx Yes Q No CONDITIONS (other than those noted on or attached to permit/plans) APPROVED FOR ISSUANCE BY: BUILDING OFFICIAL DATE: I ✓�- / _ 9I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: PRINT NAME: , ] /- 7,uer LL COMPANY: ah Jrr7 ,r�(�1 C',� is permit uance,.; shall bee me null and void if the work IS not commenced within 180 days from the date o e work is. suspended or abandoned fora period of 180 days from the lastinspect� DATE ISSUED: - C is CERTIFICATE OF OCCUPANCY NO. PLAN CHECK NUMBER LEfl-Llo3 PROJECT NAME SITE ADDRESS BUILDINGC'ERMIT APPLICATION TRACKING c ► rrt INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) F SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. PA tTMENT> BUILDING - initiai review FIRE ROV REQUIREMENTS O Mt ID 14 q I it CONSULTANT: Date Sent q- (-`I -ql Date Approved - t (ROUTED) FIRE PROTECTION: 1 Sprinklers 5-Detectors ( N/A ������ FIRE DEPT. LETTER DATED: f -/ 5 -6)) INSPECTOR: INIT: c_�`!� PLANNING ZONING: C,�� IBAR/LAND USE CONDITIONS? Ye �/ ,��l/ �� REFERENCE FILE NOS.: INIT:/ MINIMUM SETBACKS: N- S- E W �INo PUBLIC WORKS /.;2. /9/ UTILITY PERMITS REQUIRED? f✓f Yes (] No PUBLIC WORKS LETTER DATED: INIT 0 OTHER INIT: . BUILDING - final review REVIEW COMPLETED TYPE OF CONSTRUCTION: UBC EDITION (year): V N ± lNK E 1 (4988 PERMIT NO. (p C DATE READY f jO PERMIT EXPIRES CONTACTED DATE NOTIFIED c AMOUNT OWING rr '' 2nd NOTIFICATION v& - (4Q 3RD NOTIFICATION BY: ^�Q (initJ BY: (Init.) - ate. CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN' PERMIT APPLICATION PLAN CHECK NUMBER gl-z-Co3 DESCRIPTION AMOUNT. RCPT # DATE • BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE I, U EcI, oQ 5c SITE ADDRESS 07305 t:,u14-1CetJite. th # -Ill KIM L-A• VALUE OF CONSTRUCTION - $ 333, (71.S PROJECT NAME/TENANT -r iq .AMA s / 14 „061 4op ASSESSOR ACCOUNT # -H.Z(4923d40 -Gid24 --02 TYPE OF New Building L) Addition U Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: NEW 1311Ic.AInee, c0o1/4),S1- Lls\ion1 BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: 'RegTA U1.Ar1 -r WILL THERE BE A CHANGE IN USE? 'R.No ❑ Yes If Yes, new building requirements may need to be met. Please explain: &//00•C •F. SQUARE FOOTAGE - Building: 9, eg Tenant Space: Area of Construction: fi WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ,.No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER f c 1 F IC,- 4O1Z' 14 ], 5 - 4,1z0LIF 4 'PHONE -44:17_, PHONE , ZIP 9BI08 '' }` jj ,,.. 5 ZIP C� Co- 1 cJ..'�Qa - 9Z't Z ZIP R8ao 3 ADDRESS 5(n01 (per AVE. Sim sts:_f itG 1,0^ • CONTRACTOR , ADDRESS 15c cr-A NI 3 SPcf. 0 Ur 's ■ "IY1(' WA. ST. CONTRACTOR'S LICENSE # Cz i r 1 /� Ea_ 1 C (,.-�' m k ~ EXP. DATE PHONE 874 `t�.._ . ARCHITECT }IOVI Np / mks Al1Cf-� 117 cTS ADDRESS AL ,nV� . so . , g W :1: HEREBY:; CERTIFY ::THAT 1 :HAVE; READ ;. AND' EXAMINED THI$ ApR,LICATION :A.ND KNQW THE BE iTRUE AND CORRECT, AND:`1 AM'_ UTHORIZED TO" PPLY:: FOR ;THIS' PERMIT SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME /7.6.1.1(._ A . A,�I�IC_rL- �./1 � TOTAL - ADDRESS 3 35 I (o (i s • , kW? CONTACT PERSON J0a,j 0 .a7 oR 1 n1 $A4 $1 2N DATE h 7h ! PHONE 8 74 821.2. CITY/ZIP P. I,)!'.`?. PHONE - i a - •,�5� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED q- 1 DATE APPLICATION EXPIRES SUESVIITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS [Se Completed building permit application (one for each structure Assessor Account Number Two sets (2) of the following :: Specifications :O r\ p Cklex COMMERCIAL TENANT IMPROVEMENTS ri Completed building pemit application (ono for. each. structure tenant). <.. I I Assessor Account Number Two.(2) sets of construction plans, which' inClud.e; Site plan •.Location of:'enant space Existing and proposed parking •:Landscape "plan (11 applicable i e ;:change of;use • Overall building plan Tenant.locaUon • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage: Floor pian`of proposed tenant space Tenant space. plan with usa of each:room •labelled ..Exit •doors, egress, patterns; New :wells; °existing wall, and walls to be demolishe Structuralcalculations stamped by a: Washington State licensed engineer 1-1 Soils report stamped by a Washington State licensed engineer ice` I Topographical survey DO Energy calculations stamped by a Washington State licensed engineer or architect KI Legal description [Al Working drawings :stamped by a Washington State licensed ' arc itect which include • Site plan Architectural drawings irk■ Structural drawings V • Mechanical drawings 7 Elevations t Givil:drawings Landscape; plan Completed utility permit application One for entire project) Six (6) sets of civil drawings" ' NOTE :See utility permit application andcheckl/stfor specific utility submittal requirements RACK STORAGE Completed building permit application nAssessor Account Number Two (2) sets :of plans; which Include Building floor plan showing; Entire space where :racks will bo :locateJ Exit doors ? • Dimensjoris of all aisles Tenant space floor plan showing rack storage layout, aisles.and NOTE: :!nclude dimensions . ;of racks (height, and length)' aisles and exit. ways on plan Structural calculations stamped by a Washington State licensed • engineer (rack 'storage. 8 and RESIDENTIAL Construction details • :Cross sections showing wall construction and method o attachment for floor and ceiling • NEW SINGLE - FAMILY. DWELLINGS /ADDITIONS, Completed building permit application (one for each structure) lJ Legal description Assessor Account Number Two sets; (2) of working drawings; which include • Site' plan (On plan, show closest hydrantIocatlon. ! Foundation plan Include access to bullding; showing;;' • Floor plan width and length of access) •. Roof plan • Building etevations. (ail .views •;Building cross-soction Structural framing plans :Washington, State Energy Code data • Completed utility permit application. Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may bo combined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be requeed it unique site conditions.. ri Structural calculations stamped by a Washington Stat3 licensed engineer "may be required if structural workis to be; done (2 sets) NOTE "1f any utility work is to be done, submit separate utility permit • application and plans. • ••REROOF n Completed building permit application: r Assessor Account Number Narrative describing existing roof,; material being ;removed, "an ..! material being installed NOTE A :certification letter Is' required prior to `flnal lnspectlon''and. sign of(of the permit one for each ANTENNA/SATELLITE DISHES Completed building permit application :: Assessor Account Number • `:Two: (2) sets of pfans, which include; • • [1 Site Pian (showing building and.location of antenna/sateilite dish Detalls :antenna/satellite'dlsh`and method •at attachmen Structural calculations: stamped by a Washington State license engineer may be required E ESIDENTIAL REMODELS Comptetod building permit'application(one.foreach structure l - Assessor Account Number n Two (2) sets of working drawings, which Include Site plan:: plan :. •: Floor plan Roof plan • Bulding' elevations (all views • Building cross=section •: Structural framing: plans NOTE U any uhlity`work Is to be done provide utility permit application , and plans must be submitted, REROOFS, stnicture Completed building Pe rmit a PP lication ( one Jot: .each ) .. . ; . Assessor Account Number Narrative describing existing roof, material being removed, and material being installed, • NOTE: A certification loiter is required prior to final inspactlon "and sign off of the permit. 1 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * to/ z s // PROJECT NAME &Mt: ADDRESS /7 CONTACT PERSON ARCHITECT OR ENGINEER RECEIVED CITY OF TUKWILA OCT 251991 PERMIT CENTER * (If previously issued) " PLAN CHECK NUMBER TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBM1'I .h,D TO: GB IF,U8 Mr 0CT 2 5 199/ CITY OF TUKWILA .._...._,PLAAJIVING DEPT. DATE CITY OF TUKVVILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL (0//7/f/ PROJECT NAME 01,4-\ ADDRESS 756"9- �-✓ r , CONTACT' PERSON ARCHITECT OR ENGINEER RECEIVED CITY OF TI )KWIIPh OCT 1 7 1991 PERMIT CENTER PHONE � / C 2-7 /40V G-A-j4C2(fRfovKial-S- )4kg-C-i"" TP-J2-17S PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 9/1 — 4 L2? TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMFI'1'LD TO: 14c *1114.1„. 1.4C VTALL tesloNIEN OCT 2 5., 1991 CITY 0PTUKWILA PLANNING DEPT. ‘: • is' is'Ttgn5)ts/t _ft.d6,1•1 I 0(2-s/11 14411%. 4t4 L4r.eerict41 t+rwe. NPT ct+4,Naw -6-e-afAaoR H REH4S 045 it4L -7toiyastrr t. • ; :.; 1. • ■A • . ;. •,17 t • • c PERMIT CENTER CUSTOMER • 41,A*C 6' NAME 4 C.. • STREr CITY, STATE & ZIP ANSUL n.r 1.102 FIRE SUPPRESSION SYSTEMS • INSTALLATION DESIGN SHEET DATE. . AUTHORIZED ANSUL DISTRIBUTOR NAh1F. .A:212/7 -5-9 .qi 6. �h�� � '- g ec Zf sT1EET iTATE It e. mile 4/ t /pa. FILL IN ALL APPROPRIATE DATA BELOW AND CAREFULLY SKETCH HAZARD•LAYOUT ON INSIDE SYSTEM Model(s) end serial numbers _ ate'. -_`! /O..Z47.2,-* 7/A e<gt -vp e.th .r , • Location �.` � /A/ t&/7— /IOOM r¢ • Number of nozzles and Part No. //✓' v VOA# 'Z CY_ 1 Z7 Nutnber of detector(s) and degree rating 360° 1't'- ./�• -�✓6e� • Energy shut -off devices — type and slze �� " � r �% �- e:44-3 V4'_ -vE• Location te6_ e-/iteo_ Other accessory equipment provided (pull station, electric switches, etc.) and location 6r, ,A/ Ger-rfrE5D ,ter 77)4 e- 6. 5 COOKING /VENTILATING EQUIPMENT Number of duct(s) and slze Z ac9fi. ZO�� Hood size and plenum size / . 2 '-c>" t--- Maximum temperature determined at detector location(s) Aj�� Cooking Appliances and slze of cooking surface. (NOTE: List appliances from left to right and indicate those being protected.) 1. /64 Z°� ' ,ler6 <c s 4. V7/1/6111b E4-2)44rt/r p5rge /L5.. 2 5C-4-4,"60-16 "\f/ 6 S. 75'164-6 svmD /.hvr- 10 /GP+2. 3. /e/1-4 ` /0-€ 8 COMMENTS •,, vy ' sirs ,5r.�t.4 c eWiPL.y ,k/'r .%•Y",',4/.. n1 rJ $7f Cc�,t' cS=S• e )/QU / e 6 r7ea -us 6 s rte -I'. e -6. 7z2-&e97 reve- ORte. ®rz 13-4 [§1 (al 0 LU a ce ‘i-J 01 0 0 0 0 0 11 0 0 0 0 0 r 0 1I • r Hovland Architects .S° Wiwi HA writ/ amt Cancun 33513 9* Ammo SAWA WAWA, * asloar 7 FFsdorai ttaky, WA AEU Architecture/Urban PI AAMef HOVLAND /THOMAS 206. 974 =J272 Facsimile Cover /Memo Date: Number of Pages e3 (Including this Cover Letter) P.O1 C Lff)) -- [DE ci0 199, _.�. TY OF TUKVVIL A _ _PANNING DEPT. To: It'ldr� A-ct54 FAX Number: Company: Direct Dial Number: (206) 8749272 FAX .Number: (206) 874 -9273 Job Number:_____________ Reference: Commenta: _ __ Reply Required? am Yed , Caov to: OVLANDi /THOMAS 1 tICSO • / CFR 2068749272 rivearay 20' Tip. 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Bellevue, Washington 98005 206.747-1500 I LoAol NAL1I4; .;.. •, • ' • ,14.-.4;p4 •i • ..• X 1 • VJALL1A *i..1N4LI L.71 :17)4 ' ' . „.., . : .1 : • • , ; • • ' 9°01:7 1/2>cH15' fe23•01/r-rh ' • .• • . • i . • . I • r)L,T4 2 tO t ,• t : i . : - • •,- ' •, 1 ! .#. , , ' . - i : . 1 ; . • 1 . . : ' , ■ ..t .•., , i .; ,. ;.. • • ! '. ! : . . . , idi . ' • •• ; . • ' - e, eirt i ...:. : I #.1 : • .• , .1 , I:: .....11MININIMINIMP, . . PREPARED BY 14-11-11* PROJECT "T-0.t.V .. . .. DATE ‘Sjf1411 SUBJECT (--greAL L.04=1— SHEET NO. 1-5 OF JOB NO. c 'MITCHELL & COMPANY consulting engineers I ; t 1. • 1140 -140th Avenue N.E., Suite D Bellevue, Washington 98005 206.747 -1500 a : : 475.2) o. 10 1.A) 2.L_ • I' • IJJA14 A s 14,1 tALAII. rr I; • Pep,iblkJ e iT;. 1 s ?' 1 PREPARED BY DATE, 231I 111 PROJECT_,_ - 1 1P4'5 SHEET NO. 14=7 OF {Y SUBJECT w r� —�l-- 41=1 JOB NO, s �nIITCHELL & COMPANY consulting engineers : C-2 .4* (;)1/41i..1) r I - 11!h I x 21/ �.� ' x �q. s..� • (Px�'�2�SP� • 2 to 4, L0-- 1140 -140th Avenue N.E., Suite D Bellevue, Washington 98005 206•747 -1500 '...1. 1..� tea.;...1_!..1..' ? ,. +.L..;_1- If . _i..l. PREPARED BY PROJECT SHEET NO. `1 OF DATE.. SUBJECT JOB NO. e� MITCHELL & COMPANY consulting engineers 1140-140th Avenue N.E., Suite D Bellevue, Washington 98005 206.747 -1500 • '1(-- II.' .2 2:- 7.5,0 P;PRz--g. 22 & V7,0 Il�� > (.32> At 1 1915 1?/or7 Zd 431 4/Pr 4. el e1 ;d 1-43 itt .-r • S r 4 ....._......... . PREPARED BY 40' DATE f I 114/1!. PROJECT 1 `i ^ZOLAty. SUBJECT — ' 4;46 6i 9,v SHEET NO. OF ,. JOB NO. MITCHELL & COMPANY consulting engineers C • aif , 172 I ,\( �I .%5049 a (4+ u �) • I" H PREPARED BY DATE, SUBJECT ,JOB NO. X (4= • • • • 1140 -140th Avenue N.E., Suite D Bellevue, Washington 98005 206.747 -1500 PROJECT SHEET NO. OF ••• A`)17\QP? f CA t-` 3 -2w.0 G:at. QP �� X9 2 y �. L 1 t`'voF ,4P117.114 FtArJ J ( ci? • ow o■N ' rrrl I 4 Tr 44. • Lk; rei-01 0 130 0.04104.1e,•• _ _ r 44 L.4.1 4-1- L1/4.1 I t'l#117.L1 •■■ .a./a ■■•■• • -4. ••' ''••• 44. 0114 F. - L 2,he ..... 11. L............, ..., ••■■ ••• ••• .... "''''' '''' i T4.■......... ...,.............'"..'' .... 7.......1".... ..1.' %. \\,t 1 • i: . r !I • (k} Kriwi r z I (, .r, A c NT - •INT `'•4 S agrze NT- * T r•2 .Ro%c c3 y� I>� c�r4c . Va. p &. 5 60 LT • 6/E3 v.1147 cE427414 101 Too .r..ra , - 9.0{ -o" 0.0 t°ANGioN JCft 1. L < Jc) Inc c ALT° itxTt. CO rT 1.0.c 4 TCEAS, p k. IZ 1(c) -CMG ciaL alt?: 14 rr I f 4 t pt' 4 '''':241.0 w. • , f21'; • L. V4"1G! M I NI; 111 4 PLAN CoxaKia 1iurt- fnnrC -- Alnakr ST�c►�o 4r7.Rp... Jo; tNii we' v4,4 p -moLC'ex, 6,Kfte4S,ON • :=IL LEC -;14V1)-- c:&4374 e.-4.4415 • TcoLZ-P er-Z-6c, - -0' 0:c'. •i-cRIZ. 1"yr, rANGIQN colz, e.-1407.1 L- TaxTiKas ..2, . • 1:"..:"11111.1‘c!' • g ere ; , . , • • REVISIONS • • , 1t: •. -71P Gorre 2K 4 WEAS7 Ft.7.10-la 4.■1/Qx A4rwc44A.L. {2-.<1.4,6ING 1 )c. _ u or.&Q.)00W` fo; ce.sc: Goga' — 411 A, C. co ces4; 60:15 G•'' 74.1 L. - CogsK,16, vrp. c.4-40 WATI uurrti-- ep-AeniNAT Pt--AsTeit- • 9Toc.c.c, 'psis& -co • oleeTc4+ ' etit..L)K4E PLAN Atl iki S : t�irif t iF {i0' xA A Trmt,. Ja,• m ' •r t , � MITCHELL & COMPANY consulting engineers t 1140- 1401h.'Avenue.;P ;lac '$uita :, Ba11evuc,. °VI!RShinB�c?� >� QO • ) . • 1{ „ L, slim le 44.1 al i I I 1111111 11/111i1”- {. mo" .sm �fq1 � iflii l i fir !M Mii1l lI��M*ijj l �-e i`*•&i"diP5l li1ilk lixNtAh lCiliA II 1 M W11111 Rl ai ld Pal iwbi l 4a,3Mx'�+ ;E;>!�J,i3 SG <:('i! •. , ; !: ybx'' �s , !; : ury ?j;•:i�:s : '' i 7: : i : {r i NaIridi6 l� fUwU'� b.,�,"iir�' � y, IgM'A1M .ss' •�Ei�4�•ii>�'cqYi= ; r : w mom* mcmtmi si6nbl— PREPARED B I" i DATE I I ZCP °� I PROJECT_ SUBJECT d fli��l il �l A� � ftt ■ Ml W6 Ymii »i� iii JN W tl> a : WW,, YdighWiliGJl WV. i.:Jib ifrYti:Tit1I,W0O.3c40i,4 l +i7'iVel. :,• �.:i 1ary.}�.i(l • yi}' �'+�.'�: �Fif', -1... t6 JOB. � 56 r4 MITCHELL & COMPANY consulting engineers 1140-140th Avenue N.E,, Suite D Bellevue, Washington 98005 206•747-150C (4AACIE N L"10 CiA A 4'P.C7)14 ti (/.')/ 5‘r jj i•.. L4 66 "ae- 4d.49rge 00r: 1. f• •.•, ,.; , „ • ti,b1 5fij eAtevi Aft424 , • DEC :0 t7) iggt; ..; PREPARED BY .• ; i• •4 ; 7. • ; • "i• A r .j' ; .,Trt —1:0-';„!1.17-i-74. •- i'A-• 4-.7, ''t " 10 7- I • ; • • ' ; t. . -; • -r • i• ' ..1 • - ;•;i"; f: !. 1. I • " • , 7 i.. 7,7-77-7,777 77. •••■ , PROJECT DATE 1112‘491 SUBJECT —_.—..__JOB NO. I.. 47 74 ; ; ' • .; -1 • . ■• • '‘ • .i• -;1 1- • - • " r• '• • --1- r • .i .1. 1. . • -• -4 - • r 1.• tAt M OisAtt t fritt* 9/34UPPOSIY V KVAL ttaigdatliV 1 Milli 11/19 INION1/1 71111 I IL 7747 SHEET NO. ENGINEERING DEA CRITERIA AND LOAD SUMMARYuALCULATIONS PREPARED BY: L.N. STORSET & ASSOCIATES LARRY N. STORSET, P.E. (206)565 -5175 TONY ROMA'S RESTURANT - TUKWILLA HVAC DESIGN CRITERA: 1991 WASHINGTON STATE ENERGY CODE 1991 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE DESIGN TEMPERATURES: INSIDE SUMMER: OUTSIDE SUMMER: INSIDE WINTER: OUTSIDE WINTER: XP /fig': 01/0719e. 78 DEGREES FAHRENHEIT 82DB DEGREES FAHRENHEIT 66WB DEGREES FAHRENHEIT 70 DEGREES FAHRENHEIT 22 DEGREES FAHRENHEIT VENTILATION AIR REQUIREMENTS: BANQUET ROOM (SYSTEM AC -1): 36 OCCUPANTS @ 20 CFM /OCC = 720 CFM LOUNGE WITH SMOKING (SYSTEM AC -2): 56 OCCUPANTS @ 30 CFM /OCC = 1680 CFM DINING AREAS (SYSTEM AC -3): 132 OCCUPANTS @ 20 CFM /OCC = 2640 CFM KITCHEN AREAS (SYSTEM AC -3): 20 OCCUPANTS @ 20 CFM /ACC = 400 CFM TOTAL VENTILATION = 5440 CFM VENTILATION AIR SUPPLIED TO EACH SYSTEM THROUGH GAS FIRED MAKEUP AIR UNIT MAU -1. KITCHEN AREA WILL HAVE ADDITIONAL VENTILATION AIR AS REQUIRED FOR THE KITCHEN HOODS. SYSTEM C DE IG PEAK A LOWA SYSTEM AC -1: COOLING (TONS) 2.1 HEATING (MBH) 45.8 SYSTEM AC -2: COOLING (TONS) 2.8 HEATING (MBH) 94.1 SYSTEM AC -3: COOLING (TONS) 7.9 HEATING (MBH) 156.7 SYSTEM AC -4: COOLING (TONS) 11.6 HEATING (MBH) 29.2 PN91122.0 Tony Roma's - Tukwilla 3.2 68.7 4.2 141.2 11.9 235.1 17.4 43.8 RECEIVED C)TY OF TUKWILA SEP 1 7 1991 PERMIT CENTER **** e********************************** * ** * **** * * * * * ** ** * * * * * *** ** * * ** ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** L O A D D E S I G N A N A L Y S I S by L.N. STORSET & ASSOC. ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TONY ROMA'S RESTUARANT TUKWILLA HOVLAND - THOMAS ARCHITECTS LARRY STORSET RUN #1 9 -12 -1991, 78 INDOOR DESIGN Weather File Code: Location: Created by: Latitude: Longitude: Time Zone: Elevation: Summer Clearness No: Winter Clearness No: Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Ground Reflect Winter Ground Reflect SEATTLE SEATTLE, WASHINGTON Trane Co. 47.7 deg 122.3 deg 8 19 . 95 .95 82 66 22 .20 . 20 Cooling Months Simulated: May through Sep Cooling Load Method 2: 1985 ASHRAE CLTD /CLF (TFM) Time /Date Program Run: Dataset Name: 0 :24:48 PN91122 9/ 1/91 • * * * * * * ** CUSTOMER DIRECT SERVI� ETWORK * * * * * * ** For exclusive use by: L.N. STORS�;T & ASSOC. S Y S T E M Syst Air Quantities 0 OACfm Cooling Heating 1 VTCV 720 720 720 2 VTCV 1680 1680 1680 3 VTCV 2640 3160 3160 4 VTCV 400 6455 6455 Totals 5440 12015 12015 S U M M A R Y V 6.08 PAGE 1 Heating Mbh Tons Extrnl Vent Reheat Total 2.1 -7.3 -38.5 .0 -45.8 2.8 -4.1 -89.9 .0 -94.1 7.9 -15.4 -141.3 .0 -156.7 11.6 -7.8 -21.4 .0 -29.2 24.6 -34.6 -291.1 .0 -325.8 The building peaked at hour 15 month 7 with a capacity of 24.6 tons * * * * * * * * * * * * * * * * * ** E N G I N E E R I N G * * * Syst % OA * # Cfm * 1 VTCV100.0 * 2 VTCV100.0 * 3 VTCV 83.5 * 4 VTCV 6.2 * Av /Tot 45.3 * CHECKS * * * * * * * * * * * * * * * * * ** * Cooling ---- Heating - -- Floor * Cfm/ Cfm/ Sq Ft Btuh Cfm Btuh Sq Ft Ton /Ton /Sq Ft /Sq Ft /Sq Ft 1.22 335.3 273.9 43.82 1.22 -77.97 2.03 592.9 292.6 41.02 2.03 - 113.46 1.42 397.8 279.5 42.93 1.42 -70.55 3.41 554.2 162.5 73.85 3.41 -15.41 2.17 489.0 225.1 53.32 2.17 -58.90 Sq Ft * 588 * 829 * 2221 * 1893 * 5531 * * ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zone 0 Description 11 BANQUET ROOM Sys 1 Totals ZONE S U M M A R Y Cooling Cfm/ ZnCfm SADB Sqft 720 56.4 1.22 > 720 21 LOUNGE Sys 2 Totals > Heating Coil Cfm/ Total Mbh ZnCfm SADB Sqft Mbh 25.8 720 79.1 1.22 -45.8 25.8 720 -45.8 1680 66.9 2.03 34.0 1680 72.2 2.03 -94.1 1680 34.0 1680 -94.1 31 CENTRAL DINING 1200 63.4 1.85 34.0 1200 71.0 1.85 -65.6 32 WEST DINING 583 55.8 1.76 15.3 583 77.7 1.76 -17.9 33 NORTH DINING 440 57.4 1.57 15.1 440 80.6 1.57 -28.8 34 EAST DINING 480 59.3 .87 15.6 480 73.8 .87 -27.7 35 SERVICE AISLE 297 55.8 1.55 9.4 297 71.3 1.55 -6.8 36 FOYER 160 55.9 .74 5.8 160 77.4 .74 -9.9 Sys 3 Totals > 3160 95.3 3160 - 156.7 41 KITCHEN 42 PREP 43 ASSOCIATES ROOM 44 MANAGER'S OFFICE Sys 4 Totals > 3940 60.0 5.69 85.9 3940 70.5 5.69 -15.1 2118 60.0 5.62 44.6 2118 70.8 5.62 -6.2 323 60.0 .44 7.0 323 77.4 .44 -4.8 72 60.0 .76 2.3 72 81.4 .76 -3.1 6453 139.8 6453 -29.2 * * * * * * ** CUSTOMER DIRECT SERVIC ,TWORK * * * * * * ** For exclusive use by: L.N. STORS T & ASSOC. P E A K SPACE C L G LOADS Time OA _ V 6.08 PAGE 2 Zone Totals Zone of Pk Condition Room Sens Btuh/ Space Total # Description Mo /Hr DB /WB /OAW DB & Lat Sq Ft Sens Latent 11 BANQUET ROOM 7/14 81/65/ 67 78 23851 40.6 17338 4105 Sys 1 Sum -of -the -Peaks Totals /Averages - - -> 23851 40.6 17338 4105 Block VTCV 7/14 81/65/ 67 78 23851 40.6 17338 4105 21 LOUNGE 7/16 81/65/ 67 78 29555 35.7 20740 3195 Sys 2 Sum -of- the -Peaks Totals /Averages - - -> 29555 35.7 20740 3195 Block VTCV 7/16 81/65/ 67 78 29555 35.7 20740 3195 31 CENTRAL DINING 6/17 78/62/ 61 78 26975 41.6 19570 2052 32 WEST DINING 7/18 78/62/ 61 78 15403 46.4 14457 410 33 NORTH DINING 6/19 74/59/ 53 78 6512 23.3 10085 -1610 34 EAST DINING 7/17 80/64/ 65 78 13279 24.0 9994 2214 35 SERVICE AISLE 6/17 78/62/ 61 78 8772 45.7 7371 865 36 FOYER 6/17 78/62/ 61 78 4930 22.8 3943 273 Sys 3 Sum -of- the -Peaks Totals /Averages - - -> 75872 34.2 65422 4206 Block VTCV 6/18 76/61/ 57 78 57184 25.7 65176 -2105 41 KITCHEN 7/18 78/62/ 61 78 84833 122.4 79090 4672 42 PREP 7/18 78/62/ 61 78 44435 117.9 42520 1557 43 ASSOCIATES ROOM 7/17 80/64/ 65 78 6994 9.6 6500 404 44 MANAGER'S OFFICE 7/16 81/65/ 67 78 2187 23.0 1457 596 Sys 4 Sum -of- the -Peaks Totals /Averages - - -> 138451 73.1 129568 7232 Block VTCV 7/17 80/64/ 65 78 138512 73.2 129521 8099 Building Envelope Roof Roof Skylt Skylt Skylt Skylt Zone Space RA Roof Solar Solar Cond Cond Part Part # Sens Sens CLTD Sens CLF Sens CLTD Sens CLTD 11 1130 0 42.7 0 .000 0 .0 0 .0 Pk 1 1130 0 42.7 0 .000 0 .0 0 .0 Bk 1 1130 0 42.7 0 .000 0 .0 0 .0 21 2012 0 53.9 0 .000 0 .0 0 .0 Pk 2 2012 0 53.9 0 .000 0 .0 0 .0 Bk 2 2012 0 53.9 0 .000 0 .0 0 .0 31 1616 0 55.4 0 .000 0 .0 0 .0 32 782 0 52.4 0 .000 0 .0 0 .0 33 588 0 46.7 0 .000 0 .0 0 .0 34 1370 0 55.1 0 .000 0 .0 0 .0 35 478 0 55.4 0 .000 0 .0 0 .0 36 538 0 55.4 0 .000 0 .0 0 .0 Pk 3 5375 0 53.8 0 .000 .0 .0 0 .0 Bk 3 5274 0 52.8 0 .000 0 .0 0 .0 41 1644 0 52.7 0 .000 0 .0 0 .0 42 891 0 52.5 0 .000 0 .0 0 .0 43 1803 0 55.1 0 .000 0 .0 0 .0 44 229 0 53.6 0 .000 0 .0 0 .0 Pk 4 4569 0 53.6 0 .000 0 .0 0 .0 Bk 4 4686 0 55.0 0 .000 0 .0 0 .0 * * * * * * ** CUSTOMER DIRECT SERVI( ;ETWORK * * * * * * ** For exclusive use by: L.N. STORSET & ASSOC. V 6.08 PAGE 3 Building Envelope Wall Wall Glass Glass Glass Glass Zone Space RA Wall Solar Solar Cond Cond Xflr Xflr # Sens Sens CLTD Sens CLF Sens CLTD Sens CLTD 11 436 0 15.4 4385 .411 -202 -2.9 0 .0 Pk 1 436 0 15.4 4385 .411 -202 -2.9 0 .0 Bk 1 436 0 15.4 4385 .411 -202 -2.9 0 .0 21 462 0 20.9 595 .267 -4 -.5 0 .0 Pk 2 462 0 20.9 595 .267 -4 -.5 0 .0 Bk 2 462 0 20.9 595 .267 -4 -.5 0 .0 31 0 0 .0 0 .000 0 .0 0 .0 32 825 0 52.7 8452 .642 -23 -.5 0 .0 33 257 0 12.1 2646 .740 -163 -3.0 0 .0 34 239 0 23.7 0 .000 0 .0 0 .0 35 0 0 .0 0 .000 0 .0 0 .0 36 0 0 .0 0 .000 0 .0 0 .0 Pk 3 1322 0 28.1 11099 .663 -187 -1.8 0 .0 Bk .3 1293 0 27.5 11058 .661 -263 -2.5 0 .0 41 457 0 53.0 0 .000 0 .0 0 .0 42 619 0 47.8 0 .000 0 .0 0 .0 43 509 0 39.3 0 .000 0 .0 0 .0 44 231 0 35.8 0 .000 0 .0 0 .0 Pk 4 1818 0 44.3 0 .000 0 .0 0 .0 Bk 4 1653 0 40.3 0 .000 0 .0 0 .0 Internal Loads Lites Lites Misc Misc Misc Zone Space RA Lites Peop Peop Peop Equip Equip Equip # Sens Sens CLF Lat Sens CLF Lat Sens CLF 11 2408 0 1.000 11700 9180 1.000 0 0 .000 Pk 1 2408 0 1.000 11700 9180 1.000 0 0 .000 Bk 1 2408 0 1.000 11700 9180 1.000 0 0 .000 21 3395 0 1.000 18200 14280 1.000 0 0 .000 Pk 2 3395 0 1.000 18200 14280 1.000 0 0 .000 Bk 2 3395 0 1.000 18200 14280 1.000 0 0 .000 31 2653 0 1.000 19500 15300 1.000 0 0 .000 32 1359 0 1.000 3900 3060 1.000 0 0 .000 33 1146 0 1.000 7150 5610 1.000 0 0 .000 34 2264 0 1.000 7800 6120 1.000 0 0 .000 35 982 0 1.000 2610 2070 1.000 0 3840 1.000 36 884 0 1.000 2600 2520 1.000 0 0 .000 Pk 3 9292 0 1.000 43560 34680 1.000 0 3840 1.000 Bk 3 9292 0 1.000 43560 34680 1.000 0 3840 1.000 41 3547 0 1.000 5220 4140 1.000 0 69300 1.000 42 1930 0 1.000 1740 1380 1.000 0 37700 1.000 43 3726 0 1.000 380 460 1.000 0 0 .000 44 486 0 1.000 510 510 1.000 0 0 .000 Pk 4 9691 0 1.000 7850 6490 1.000 0 107000 1.000 Bk 4 9691 0 1.000 7850 6490 1.000 0 107000 1.000 * * * * * * ** CUSTOMER DIRECT SERVIC..TWORK * * * * * * ** V 6.08 For exclusive use by: L.N. STORSET & ASSOC. PAGE 4 Zone Ventilation Infiltration -- Pulldown -- # Cfm Sens Latent TD Cfm Sens Latent TD Sens TD 11 720 2408 -7594 3.0 0 0 0 .0 0 .0 Pk 1 720 2408 -7594 3.0 0 0 0 .0 0 .0 Bk 1 720 2408 -7594 3.0 0 0 0 .0 0 .0 21 1680 5619 -15004 3.0 0 0 0 .0 0 .0 Pk 2 1680 5619 -15004 3.0 0 0 0 .0 0 .0 Bk 2 1680 5619 -15004 3.0 0 0 0 .0 0 .0 31 1200 5351 -17446 4.0 0 0 0 .0 0 .0 32 240 535 -3489 2.0 0 0 0 .0 0 .0 33 440 -1962 -8760 -4.0 0 0 0 .0 0 .0 34 480 1070 -5585 2.0 0 0 0 .0 0 .0 35 120 535 -1744 4.0 0 0 0 .0 0 .0 36 160 713 -2326 4.0 0 0 0 .0 0 .0 Pk 3 2640 6243 -39352 -.9 0 0 0 .0 0 .0 Bk 3 2640 -5887 -45664 -2.0 0 0 -1 .0 0 .0 41 240 1070 -547 4.0 0 0 0 .0 0 .0 42 80 356 -182 4.0 0 0 0 .0 0 .0 43 40, 89 24 2.0 0 0 0 .0 0 .0 44 40 133 86 3.0 0 0 0 .0 0 .0 Pk 4 400 1650 -617 2.5 0 0 0 .0 0 .0 Bk 4 400 891 249 2.0 0 0 0 .0 0 .0 Duct Heat /Fan Heat /Reheat Duct Supply Return Room Return Exhaust Over/ Zone Heat Fan Fan Exhaust Air RA • Reheat Divers. Under # Pickup Heat Heat Airflow Airflow Btuh Airflow Factor Sizing 11 0 0 0 0 720 0 0 100 0 Pk l 0 0 0 0 720 0 0 100 0 Bk 1 0 0 0 0 720 0 0 100 0 21 0 0 0 0 1680 0 0 100 0 Pk 2 0 0 0 0 1680 0 0 100 0 Bk 2 0 0 0 0 1680 0 0 100 0 31 0 0 0 0 1200 0 0 99 0 32 0 0 0 0 583 0 0 99 0 33 0 0 0 0 440 0 0 99 0 34 0 0 0 0 480 0 0 99 0 35 0 0 0 0 297 0 0 99 0 36 0 0 0 0 160 0 0 99 0 Pk 3 0 0 0 0 3160 0 0 100 0 Bk 3 0 0 0 0 3160 0 0 99 0 41 0 0 0 0 3940 0 0 99 0 42 0 0 0 0 2118 0 0 99 0 43 0 0 0 0 323 0 0 100 0 44 0 0 0 0 72 0 0 98 0 Pk 4 0 0 0 0 6456 0 0 100 0 Bk 4 0 0 0 0 .6456 . 0 0 99 0 CONTENTS OF : A : \PN9112 LINE # 1 JOB - 1 2 01 /TONY ROMA'S RESTUARANT 3 01 /TUKWILLA 4 01 /HOVLAND - THOMAS ARCHITECTS 5 01 /LARRY STORSET 6 01 /RUN #1 9 -12 -1991, 78 INDOOR DESIGN 7 08 /SEATTLE 8 09/5/9 9 10/2/1/1/1/3 10 LOAD - 1 11 20/11 /BANQUET ROOM/588/1//10 12 20/21 /LOUNGE /829/1//10 13 20/31 /CENTRAL DINING /648/1//10 14 20/32 /WEST DINING /332/1//10 15 20/33 /NORTH DINING /280/1//10 16 20/34 /EAST DINING /553/1//10 17 20/35 /SERVICE AISLE /192/1//10 18 20/36/FOYER/216/1//12 19 20/41 /KITCHEN /693/1//10 20 20/42/PREP/377/1//10 21 20/43 /ASSOCIATES ROOM/728/1//10 22 20/44 /MANAGER'S OFFICE /95/1//10 23 22/11/1/588/1/.045 /38 24 22/21/1/829/1/.045 /38 25 22/31/1/648/1/.045 /38 26 22/32/1/332/1/.045 /38 27 22/33/1/280/1/.045 /38 28 22/34/1/553/1/.045 /38 29 22/35/1/192/1/.045 /38 30 22/36/1/216/1/.045 /38 31 22/41/1/693/1/.045 /38 32 22/42/1/377/1/.045 /38 33 22/43/1/728/1/.045 /38 34 22/44/1/95/1/.045 /38 35 24/11/1/30/12/.060 /57/0 36 24/11/2/19/12/.060 /57/90 37 24/21/1/32/12/.060 /57/90 38 24/32/1/29/12/.060 /57/270 39 24/33/1/37/12/.060 /57/0 40 24/34/1/9/12/.060 /57/0 41 24/34/2/5/12/.060 /57/270 42 24/41/1/12/12/.060 /57/270 43 24/42/1/14/12/.060 /57/270 44 24/42/2/4/12/.060 /57/180 45 24/43/1/6/12/.060 /57/270 46 24/43/2/12/12/.060 /57/180 47 24/44/1/7/12/.060 /57/180 48 24/44/2/2/12/.060 /57/90 49 25/M////0/.60/.85 50 25/11/1/57/1/1/ //3 51 25/11/2/60/1/1/ //3 52 25/21/1/15/1/1/ //3 53 25/32/1/87/1/1/ //3 54 25/33/1/90/1/1/ //1 55 27/11/36/2/255/325 /1.2/1/2/1 56 27/21/56/2/255/325 /1.2/1/2/1 57 27/31/60/2/255/325 /1.2/1/2/1 LINE 58 27/32/12/2/255/325 /1.2/1/2/1 59 27/33/22/2/255/325 /1.2/1/2/1 60 27/34/24/2/255/325 /1.2/1/2/1 61 27/35/6/2/345/435 /1.5/1/2/1 62 27/36/8/2/315/325 /1.2/1/2/1 63 27/41/12/2/345/435 /1.5/1/2/1 64 27/42/4/2/345/435 /1.5/1/2/1 65 27/43/2/2/230/190 /1.5/1/2/1 66 27/44/2/2/255/255 /1.5/1/2/1 67 28/35/20/3/60 68 28/41/100/3/60 69 28/42/100/3/60 70 29/M/20/4 71 29/11 72 29/21/30/4 73 29/31 74 29/32 75 29/33 76 29/34 77 29/35 78 29/36 79 29/41 80 29/42 81 29/43 82 29/44 83 32/11/49/.56 84 32/21/32/.56 85 32/32/39/.56 86 32/33/37/.56 87 32/34/13/.56 88 32/36/32/.56 89 32/41/12/.56 90 32/42/18/.56 91 32/43/18/.56 92 32/44/15/.56. 93 33/3/5/.5/2.5 94 SYSTEM - 1 95 40/1 /VTCV /11/11 96 41/1/78/50/70/55 /60 97 40/2/VTCV/21/21 98 41/2/78/50/70/55 /60 99 4O/3/VTCV/31/36 100 41/3/78/50/70/55 /60 101 4O/4/VTCV/41/44 102 41/4/78/50/70/55 /60 CONTENTS OF : A: \PN91122.L0 (v L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 4009 BRIDGEPORT WAY • SUITE E.7 • TACOMA. WA 98466 TELEPHONE 206.565.5175 PROJECT: TONY RoMA1 s ResTp uw.aT Tu4 JtLP PN: 1I12.2 PREPARED: Jp I ENVE.LOpe. AN1\ LY515 DATE BUILDING ENVELOPE HEAT LOSS BUDGET CALCULATION FORM JOB: T'oh1•{ RoMetb:S RE.STAURP.NT — Tul<W■LA, BUDGET (PER ENERGY CODE) ASSEMBLY BUILDING GROSS SQ. FT. U VALUE 6, 02_ AREA (SQ. FT.) U x A WALL • 25 4445.0 all IV 5 210.7 CEILING /ROOF 435 35 6D. O 22..0 FLOOR WALL TYPE IC WINDOW 0.40 40).0 Z(02.P 1..e• pooR (.45oLIO) F VALUE LENGTH (FT.) F x L SLAB PERIMETER" .56 532...0 I sal .,o BUDGET TOTAL I X507 • ct PROPOSED DESIGN ASSEMBLY U VALUE AREA (SQ. FT.) UxA ROOF 0.04. (.9,022.0 271.0 WALL TYPE I 0.0 epc2 0.061 2, 6/6.0 1 114Cp .0 lb 1.6 6)q •q WALL TYPE IC WINDOW 0.40 40).0 Z(02.P 1..e• pooR (.45oLIO) O• _.k 141.0 OcoR %LA%) 0.6)0 24.0 14-.4 F VALUE LENGTH (FT.) F x L SLAB PERIMETER* • 5 ?.,...0 j $ 5 A _ PROPOSED TOTAL , . "1 q q. 4 To meet the Code, the Proposed Total must be no greater than the Budget Total. 'Optional If permitted by Building Official L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 4009 BRIDGEPORT WAY • SUITE E•7 • TACOMA, WA 98466 TELEPHONE 306.565.5175 PROJECT: 1NY ROMA'S RESTAURAAT TUKWILA PN: 81122 PREPARED: JP nZiOR PLAN - ENVELop6 ANALy5/s• '' %GUR c; :x5iYciNOoW LZk / sfx5ewiNt�oc�J vJsT 300TH .4!-X/1 UTIL 1 ' RM c ooRR DATE Co' X 5' Wu oow (Z.) 3'X5 W INpou .) A 1 L1 O u k!oRTH to /X5/ w�N Dow AREA (Sp, FT) = /0, 02.2. SLAPS PERIMETeR= 3 ?7 . L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 1009 BRIDGEPORT WAY • SUITE E.7 • TACOMA. WA 98466 TELEPHONE 206.565.5175 PROJECT: ToNy RortAA 5 RESTAURANT TuK W►!A PREPARED: JP E&/VV C.Op6, ANALYs/s PN: 911 Z2 DATE &oc)TN E.LEVATI ON WALL: TY'I to' x � I'- = 715 -a5 FI2D00R) --85 = 630 (— C,DtTZwiaoow) WALL :Tee 3' -tx ?Iii " = 250.25 DOOR 3�'�°M) ?' = WINDoAJ:&xtai= loo WALL ° & 30 FTZ •TYM WALL = z5D FT 1 1L Uoo R = 2 . FTI!' . \A/114 70W = 1.00 FT z C Rosd5 WAILL. 96 6 FT 2- L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 1009 BRIDGEPORT WAY • SUITE E.7 • TACOMA. '.VA 98466 TELEPHONE 306.565.5175 PROJECT: r2N'( iZO•\ 1"U \GW IL-A, PN: 01122. PREPARED: J? I SNv eLo P E Ac \mt.4 DATE \NaST ELEv /TIoN (4) -N® WALL -CY PE 1d A -T e ^ fin = -16/2.5 �-- 77 pocks) 152 Cp 40 . C 75 WINDOWS) d WALL TYPE It 3'4 x 611-3 2:7"/ .37 0 DOOR. 2I(12):9" w /GLASS: 2'XG4= 2. DooR : 4xi'x 2_ _ 40 W1NUoW : 6'x5'x 2 =loo = ?5 3'.2( 5': i5 WALL= 641 -Type I WALL= 277F"=TYPE 'DOOR = Co Fr Z 12FT7' WINDOW = 75 Caries \A/ALL 1,o7Q Pr-4 C L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 41)01 BRIDGEPORT WAY • SUITE E.7 • TACOMA. '.VA 94466 TELEPHONE 206.565.5175 PREPARED: JP sovELop s ANAL\(s\5 L PROJECT: Toney FoMA'S RE1T4 u RANT PN: '11122 DATE I\1or�M ELEVA7-101..1 vJ QU.._ TYPE T : 1 OI x -1Co- - �Co2 • (- 150 W1Ngow) C- 21 DooR) WALL. TYPE. II : 51--1:)‹ 761 3 = 2606.S1 DOOR a 3'x7'= al (-12) = elF1' WGLA55 : 2' x &J = ! Z. I71 =5gJo5 Tz. 5 WALL- -- 592 WALL= 2 tp7 cooR = q Ft z GLASS = 12.FTz FTC TYPe IL vvi1Noov.: o'x �x4= IW Wlricj 15e-1-z. *J>is 5 X2= 30 > D '-r L _ 61©sS WALL 11030 o _ 0 0 • 0 vJ QU.._ TYPE T : 1 OI x -1Co- - �Co2 • (- 150 W1Ngow) C- 21 DooR) WALL. TYPE. II : 51--1:)‹ 761 3 = 2606.S1 DOOR a 3'x7'= al (-12) = elF1' WGLA55 : 2' x &J = ! Z. I71 =5gJo5 Tz. 5 WALL- -- 592 WALL= 2 tp7 cooR = q Ft z GLASS = 12.FTz FTC TYPe IL vvi1Noov.: o'x �x4= IW Wlricj 15e-1-z. *J>is 5 X2= 30 > D '-r L _ 61©sS WALL 11030 L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 4009 BRIDGEPORT WAY • SUITE E•7 • TACOMA, WA 98466 TELEPHONE 206.565.5175 PROJECT: 7iu/ RoMA Is RE STAURAN'r T -0K LA PN: / /ZZ PREPARED: JP gAlt/g1.4opE AAJALy -/5 DATE AAS"r ELEVAM Oi\I co r Q WALL -TYPE I : 1o'x 1041= 1,040 �— VCo5 WiNDow) 247 - 83A (_4 . soop) WALL = S3 3 PTZ TYPE. 1 WA lL TYPE -III x io42 a 364 c— 12 ZW hNoo >. tt WINDOW : x5x 7 = lob ‘51Y do' *= 30 4!)4-4:=18 11x6'x2=12 1R ; 3'x7' )(2. . 42.. ANAL- =5S FT TYF WINDOW 15VTL Wo R CRass WALK= 080 Frz L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 1009 BRIDGEPORT WAY • SUITE E.7 • TACOMA. WA 98466 TELEPHONE 206.565.5175 PROJECT: 13,JY RoMA,'5 1L) PN: 91122 PREPARED: JP WALL -YPe I O -VALUE. DATE Sketch Building Section here: Element 5XTERIoR SURFACE l_v►► W00D STUD G VD" 0.C, 7R\ -VET EXTER►oR BETWEEN FRAMING Inside Air Film R Value ..XTERtOR.5uRFAee 0.07 't ik∎ -VET ex-rekloa 0.20 8161 11■15uLPT or.) 19,0 /23 a6.1Al43. ®25!0 1 N51 DE SURFACE 0.6 S Outside Air Film TOTAL. R- VALUE (INSULATED) Framing Percentage l */6 _ Insulated fraction Framed fraction Uavg. - Insulated R Value • Framed R Value uavg.. 0.85 + 0.15 = 0.060 �20• ' S. 38 R. Iii 1 K15uLt\--"ioN 5/8t1 G•W. P e I t151 DE 3 uRF -ACE AT FRAMING Element Inside Air Film R Value 0.07 O.zp Co" WooD STUD C 7 0.66 a lob Outside Air Film . TOTAL R -Value (FRAMED) L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 4009 BRIDGEPORT WAY • SUITE E.7 • TACOMA. WA 98466 TELEPHONE 206.565.5175 PROJECT: ( TONY ROMA'S RESTAU9T -11.) ‘<%1 1 LA PREPARED: J? WAS,.. -Type ZL U \/ALUs PN: W 2.2. DATE Sketch Building Section here: Element 'Co" WOOD Snow S 6, -�--, t N OS 5 uRFA.c.E �STI L.t.. A ) --- R 1 tJSULKT t Oni OR\-V6-1° erne toR Du rstDE SuFq*,CE BETWEEN FRAMING AT FRAMING Inside Air Film R Vatue IN S 'Da 45 )P A E o•(28 (5 11 AIR) R lei 1 N5U1..ATi o1J tq.'S DRt - VAT etaRioR a ZO l Sttge S E O./7 Outside Mr Film TOTAL R- VALUE(INSULATEDI 76.65 O' Framing Percentage Imo% O Uavg, Uavg, Insulated fraction Framed fraction Insulated R Value 4. Framed R Value 015 X �.1 c 0.06' l 20.55 7.412- Element R Value Inside Air Film 6o "W4 ooSTuo lo. B7 o.20 Outside Air Film TOTAL R -Value (FRAMED) L.N. STORSET AND ASSOCIATES, P.S. CONSULTING ENGINEERS 4009 BRIDGEPORT WAY • SUITE E.7 • TACOMA, WA 96466 TELEPHONE 206.565.5175 PROJECT: 4 'Tory RoMA's ReSTAoRANT TuKW'LA PREPARED: JP DATE Sketch Building Section here: R)'3 BATT 1N ISULATt4N ROOF A5e*. e. i3 ? 51-/LL AIR, OUTSIDE S VRFACE INsiP sUR?Aee. Al R BETWEEN FRAMING Element w1 R Value Inside Air Film (51 AIR) 0.691 BAIT INSUL �TiLL AIR 5PACe 0,84 Ar oris-rie T! Le 1.25 Outside Air Film(�1i1,1AIR ) TOTAL R- VALUE(INSULATED) jJ Framing Percentage Insulated fraction Framed fraction Uavg. ' Insu ated R Value ` Framed R Value Uavg. O. . Acous -ne. AT FRAMING Element Inside Air Film 5ll LL AIR Outside Air Film TOTAL R -Value (F1RAMED) R Value EXTRIOR COLOR SCHEDULE SCHEME II PAINTS COLOR ; NUMBER AREA DESCRIPTION OF COLOR USED Parapet & Window Trims & Base Band which runs along the perimeter of building PT -1 Paint Color: Custom Mix, i.e. Tony Roma's Tan Main Body of Building (upper walls) EXTERIOR ONLY Manufacturer: Benjamin Moore's - Moorlife Formula: Base 3 -105 - 3A per gallon add OY -1X18 BB -8 RT -2X18 Finish: Flat Exterior Latex FOR USE ON MASONRY Soft -Gloss Exterior Latex Moorglo House & Trim FOR USE ON WOOD PT -2 Paint Color: Custom Mix, "Tony Roma's Green" Parapet & Window Trims & Base Band which runs along the perimeter of building EXTERIOR ONLY Manufacturer: Benjamin Moore's - Moorlife Formula: Base 5 105 5A per gallon add 4X220Y 2X26BK 5X2DBB Dip 2 Cups after above 3 additions then add 0Y1 X28 BK3X12 BB1X28 Finish: Fiat Exterior Latex FOR USE ON MASONRY. Soft -Gloss Exterior Latex Moorglo House & Trim FOR USE ON WOOD PT -3 Paint Color: Black Metal Rails, Lampposts, . and Fixtures EXTERIOR METAL TRIMS Manufacturer: Benjamin Moore Product: ron lad Retardo -ust nhibitive Paint Alkyd :ase Formula: 163 (Black) Finish: Semi -Gloss PT-4 Paint Color: Custom Mix, i.e. Tony Roma's Blue /Gray , RECEIVED CITY OF TUKWIL OCT 2 5 la PERMITCENTEF EXTERIOR BASE BAND Manufacturer: Benjamin Moore's - Moorlife Formula: Base 5 105 - 5A per gallon add OY -27 BK -2X23 BB - 31 WH -24 CR - 10 Finish: Flat Exterior Latex FOR USE ON MASONRY Soft -Gloss Exterior Latex Moorglo House & Trim FOR USE ON WOOD Rev.7 /91 COLOR SCHEDULE SCHEME 11 Stain Color: Manufacturer: EXTERIOR: V ENTRY DOORS SIDEUTES & TRANSOM Custom Mix, i.e. Tony Roma's Mahogany Mohawk Mix one part Mohawk Base Concentrate Colorant "Perfect Brown" #500 -2497 with one part "Dark Red Mahogany" #500 -2277, and three parts S -15 Reducer, #650 -0207. ,4:fF: ;:iii:•:::' ^:'l..i'.i::i {i': :y::]' 4i:'y:j:L {:},. Stain dries very rapidly, and should be wiped down immediately. Mohawk Wood Stain Retarder #545 -006 will slow the drying as may be necessary for effective color control in hot and/or dry conditions. After 15 - 30 minutes drying time, spray on two (2) coats of sanding sealer, sanding between coats. STER.Mix 1/2 quart "Perfect Brown' #500 -2497 and 1/2 quart "Dark Red Mahogany" #500 -2277, to 5 gallons lacquer (DO NOT USE URETHANE) and use to shade wood to desired color. (DO NOT SAND THIS STEP) (MATCH TO STAIN CHIP.) This glazing technique should be sprayed with a fine - tipped spray. IFor final sheen on wood surfaces, apply 2 coats of eggshell lacquer after the glaze coat. hes Comma= 1991 Rev.3 /91 1U/ 47/ 71 1r1 : 01 gQ Gt/la J'LO Gt)44 A 1 S I NOUN ASSUU. Ordering Into nation - AR M -ele1 TIP 2 /4 5,6,7,8 10 \ t�tt )rder lamps separately. `,p�' yt, Jt`r,: Mogul Base - 150 to 400 Watt Drdering Guide • 7ixture and pule are described by t single number sequence as Ilustrated at right. 2B / AR3 / 2501iPS277 / BL -P / LS / TB / PRA30 -6188B / BLP viva/ options �nr•srrwr Lighting 11 Mounting Arrangement Cat No. 1A EPA- 1.2 rm. 2 Fixture Catalog numbce indicates light distribution. rt Cat No, 3T EPA -3.2 Cat. No. 28 EPA -2.4 Cat. Nu. 4C PPA -3.9 Cat. Nn. 2L EPA --2A rat Cat. No. 1W Wall Mount Cut. No. A R2 Type II tart. N. AR4 1\pe IV Wtrward 9'hrua' (;;tt. No. AR3 Type III (::u.'Nu. AR5 Type V Square RECEIVED CITY OF TUKWILA OCT 25 'w1 PERMIT CENTER See catalog Alb for selection oft)sture and mounting arrangement based on photometric performance. Ala.1B Klut I.I1thunk Omit jbr1u• Wal(.lr,,,,,,r 3 Electrical Module Lamp (by others) Ballast Module Cat. No. 'Lamp available from Kim, see p. 19. Line Line Max. Volts Watts Amps. 150 Watt 150HP5120 120 High Pressure Sodium 150HPS208 208 E•231/2 Clear Mogul Base 150HPS240 240 55 Volt 150HPS277 277 150HPS480 480 170 2.20 188 1.15 188 1.00 188 0.85 188 0,44 250 Watt 2501HPS120 102 00 7 High Pressure Sodium 2 5 208 300 1. 518 Clear Mogul Base 25011PS240 240 300 1.38 .y.250HP5277 277 300 1,20 250HPS480 480 300 0.69 16 002 s 400 Watt High Pressure Sodium M8 Clear Mogul Base 400HPS120 400rn'S208 400HPS240 400HPS277 400HP5480 120 208 240 277 4110 465 4.30 465 2.48 465 2.15 465 1.86 465 1.07 175 Watt 175M11120 120 215 1,80 Metallic Halide B•28 175M14208 208 215 1.04 or ED-28 Clear Pin 175M}1240 240 215 0.90 Oriented Mogul Base 175MH277 277 215 0.78 175MI1480 480 215 0.45 250 Watt 250M1-1120 120 295 2.50 Metallic Halide BT-28 250MI1208 208 295 1.44 or ED-28 Clear Pin 250MH240 240 295 1.25 Oriented Mogul flaw 250MH277 277 295 1.08 250M11480 480 295 0.65 400 Watt 400SMEt120 120 455 4.00 Metallic Halide ED -28 400SM11208 208 455 2.30 Clear Venture' Pin 400SMH240 240 455 2.00 Oriented Mogul Base 4005M11277 277 455 1.75 4008M11480 480 455 1.00 175 Watt 175MV120 120 200 1,75 ' Mercury Vapor E.28 175MV208 '2014 200 1,00 Coated Mogul Base 175MV240 2.111 200 0.87 175MV277 277 200 0.78 175MV480 480 204) 0.44 250 Watt Mercury Vapor E•28 Coated Mogul Ri \e Z5UMV120 250MV20A 250MV240 250MV277 250MV480 120 208 2.10 277 480 285 2.50 285 1.50 285 1.25 285 1.10 285 0.62 • • • 10/25491 10:38 $206 3e3 2544 J ATKINSON ASSOC. 4 Finish TC IC Thermoset Polyester l'owtler.Caat Paint applied over u chromate conversion coating to housing. Ions frame. latch and Support ann. Select pole; finish from pole spec sleet, Cat. No. Color 131. -P Black. DB -P bark Bronze, resembles 313 Duranodic color, LG -P light Gray Aluminum. WH -P White. See photographs on page 11. [ 5 Optional Lexan Shield One piece vacuum /'armed clear l fV stabilized poIycarhonate enclosure replaces standard tempered glass Tens, 250 Wall maximum (sec specs for higher wattage ). CAI 1TlON: t 1sc only when vandalism is anticipated to he high. llsetul lire is limited by 11V discoloration from sunlight. mercury vapor and metallic halide lumps. X1003 Cat. No. LS 6 Optional Photocell Receptacle Factory prewired receptacle Installed directly above electrical compartment with full gasketing, For multiple fixture: mountings (250X' and less), one fixture is Supplied with a photocell receptacle to operate the others. Four 40UU', fixtures require two fixtures with photocell receptacles. NEMA ba.4e pht►N►eells h)• others. Cat. No. A -25 Optional Houseside Shield For AR2. AR3 and AR4 fixtures only. Stamped aluminum shield with bypass louvers for strcetside light. Attaches to lens frame interior on any of four sides to insure correct orientation with reflector. Black anodized panel added to reflector to reduce houseskle reflections, C.A. No. HS Note: (1srrJt''rclear lamps only! l ffvctitowess Is reduced for coated lamps Mounting Arrangement *'Fixture with photocell receptacle anti slave unit(s) •)1c+ 1 A or I \ \' 141?" '* B 2L 111 1 Y * 31. (J.2) ,J Wattage Per Fixture 70.41(1\\'. 70.250W 400W. 8 Optional Tamper-Resistant Latch Standard latch is provided with a captive 10.32 stainless steel flat sockct•bead screw to prevent unauthorized opening. Cat. Nu, IL Note/ Reyuir. d only for vandal pmtectlon in locations uabenf fixtures can be readied by unauthorized persons Special Options for Street Lighting 10 Poles See Kim pole spccili- cation sheets designated for AR fixtures. i Round Pule 7)'ht's: Alum, Non. lammed Kim .Spec Sheet: PRA r.1'auare/stains Harr)' a/sea be used 85 AMP, 600 Volt box clamp Terminal Block for field wire. connections. Mounted to housing inside electrical compartment and factory pre - wired to electrical module disconnect plug. Accepts #14.4 wire. Cat. No. TB Nun. Thperi PTRA PTRS Optional Air kilter pt:rnilts optical chamber to breath. Filters Out all sir partiek . above 500 microns, Mounted in solid will between optical compartment and latch cavity. Cat. No. AF Optional Shpfittt:r Mount for horizontal pole davit.arm with 2" pipe size mounting end (2.YN" 0.1). ). Cast aluminum with clamp-type action and single set - screw arui.rutatlon lock. Bolts to housing from inside electrical compartment. (:at. No, SF 11 Venture Metallic Halide Lamp 400 Watt, 40,001) Init fuI horizontal Iuttuns, •1000K", 20,000 hours'. l;1)•2it clear pin• oriented mogul base. Cut No. MS 400 /HOR/I D2H Ballast module must he 400SMH series, sec p. 1H 'Avt'ragt' Illy. huyt'd on 111 hours operation per start. Vitt, 1 ...I......, A 1■■•10 .-3 -TP J� i$14ari6- p ROCK WALL / &.c.. m \ 4 PF --8TH MOUND 24; RANT IOOHH 3 RAK 'C IEX 100 HHH PR 577EG O 1) N rva JPR 1 6TP ' LANDSCAPE BUFFE Paved Walkway 350HH RECEIVED CITY OFTUKWILA ()CI 25 1991 PERMIT CENTER OSTFLa....1 v •o, • rivewoy 20' Typ. bldg.,' 6 AGF 30 TPEG 9 iP Gross,fsod /fined swo /el 4 "x6" TREATED TIMBER ED( PLANTING AREAS ABUTTING .3G0 HH /4 icr 6YI0 Detentes Area 42" SD Id'g i emove Curbcut ter Parkway 1446;&_ PROJECT NAME PLAN CHECK NUMBER c11-00 ROUTING UTILITY Pt"OJECT TRACKING CHECKLIST SITE ADDRESS rT;�nJ Rorno,f7 o SUITE NO. RECEIVED TYPE OF REVIEW TO PWD APPROVED REQUESTED COMMENTS q --n—q► i%€ u-I"I 1i-1y C fl_ci i /) /c/' Curb Cut/Access/Sidewalk Pw qQ - Oool 1 la -S-61 / 1-1- l- qa /( Fire Loop/Hydrant FL/ 1)0(0 -92 0. -5-91 /-31.-92-• Flood Zone Control ,Y Grade/Fill ,? /71_ - os-/- 9/ Hauling PERMITS REQUIRED °X" PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization/Striping/Signing Curb Cut/Access/Sidewalk Pw qQ - Oool 1 la -S-61 / 1-1- l- qa /( Fire Loop/Hydrant FL/ 1)0(0 -92 0. -5-91 /-31.-92-• Flood Zone Control ,Y Grade/Fill ,? /71_ - os-/- 9/ Hauling X Landscape Irrigation Pw qa - oects a s-.)- q / la- .q) 3-3O-CW Moving an Oversized Load Sanitary Side Sewer SS() — 02C/ ,y/ Sewer Main Extension (private) Sewer Main Extension (public) 50 r25-3 - el / la- a- a) 14 - l - C X Storm Drainage PW qa- 006110 Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) size: / No.: / IDAtter Only fit/0-0077 i? J(J9 / 3 -)O -93- Water Meter (permanent) sue: No.: 1O/20-- P ,953 -() Water Meter (temporary) stze: No.: '> Other: Jo._-t.?r 5ev uiC-e R- e_conl -gf- Iora pwga -oog3 LQ -5 -ql �L - ( -11Q LL'' )-�� V Other: `wit .tnsr y J-Qu -er �Q.:C.A Irli'1P1. Q 1 CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERMF'1 APPLICATION PLAN CHECK NUMBER: q l — PROJECT Site Address: 17305 5©[1 4CetJ?f'.g. iPKw1Ay) e •�•I -1 rv!L INFORMATION Name of Protect: IbAW 1Z D 14' 5 stool (t& . S SEAT- LE Property Owner: P C.I F lG k)012-714 WEST A gad P Street Engineer: L4R12-k-? N. STbRSEr � p . E . Street Address: 4o •,1z I' 7 EfoR r t,Ot.t1 SLl I E -7 Contractor: It 1,E DE1ERAl /6U Street Address: _King County Assessor Account Number :'�-lo Z., Phone No.: -3f02 -4:350 City /State /Zip: UJA► . c7•10 �y Phone No.: S - S r7.S City /State /Zip: / CO1)'1A,JA Q� Phone No.: City /State /Zip: D2 PERMITS. !! >; ❑ Channelization /Striping /Signing REQUESTED.:; ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: _ Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: — Sizes• Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent- No Sizes' ❑ Water Meter / Temporary: - No.: Sizes ❑ Other: :WATERsiMETER Rp pa REFUND /BILLIN MON.THL;Y >:< SERVICE >`<'> .............. ...... BiLLINGS'TO: Name: Phone No.: ❑ Water Street Name: Street ❑ Sewer ❑ Metro ❑ Standby City /State /Zip: Phone No.: City /State /Zip: ;' DESCRIPTION ;OF PROJECT ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ CommerciaVlndustrial MISCELLANEOUS INFORMATION ❑ Office ❑ Retail ❑ Single - Family Residential ❑ Duplex ❑ Apartments Other: ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Church ❑ Manufacturing ❑ Hospital ;r Other: ' SIAL1 ❑ School /College /University ew Building ❑ Remodel/ Square footage of original building space: quare Addition Footage: e.0, 100 S.F. Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ is I1 Hbf$Y :GEHTIFY:T T 1 HAVE :READ;:THIS APPLICATION. AND KNOW:THE:.SAME TO. BE:TTRUE'AND: °CORRECT Contact Person 1 MAO SA1-1114 (print name): ..101-1i) ovOstsi... og 97-• 92'7 Applicant /Authorized Agent Signature: 94• Ir./(---:{-- Print Name: PauL A. M A,4 W! LL..€g Address: 13 2 a qS L M. e. 'BELL EVLUE Date: 9 - I Phone: ;, . - c'L Z W,., -zoo- Phone: o Date Application Accepted: CI _ 1 --Thq I ...-43 Date Application Expires: 51-7 cfra 09/18 /90 SUBMITTAL CHEC( .IST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans:. • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest Intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - 'asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts /location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Eroslon control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O' Business License with City of Tukwila O Route map SANITARY SIDE( 'WER O Type of pipe - conc b,„ PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection polnt(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER .MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection points) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) ' O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of Ilmits of activity relative to public right -of -way and easements O Proposed traffic control /detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (limes and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection polnt(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie In of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: PHONE #12061 4311800 MEMORANDUM Gary L. VanDoscn, Mayor FROM: 3h - V L r - DATE: SUBJECT: F -12.2_ L-5 'T r c Rorn5 u on R-- 'c..v rant 62i1 o c) a X eU . i 5 = '45 a3'5, (4`15 . e ldb R- er ffiec 1,4 5a . 00 Pto.n a . �Q r C Urr,2_ 1-Laa X61 .5o CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKIVILA, WASHINGTON 98188 PIIONE 11 (206) 433.1800 Plan Check #91 -403: Tony Roma's 17305 Southcenter Py Cary L VaiDusca, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME P T,,OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER Ib 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special' inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Tony Roma's Page 2 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition.),,_ ___Uniform...,_,Mechanical.... Code._ ,. (1988 Edition) , Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Maximum occupant load for dining room and lounge shall be posted near the main exit from each room UBC Section 3302 (0). 20. Exit illumination with emergency source of power shall be installed in accordance with UBC Section 3313 (a) and (b). Tony Roma's Page 3 21. A separate mechanical permit is required for the installation of a Class 1 Kitchen Exhaust Hood. This permit may be applied for at the Department of Community Development Permit Center. 22. .An automatic fire - extinguishing system shall be installed throughtout, in accordance with UBC Section 3802 (c) and Tukwila Municipal Code requirements. 23. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 24. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City S Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -403 Gary L. VanDusen, Mayor October 16, 1991 Re: Tony Romas - 17305 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.313(d)) Commercial -type food heat- processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (UFC 10.313) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance 01528) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Local U.L. Central Station Supervision is required. (UFC 14.105) 4.. Manual pull stations are required at each exit, City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. Central Station supervision is required. Local UL Central Station supervision is required. (City Ordinance #1327) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame - spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) 6. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) 7. This review limited to speculative tenant space only - City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 Gary L. VanDusen, Mayor special fire permits may be necessary depending on detailed description of intended use. Yours truly, Atat") The Tukwila Fire Prevention Bureau cc: T.F,D. file ncd CITY OF TUKWILA 6200 SOUTHCENTER HOULEVARD, TUKWILA, WASHINGTON 98188 December 5, 1991 John O'Neal Pacific Northwest Group A 5601 6th Avenue South Seattle, WA 98108 PHONE # (2061433.1800 GatyLVaaMmIllayor SUBJECT: Tony Roma's Restaurant, 17305 Southcenter Parkway Utility Permit Application (Plan Check # 91 -403) Dear Mr. O'Neal: The Public Works Department has reviewed and hereby approves the revised plans (submitted November 26, 1991) for the subject facility. You are referred to other City agencies, including the Fire Department and the Building and Planning Divisions, for other possible requirements and approvals which may affect the commencement of this work. In addition, all of the requirements from the Union Pacific Railroad Company specified in the letter, dated October 16, 1991 from Jim Hill, need to be complied with. Please contact Denise Millard, Permit Coordinator, at 431-3672 to have the following permits prepared for pickup: Curb Cut /Access /Sidewalk Permit (Permit Fee = $25.00) p(,Aa...opa l This permit allows the removal of the most northerly 1-1-1-q driveway access to your property and the installation of new curb, gutter and sidewalk. 2. Fire Loop /Hydrant Permit (Permit Fee = $25.00). This permit is for the sprinkler vault and associated piping external to the building. 3. Landscape Irrigation Permit (Permit Fee = $25.00)3 '3012 A The landscaping plan itself needs to be submitted to the City Planning Division for review and approval. 4. Storm Drain Permit (Permit Fee = $25.00) puj qa _ p 0C1 14, I- 61Q This permit was inadvertently omitted from the initial project approval letter for demolition. It is required for the new storm drain system that was or is being installed as part of the project. 5. Water Meter Exem +t 1 1 2" Deduct Meter No Permit Fee 6. Other Permits cycloco A. Water Service Reconnection (Inspection Fee = $15.001 Special connection charges have been waived due to participation by the previous developer. B. Sanitary Side Sewer Reconnection P)3 ga.." Oq q (-j (Inspection Fee = $20.00) (J Special connection charges have been waived as in (A) above. You are required to complete the enclosed Non - Residential Sewer Use Certification Form, forward the original to METRO and return a copy for our files. Also enclosed is a set of the approved plans for this project. If you have any questions, please call me at 433 -0179. Sincerely, John A. Pie g, P.E. Associate Engineer Public Works Department xc: Finance Department Ted Freemire, City Shop Superintendent Moira Bradshaw, Associate Planner Greg Villanueva, City Utilities Inspector Permit Coordinator METRO Ray Onieda, Union Pacific Railroad Read File Development File: Tony Roma's Enclosures: 2 as stated CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 November 5, 1991 Mr. John O'Neil Pacific Northwest Group A 5601 - 6th Avenue South Seattle, Washington 98108 Dear Mr. O'Neil: PIIONE # (2061 (33.1800 Carp 1.. 1 inrDusrn, Mayor SUBJECT: Tony Roma's Restaurant - 17305 Southcenter Parkway Utility Permit Application (Plan Check No. 91 -403) The Public Works Department has reviewed the original plans and the two recent revision submittals, dated October 29, 1991, for the subject project. Plan Sheet Nos. D -2, C -2, C -3, A -1, and M -1 were submitted by your consultant as being pertinent to secure necessary permits for this second phase of your project. We have the following comments to offer: 1. The existing watermain is not identified on the plans as to location, size and material of pipe, depth of cover, etc. The sprinkler pit assembly will tie into this main and the connection point is not shown. 2. New water meter size is not identified and its connection to the existing main is not shown. 3. On Sheet No. M -1, the water service pipe material is not indicated. This also applies to the sanitary sewer connections. Identify the fitting for the connection of the 4" line to the 8" line. In addition, as was indicated at the first project meeting between Public Works and the consultant, the grease trap needs to be a double- baffle trap in accordance with Tukwila City Standards. 4. On Sheet C -2, Note No. 1, at the bottom of the sheet should be changed to read: "Slope sidewalks toward the curb at a 2% grade." This is in accordance with City Standards. 5. Bioswale bottom slopes should normally be two percent with a maximum of four percent. Persistent water pooling is undesirable. Please identify slopes. Mr. John O'Neil November 5, 1991 Page 2 6. Sheet No. C -3 should be amended to reflect the new rock wall detail. 7. Geo Engineers recommends that .a member of their staff be on- site to monitor pile installation. We feel that this would be money well spent. I am returning five sets of plans which include Sheet Nos. C -2, A -1 and M -1 and which comprised your revision submittals dated October 26, 1991. Please resubmit four (4) sets of these sheets with revisions as well as four copies of revised Sheet No. C -3. I believe that Sheet No. D -2 remains unchanged. If you have any questions, please call me at 433 -0179. Sincerely, John A. Pier P.E. Associate Engineer JAP /kjp Enclosures: As Stated CC: Imad Bahbah, Project Architect Moira Bradshaw, Associate Planner Greg Villanueva, Utilities Inspector Denise Millard,'' Permit.`. Coordinator. File: Tony Roma's Development CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -403 CONTACT: JOHN O'NEIL PROJECT : TONY ROMA'S ADDRESS: 17305 SOUTHCENTER PKWY DATE: October 9, 1991 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATION ARE REQUIRED TO COMPLETE THE PLAN REVIEW BY BUILDING DIVISION. PLEASE RESPOND IN ITEMIZED LETTER FORM AND SUBMIT TWO COPIES OF ALL REVISED PLANS OR NEW INFORMATION DEVELOPED. 1. THE PLANS, AS PROPOSED, INDICATES THAT AN AUTOMATIC FIRE - EXTINGUISHING SYSTEM THROUGHOUT IS REQUIRED. SHOW COMPLIANCE WITH U.B.C. SEC. 3802 (c). 2. THE LOUNGE AREA WILL ACCOMODATE AN OCCUPANT LOAD SUCH THAT TWO EXITS WILL BE REQUIRED FROM THIS AREA. WHEN TWO EXITS ARE REQUIRED FROM A SPACE, ONE REQUIRED EXIT MAY EXIT THROUGH AN ADJOINING ROOM, IN ACCORDANCE WITH U.B.C. SEC. 3303 (e). THE PROPOSED SPACE PLAN AT THE LOUNGE AREA INDICATES THAT ALL MEANS OF EXITING THIS SPACE WILL REQUIRE EXITING THROUGH ONE OR MORE ROOMS. ONE DIRECT ACCESS TO AN EXIT IS REQUIRED FOR THE LOUNGE. 3. A SEPARATE SOURCE OF POWER IS REQUIRED FOR EXIT ILLUMINATION. SHOW ON PLANS PROPOSED METHOD OF COMPLIANCE WITH U.B.C. SEC. 3313 (a) & (b). 4. THE PROPOSED METHOD OF PROVIDING FOR A ONE -HOUR DUCT ENCLOSURE AT THE KITCHEN EXHAUST HOOD IS VALID FOR A FLOOR TO CEILING INSTALLATION. PLANS ARE NOT CLEAR AS TO HOW THIS ENCLOSURE ASSEMBLY WILL BE SUPPORTED IN THE PROPOSED APPLICATION. PROVIDE ADDITIONAL DETAILS ON PLANS. 5. PROVIDE LIGHTING SCHEDULE TO SHOW COMPLIANCE WITH THE LIGHTING POWER BUDGET FOR THIS BUILDING AS PRESCRIBED IN THE WASHINGTON STATE ENERGY CODE. '"INCLUDE, BOTH INTERIOR AND EXTERIOR LIGHTING. PREPARED BY: ROB RT BENEDICTO, CITY OF TUKWILA 0 DEPARTMENT OF COMMUNITY DEVELOPMENT 40- 44,(l BUILDING DIVISION r `� 9)1, 1<°/1;Ot'' PLAN REVIEW NO. 91 -403 PROJECT : ADDRESS: DATE: TONY ROMA'S 17305 SOUTHCENTER PKWY October 9, 1991 CONTACT: JOHN O'NEIL THE FOLLOWING CORRECTIONS AND /OR CLARIFICATION ARE REQUIRED TO COMPLETE THE PLAN REVIEW BY BUILDING DIVISION. PLEASE RESPOND IN ITEMIZED LETTER FORM AND SUBMIT TWO COPIES OF ALL REVISED PLANS OR NEW INFORMATION DEVELOPED. 1. THE PLANS, AS PROPOSED, INDICATES THAT AN AUTOMATIC FIRE - EXTINGUISHING SYSTEM THROUGHOUT IS REQUIRED. SHOW COMPLIANCE WITH U.B.C. SEC. 3802 (c). 2. THE LOUNGE AREA WILL ACCOMODATE AN OCCUPANT LOAD SUCH THAT TWO EXITS WILL BE REQUIRED FROM THIS AREA. WHEN TWO EXITS ARE REQUIRED FROM A SPACE, ONE REQUIRED EXIT MAY EXIT THROUGH AN ADJOINING ROOM, IN ACCORDANCE WITH U.B.C. SEC. 3303 (e). THE PROPOSED SPACE PLAN AT THE LOUNGE AREA INDICATES THAT ALL MEANS OF EXITING THIS SPACE WILL REQUIRE EXITING THROUGH ONE OR MORE ROOMS. ONE DIRECT ACCESS TO AN EXIT IS REQUIRED FOR THE LOUNGE. 3. A SEPARATE SOURCE OF POWER IS REQUIRED FOR EXIT ILLUMINATION. SHOW ON PLANS PROPOSED METHOD OF COMPLIANCE WITH U.B.C. SEC. 3313 (a) & (b). 4. THE PROPOSED METHOD OF PROVIDING FOR A ONE -HOUR DUCT ENCLOSURE AT THE KITCHEN EXHAUST HOOD IS VALID FOR A FLOOR TO CEILING INSTALLATION. PLANS ARE NOT CLEAR AS TO HOW THIS ENCLOSURE ASSEMBLY WILL BE SUPPORTED IN THE PROPOSED APPLICATION. PROVIDE ADDITIONAL DETAILS ON PLANS. 5. PROVIDE LIGHTING SCHEDULE TO SHOW COMPLIANCE WITH THE LIGHTING POWER BUDGET FOR THIS BUILDING AS PRESCRIBED IN THE WASHINGTON STATE ENERGY CODE.. !tNCLUDE) BOTH INTERIOR AND EXTERIOR LIGHTING. PREPARED BY: ??'c7tr ;� .-e,a ROB )RT BENEDICTO, * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW: 91 -403 PROJECT NAME: TONY ROMA'S DATE: October 9, 1991 OCCUPANCY GROUP: A -3, RESTAURANT TYPE OF CONSTRUCTION: PROPOSED V -N LOCATION ON PROPERTY: SOUTH EXP. 50', WEST EXP. 86', NORTH EXP. 57', EAST EXP. 97': ALL WALLS > 40' FROM PROPERTY LINES THEREFORE UNPROTECTED WALLS O.K., CONSEQUENTLY ALL OPENINGS MAY BE UNPROTECTED. PROPOSED CONSTRUCTION MEETS REQMTS. OF TABLE 5 -A. BUILDING HEIGHT /NO OF STORIES: ONE STORY / FLOOR AREA: PROPOSED BUILDING AREA = 6100 SF. FOR GROUP A -3 OCCUPANCIES OF TYPE V -N CONSTRUCTION THE BASIC ALLOWABLE AREA = 6000 SF. GIVEN THAT THE BUILDING HAS SEPARATION > 20' ON ALL SIDES, AREA INCREASES WOULD ALLOW FOR THE ADDITIONAL 100 SF PROPOSED. BUILDING AREA O.K. OCCUPANT LOAD: OCCUPANT LOAD IS DETERMINED BY A COMBINATION OF TABLE 33 -A AND THE SEATING ARRANGEMENT SHOWN ON A -5. FIXED SEATING AT ONE OCCUPANT PER 18" OF SEAT LENGTH PLUS TABLE SEATING AS DESCRIBED. TOTAL OCCUPANT LOAD DETERMINED IN THIS MANNER IS AS FOLLOWS: FOYER 30 LOUNGE 62 BANQUET RM. 32 EAST DINING 32 CENTRAL DINING 86 WEST DINING 10 KITCHEN, PREP & DRY STAR. 5 MEN, WOMEN 0 TOTAL 257 OCCUPANTS EXITING REOUIREMENTS: OCCUPANT LOAD OF TOTAL BUILDING > 30 THEREFORE TWO EXITS REQUIRED TO SERVE THIS BUILDING. FOUR DOORS TO THE EXTERIOR ARE PROPOSED, O.K. BY INSPECTION, WIDTH OF EXITS, SEPARATION OF EXITS O.K., EXITING BY AREAS: BANQUET ROOM: OCC.LD. SUCH THAT ONE EXIT REQUIRED, DOOR #17 PROVIDES FOR THIS EXIT. O.K. PLAN REVIEW : 91 -403 October 9, 1991 PAGE 2 LOUNGE: OCC.LD. 62, > 50 THEREFORE TWO EXITS ARE REQD. TO SERVE THIS SPACE. PLAN PROPOSES FOUR EGRESS ROUTES TO EXTERIOR. ONE THROUGH FOYER AND VESTIBULE, ONE THROUGH BANQUET ROOM, AND TWO MEANS OF EGRESS THROUGH THE DINING ROOM (ONE ROOM) TO THE EXIT DOOR ON THE WEST WALL. ALL EGRESS ROUTES ARE THROUGH ONE OR MORE ADJOINING ROOMS. CHECK REQMTS. CONTACT ARCHITECT. EAST, WEST, AND CENTRAL DINING AREAS: THESE DESIGNATED AREAS ARE ESSENTIALLY ONE ROOM DIVIDED BY 48" HIGH DIVIDERS. OCCUPANT LOAD IS SUCH THAT TWO EXITS ARE REQUIRED. ONE IS PROVIDED AT DOOR # 14, AND THE OTHER MEANS OF EGRESS IS EITHER THROUGH THE FOYER AND VESTIBULE OR THROUGH THE BANQUET ROOM. EXITING FOR DINING AREAS O.K. ALL OTHER AREAS ART. PROVIDED WITH PROPER EXITING. DETAILED REQUIREMENTS: SPRINKLER SYSTEM MAY BE REQUIRED UNDER U.B.C. SEC. 3802 (C), CONTACT APPLICANT TO RESOLVE. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (09/0 PERMIT NO .\ (206) 431 -3670 Project: eJ‘( m A Type of Inspection: Q Address: Date Called: , /' , `� f Special Instructions: /15 vn- Date Wanted: 4.2 -`(Z ,m, Requester: Phone No.: 37l7/ ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: t -tom 0 a�-� -C Cy riMo st..tc. c.A.Q.& 0 65- . rA-r cds r Inspector Date: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. SPECTIO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO./ (206) 431 -3670 'ro ect: nt ype o nspe on:. Address: KA Date Called: 4,/- / w 1. Special Instructions:‘ i Date Wanted: ,/ T f _ 7 tt� am p.m) �/ Requester: Phone No.: 57 51 1 Q.1 t ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1' J.ggi ( a....a_ • \ - • `y. v►„.9 .4...;„t -- ,. ,..1., . 924 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pat 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. o;. -Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. , (206) 431 -3670 Project: 7-9-5"2 Type of Inspec i nr'`�— Address. Address, i.6c945 CcC Rife- 1 Date Called: ©^ Special Instructions: "� /) 4e4,14.-. Date Wanted: -- t� © —� am. rt� Requester: Phone No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date :3 f /, 2— O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter BIvd., Suite 100. Call to schedule reinspection. INSPECTION RECORDO, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Alb PERMIT, NO. (206) 431 -3670 ro ec ' �L(j(Kir�, �c lypo of Irpricti : /,� v%7 Ad1(.5155 ,SC, ()e.4 ,, j' I�—�/i Date Cale : 3 1 a m. .m. Special Instructio t /z.Dc (P ,�. T° Date Wanted: � _' /6'-`1 Requester: 20 eel Phone N 1 Approved per applicable codes. IM �ITS: ❑ Corrections required prior to approval. Inspector ; � `'� -- Date :. /' 1-L- 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with peril* CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 FERmrr No. (206) 431-3670 ro 0 . ---r— ype o nspect on: Address: ,..., f • Date Called: L3--/7- 2, 7.- antOnir) Sp ,a 1 structloris; e-e c 7t" 7/12/>7 Date Wanted: 3 --/7--P Requester: Phone No,: 0 Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. or'Ls (J -' JO" / 2 ' 0,4 4/,e,/,/,1_5 /CV° // //5 /— Inspector: 4t,tp jAeTh Date: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to 'schedule reinspection. f--4% 0 INSPECTION RECORD LA Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Pro: (ii . A 071/1 A. Ty. : of Inspe I:j: . i ---- v.- .. di .4 /V t.../ 4 11 : ,. .,../ 3- 641. q., f .. Plte Ca e.: 3 ,...9....qz, Spoclal Instructions: Date Wanted: ki 7—■ •m. Requester: 4"-7-fc' -'1 LL_onet■lo.: / V proved per applicable codes. COMMENTS: 0 Corrections required ior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectIon. NSPWCT • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit qio PERMIT NO. (206) 431 -3670 ro ec , � /; C o nspe r4si - ype •..ress :115' 5 5 X. �QI/KL(i\ ( P.teCa e.: !Z ._..`"i`a' Special Instructions: ', n / • , ` c:9; OD PM — 1 Date Wanted: . -(0-(7"?..... a p.m,, Requester: y k Phone No.: s „75 _ 1,g 7 ! Approved per applicable codes. ❑ • Corrections required prior to approval. COMMENTS: /4 /-S4 L) ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: T�� l�m Type of Inspection: 6��/ Address: / ?So S J C / Date Called: .,9„� Special Instructions: /Date Wanted: s----,.....92_ am. Requester: Phone No,: ❑ Approved per applicable codes. COMMENTS:. ' ❑ Corrections required prior to approval. G.1-6 � 1.�..�,F -- ;moo �- ►...�- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 (206) 431 -3670 Project: 0 Type ofTnspecifon: ...rem 1 ID •teCa e.: Special Instructions: Date Wanted: 3— 3-,e_ am,(M Requester: g /''� Phone No.: 14 Approved per applicable codes, 0 Corrections required prior to approval. COMMENTS: ' Inspector: Date: 3.3.4„.L... 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspectlon. • IReceipt No,: Date: /0 INSPECTION NO. 1 INSPECTION I1ECORD ' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 'roe b ype o nspectlon: Fit.atfrnit Address: 1,7 G G+ G r ! 'L 1 Date Called: --- Z p ,� i Special Instruct ons: Date Wanted: ,Z,.Z-' '.G12 am. p.m. Requester: i%_blfi " ` ' Phone No.: c 1 t s 1 Approved per applicable codes. COMMENTS: ef/•''?e ❑ Corrections required prior to approval. �cac..:. Inspector: Date: ❑ $30,00 REINSPECTI N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ecerp o.: Vie: r; .,�., r. �,'m'i+• �.�s '�iTri�j'�j��.%�+.s'�i.' ,r r"r'y'.^,'.'.s.,,��J%is""', -� ^, r.a�.'.+i :'r'.` , "L ^�7y''�'��i+wd;.�. .fi9�„".�.7.°; t,.�nr;s, INSPECTION RECORD (:) Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMrr NO. (206) 431 -3670 'roe ^--- ype o nspection: l=teCa e•: ;:i.2:si:.._c Date Wanted: Address: /7 7 s, c idft. Special Instructions: GG, 4._ /0/1,1 Requester 29L714 Phone No.: a." J o l4 a ' Gt�►�i ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' l 4, R-- y „ba. 0-5 ,404 (. la oh -if./7 4ii.y5 /,/,...&( j 29L714 3) a." J o l4 a ' Gt�►�i 171 O 7-(3 -5 Z.a/,,/, Xk' - Q i-- .tit -4,2 -,,,r"i3 49,4-7 A7 e/ -4f1 ,Z- t_42-1& (.3'7 f- t -, /— 4.4.Lf R 7 1 r 4/ze 7) 0,,444-0-) f�, / / ,�i1 ids 142,cita 2f lii,,G` l( • $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recap! hfo.: Date: INSPECTION NO. ..,7?-1, r . W . U"5.1) x':�z,r>'g'^'!"�r INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 • : ype o nspection: _ ro e Address: �',,�? Date Called: �� Special Instructions: !t e'-e.., /0, , Date Wanted: Requester: Phone No,: ❑ Approved per applicable codes. Al Corrections required prior to approval. COMMENTS: re' —J4J' f �•'� - �, C1 G • .r� .00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 0 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ecel t `o.: ?�D gate —D-S i« yy.tt!ix ""'= .M +`Y e'�'c.s."i ^w�✓` TA . aror't7V`"~ 4 -.. 'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6/a PER rr 0. (206) 431 -3670 • roe : ,.--- - / ype o nspection: ress: vy 1 a e.: Special 1 structlo : 4-e/ `, Date Wanted: x.....-2„,./--9•7 am.4+10 Requester: Phone No.: [mod ApProved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' Q yz..drlxz� (,mil/ 7- e-rze nspector: —Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. IReceiptNo.: - • I'_," Date: INSPECTION RECORD ct Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /0 PERMIT N0. (206) 431 -3670 ro ect: ��� - Type of Inspection: . •ress: sate a e•: Special Instructions: 1... ArTE p. ►:r,. Ir..,,,,...,,. / Date Wanted: 2.-- -1.42--#'246Q) Requester: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'ro ect: / ype o nspectwn: i . . . ress: r is 9 p Date Called: - >-7`-1 Ct 1 2 m � € Special 1 tractions: % ,�y'� /' ° • r/`-' Date Wanted 2 7 la Requester: Phone No,: JApproved per applicable codes. COMMENTS; r ❑ Corrections required prior to approval. ❑ REINSPECTIO UIRED. Prior to reinspection, fee 6300 Southcenter Blfd., Suite 100. Call to schedule relnspection. ecept o.: Date: 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. ,(206) 431 -3670 Proje� Type of Inspection: /\ Addres 30 ;,,,,,,,,,_,,, H � Date Called: 2 -- ' �p j�- Special Instructions: Date Wanted: z , Requester: ' _ " Phone No,: c .../ i t ,g .7 KApproved per applicable codes. ❑ Corrections required prlor to approval. ❑ $30.00 REINSPECTI ' N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece�p a: Dale: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Cello (206) 431 -3670 ro ect: N\! ()MA; ype of nspection: (���c� Date Called: �^ , r ^ Z `'t a Q..floA rJQ, W �T't1 { ti.1 Tb1k .SL�,b 1 t`J 02.0 �- --Aaaress• 17305 S.�'. ice'( Special Instructions: Date Wanted: - ',-.. ? _c4 —9 2- re.D p.m. Requester: 1 cte xi t� SP psis e Phone No,: 1 K- 0G—¢.ep /La -,nKa vtro . ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ( ee _ Q tom. K tn/ --ca CmA Ni Sr1 c kr r r t-rt-S a Q..floA rJQ, W �T't1 { ti.1 Tb1k .SL�,b 1 t`J 02.0 �- 1. t r Sr- uPPptt, ckCIDee.ClLov.►J0 tP∎PI Or, . (be, clot A rJo ' ,SP *-c,t Ai... (JS P-xxo iz- ti„711..1.-.. ) ff-c.� �'- -in -nk c.xx)--- v%z,t. t-)• m q- Re5 A-Q S w� =,2.c '-` Av.., -to Au 6,0 f l4 E F- t.tst)L vTh in N.az'` . Wit: su P•:``4.v s-to n) 1 cte xi t� SP psis e w- tart —c-NI SCt2. "---0 ...c141-t4.4.-SS W e Q-E ,...Sa 1 K- 0G—¢.ep /La -,nKa vtro . Lnspector: Date: 7/ r (I/5-z-- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'haGF. elat. Date: N "^•k" ?'�f(syM Vc!y^ .�, �r�f� -r; «r...er.,.•. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6,61 PERMIT N0. (206) 431 -3670 ro gxi— ' ype o nspect on: �j , 1f , f'q Special Instruction `� q.(0 AI 1 Date Wanted: ,-- --1 am. �.m. Requester: Phone No.: ., '' (� / / 1 ❑ Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. 4� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. IReceipt No.: Date: 177" '777:rF, bRwr....tr;;; INSPECTION RECORD ti Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 431-3670 0., .,Approved per applicable codeS. COMMENTS: 7,,i 0 Corrections required prior to approval. kze 4-4 .4, -ore,- $ e4- Aver. re S .44W-sy de. 4-( //I/ et: 77;47 /61:7-' )1-4' '»i,h. 4e Ar/s es5r-dic-ce4-, Inspector: dio 1412-7 I.: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept No.: Date: ;i:4•4:.„ „•.,: , Date:" li-cptinvcit_,Ion: f),:izni_ 4 __ eint eilez Addr1 ;11) te & ek f Spec& Instruction: NDAPI t,'4' / Date Wanted: I'. --q7/ p.m. Requester: Phone No.: 0., .,Approved per applicable codeS. COMMENTS: 7,,i 0 Corrections required prior to approval. kze 4-4 .4, -ore,- $ e4- Aver. re S .44W-sy de. 4-( //I/ et: 77;47 /61:7-' )1-4' '»i,h. 4e Ar/s es5r-dic-ce4-, Inspector: dio 1412-7 I.: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept No.: Date: ;i:4•4:.„ „•.,: , Date:" P �•' 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 69/6 PERMIT NO. (206) 431 -3670 Pro]: , IU Z D m Tee :673 k (� , x`41 so's c goy '.te a e.: j..,,. 10—/47,-- Special Instructions: Date Wanted :, ,) 5,9 ,6-. mi. Requester: 9D6,v_ v Phone i'4. ,0 Air o /7/ ! ❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. �hc�7C t,& Ito c- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. SPECTION N0, 11�1� INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206) 431 -3670 ro r'J rn r'J Type of Inspection: f ` 1 `� , , �( Vim`° res' Address: �; k,; 1iiYt( fir) /,%l1 0r`! if /lain > i Date Called: y Special Instructions: �/ PLJ‘ ii . (/� ' .i ,s. .. i PYn.,a 44 ii ., Date Wanted' 4' Requester: Phone No,: .2. ...a ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: j k,; 1iiYt( fir) /,%l1 0r`! if /lain > i .i ,s. .. i PYn.,a 44 ii ., ,e; t' + <4.''144'', i }c,..'' 11 f"' /.04.-4 I. ' 4' j CO r t r`I'. Al L' ( -'' I; 7 ! . , t . l ' , c { (.. / // /II— f'V / 141 �'s 1'Y j°} { %lr'': jt2{ Yi f'.s', IInspector: bate: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 •.'y:'.!�'Y TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No . 90/ --/ 3 Permit No. (7/ \,// Project Name -- .Address "~l Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice //Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: Permits: 5 ,1 G� f r V t'fl Authorized., Signature Date 7 -/L VilALAPP.FRM T.F.D. Form F.P. 85 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 7126180th Ave. N.E. Park 180 Suite 0101 REDMOND, WA 98052 March 27, 1992 File: 91 -12173 Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Tony Ronta Address: 17305 Southcenter 9 /0 Poet -It'" brand fax transmittal memo 7871 f rr oI p.m ■ / To From n1crG�d Phon• N API , Tex M 42 ,,tiJY�'I Dept, r�, // :1 x ` fC 7 (0 - �1 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Auger Cast Pile 2. Reinforcing Steel 3, Reinforced Concrete All work inspected conformed to Tukwila Building Pepartment approved plans, specifications, Directors Rule, UBC and related codes and /or verbal or written instructions form the Engineer of Record. Our last report is dated February 4, 1992. number 6032. Sincerely, A R . TESTING LABORATORY, INC We-4e' Frank Foster Fi n1 ci Rttnervisor cc: Trammell Crow Company Commercial Structures Hovland /Thomas Architects CONSTRUCTION INSPECTION AND MATERIAL TESTINO ri;,, 7. 'j:: 1 :.d 414 1 r5) ( FIELD REPORT( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO:) R,. li M A\ 1 cT o w ATTN: N r �`• INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER PRIOR REPORT N_ 6032 FR DATE - c1 a �C - , kI fl I 2 ECT t —D r o Sr �o n s 1 t Z- Z. s4, ADDRESS j'? 1 o ` Se „ei t. ' 4s kits BLDG. PERMIT NO. Lictin OWNER WEATHER TEMP AT AM AT PM ENGINEER A\R`CHRECT ra ce.\ N. ist' 1i., CONTRACTOR liv-u Q-Or�t ∎ — rt. Ct 1 I tu n-.L1S O FOOTINGS O AUGER CAST PILING .LEI SLAB 0 WALLS 0 COLUMNS O OTHER '� LOCATION(S): 4 IZ t 5� ^ o IL 1 \-A-, l'1, . e SUPPLIER \ b N e S\''`A tt . I11 CONCRETE 0 GROUT 0 MORTAR MIX NUMBER DESIGN STRENGTH la c700 CYLINDER REPORT NUMBER 41 L V 7 NUMBER OF SAMPLES CAST o3 ”- L. x / •.. SLUMP L- .134V t AIR CONTENT TOTAL CU. YDS. PLACED 1 ? 0 CONCRETE TEMP to b TIME S o h ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO 0 SEE BELOW Date or Plan Number REMARKS' % I < II) o U ` S � te� s k 1 \ ,' PA v- �. e � 6 r� c-"? ( 4 AhfS s c:. e� -40SG TL =- I `kk.� IAet 4-t`o u M M 1 v t o i� � Q TL l"�-A O2 t 62--A\ k I� G 4+ K'V L� 6z..S COPIES TO: -17A Is: unr I ek- �cr� ..b.e, 1 \A(N)anr� /- 1JVMcL Arc j NYAvy o r to l S- F-,ru( kc T"rra1w1 rj 1 INSPECTOR. A.A.R. TESTING L B'a RATORY, INC. SIGNB1 • �`�LINDEI� REPOIr N° , 4687 SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: \ AMN�� \ R-t1 W ATTN:� N L 1 \ 6.1t-\ )\4) 4, 9ceIoQ MIX NO. CR DATE a,- -4---c f, FILE NO. fitl --- a. rt 3 • It TECT DN(- -oMS f , L I A, kZ 1 Zit tz. ,`C3 tv t LOCATION / 1 a o ti — 1a BLDG. PERMIT NO. X416 OWNER WEATHER r Th U h t - TEMP .O ° AT /d d • AM T4 A T ENGINEEM \ ARCHITEST r. 1 tire. o a CONTRACTOR ` (� ■ ) y TE. 0 Wit FIELD TEST DATA ) 16-1 ^'t', t,,, Y. S $ 11 TRUCK SAMPLED 0 Z4S TRUCK TICKET NO. S. S ka ef- 1 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR LONG AIR R• IFS"• r 41- J 9 4 G /P34/400 In ye) . I Z. S D 0 3 -3 TOTAL ,1 ,S0Liq - -3 2g 11:16- 3 74 �4Q S`. a -11 7 to x/ t is000 4/63.00 S-oS COMPRESSIVE STRENGTH BATCH DATA FOR 1 CUBIC YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT Gi.,2 o STRENGTH PSI SET NO. FA. 1 cti -S+ s^ 2--1, I '� C.A. J 9 4 G /P34/400 In ye) WATER So `I% 3 -3 TOTAL ,1 ,S0Liq CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. S b 4 , a-1- 2--1, I '� to k t /P34/400 In ye) So `I% 3 -3 Z8 ,1 ,S0Liq - -3 2g 6-019 a.- `t a -11 7 to x/ t is000 4/63.00 S-oS 3 -3 �,•' j (9251 33 ,aS PRODUCERS CONCRETE: 1.-Non CEMENT 1 L1 1 �F CU, YARDS PLACED ) [ O AEA. QQ ADMIX CAC12 % DESIGN STRENGTH 3 b o U PLACEMENT AREA 8 NOTES kJ-) 1 1_ `L 4 1 J in G • INSPECTOR: COPIES TO: 11.,1 L&)tk.. Bbt5, 1"1'0U 0.Mq/ (� _ '' A.A.R. TESTI ' G LABORATORY, INC. ^.J1AQ`ry�Q�j ` etmu ev-cLa � S u,d— ct.v4S, SIGNED: - -V.CLw mve1il Crow 3 -17_, Geo Engineers Inc( 8410 154th Avenue N.E. Redmond, WA 98052 (206) 861 -6000 FIELD REP( File No. 7//_ 3 -01- ieO / Date: i /cf 2- Project: 'TOM/ ! i7) - 3 Owner: Owner:-- £- /27t _ , 5 Report o b Prepared by: Location: AP .:/ .',/ - Arrival Time: Page: of Purpose of Vi it: Depart. Time: Permit No. T. \)r5-Li('(/ JLP 51 le) e) f6) 02 r' vat/ 1617 ) .sJC • - w . a P i,a Y � :.III • _ • • .. • I• c I . . _--/ i • • U _ _ i... . .114 .--Ah.• fhL SU hr th . ' • - ' *1 • I IL I� 1r- . +Z-4.1._ ra el.j, i j.; 0 +1 -, r.e_ a" I-t' r ! . GhsL,riJeCi .Ccn • .I..r II : _. ii . - _i . 1 0 _>rzL.___ _A Lx)hJ re. r i •II ', • A_ .. irk . ! . 1.. ' I►. r rik: , . . ,/ • ` . a ...A......16 t ../..__ "AI 'I.. /!.L i i. - i /_! l//i_../ _ oxic\ 5Nu 1 Ct nry j�A.l J, �e �e #/, r_Dno This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed: 61FI4 -1:37 ( FIELD REPORT( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 L'IL 4,3 C� 9 e } E) ) INSPECTION PERFORMED: RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER PRIOR REPORT N9.. 6031 FR DATE a -3 -9k FILE NO. 91- ralfil b PROJECT +� %-r,„ %-r,„ J`I L.{ - 1t. v N` ADDRESS \ 1 9 305' po C�ti'z.. bi BLDG. PERMIT NO. 4a- Ct OWNER WEATHER S0K,Iy TEMP 4.9 AT $: 0 V AM AT PM ENGINEER A e5 t..,..)1 k t•rt / AN..0 iv■ kl. CONTRACTOR R-o rh IV 6 v(-0,1 A Zu C l u LAS O FOOTINGS O AUGER CAST PILING x`43 SLAB O WALLS O COLUMNS O OTHER LOCATION(S): 1 he ,1. t-i, °�j� p C \ tk. b a Z5 41 TZ. Q" '0J A R. 1 t b, k k.J A y S, SUPPLIER 0 CONCRETE 0 GROUT O MORTAR MIX NUMBER DESIGN STRENGTH CYLINDER REPORT NUMBER NUMBER OF SAMPLES CAST SLUMP AIR CONTENT TOTAL CU. YDS. PLACED CONCRETE TEMP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO 0 SEE BELOW n Date or Plan Number , REMARKS: N.'11-Tz.l V G-'11") I; t k, M , e. WAS 1b \ t C o cv C Ra:A. fY COPIES TO: Ta %W �� (�G -ID,o,∎ -• INSPEC \- Vovtpn d /Tkryv s Arrbi Ojy w►ercta ( A.A.R. TES krUiru.re6T— C'rnvmrnt. 1 arow Co. SIGNED. GeoEngineers In( 8410 154th Avenue N.E. Redmond, WA 98052 (206) 861 -6000 FIELD REP( T File No. z113- b/ ' 1 Projgct: ! on Li 1 J)Yf Z Date: / ,31/9Z Report oo. Owner• 1f `ion ,6r72. s Prepared by: • CSIa y Location: Arrival Time: // /1_'_ Io Page: �.- 1 of / Purpose of Visi : • I. 0 g0. ' r G. Depart. Time: Permit No. . _I I/ ini le r/ 79z1 l', A -e t. (16, L /1,S/ Of ,ari.r. 714 9.6 511bwidi onnsI n4 -.s of na It ue) sal /s I.verkui -7. bL-/ p t CL (C) i? Y)C/ ce)a.h () and / /eJ it, - The /LZ J. ,C // (mil / !I/� LL . yC,. (J i fy i i� ( 'l�AJ/(I t (I /)PJ 1 � 1 n _ (.rp(,� hv./Xq_, ...41& ( i) _i S. 5J'- //,a. '. ili.g Lazier ._,.�r - ,` 6 C._ -r.1 I. a _0 If e , v - ��!� ._ • _ - ice / 'I. k LU hi P,vu.1/J V fd b io(c._ ?tar wmi7 This report presents opinions formed as a result of our observation of activities relating to geotechnicai engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: ( FIELD REPORT' A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 1 TZIkM1h �'1 r,o t � , ATTN: () 1o4'= N. (\-3 A I 9 1 al INSPECTION PERFORMED: N° PRIOR REPORT FR DATg `A) c:? . FILE NO. 91-Carla. 2.l3QECT `....r) ) 6 Nt 4 1 \QN49 C ADDRESS r) 34 &o, Li', .. b BLD PE MfT NO. vrI b OWNER W ER ,� t 1V TEMP AT AM AT PM ENGINEER ARCHITECT }40 3!A Nc / I bN1 A-S, NTRACTOR j... . Z. V Ck. V It e RESTEEL . O FOOTINGS O CONCRETE a0 AUGER CAST PILING O MASONRY 19 SLAB O STRUCTURAL STEEL 0 WALLS O WELDING 0 BOLTS 0 COLUMNS O OTHER 0 OTHER LOCATION(S): = t� !t I� L� G i\ k1 R e-10 4 rL c' l_' k r of N c3 1 f A. s Cpl W e L-i( \ c.0 re— SUPPLIER 0 CONCRETE 0 GROUT 0 MORTAR MIX NUMBER DESIGN STRENGTH CYLINDER REPORT NUMBER NUMBER OF SAMPLES CAST SLUMP AIR CONTENT TOTAL CU. YDS. PLACED CONCRETE TEMP TIME \ 1 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES 0 NO 0 SEE BELOW Date or Plan Number REMARKS' ) tCS p t= 7 C l �"�r A R i fNi S r �j �: o 6. re, AG. -tL A rzn U t- W t;) s SUo�c COPIES TO: ukw 1�f� � _ INSPECTOR' N-OJ \QPNA /1"kimous Art,,afmtlmerctrk,I A.A.R. TESTING LA _+r i. r-1 sky. 12 7.212 .tape w 1 c'r &o, -( -9 SIGNED' TO: /2L- ( FIELD REPORT( A.A.R. TESTING LABORATORY, P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 Iraw%wt.e11 C✓s ovcJ CO. N2 6873 INC. PRIOR REPORT FR ATTN: f S ©Nei 560 l 6,44A ve_ N . s..p....-+H- I.e.. u .9 . e i o S J INSPECTION PERFORMED: DATE /— P..1 -7 FILE NO. ? /-- /2./73 PROJECT N To h �C fl w, c� ADDRESS II /73 D5 5©u->I-�cAhT-eF -- BLDG. PERMIT NO. OWNER W THER 1�� VU 2 V-' C U.5 i� TEMP AT AM 6 7%--AT /,,%O PM ENGINEER ARCHITECT H n rT00l q ti94 7-ti0m a 5 CONTRACTOR RESTEEL 0 FOOTINGS X CONCRETE O ,AUGER CAST PILING O MASONRY 0 SLAB O STRUCTURAL STEEL 0 WALLS O WELDING 0 BOLTS 0 COLUMNS O OTHER OTHER G ra cQ 2 e- of w► S LOCATION(S): G & c -. s -rev L YiOv �KTevi Or SUPPLIER Lo In r X CONCRETE 0 GROUT 0 MORTAR MIX NUMBER 31 0 ( DESIGN STRENGTH 3 ©00 CYLINDER REPORT NUMBER 7503 NUMBER OF SAMPLES CAST /a s 6x ) Z. SLUMP '� //T AIR CONTENT TOTAL CU. YDS. PLACED "' F CONCRETE TEMP 'Z- TIME / : /0 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. /11Z YES 0 NO 0 SEE BELOW REMARKS* ColncrNLe_ wos p fgcec , e.s-Le cocnfoi:e& wi Ia q' „S o o(nC- places 4-o wii'L;"._ i sgI- c'rowl -1-ojo erFygdieim, Date or Plan Number n �U�mrJc, `►'►eC�K1call co.501,.GQa�'�cc) r 0)) s P‘I \e-cck t_C"-k ?-*c-lea'6KrIt-iv .- re5it"ee� Q8%uS1 ,, i+S acca P)11ecN p rIcor -'D pl0.ce ot COPIES TO: E1''OWNER 19'CONTRACTOR 0 ENGINEER CEKCIR. CHITECT O- -BLDG. DEPT. 0 OTHER INSPECTOR. A.A.R. TESTING L SIGNED. RATORY, INC. (52 A.A.R. TESTING LABORATORY C(LINDER REPOR( P.O. BOX 2523 REDMOND, WA 98073 - DWBE CERTIFIED (206) 881 -5812 FAX (206) 8 /(E .FIELD ,�✓� RE RT NO. ATTN: ' 0' crow c 54,0I G1� Ave. /V-E spa+/E) /0 ' MIXNO. 310 ( l!ifOONCRETE 0 GROUT 0 MORTAR CR 7503 DA %--.2. 4(- q2.. FILE NO. 9'4- / 2.113 •ROJE•1 '7 'qua ".t ATI• 7 3 0 5 50 ck -I-k c-.e tA -I-,e r- 4 PERMIT NO. OWNER WEATHER OU2le'CUS4— TEMP AT AM 62, AT / :/O PM ENGINEER • FACTOR ARCHITECT ov isK17� -FL 4/ n ohnA S CONTRACTOR Co w.w∎arcic 54rcAc1"ure5 FIELD TEST DATA TRUCK SAMPLED - TRUCK TICKET NO. 56 7 5-9 2.. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR • CONC AIR 010 5-i, / q 10 1361 (o /ya y$2o S Sa.. 6 z TOTAL - � z1 2$ k 13e150 419 Lo I COMPRESSIVE STRENGTH BATCH DATA FOR 1 CUBIC YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4-7 0 STRENGTH PSI SET 1 NO. FA. P/.. 3 5 TJ-31 7-2, -7 a.v .A. / q 10 1361 (o /ya y$2o WATER 3or- L I�33 TOTAL - � z1 2$ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET 1 NO. I83 I I- 014 I TJ-31 7-2, -7 a.v (n 1z, j .1EN300 1361 (o /ya y$2o , I 4'632 L I�33 � - � z1 2$ k 13e150 419 Lo I PRODUCERS AEA. ADMIX. �7-CAC`I2 PLACEMENT AREA & NOTES G V' Oo oil. Qadt lM S _L -�1 A- ✓" C C r �- r *� r 1 O CONCRETE: L0 IN (9 _ s+4 CEMENT T CU. YARDS PLACED DESIGN STRENGTH 3 0 O COPIES TO: 0-OWNER erdONTRACTOR 0 ENGINEER L9''1�RCHITECT Cd'EDG. DEPT. 0 OTHER NSPECTOR: A.A.R.wwT++E��STING SIGNED: . ORATORY, INC. Geo Engineers Intl 8410 154th Avenue N.E. Redmond, WA 98052 (206) 861 -6000 FIELD REP( T File No. Z, t t 3-COZ.- R 1 Project: 72)nl-1 ,-pn Re6-}fir ± Date: 1 % Z 4 192._ Owner: Tong Pomo..5 Report No. 4- Prepared by: Oebrc Q‘tes-t- t Location: 71)tc,J1 lC` Arrival Time: 84S Page: / of 1 Purpose of Visit: Core 1-1 Mc r(o f Ir1 Weather: cl oocl - Cook Depart. Time: mu 1 C Permit No. V Cif sill - I i • l • + e ill _ 54 I oc '� Corrrn j -Clot 6i- rocf -c re5 -tv evct(cxd -e `i-1e__ 60&9rcc{e -for (3 f ark r' e'er% 61-1-LC-110 n - ulhe.., ax-r ierl ors rte_.. The con+rea r it) r- hac-t 11 -i-cc erN 41 t r, p 1 ac n -co r _Jut t 1/44-r n r o.c1 e. (7.-t,, 1-n5 r by 5- fpeci- G.nc-'1 rt" r `i-he tone) 5i c-e ( roct e - Mo51 C1..rc ti Wele ve1xis - A Y- rnr-(r` d IGtn ele IMY,+ 'D U r1 -b e vQ l v0. e -4-4,,e .:.,->c., b9 r ca.0 r1 slit if or\ - HeivSC' -}c) r'kE4..�e. nrrl ( r1 nor- r o fit n t 0 1-1 are . 6c..)'(ri c i ert-i- (L/ ii r t r9 of Co r\Gt . j - - �,1-rr 'Ur �upf -t- of Ica (2./T1 5 CIO r r lr-ta_ df r*6 ,rve loc,-,e .toll +41\0-1- 'o AU6heCt Gr1 rr10 be fCmcU ect -bp t(- 4-tr‘e a.u9e..ti co s-- pile`- 'f+ i-' _ ►<' l •t-- N Ie.to ..t k. " III - 0 w 'tint`. .... - _ i 1 no t! 1 - 0-V".i1 l \ei --k-he loo-e - 1Pro\ttder\ at.■ 5r�t1 t'-, rL�rYNoveccl 4-cr\ Cr% -t•oip c -We._ p \le • • ")b rx r least Sot s+ 15 ror\5`tsvc c\ t'r- VS av1' opt t\tca r\ 4\e cy-n_ca b. ..fL r. (..A racte pre...4Ga oo -tor\ I `a Iry c cca rdoc e 0-)14-K v` 7 ♦ t_Jr l is Ii .a. I. — • This report presents opinions formed as a result of our observation of activities relating to geotechnical englnoering, We rely on the contractor to comply with tho plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed: n.C�. G.e.-ko k.P „,/r .r rd O7 TO: FIELD REPORT( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: T^A. mn 4 /l 6r0 uJ eo �•, o'/Ue, l 5-60/ /g M e. J .L. Sec - f e. W,I fgt ok INSPECTION PERFORMED: \Et RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER PRIOR REPORT N° 5429 FR DATE ) -) S`- qa FILE NO. C//. /2J73 PROJECT ■ )-t� N 1 \o N\ Cl �. Si ADDRESS �� )30 S Sa. C-\n., `R 1/4,4Cw,1, BLDG. PERMIT NO. 6,9 to OWNER WEATHER QvO k0.-AS TEMP AT AT AM PM ENGINEER J'`l t tLk t I I w G, ARCHITECT CONTRACTOR (UM{∎t_?LC1'L.tt -�� -R v O FOOTINGS AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER LOCATION(S): SUPPLIER % 1 o N w A MIX NUMBER CYLINDER REPORT NUMBER 4-1 SLUMPFI v I't+ AIR CONTENT YES REMARKS 1� , )1N • O CONCRETE GROUT 0 MORTAR DESIGN STRENGTH 3 0 o NUMBER OF SAMPLES CAST S— X TOTAL CU. YDS. PLACED a 3 CONCRETE TEMP Co d p TIME /0: 0 tJ ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 0 NO 0 SEE BELOW e4, s h -_, k _5-� F� 1 O to Date or Plan Number 2 1` 1 K Cz (to i Q N., C yL, 1 • t is U COPIES TO: kw • 11\ • - 1",,a INSPECTOR•_i i 001a l/ Tkon.a.s. I r��y e'ornmPrned A.A.R. TESTING 2c6ia.ii — C7rrawAmelI C.Vm,n 1- - ?-0-4z - SIGNED. BORATORY, INC. TO: Cc 'LINDER REPORT SEE FIELD REPORT NO. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881-5441 rcu Y1 vY\ e I \ C. P O W CO C J, p'N-CL. t 5 o e, -e WA WI Die ATTN: Np. 4686 CR DATE I- 15 -4 a FILE NO. a( - IZI - j PROJECT 1 Q rc 14 r) Tv� o `R.� 5-t, LOCATION i73t) ZO.0..1x.71 - k1.)A\ BLDG. PERMIT NO, X910 OWNER WEATHER ^� 65 VE.7t_e_A . TEMP AT AM 440 ATIa:,A PM ENGINEER (� Nil r kl?L.�. a `o ARCHITECT CONTRACTOR Q-0/A- lAtI W L `.. I l Vc.er s FIELD TEST DATA TRUCK SAMPLED C33 7 TRUCK TICKET NO. a 44_0 94 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 9;O° Flu; b i 9'806 z 4-5o WATER LO0 4i--G(' a. -la TOTAL 77zoo 555© L15 q)) � 212- 2 � 2� f 730W 53-50 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CUBIC YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ls" 5 STRENGTH PSI SET NO. FA. `4.,�iO ) 12— 3- C.A. i 9'806 z 4-5o WATER 1-.I / a. -la TOTAL 77zoo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 45? ( ,h/6— ) 12— 3- ,ax2)x9.. 9'806 z 4-5o x{573- a. -la . 77zoo 555© L15 q)) � 212- 2 � 2� f 730W 53-50 CONCRETE: Zst t4 N4 1:. Lt) A.� AEA. ADMIX %O e'+ Z. PROD MIX NO. PRODUCERS CEMENT CAC12 PLACEMENT AREA & NOTES / !Y 1 k." RA 11 TL d X+ 11-7- 21 6 ft CU. YARDS PLACED % DESIGN STRENGTH QC) O INSPECTO COPIES TO: 11.0 dIr�, IC xdl) HoU/G. A.A.R. TEST NG LABORATORY %C. O. = e_ermVhe V'C i, j ( c -S±Y U C 1 X"> 5z. SIGNED: `rodw• `1 C`.,r o-w , — 13 —1 z_.. p Geo Engineers In 9 8410 154th Avenue N.E. Redmond, WA 98052 (206) 861 -6000 CI 7 FIELD REP( r File No. 2i 1 - (Y)/-EDI Date: ///5/q2. Report No. Project: -rant / )17m ()] 5 PpSf", Owner: i Prepared by: r -- • If ` Location: x,1(')11 4-1--n f) i-r_i Arrival Time: 745 Page: / of Purpose of Visit: cuaiip 0 r[,5 ri t PIS Weather: o f n r Depart. Time: //3« Permit No. . v i i k 4 3;L± L., fig L lOflL �-: fA. zl7 Stc/ ,1 /dJzf;,-) af __ --, , • 1 . .. l - 0 _ hi ///r29 , /4 wjenr a it- p,de.s,,, P mAcif 4 j -s «xrP_, U71 &Ziz (1 / CC/l v jP,RP: 10c G-Irlt^I I tp'%ELI 1 f rWi ri)4 -r(f- Trc ., Cc, 01 /1? C 11 5 I( 0 C.- 5 - ag4n SI U F_`D A. If.cx.CI 90 1 o l 17 C- CD - 1-7 39 lip 164 q J4-13 % 1-1(n 1G C.2.-"7 -I4_ 3lo 2a TD-5. 25 Ilia 12 lU 34 F. -5 ED 15( la 1 I F---1 D 3Q F-5 i ?ig 183 .35 -to G «o ilk to 1 aq v t ,A; r\ bn -Jl.. -pa l i , This report presents opinions formed as a result of our observation of activities relating to geolechnlcal engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: TO: FIELD REPORT( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED 1206) 881 -5812 FAX (206) 881 -5441 ATTN: 7;a m me /J C rau/ Gv� �'. 0.'/Ve, / 5-190 / U Atha. . Se 1 INSPECTION PERFORMED: __ � TEEL 0 CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): N_ 6028 PRIOR REPORT FR DATE y9a.- FILE NO. 9/-0/73 . PROJECT .! iS o/`l.s Z l ig-- - M-''' f -7v� i I ADDRESS ! /7J�5" ' Y, P' BLDG. PERMIT NO. OWNER WEATHER 0 /r ie. 12 e /4S1--- TEMP AT AM AT PM ENGINEER / A,1,1 -ri ll o- ARCHITECT CONTRACTOR eiz 41fr €''r, lJL/1LI<zszs C O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O�.COLUMNS te_ i'�6I HER ,qv6/? (.7.<#0$ r >�j SUPPLIER 5ro c.' &J CJ MIX NUMBER 902 2-- CYLINDER REPORT NUMBER4I 29 SLUMP /70/i) AIR CONTENT NCB YES Ci6NCRETE ®'"GROUT 0 MORTAR DESIGN STRENGTHS C) NUMBER OF SAMPLES CAST ta. a. X TOTAL CU. YDS. PLACED 4 0 CONCRETE TEMP .‘`1" TIME I O o 3 0 C ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 0 NO 0 SEE BELOW Date or Plan Number REMARKS. 1.1R.vL1.D ` \- e QRI1\IIntc, ? G o _ GROVI' h� A=> Sr;:. re-/ tt.0 � C;) I a" o. COPIES TO: 194WNER L7 6 NTRACTOR 0 ENGINEER O'AACHITECT LLDG. DEPT. 0 OTHER INSPEC A.A.R. T SIGNED' BORATORY, INC. 1LINDER REPOF SEE FIELD h REPORT NO. 4f2=7 8 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 - 5812 FAX (206) 881 -5441 TO: Y'aJW1 0- J' cr.-0 CO ATTN: 5, O'Neil 5t.of 6.1'4- AVE. , N.�. Secdf- DR MIX NO. e2 Z33 'r;t +Z.e3B N_ 4790 CR DATE J4/ --9-Z FILE NO. 9l -/217 S PROJECT 3,,i1gs 7 AOf %5�as-! ' LOCATI l7 S" -C'. Pit uct Trickle,/ 6BLDDGG. PERMIT NO. OWNER WEATHER /'. J? till sr TEMP AT AM AT PM ENGINEER ARCHITECT CONTRACTOR 12/1kLagetigivizczizz,_els___ 1 sT FIELD TEST DATA ) !r TRUCK SAMPLED3.3' 7 TRUCK TICKET NO.3(/ J q 9.3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR , CONC AIR 9s:30 id/ a 9'300 17 Zoc, 2 `IL o Sy 80 9s k 4:2 ' z -- / ! TOTAL - Z -l1 ,c°, 1 , 1780 o 54-1 Ca arse '�u i n or a sZt' Q ys57 7 s s D 44 4a`' ys-3 -2. / -2� ,. + 2-"e 1 97a4, 16/00 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CUBIC YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT l f STRENGTH PSI SET NO. FA. J 2c7 I —Z1 7 -It CA. 9'300 17 Zoc, 2 `IL o Sy 80 WATER (li `i ' z -- / ! TOTAL - Z -l1 ,c°, CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 4/5'4/8 1.4414 i I —Z1 7 -It .1x y 9'300 17 Zoc, 2 `IL o Sy 80 SB.1)0Ct y-C'1-/q ' z -- / ! £/550 - Z -l1 ,c°, 1 , 1780 o 54-1 Ca 51070 17 10 or a sZt' Q ys57 ) -11. / -Z ( 7 2f�c.�- ys-3 -2. / -2� ,. + 2-"e 1 97a4, 16/00 379 2 - PRODUCERS AEA. CONCRETE,; 7 A► t.7 ADMIX, i T ali ADMIX. o PLACEMENT AREA & NOTES CEMENT CAC12 ° • • CU. YARDS PLACED d v DESIGN STRENGT ® 2 INS'°"_�i. I COPIES TO: 1 I.LW lea -Ste ,.eg) 1-Vou ktmci / A.A.R ESTIN 'L- BOR .TORY, INC. \\\0,rna&S COYY,YYYB(C & , Si - 1- 'Q"C►1e,11 SIGNED: CYO 1- 2,4- �t z__ �- I -ter 2.— ' GeoEngineers in 8410 154th Avenue N.E. Redmond, WA 98052 (206) 861 -6000 FIELD REP(�, ,' File No. 21 /3 - 60/ - X201 Project: �9, . Tr'4') \ j Pcj'y ll ',3 f'�J-}-, Date: i / /1-1/P2 Owner: i Report' No. z Prepared by: tQ:m EJwGSA, Location: S Ll�'1,1' 1.X-P r Arrival Time: --131T Page: / of 1 Purpose of Vis t: J ! i Weather: ' _ .& Depart. Time: .i Permit No. "E V/ 51 l er/ HU) .S JJ, t /fl(,l [ , nr d ?l3 r r) St 1i e-t./ r/).- Cu a ( Y'(P0i 174 pi t P hL3 Y11cj)nr.' LJJ A NJ P / /L, Drli. /i75 . . 1 • Mies : R fr)1.0i_ of 2 ` L.-ere, 'J7 ' n 1lAdd 41. 1`"`"` • P i 6 o. Clri(1 TAP 1e u' l i'Y11.� rYr , (�► >>77r` ;r� f S _�,�; ?) fl - ` 11-1 �")(Ir) ` G5 h taili l to q A - INl,S -Ii-i 3 ►t-1 Ii0L1 0, 13-3 - i 1 3(Q )q 1W 15" G-4 -11 39 13 151 23 D -3r7_ -11 .39 )2.. 171 3•') 1-,,4 -1-1- -1LI ,3(U )`1 208 3 1✓ -I-1 -1LI 11 1 ?53 .`5 hi 75. 5 —1/-i 10 1-111 la * -u,3 -1L1 17 213 ICS IC I 1 1 13 -5.% -ILI • I C%) -5 -- I LI 10 1,45g _B (2 e)-- L04 -1g 1D )(h1 1 S 1'),5 -1 - IL) 10 ►GCs 20 C 7,1) -1/-1 17_ 1-7-7 1C 1yq n -�,� -L� 37 • - -8 -ILI 223 112. 17 -S "11-I % 22ir. 1--)1 i= -7 -I1-1 1G 1q7 3tD E -1 -1'4 11 I LIcl 2..(o D-1 -I0 12 rib tin E.2-1 5 -- ILI i i Iglu 32 I�r 1 -2. -11-1 .. v ( 11 `' We report presents opinions formed as a result of our observation of activities relating to geotechnlcal engineering. We rely on the contractor to comply With the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Distribution: Signed, '51 C% 3 OTTO ROScNAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 INSPECTION OF AUGERCAST PILES PROJECT: .Tony Ramos Project ADDRESS: 17305 Southcenter Parkway, Tukwila ARCHITECT: CONTRACTOR: CST PERMIT NUMBER: 6910 JOB NUMBER: 92 -008 ENGINEER: INSPECTED AT: Job site INSPECTOR AND DATE INSPECTOR'S REMARKS L. Robbins Inspected and approved resteel per note on S -2 and 5 on S -1 for piles 1 -13 -92 #2, 43, 1, 8, 7, 14, 22, 13, 31, 29, 21, & 28 (pile numbers by GeoTech). Nine sack grout used in above referenced piles, mix #9002. Grout Batch Weights /Cubic Yard: 846# Type II cement 2450# state sand 6 oz. /100# cement of Daratard 40 Cast 2 "x4" grout cylinders, 1 A -C, @ 29 cubic yards. Truck ticket #341904. COMPRESSION TEST RESULTS ON 2" x 4" GROUT CYLS. Date Date Age In Cyl. Ultimate Strength Strength In Cast Broken Days .No. Weight In Pounds Lbs. /Sq.In. R. Bogle 1 -14 -92 1 -13 -92 1 -20 -92 7 1 -A 1 #0 oz. 8650 1 -13 -92 2 -10 -92 28 1 -B 1 #0 oz. 19,550 1 -13 -92 2 -10 -92 28. 1 -C 1 #0 oz. 19,100 2753 6223 6080 Inspection of augercast piles cancelled without notice. This report is the exclusive property of our firm for use in producing .a final report to obtain a Certificate of Occupancy. Use of this report. by any other person or firm is strictly prohibited without written permission from our firm. This report may b.a»a -mat er of public or financial gain • fq �,v j 11 i) y, of for personal record at government agencies etc., but it is public re cc: 1-Owner Architect Engineer 1- Contractor 1 -Bldg, Dept. FEB 18 1992 , K W i t.A PLANNING DEPT, f)L... 69/0 PAGE NO: PROJECT: ADDRESS: ARCHITECT: CONTRACTOR: INSPECTION AT: INSPECTOR AND DATE:' APPROVED PLANS ON SC: YES NO , IF NO PLEi, E CALL TOM: 684 -8476 0 T T DATE PERMIT SIGNED FOR FOUNDATIONS: PERMIT NO: 0 R O S E N A U & A S S O C I A T E S , I N C. 725 -4600 & 627 -4477 FAX NO: 723 -2221 i )445/4145-ENGINEER: SUB CONTRACTOR: /.�- INSPECTION OF: _ (-40 Pelie 13 _I? c 2., !Le- Gaoc, 1 4 GeoEngineers in 8410 154th Avenue N.C. Redmond, WA 98052 (206) 861 -6000 • FIELD F3EPf File No. 21 . _.II - R.0 project: • a 1 r aa I _) Date: , •caner: Report No. Prepared by: ` • . • i Location: • k - Arrival Time: Page: 1 of Purpose of Visit: Depart. Time: Permit No. — v -a .• -_� • .► 1 /•.o ■ /.' /. . II A& ,) / _ .. . • / . 1 / ? ) ' ' ' i at . /.. .. _ .lam • • / i • %• di . ' /► - k • -, —1• 1 / -t ler ' a .1111/ 1 a 1 ,rf ► �ii��, �: a,3 -7 -I1 3(0 - - 1 r -I- , • .► • D. -.5 — • This report presents opinions formed u a result of our observation of activities relating to geotechnlcal engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work does not Include supervision or direction of the actual work of the contractor, hie employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: Signed* City of Tukwili (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0077 Issued: 03/20/1992 Status: ISSUED Approval Letter: 00 /00 /0000 Project Name: TONY ROMAS Expires: 05/19/1992 Site Address: 17305 SOUTHCENTER PY Location: SW CORNER OF LOT 6' EAST OF EXISTING METER Parcel #: 262304 -9024 Wetlands: 0 Water Course: 0 Slopes:0 Water Dist: N/A Sewer Dist: N/A Type: COM No of Units: 001 Square Feet: Contractor License Number: TENANT TONY ROMAS 17305 SOUTHCENTER PY , TUKWILA WA , , 98188 OWNER PACIFIC N.W. GROUP A 5601 SIXTH AVENUE S.W. , SEATTLE, WA , , 98108 CONTRACTOR SHAMROCK LANDSCAPING Phone: 206 271 -6568 12409 148 AV SE , RENTON WA , , 98056 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** Additional Description: Developer Construction Cost: .00 DEDUCT FOR IRRIGATION METER INFORMATION: Water Meter Size: 1.00 Work Order #: FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special Connect Fee: Other Fees: .00 TOTAL FEES: .00 **************************************** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this appllcation.I further understand that the water service piping from the public main to the water meter box and shut -off valve (Corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: J'&t!1L.Title: OCA.-9.ast,it. Quantity: 1 Type: DED . 00 Acct No: 401/388.102 . 00 Acct No: 401/386.520 . 00 Acct No: 000/345.830 .00. Acct No: 401/342.400 . 00; Acct No: 401/343.405 .00 Acct No: 401/388.101 Company: 5tnab. C. s4q.k w_ Date: 3- ?.v •ci lt- ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: 04a. • Issued B Zeddiadi_CD.9 Authorized Permit enter Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit'holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date * *. **�kk***** kit **ir***:r*•k ** 14** *: 4*k****** it*•hie•h*fi***h ** *ir*****A* *** CZ1'Y Ur': TUKWXLfl, WA Reprinted: 03/30/92 14k41 TRANSMIT .*****.***** Ar**** k• hh*****•**** **r4** *** ** *hh** * ** ** * * *A*** **** ****h TRANSMIT Number: 92000248 Amount: 25.00 03/30/92 14:42. Permit No: PW92 -0095 Type: PW -LI LANDSCAPE IRf�Iga N Parcel Na: 262304 -9024 ,.!� / Site Address: 17305 3OUTHCENfLR PY Payment Method: CHECK Notation: SHAMROCK CONST Init: OLM * k* k***************** h********** h* * ** ** *hhh * ** * *hh * * *h•h * * *k * *A *h Account cunt Cade Description Paid 000/343.800 PLAN CHECK - UTILITY 10.00 401/342.400 INSP FEE .• FL.H /LI /WME 15.0() Total ('This Payment): 25.00 Total Fees; Total All Payments: flat ance: 25.00 25.00 .00 GENERA TOTAL CASH CHANGE 84014000 25.00 25.00 40.00 15.00 14:44 l i !4t** c********** h******** h********* * * *h *** ** * * * * * * * * * * * * *h ** * * ** ** r CITY OF TUK.WILA, WA TRANSMIT r**************** h**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 92000259 Amount: 25.00 04/01/92 08:41 Permit No: PW92 -0096 Type: PW -SD STORM. DRAINAGE Parcel No: 262304--9024 Site Address: 17305 SOUTHCENTER PY Payment Method`: CHECK Notation: LAKEIW)GE 'PAVING Init:' SL:U *************************; 4******* * * * * * * *h * * *h * * * * * * * * * ** * * * **** Account Cade Description Paid 000/34;.830 PLAN CHECK - UTILITY 10.()0 412/342.400 INSP FEE - STORM DRAIN 10.00 Total (This Payment): 25..00 Total Fees: Total All Payments: Balance; 25.00 25.00 .00 STORM DRAINAGE Permit No: PW92 -0096 Status: ISSUED Project: TONY ROMAS Site Address: 17305 SOUTHCENTER PY Location: Parcel #: 262304 -9024 Wetlands: Sewer: N/A TENANT TONY ROMAS .� ,:M 17305 SOUTHCENTER PY. -�"'' T.UK.W:FL�A WAS ;" , ,9.8.1, 8 OWNER PACIFIC NORTHWEST;GRQUP -A ""-- =.. `° .hone: 206 762 -4750 5601 6 AV SW - <4,E-ATTLE �iAG,, ri , 98f1,�08 - ",..'� , ******************************v * ** * * * ** t 5. * *k * * *,* * * * *` *.. * * * * * * * * * * * * * * * * * * * * ** Additional Permit De• ript,ionN ''' I t i d,� NEW RESTAURAN "" 00000o0o0.oe r Existing Square Feet �"`� � Additional New Square eet <: 0* \J�'� ,, 0 0 I n s p e c t i�o�ir Fee: �m. N0 0 �.%�� Act t" Nq' 41�*�12.4 0 0 Plan Che�c. Fe.e �a0 ..1'0 . Q0' •. Accwt No 000/3 5. 830 Issued: 04/01/1992 Approval Letter: 12/05/1991 . Expires: 09/28/1992 Watercourse: Slopes: X Water: N/A TOTAL F s 25.'00~ ..� 0 . 4� 0 King Countx ��aluation? ,,�' _ `�./' �� Eti� 0 u,�„of Construc,io,`': \ .00 * * * * * * * * * ** � * * * * *1, * *ple * * * * j * , * * *, l*rt, * * * ** * * * * * * * * *,0** *r ,, ** * * * * * ** I hereby ���,r�eptt.hiscop rm�t and agi ' �e toy bide.- a1,1d`�applicable s`ection1s of the . City of T kU {i 1 a Mun 1' 1 purl Cod W greP \t�iat the/C,i ty of Taukw•i41;a sh 1 be held harm ss ro.r of Z11 � r ) claims ri� 4 as a result or t i r j,ect..,. Permits whrip haivef lase e•x beyp ,'the piipa ,4-4.n Ada e•'shal1 y'equire a reapp l i cat n an re i *suance of the per gilt �.. /rough —ti-• e City) at /PR an r4 fee . ° ,, •091„r ENCEMENT'AND N gI'NSPECTION m THE APPLIC !, M ,'"NOT1TY THE CITY INS EC OR OF WORK AT I E ST 24 HOUR,S�, IN ADVANCE. TO-VC 433-0179. 7 y1 . . x ,I * �0 Of Signature: 40.. Titsre:. -'000000 00°41 Date: __ 1/ _ `7-- C mpany: _ ..010, � ceV <�-�' D * * * * * ** * * * * * *� * * *•k** *\ * °k * * * * * * * * * *'*` ;*' *�- *� *rnP, * * * * * * * *` * fihf./ * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCB;Y -' JAP . r Issued By: ; .` ®C� i -zDz f l o� Author zed Permit Center -.9.i; G mel ************************************************* * * * * * * * * * * * * * ** * ** * * * * * * * * * * *.. I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. 0 ppIPLETI0N GALL Final Inspection Approved: INSPECTOR SIGNATURE DATE a7y"-A"4 'e **********************h****** k******* A•* * * * * * *h * *hkh'k ** *kAk * *•k *•Ak CITY OF TUKWILA, WA TRANSMIT *********************************** * ***** * ** * *** ** *A * * *** * * *•k * *k TRANSMIT Number. 92000258 Amount: 25.00 04/01/92 08.39 Permit No: PW92-0091 Type: PW-CCAS CURB CUT /ACCESS /SIDE Parcel Noa 262304-9024 Site Address : 17305 LOUTHCENTER PY Payment Method: CHECK Notation: LA KER EDGE PAVING Iri i t t SLR ********************************** **k* * * * * * *k * * * * * *A * * * * *. * *k * * ** Account Code 000/345.830 000 /342.400 Description PLAN CHECK -- UTILITY • INSP FEE -- UTILITY Total (This Payment): .Total Fees: ,Total All Payments: Balance: 25.00 25.00 .00 Paid 10.00 15.00 25.00 4. CURB CUT /ACCESS /SIDEW Permit No: PW92 -0091 Status: ISSUED Project: TONY ROMAS Site Address: 17305 SOUTHCENTER PY Location: Parcel #: 262304 -9024 Wetlands: Sewer: N/A TENANT TONY ROMAS 17305 SOUTHCENTER OWNER PACIFIC NORTHWEST "GROUP 'A` "._.......,,. 5601 6 AV SW ,SEATTLE WA , , 98108 * * *. * * * * * * * * * * * * * * * * * *,k * *** *'loft * * *.* * * * ** * * ** * SIC******** * * *, **•. * * *'k* * ** * * * * ** * ** * *•k* Additional Permit Description: NEW RESTAURAN.T:; .: Issued: 04/01/1992 Approval Letter: 12/05/1991 Expires: 09/28/1992 Watercourse: Slopes: X Water: N/A 188 'Phone: 206 762 -4750 Existing Square New SquarFeet: ` Inspect i.pnYFe'e :., Plan Che'cl: Fee,: �' F t,'b';�1'e, TOTAL FEES: k, 25.'0_ King County' Valuation:° i..4 �$ iY,,; ,i,.;tt�,Va1lue,ofg< Constructioxi'c „ „� .00 * * * * * ** * ** * *� * * * * * * **' * * * * *.* * * ** * *: * * * *,, * *** * * * *.* * * *�li ** h * * * * * * * * * * * *. * * *.. *J * * * * * * ** r(?; s I hereby accept this perm•i.t' an'd'ag'ree to ,ab�id`e- al.t applicable s'e`ction's;;of the City of Tukwila Municipal" Cude:, �We- agre'e'' that "the,, City of Tukwil a. shall be held harmless or of all o, r' 'any���c,la,irms'arising..as;.a result of this project. Permits wh-lch have. lapsed""bey..on.d,>the expiration -date shall require a reapp l i cat'l on and re issuance of the permit through ---the City at:;.an addit i onal fee. :;.,E , . „ THE APPLICANT;, MU,ST0NOTIFY THE CITY INSPECTOR OF ;COMMENCEMENT- AND ;COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. f' TO':SC,HEDULE kAN ,•:INSPECTION+,`CALL Additional;;S.quare Feet: Acct No; `000/342.400 Acct Na:,.000/345.830 433 -0179, . L» Signature: P =° {i. Tim'e: SL' w:: Date: 14 ` / —:: ;Z. Company: C-4Ke vic 4'_g 0a o * * * * * * * * * * * * * * * * * * * * *ik , * * * * * * * * * *t * *' *' *.* * * * * * * * * * *tic,t t, *.* * * * * * * * **4 * * * *•k ** APPROVED FOR ISSUANCE>>BY.;.. JAP '�` Issued By: 0'12112, _ a; qQ. Authorized Permit Center S,ig arty're e= "- **• k******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: INSPECTOR SIGNATURE DATE 71107 �1r'; ^';•.,;�t��"';..;; ;" �fiya ,�..j-:;;.-�',�;rs.'"'s�;•.; r:, :kn�ryy'fttx�,;ktM^�:q"�',m•r�� * * *lr * **k* ** * ********* ***** irk***** ****** ***hk******************** CITY OF TUK<WILA, WA TRANSMIT ************* * * * * * * * * * * * * * * * * ** * * * * * *h * * *** *•fir * * * *k * ** * * * * * * * ***•* TRANSMIT •Number: '92000257 Amount: 20.00 04/01/92 08:37 Permit Na: PW92-0094 Type: PW-UTIL MISCELLANEOUS UTILIT Parcel Na: 262304 -9024 Site Address: 17305 SOUTHCENTER PY Payment Method: CHECK Notation: LAKERIOGE PAVING Iriit: BLS */ e****** k************•**** k******** * * * *k * * * * * * *k * * * * * * * * *k * * * *k ** Account Code . Description Paid 401/342.400 wArER INSPECTION I=CE 20.00 Total (This Payment): 20.00 Total Fees: Total All Payments: Balance: 20.00 20.00 .00 MISCELLANEOUS UTILITY Permit No: PW92-0094 Status: ISSUED Project: TONY ROMAS Site Address: 17305 SOUTHCENTER PY Location: Parcel #: 262304-9024 Watercourse: Wetlands: Slopes: X Sewer: N/A Water: N/A APPLICANT TONY ROMAS _ 17305 SOUTHCENTER -98188 • OWNER TONY ROMAS - Issued: 04/01/1992 Approval Letter: 12/05/1991 Expires: 17305 SOUTHCENTER PY , TUWILA WA:,„ 98188-:, Additional Permit Description:%„: NEW RESTARAUNT?SANITARY::SIOE SEWER RECONNECTION Existing Squareet: ., t Additional ,Square Feet: New SquareF,eet,: I' , Inspectiion/Fae:, .? ,. \ ,t •, ' \ ; Acpt. No 00Q/342.400 0. Plan Check Fee: , , Acct No 000/345.830 -i h .i..', ..--. ,..,,, , 4'0' '. ! , 4 ■ TOTAL FEES: /`. :‘; ', 0 .,,/,;1( Y 0 , • '. :,', . Pp., King Counti'Valuation:. t , ; -,, 4 1,,-,!..,Valluie of11.,Construction: ., .00 *********************************#w*****t*****,**************************** I hereby a'ccept,this,permit arki-.agt:e,p to abide all applicabie sections of the City of Tukwila Municipal Code.',Weagree'that--the::City of Tukwila shall be held harmless ois,of all Or'any/olaiMS[arising,as 4 result of this project. fee.Permits which have lapsed beyond, expiration date shall:equire a' reapplicatIon and i-,ef'ssuance of the permit th'rotgh-t.he City at an-addttional THE APPLICANTMU5TNOTIFY THE CITY INSPECTOR 'OMMENCEMENT-AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. ,',TOSCAEDULE'AN INSPECTION 'CALL 433-0179. V, ,A, '-• , ;,,,, „7, ; „ __....„, /,:, • ' ...^-k c./ . ,, , s • ,' I I' ignature: Title: , Date: y : ,...! ,/,. -,.:6... Company: .e.. 4.am. ap *********************4*******************.*.****************** ********* ******* APPROVED FOR ISSUANCE BY JAP :, • - '' ' " ..,.. , ..„ I s s u e d By : 1-42A.K.Q.011.0.„ . --13Glk),-- - — - -- --,;:;: b a, t L.-- q Q. , .1) Authorized Permit Cent-S.i:grit.e ****************************************************************************** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: INSPECTOR SIGNATURE DATE ir1r };+} 1r i ; fy.L Y '` {i1 A dtv . k5 tj .:1 t. r.. '•.rt -7 r f•,F "; . a lY� ` ro. r c•:Mir.a 4 rD'n«cv.n �zt'.,^w a , r�r" fi :'1 * ******* *k *hyl•************ r*** **** *hirkhyhhol' ****7h74******* ******* .CITY OF TUKWILA, WA TRANSMIT ':'* ******************************** * ***k* * ** * **** * *•k ********h *k** TRANSMIT Number: 92000256 Amount: 15.00 04/01/92 08:36 Permit No:. PW92-0093 Type: PW•-UTIL MISCELLANEOUS UTILXT • Parcel No: 252304 -9024 9 ite.Address: 17305 SOUTHCENTER PY Payment Method: CHECK Notation: LAKERIUGE .PAVING Init: SSLF3 h* lr****** k********** h*****• k * * * * * * *•k * * ** *A *** * * * * ** * ** *hkl / . ,k* Account Code Description Paid 401/342.400 • WATER INSPECTION FEE 15.00 Total {This Payment) :. 15.00. Total Fees: Total All Payment;: Balance: 15.00 1,5.00 .00. GENERA GENERA GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE. 8480A000 10.00 15.00 10.00 15.00 20.00 15.00 85.00 85.00 0.00 08 :39 C SHAMROCK LANDSCAPING & NURSERY, INC. '��Ce�111ad' °" S Landscaper Jim Hunsaker • WCL Pat Hunsaker • WCL John Hunsaker • WCL \?..o W AS #U tam 11%65 So�41 ce=c. P K. 1.16# t Do eAcbi-,c. w +a, vim. 4A412- - Z. (o gel 3 v/62 — 114, eoce. Wei Pa-e- Pa-e-ua ZA zv) 4n o2.-41 0 3- i -qi. 0o., xL, t �ea� - SA/P(Q # Irk 031 �3y ( °A-U. DY1Vf ar ILA (fl ArT 4121- 6LI YL, ►v1. YI o 4 k, v1 L ) T }Lk D.dke-t wwot1/494 5 (0' .-k +{1 L 12415 f of &X i sfmi w&tax,vw rz, 12409 148th S.E., Renton, Washington 98056 • 271.6568 • 365 -4378 4: MISCELLANEOUS UTILITY Permit No: PW92-0093 Status: ISSUED Project: TONY ROMAS Site Address: 17305 SOUTHCENTER PY Location: Parcel #: 262304-9024 Wetlands: Sewer: N/A APPLICANT TONY ROMAS 17305 SOUTHCENTER PY , TUKWI,L,A, WA , 98188 OWNER PLUSH PIPPIN CORPORATION , Phone: (206)872-7300 21331 88TH PL S - ' Additional Permit Description: NEW RESTAURANT/WATER SERVICE ,RECONNECTION Issued: 04/01/1992 Approval Letter: 12/05/1991 Expires: Watercourse: Slopes: X Water: N/A Existing Square Feet.: , New Square ,Feet:. .,„ X : , , Addi t i °nal': Squaret,F..:,e, to_: .-i , , • q(' . , . '4 i • King CountylValuat,t6n:' TOTAL FEES,: '-,., ' Plan CheskiFee: County P"' 1 '' . 00' ,.. ' ''` ' 4, , i '4 '44'4 V.44 \714 1 s` '4 /4" i V o' 4 i :,Value„...of Construction:- I. -Acct,Nd: 000\4342.400 A-cct'No::000/345.830 . ,,.. .00 Inspection Fee -. A e I ****************q***t*'*****P,*11***********k************************ , I hereby accept this' permit - and agree to abide applicabl, a sectionsof the City of Tukwila-Municipal ,Cod6. 1,„Wa,'agree thWt the City of Tukwila shall be held harmless or .of all or any claims arising as *a:result of, this project. Permits which have lapsed 'beyohd/the, expiration date shall require a' ',/, reapplication and reissuance,of the permit through the City'at an additional , ., fee. , ,: • i.,.‘:\ -' ;,,,, , ..- '1.1:,, ' '‘,.,,,i,.. , ""\ c--.. ... 1 •, ., 4,, At THE APPLICANT OUST,IpOTIFY THE CITY INSFIICTOR\6F,„TCOMMENCEMENT„,AND COMPLETION OF WORK AT\4AST '24' HOURS IN ADVANCE. .TWSCHEDULE AN INSPECTION CALL 433-0179. ' . : P - , \ Signature: Title Date 11 - /..,::.";:1-022': ',..,.. ,,,, ,, ' .'' .2 !' ,..., ,,ICoMp■any : Z. 5g.-e-in _.e c.4.0 APPROVED FOR ISSUANCE BY JAP Issued By: — , Data o Authorized Pe rm ********************************4'*4,1k.*****Att**4,0(*** ************** I hereby certify that the permit holder Whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: INSPECTOR SIGNATURE DATE Control #91 -403 Permit 1� 7I C + CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 WATER METER PERMIT (EXEMPT) (DEDUCT METER) Issue Date: Expiration Date: SITE ADDRESS: NAME OF OWNER: ADDRESS: CONTRACTOR: ADDRESS: + 17305 Southcenter Pkway Tukwila PROJECT NAME:Tony Roma's Pacific Northwest Group A PHONE: (206) 762 -4750 5601 6th Ave. SW Seattle WA ZIP: 98108 To Be Determined PHONE: ZIP: Number of Meter(s) 1 Size of Meter(s) /4° [3/4 ", 1 ", 2 ", 3 ", 4" ] I understand deduct water meters shall be built by private contractors to City standards in accordance with approved plans. These meters are privately owned and operated (Ordinance 1249). The water meter installation shall be inspected by Tukwila Utility Inspector, Greg Villanueva (433 - 0179), prior to sign -off of this permit. APPLICANT'S SIGNATURE Approved By: lip R. Frasps; Senior Engineer TITLE cc: Applicant Inspector Utility Accountant City Shops -Water Dept. Inspector Use Only --- - - - - -- - -- - - -- I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Field Inspection Date City Inspector Work Order # This permit was not signed -off because + Initials Date BUILDILG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. lP q i DATE ISSUED: 1- ►o- q- SITE ADDRESS: 17305 Southcenter Py SUITE NO.: PROJECT: Tony Roma's CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE APPROVED PROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 R 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 X 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 R 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forams and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department tor their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Departmenrt of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the 09/14/90 project progresses. PL N REVIEW COMMEI IS Plan Check No.: Ql 403 REQUIRED INSPECTIONS Project: No changes will be made the plans unless approved by the Architect and the Tukwila Building Division. CDPlumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely planner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete"to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UGC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof•mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings ■A 2. Foundation la 0 3. Slab /Slab Insulation 4. ' Shear Wall Nailing 5. Roof Sheathing Nailing 01 6. Masonry Chimney 4 7. Framing 4 8. Insulation A 9. Suspended Ceiling rim/ 10. Wall Board Fastening 11. 12. II 13. 14. Fire Final 15. Planning Final 16. Public Works Final V4Building Final Project: No changes will be made the plans unless approved by the Architect and the Tukwila Building Division. CDPlumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely planner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete"to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UGC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof•mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. MAA r 44441) Bss agic. 'Ec, (c.), ►wuMItAkSioN wuTt-k mmetecceNb4 6,00eo OF FowEra 64,61.c Qom, 4N5"�4LLe_D IN ACIAtzo4ltE U->14a vC-r_dt 333 (a) r (b) , ir-c.48eiak3m mr-c.ombacAL Qmo(eft igte, 140-AtkA7100 OF A citsks T. 4<ii-Me4 rzaalArdsr-At9m, 1\44`PsE iTftiks Tog- 4g- 114-E, -VG,Pc CeATee, Anott4m-C6 P-E-- ,7(111\1c4k,\ 1.4-ft(- I IJ9i13dLeD VOO.c0c0 14 oLA� t N lasCccVAoMIGE w 16 5- (3,G I SAC, 3802 (g) ,moo TwKwtLA MUMcc%p/.,11.. Cook 2eQfS1.RaNveNT5, auluDI I.�.r PERMIT pp, � `F, r ,�� ( w '��'�' APPLICATION i1h „,, �• V C CITY OF TUKWILA Department of Community Development - 'Uilding Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER oft -14 Qa .0:4.c'•.4`t >% ^G;/.42,74,0,"; f..Y V �s 'S /S'c'U DESCRIPTION • AMOUNT RCPT sit DATE BUILDING PERMIT FEE PLAN CHECK FEE.: BUILDING SURCHARGE It Li Fcl,or� ••a7 OTHER: TOTAL. -- SITE ADDRESS j1 3C L -1 . 7R TVF # -R►KWI L, T VALUE OF CONSTRUCTION - $ 3 33, Y15 ASSESSOR ACCOUNT # -1424023-40 - 9624 -- 02 (commercial) L Demolition (building) 0 Other: PROJECT NAME/TENANT -t'ci ki 'P-0 r 1A• S / 14 i 1 b P TYPE OF New Building Li Addition 0 Tenant Improvement WORK: 0 Rack Storage 0 Reroof []Remodel (residential) DESCRIBE WORK TO BE DONE: NEW i,111 LP I I0c i.I. s'c-j n,J BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: 'ze57-A u- &t i1— WILL THERE BE A CHANGE IN USE? 15it No 0 Yes If Yes, new building requirements may need to be met. Please explain: GO/ /00.c •F. SQUARE FOOTAGE - Building: — Tenant Space: Area of Construction: PHONE 874 (,0A WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? . No 0 Yes IFYES, EXPLAIN: PROPERTY OWNER PACIFIC KOIZ11-1 y"T 4,12-c) ar 4 PHONE 3 2._ 4. ZIP ci.e108 ADDRESS 5(-00 I (O t AVE. St A1fi LE t.OA • i CONTRACTOR ..-j- ., pEE_ - E12.114lhlED PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT 44oVL.�t,lp /. �(0 rv(AS A'gC{4 I w•ciS PHONE 874 (,0A ., RZ-`-` 2 ZIP 98003 ADDRESS '3.5st (.0 AVE. so . 4 7 fEPE ?AL-• WAY, ,1 HEREBY. CERTIFY.:.ThAT :.I HAVE:READ;f;ND EXAMINED; THIS :APPLICATION AND KNQW THE SAME„ BE;;TRUE AND; CORf3ECT ;'ANDII;AM UTHORIZED.TO:` PPLY::EOR'THIS PERMIT.:: BUILDING OWNER SIGNATURE DATE /l 7/RS OR AUTHORIZED AGENT PRINT NAME 1:74U L Q , r(An W) LL-E PHONE 87 , q2 a ADDRESS 3351(o 94h A(ie. S CONTACT PERSON JO e0 0 0E1 L_ I "` . C2 Q,A 7, CITY/ZIP pg. L,i?p.`t'. PHONE .7(oZ,c�DSO APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES O's/16/01 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, IVASHINGTON 98188 September 17, 1991 Mahan & DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 Regarding: 91 -T -17 - Tony Romas Please do structural review per U. Sincerely, Shellie L. Bates Permit Technician PHONE # (206) 433.1800 (91 -403) B.C., 1988 Edition. Gary L. VanDusen, Mayor MEMORANDUM OF TELEPHONE CALL TO: File FROM: Bldg Official DATE: 3/20/92 Re: Tony Roma (Greg Hazard) Ltr, dtd 3/16/92, Subj: Request for Temporary C of 0. I called Mr Hazard Friday morning, 3/20/92, and told him the following: We do not issue temporary C of O's. No occupancy of anyone except contractors will be allowed until fire sprinkler system and fire alarm system is tested, approved, and signed off by fire dept. Nobody except contractors allowed until all exit doors and exitways are completed and lead to the public way. Parking lot must be finished to allow fire dept access. The public will not be allowed in the building under any circumstances until occupancy i approved in writing by the building inspector on inspection report. I pointed out to Mr Hazard that all of the above had been discussed with Tony Roma people at the pre -app meeting before the project ever started. I told Mr Hazard that normally we can issue a C of 0 within a couple days after the final inspection. Mr Hazard told me their anticipated official opening is scheduled for 22 April. He told me he understood all of the above. The main reason he had requested a Temp C of 0 was that their Hq in Calif wants to see a C of 0 before they buy airline tickets and make travel arrangements to fly to their building sites to accomplish final actions on their buildings. He said he didn't anticipate having any trouble meeting the time frame he needed and would not need a temp C of 0. CONVERSATION RECORD DATE: /0 / G�j'C. , / '/ TYPE: ❑ Visit ❑ Conference 'Telephone— 0Incoming Outgoing Name of person(s) cont cted o .in contactlwitI "FRIT E st7N U TIME: /,. --(14) FOR OFFICE USE ONLY Organization (office, d pt., Location of Visit /Conference: SUBJECT: SUMMARY: I 7 0) 11 c4,1:4-- gip`,JIk. 1 0;11 6-Aige,k. o.,r4— 74 "ez, fr CONVERSATION RECORD FOR OFFICE USE ONLY DATE: /G) / E WED THU FRI SAT SUN TYPE: ❑ Visit ❑ Conference TIME: A.M. P.M. elephone — 0 Incoming Outgoing Name of p n (s) co t ot!in Qo t with you: Organizatlo �40, /4 ' d4 /I�# ept., u Location 61 Visit/Conference: Telephgn0 SUBJECT: 46, .ing ACM' )lam i`s �3 �s�9 --mss 91 >'/ ehe L.�lJ7Z�� Signature: Title: Date: 0/O Geo ;;= Engineers Trammell Crow Company 5601 6th Avenue South Seattle, Washington 98108 Attention: Mr. John O'Neil March 31, 1992 Summary Letter Construction Monitoring Services Tony Roma's Restaurant 17305 Southcenter Parkway Tukwila, Washington File No. 2113 - 002 -R73 Geotechnical, Geoenvironmental and Geologic Services INTRODUCTION AND SCOPE This letter presents a summary of our construction monitoring services for the Tony Roma's Restaurant located at 17305 Southcenter Parkway in Tukwila, Washington. Our firm provided geotechnical engineering design recommendations in our report dated August 2, 1991. The purpose of our construction monitoring services is to monitor the contractor's compliance with our recommendations and the portions of the project specifications which relate to geotechnical issues. For this project, our specific scope of services included part -time observation of earthwork activities, full -time monitoring of augercast pile installation, preparation of a field report for each site visit and a summary report after completion of the pertinent activities. CONSTRUCTION MONITORING GENERAL We made six site visits during the construction period to monitor various geotechnical elements of the project construction. Field Report Nos. 1 through 6, which summarize our field observations, are attached. The first three site visits were made between January 13 and January 15, 1992 to monitor augercast pile installation. A fourth site visit was requested on January 24, GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 861-6000 Fax (206) 861-6050 Trammell Crow Cony— March 31, 1992 Page 2 1992 to evaluate grade beam subgrade conditions. The last two site visits (on January 31, 1992 and February 4, 1992) were requested to evaluate slab subgrade conditions. AUGERCAST PILES Pile installation was observed by a geotechnical engineering representative from our firm on a full -time basis. Our representative kept records of pile lengths, grout pump pressures, withdrawal rates, grout heads and grout volumes. The original pile installation data sheets are in our office files. Thirty-nine piles were installed to a tip elevation of -14 feet (pile length of 36 feet) and five piles were installed to a tip elevation of -17 feet (pile length of 39 feet). The soil conditions of the supporting stratum were evaluated by observing the drilling action and soil cuttings on the auger flights. The soils observed were generally consistent with the subsurface conditions anticipated from the results of our previous explorations. A 20- foot -long steel reinforcing cage was placed in the upper portion of each pile. The hook bars (six #6 bars) located at the top of the piles and extending at a 90 degree angle into the grade beams were installed by drilling holes into the piles after they cured and placing the bars. EARTHWORK We observed the grade beam and floor slab subgrade conditions during three site visits which were requested by the contractor. Based on our observations and our evaluations made by probing with a 1/2 -inch diameter by 3- foot -long steel rod during these site visits, the subgrades were prepared in accordance with the plans and specifications. We understand a concrete retaining wall was installed instead of the planned rockery along the west margin of the parking lot. We did not observe the footing subgrade prior to construction of the concrete retaining wall or the parking lot subgrade prior to paving. CONCLUSIONS Based on our observations during ailgercast pile installations and during subgrade preparation for the grade beam and floor slab construction, we conclude that the work discussed herein was completed in substantial compliance with our recommendations and the project plans. • O ► Q o o E n g i n o o r s Filo No. 2113-002 -RO1 Trammell Crow Con( March 31, 1992 Page 3 We trust this letter satisfies your current needs. Please call if you have any questions or if you need additional information. DCO:JRG:irs DOCUMENT ID: 2113002.R Q? cc: Mr. Imad Bahbah Hovland Architects 33516 Ninth Avenue South, Bldg. 7 Federal Way, Washington 98003 /Mr. Rocky McNeill Commercial Structures, Inc. 13822 First Avenue South Seattle, Washington 98168 0ooBng1noer•. Yours very truly, GeoEngineers, Inc. Debra C. Overbay Project Engineer J. Robert Gordon, P.E. Associate J Pilo No. A.A.R. TESTING LAB: ATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 7126 180th Ave. N.E. Park 180 Suite C101 REDMOND, WA 98052 March 27, 1992 File: 91 -12173 Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project:' T ii tRoma Address: 17305 Southcenter This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Auger Cast Pile 2. Reinforcing Steel 3. Reinforced Concrete All work inspected conformed to Tukwila Building Department approved plans, specifications, Directors Rule, UBC and related codes and /or verbal or written instructions form the Engineer of Record. Our last report is dated February 4, 1992 number 6032. Sincerely, A.R. TESTING LABORATORY, INC )-2,00-A4 Frank Foster Field Supervisor cc: Trammell Crow Company Commercial Structures Hovland /Thomas Architects CONSTRUCTION INSPECTION AND MATERIAL TESTING •( TONYROMAS JUDGED BEST RImIN AMERICA Tacoma Corporate Center 2115 S. 56th Street, Suite 205 Tacoma, WA 98409 206 475-2180 FAX 206 475-2182 March 16, 1992 I am requesting a temporary certificate of occupancy to be issued to Tony Roma's as of April 1, 1992. According to Commercial Structures Inc., our contractor, by April 10 1992 we will have a completed kitchen and lounge with only minor trim work to be done. The certificate of occupancy is for the use of training employees only. The restaurant will not be open to the public. If you have anyquestions please feel free to contact me at (206)475-2180° Sinc'ra1y, `reA � /.ard Franc isee \��~7 /-A / ~ . &Wig) 218 MAIN OTREST . SUITE 432 a KIRKLAND, WA 88033.8100 1.800.831 -7410 • FAX 009.1423 March 27, 1992 TO: City of Tukwila FROM: Jon A. Baugher Meyer Brothers Roofing Field Advisor Commercial Structures Tr©mco 1E: Fire Rating of Roof at Tony Romas Gentlemen: Per your request, this letter is to confirm that the roof system installed at Tony Romaa, South Center, meets the requirements for a Clans B fire rating per ASTM E108. If you have any further questions, please call me at 1- 800 -831. °7410. Sincerely, Jon A. Baugher TREMCO •..: Nil (t.4e. C:,( A NI .•E • , /11 /I • e'r4e. A.< ik /Le ./1:1"7.4,17: • 4,42 j ;",) , t,;-• / 4.. 17 • . • ' ;4:t•r„.11.1: • .4. .• ,:,,?r 1 •. • . / ini .;:re,,141'....,/ 1 / ":?...1A,11/4J 41" /1 744 c Mahan &DeSalvo CONSULTING ENGINEERS c December 3, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -17 (Tony Roma's) 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings and calculations for you use. Sincerely, 45a-- Crystal Kolke CLK:4 cc Hovland /Thomas Architects Westhill.Court /West Campus 33516 -9th Avenue S. Bldg #7. Federal Way, Washington 98003 fo T� c'hl Dec �t to pe1tMVT CEtfl Mahan &DeSailva CONSULTING ENGINEERS 1200.5th Avenue, Sulte 1910 Seattle, WashIngton 98101 FAX (206) 6248151 (206) 6248150 November 22, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -17 (Tony Roma's) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Now that the section cut 7/S -4 was removed at the non -shear wall along grid 4, how is this connection made at the roof? Please clarify with a detail. 2. Section 2/S -1; development of negative moment reinforcement must be provided beyond the point of inflection per Section 2612(m). Provide calculations that evaluate the moment at this condition and provide an adequate length for development of reinforcement. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status . inquires are to be directed to our receptionist. Sincerely, Cry al Kolke CLK:3 cc: Hovland /Thomas Architects Westhill Court /West Campus 33516 -9th Avenue S. Bldg #7 Federal Way, Washington 98003 G3L� NOV 2 51991 C11" ur ,�..��LA PLANNNG D4PT, er),) City of Senttle King County Norman B, ItIre, Mayor Tim Hill, Executive Seattle -IUng County Department of Public Health Davin M. Lurie, Director October 29, 1991 King Foods 2115 S. 56th St., 11205 Tacoma, WA 98409 Attn: Greg Hazard Re: Tony Roma's 17305 Southcenter Parkway, Tukwila Dear Greg: We have approved the plans for your food service establishment with revisions. Your establishment has been assigned the business Identification number (BID#) 29077. Please use this BIDS. In all future contact with us. Before you open for business, you must complete the attached application for a permit and return It with the correct fee. If you open before you apply for your permit, there will be a late fee of 25% of the permit fee. Before you open you need to have an Inspection by the Health Department. If you open without the health Inspection, you may be closed. Please contact the Alder Square District Health Office at 296 -4666 to schedule the preopening Inspection. Be sure all other business Irlspectlons are done (plumbing, building, etc.) before you call for your Health Department Inspection. Sincerely, John K. McAlerney Plans Examiner JKM:gao Attachment cc: t61fy of Tukwila Building Department Hovland Thomas, Architects /wpf Eaviremmenlal HuaNh Divion Boom 201 Smith Tower Seattle, Washington 98104 (2061 2964722 "Printed on Recycled Peper" 1.11111 Mahan &DoSah o CONSULTING ENGINEERS October 24, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -17 (Tony Roma's) 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. We received revised calculations. They need to be stamped by the engineer of record. 2. The Species of the 2x wall studs has been left off the drawings. Revise the Structural Notes. Please note that page 10 of the original calculations calls for 2x6 D.F. #2 studs. 3. Since only the 15 -foot western shear wall along grid 4 is intended to be used, revise the following information: a) Remove the shear wall mark from the east wall along grid 4. b) Revise section cuts. The reference to Section 7/S -4 would not be appropriate at the east wall since shear is not to be transferred at this location. 4. Even though seismic forces are not as critical as wind in the east -west direction, seismic forces must also be considered since shear values for gypsum products must be reduced 50 percent per Table No. 47 -I, footnote 1. Also, an Rw factor of 6 must be used per Table No. 23 -0. The east -west interior shear walls (SW -2) do not appear adequate. 5. Call out thickness of roof sheathing on the drawings (we are assuming 15/32" per calculations) and indicate that the diaphragm is blocked. 6. How are chord forces being resolved between grids 1 & 4 for forces in the east -west direction? Provide calculations to show adequacy. 7. Verify with calculations to show that the 6' -0" long #5's @ 10" o.c. shown in Section 2/S -1 are of adequate length for development of reinforcement per Section 2612. October 24, 1991 City of Tukwila Re: 91 -T -17 Page Two Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Crys ai Kolke CLK:2 cc: Hovland /Thomas Architects Westhill Court /West Campus 33516 -9th Avenue S. Bldg #7 Federal Way, Washington 98003 Mahan &DeSalvo I Iavlandahomas Architects. PS 206/074.0272 West Hill Court/West Campus 33510 Ninth Avenue South tluildinp Number 7 Federal Way. WA 08003 Michac E. Havland • AIA Architect David P. Thomas • AIA Architect . igin OCT 2 5 1991 CITY OF TUKWILA PLANNING DEPT;_____ 0 23 Ocotber 1991 Mr. Robert Benedicto City of Tukwila Department of Community Development, Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 - --•-'`-"- - ---, Reference: Tony Roma's Restaurant, /) Plan Review No. 91 -403 Dear Mr. Bene `c� to., King County Health Department has informed us that we will need an additional water closet for each restroom. Enclosed is the revised plan for your approval. Please call with your comments so we may forward. to Health Dept. Also, regarding the revision submittal recently submitted to you, notice that we are calling out a sprinklered building per Fire Department. This will alleviate the need for an area separation wall that we initially discussed. Thank you. Sincerely, Hovland /Thomas Architects Imad Bahbah, AIA Project Architect 9056 /Romas110.23 /Dsk.074 Ilovland/Ihomes Architects, PS 206/674.9272 West Hill Court/West Campus 33516 Ninth Avenue South Building Number 7 Fodoral Way, WA 98()03 Michael E. Hovland • AIA Architect David P. Thomas • AIA Architect Prinrod .n Roryclod Papot October 11 1991 OCT s 5 1991 ci :viLl1 i Mr. Robert Benedicto City of Tukwila Department of Community Development, Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 Reference: Tony Roma's Restaurant, Plan Review No. 91 -403 orrections Dear Mr. Benedicto, ,/ This letter is in response to our conversation on 10/10/91 regarding corrections,dated October 9, 1991. 1. We will show compliance with UBC sec.3802 (c) and provide a 1 -Hr. occupancy separation @ Grid 4 on Sht. A -2. Doors 3,4,7,8,11, & 12 will be rated accordingly. 2. Per your discussion with Greg Hazard of King Foods, there are two contentions to consider for direct access to an exit: a) Door #2 is.simply a pass thru swinging door with push plates and are provided only as an air lock. They will not be latched or locked at any time. b) The proximity of the opening to the Lounge @ the Foyer is viably close to the Vestibule. This indicates a direct access to an exit. 3. A separate source of power for exit illumination will be provided on Electrical Plans. 4. Additional details will be provided to indicate method of attachment @ hood duct enclosures. 5. Lighting schedule will be provided on Electrical Plans. Please continue processing plans. Corrected shts. will be submitted on 10/14/91. Thank you. Sincerely, Hovland /Thomas Arch i ects Imad Bahbati, AIA Project Architect • 9056 /Romas110.11b /Dsk.074 TO: FROM: DATE: 10 Q' 'U SUBJECT: MEMO * * ** k************* * **•k**** * ** * * * * * * * ****** *** *** k* ********* **** 404406• 130-(4.4240A. ckseutioAAAALivem CcuLM, L4) ~dike) lautA.1/4 kwiA4u ColiumAtuA to/ tkeiktuJAA4e.a. ".104.aPu -G 4.0a/ 2 R5.5te�C. J-� 1. c�<:C 4 � gyp. 4t) nk:tou gualskotem 04.iptkuktotd 4-4.pue. 2 , 1Qcuaucd .u.y(oce.eo -Qteptsuico! _ 144a4A^. w.r as ciCw,i- 4u,04e .:2dA.F d•.e. 3. t� ;JLE r�o 4, 4.J i0 Pt+N .e 5. Will/ Purlidc 4sivto4A, N),,.Q 41,41A444414 Natu.o Cot+t,Z4,k, 4-tt< A.Gov4of 0n4• .tt)u2.c furu 2r .vu cingAledUrt0 641jCga*c. /utru Ariaidy* OW, 4414* Gift> (.6.1,w.4.iAa cdeui iwieedAzt-vttk-rge044- 14: zcloc4-7/ = 1��IIl� Mahan &DeSaavo CONSULTING ENGINEERS September 25, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -17 (Tony Roma's) 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 624-8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide the soils report by Geo Engineers for our review. 2. Call for all necessary special inspections on the drawings per Section 306(a). 3. Call out Species of 2x wall studs. Also, where is the size and spacing of wall studs called out on the drawings? 4. The Structural Notes indicate that a design wind pressure of 18 psf was used; however, the calculations show that 16 psf was actually used in the design. Revise the Structural Notes. 5. Page 5 of the calculations indicate that a 4x12 header is required for Beam #3. The drawings call out a 4x8 header. 6. The calculations only evaluate a 15 -foot shear wall along grid 4. Section 7/S -4 shows an inadequate load path to the second sheet of gypsum wallboard. The Roof Framing Plan indicates that there is an additional wall along grid 4 to be used as a shear wall. Verify resolvement of shear forces along grid 4. 7. Section 8/S -4; provide an adequate load path from the roof sheathing to the location where both sheets of gypsum wallboard are used. 8. Since walls with gypsum wallboard are used to resist shear forces, an Rw factor of 8 would not be appropriate. An Rw factor of 6 must be used per Table No. 23 -0; therefore, seismic forces need to be re- evaluated. 9. Since values for gypsum products must be reduced 50 percent in seismic loading conditions per Table No. 47 -I, seismic loads must also be evaluated where gypsum products are used. 10. Identify panel thickness, nailing, span rating, plywood layout, etc. for roof plywood sheathing. Show adequ ._�__._. 11. How are chord forces being resolved? 12. The structural slab must be designed as a ontgaand adequate reinforcement must be provided to ac mrnodatre negative moment at the supports. SEP 2 7 1991 CITY OF Tu■vvlLA PLANNING DEPT. September 25, 1991 City of Tukwila Re: 91 -T -17 Page Two Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, egfac- Crystal Kolke CLK:1 cc: Hovland /Thomas Architects Westhill Court /West Campus 33516-9th Avenue S. Bldg #7 Federal Way, Washington 98003 Mahan&DeSalvo 0\6% 1r OMME CO '4 C Af C\ TRUCTU E ANC dJ, CONTRACTORS 13822 -Ist AVE. SO. • P.O. BOX 68845 • SEATTLE, WA 98168 -0845 • 206- 246 -3939 • FAX: (206) 246 -2094 September 1, 1992 Mr. Mike Mitchell Mitchell & Company 1140 -140th Avenue N.E. Suite D Bellevue, WA 98005 RE: Tony Roma's Restaurant Tukwila, Washington Dear Mr. Mitchell: The mechanical units that were installed in the Tony Roma's Restaurant were in fact installed as per plans and specifications not using any structural engineering, therefore, Mitchell & Company was not hired to inspect the location, and therefore there was no change. If you should have any questions, please feel free to contact this office. Sincerely, COMMERCIAL STRUCTURES, INC. ,4 Vide President JM /cg cgjmtonymitch 4.w.eE a‘aadie e RECEIVED OCT 0 21992 COMMUNITY DEVELOPMENT MEMORANDUM OF TELECON DATE: 8/25/92 CALL FROM: IMAD BABA, HOVLAND /THOMAS ARCHITECTS, 874 -9272 CALL TO; DUANE, BLDG OFF/L I had previously contacted Mr. Baba regarding the letter I had received from Mike Mitchell, Structural Engineer for the Tony Roma restaurant in which he had stated he was not taking responsibility for the work he had done on the project because they hadn't called him for an inspection. Mr. Baba had contacted the contractor, who had told him that everything had been installed per plan, under permit, and it had been inspected by the city and he would send a letter to the building department stating that info. I asked Mr. Baba to have the contractor send the letter through Mr Mitchell for his comments before it comes to us. Mitchell & Company - Consulting Engineers 1140 - 140th Avenue N.E., Suite D Bellevue, Washington 98005 (206) 747 -1500 August 18, 1992 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Subject: Tony Ronia's Restaurant Permit # 91 -T -17 Dear Duane: On or around March 3, 1991 I reviewed the roof system of the Roma restaurant to determine if mechanical units could be installed. Our firm provided the structural engineering on the project. The review was at the request of F & S Sheet Metal of Redmond. As part of the scope of the work we were to review the installation. We have not been contacted by the contractor to complete this scope of work. This letter is to inform you that we no longer take responsibility for the structural stability of the roof system. We feel that the integrity of the roof system may have been compromised by the location and installation of the mechanical units. Duane, please call if you have any questions or require additional information. MITCHELL & COMPANY Michael S. Mitchell, P.E. President cc: F & S Sheet Metal RECEIVED AUG 1 91992 COMMUNITY DEVELOPMENT N L retic:ITOIS . PROVIDRg;`ALL WORK TO COMPLETE ?BIB PROJECT, INCLUDING FURitj,3ljxiiG ALL MATERIAL, EQUIPNBNT, TDO &C. WI(WR% AND seavIQE$ NECESSARY FOR COMPLETION '0? TBI$ PROJIICT. 2. ALL 20RK MALL COMPLY WITS STATE AND LOCAL CODES AND ORD 1I h$c 8. 3. T$ssE DOCUMENTS DO NOT INCLUDE TUX NECESSARY COMPONENTS FOR Qpi8TRUCTION SAFE T. $AP.E,?Y, CAR'S Of ANIAO4WF , PROPEE ?IBS D jRING C s#TRUCTION, COMPLIANCE NI18. STATE AND FEDERAL MAIM ;RxGiARD /NG SAME SMALL B$ THE CONTRACTOR'S RESPONSIBILITY. 4, " CONTRACTOR $BALL VERIFY. ALL DIMENSIONS AND CONDITIONS SHOWN ;-' of TSB DRAWINGS BEFORE COM$ENCIN4 WORK. ANY VARIATION OR DISCREPANCY REICH REQUIRES Pe 8ICAL CHANGE S#441. BB BROUGHT TO THE ATTENTION OR THE ARCHITECT PRIQR TO STARTING CONSTRUCTION Of THE AREA CO$C1** D. ALL-ELECTRICAL AND MECHANICAL WORK SHALL BE PER APPLICABLE LOCAL, STATE, AND NATIONAL CODES. . COORDINATE WORK WITH ALL OTHER TRADES. 7. ALL WORK TO BE riaroaUp IN 7,411 BRET AND NOW PROF$8SIOaaL MANNER BY MECEAi1IC$ SKILLED IN TEEIR RESPECTIVE TRADES. 8. ALL WELDING SHALL HE BY NANO CERTIFIED WELDLBRS. 9. ALL N.I.0 (NOT IN CONTRACT) ROUIPNZ&T TO BS COORDINATED BY GENERAL CONTRACTOR. VERIFY ALL POi/BRs MECHANICAL, ELECTRICAL AND DIMENBIORNL RBOOMRMANIN?B, ETC. 10. DI$BJSION CALL OUT$ SMALL. TAKE PRRCBRENCE OVER DRAWING SCALE. TYPICAL D$tFAILB AND OINISNAL OMEN ARE MININON REQUIU$$NT$ TO BB USED WREN SIMILAR OTSMR CONDITIONS ARE NOT SHOWN OTHERWISE. 11. APPROVAL BY TEE IMBP$CT'OR DOGS NOT NMI APPROVAL FOR COI$PLYING WIT$ TSB PLANS AND SPBCIr CATION!. ANY DESIGN One FAILS 2'O es CLEAR OR IS AN$IGU,QtI$ NUM ? BB REFERRED TO ARCHITECT POR INTERPRETATION OR CL11NItiTCATTON. SITE NOTE. •. I c ;e AK,2,G.: G r°:,;- :N ,A .,<. K.0. .k1 - .1±A:-..A " Y u ".r , po :C..• - .4 v.• '.;., C-0 5 ; agliea f1 w" \'. QiN.4 . ( , t, 1 e :---,K ` :yr� \JE, . iv \ .TA�..; "7,-2 \ - re... ET , L,... `,6.c..% cr: ,\A - {w A;,;; �t....e.,\ ;.�. - -. 0c �: /`. ;J.!"' \: t• F� 1 Oe1 rrC iY ►.A,,A„►.,1rI C P e r : •e,��: .,�G --.. N- P..,,;". c\ ,ems. r' tic,,.. G. c, f - :.40.. • M ` �} !lo tulr4 Sr±fa .2,u21 • Ab, Ac, Fry v Cb G SYMBOL1 LEC31111\111:114 H=7". IMMO I:..:L MUMS ISESESESES ansavai iffordsms 2 X STUD WALL PARTITION WALL EARTH GRAVEL OR GRANULAR ELL CONCRETE BITUMINOUS PAVING STEEL PLYWOOD BATT ` INSULATION RIGID INSULATION GRID L /NBS BUILDING SECTION DETAIL INTERIOR ELEVATION ROOM IDEHTIl'ICATION DOOR SY$1547t, WINDOW TYPE DATUM POINT VICINITY MAP mom= poomosl 100Y Aloopoo, "A 'Luce fur ateo" 17305 eoatpo,wt;+er Pow. AnkiiL., WA .98181 INS IN i $i1l 414;44r21.101 �u0 C- 44,4Nry PROPERTY OWWER+ Paatf3 c Morthwest Group A 5601 6th Ara.' $W - Seatt3e. NA 98108 PHOPBSI'T'x NANAGNR: Trammell Crow Company 5601 6th Ave. l> Seattle, WA 98108 TENANT: King roods 2115 South 56th, 6205 Tacoma. WA 98409 13 I E 1.114 GI ell . f1fi0 BRICK PAVERS.$ RXETMEAVE PATTERN. SEE DETAIL PURIM LOT STRIPING ;\ 1_.....� NITA.t't' . ��.r�l irvT C o+ !0N IC) t�c,5i• : , la`fi:: AtiT• LAN - ex ,$ ?h1 Cyr.it~C J3 To is -ra, 16 ; c1, ----- U1iL,1 f eoteist.ier47 r."'" iCvS C-2 GMA,DI$0 PLA11/W M C -3 AMU 'S 4 A -2 molt PLAN A -3 DOOR/WINDOW/FINISH sOEEDDLXB A -4 REFLECTED CEILING PLAN 1 A -5 SEATING PLAN A -6 ROOF PLAIT A,7 EXTERIOR A -8 EXTERIOR A' t_,Aybsj"; . A -9 INTERIOR TR 7-t tApa a A -10 INTERIOR .A-11 INTERIOR A -12 BUILDING ••• L:;;4? w1(+ 1.'60 Ir co)JG. `WALK' SEPARATE PERMIT AND APPROVAL REQUIRED 'SEPARATE frEMIT AND APPROVAL REQUIRED SEPARATE PERMIT AND APPROVAL -FIEQUOIED 1\ t� X10 fc' Ni'a iN le $1 040 GP MG RIAN CRo.%ING aX; c,,.,cr casc.co/e. Art1:Ko,4‹./ } Ta r-to N �T 1•i.t oK -Stir+ Gage) r.)/; !Sib Ark 1 R> riovE �is�6 C.�V1t. ' ..A Ns ` . p(' IC* r,avl iG IN " PA.I t.04fl Co, tAi eoxSe'1JoGr+A., - SEPARATE ERMIT AND -PROVAL REWIRED OOU+' 'HCRNTP.R lb K•WY. ifiliiiiill Inemem \ [)CT25 ll \qJ 1 1941 CItY OF UK' VILA __ PLANMING DEPT. lTE. PLAN. iyi -20' CITY OF APPR�. DE ■SAIRERLELeAR9ELLM:a., rt2 /S40 - 41 ©24 - 02 R FINISH PLAN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS SECTIONS A -13 WALL SECTION /DETAIL A- 14:-.OETAILS A -15 DETAILS S -1 FOUNDATION SECTIONS/STRUCTURAL Meru 8 -2 FOUNDATION PLAN 8 -3 ROOF moat PLAN ., ROOF SECTIONS 8-4 L-1 LANDSCAPE PLAN /SCHEDULE /NOTES L-2 IRRIGATION PLAN' M -1 sacamICAL SITE PLAN M -2 PLUMBING PLAN K -3 HVAC PLAN E-1 ELECTRICAL SITE PLAIT /9(:�DULls E-2 LIGHTING PLAN B-3 POWER i SIGNAL PLAN E -4 DET LS /BcH EUI+E8 K -1 KITCUttN Ea0IPMENT -FLAN 's--2 KI'T'CHEN EQUIPMENT SCHEDULE K -3 KITCHEN ROOD PLANS, K- 4 ; 4cis SLECT1tI;1AL PLANS 1 -5- monks ?tuN uki: Ron is c I:SDItZ C.6% t `t=ip 16 651; si 104.444 SITE AREA: 1,24 '. DUILDINw AR1Cl1,;>t 6,100 OSP CONSTRUCTION TYPE: V -:), NON- SPRINKLERED OCCUPANCY: USE: 20N$: SETBACKS:. BUILDING HEIGHT: PARKING: A -3 RESTAURANT C -2, COMMUNITY RETAIL FRONT YARD SIDE YARD REAR YARD ALLOWED PROPOSED REQUIRED PROVIDED 20' 10' 10' FILE COPY 1 Understand'''that the Plan Check a subject to errors and otT,issions and a plans not aut(i<rize the "violation' adopted code' or ordinance. Receipt 'Of copy of approved pie acknowlec)gea ... ......... . //e/z _ PGrrnit No 4Y J t41 Vi fO 208 - 874 -9272 MPostNIII GesortVVOisee Gamma 30b r Otis Avowals $441141 $eild$NQ ♦y P.d•roi vier. NA •Auoa . Architecture/thine Islaitaskal REGISTERED EC1' >► tcwc�i trvlNSHIN' a it 'iv STATE OF WAGTON ■ 3S' ■ 2. .AX. (@ Entry Porthl OnlY ) 1m 1 SPACE /10 ' GS? OR , 6,100/100 ■ 61 STALLS STANDARD (91 1( 19') • 2rCOMPACT • (8' X a.6' ) ■ 2 HANDICAP. (9'X 19') TOTAL sea w6$ PROM ED `/2 7 RECEIVED CITY OF TUKWILA OCT 2 5 1yy1 PERMIT CENTER REVISIONS PROJECT/ /NOTES ?hat poirttop *fib* 1liiuthisi.t pserL x of the 'aosth i**t 4 f tilt oi. Seotlen 2#" ?O' nah,Ilp dl' Worth , Mang* `4 Bait, W. it. La 'tali' city et Tukwll0st RLR,p'ceusty, WaahAngtoN °� darar-elr4 Aoe 1Gt1oWE `il. ii n n' k t .the aoukhoost eoin+tt . of Adis *ybb.Ret *motet of the .rl rnithvost: , T KWiIa q'�a8 t• ! _ %h.na« r 17.45. 7" M M2enq Ina swath Had of sr�nlp erN+t w!in to* hit .soutlpwaitsquarter $ dlakauc� •S, 4*1.05 afoot to ths ., t) V' E tr Poirkva t lyt�,tn+eo' N S 11 +J9• !3" N �Italp' raid w+riit't rgele.0i :d rtatteis 6f ®303.$0! t»t;i the*** a4ntinutnq ♦1 uq .id y1 weet porqtoy• ±long a :attervo to OA tight having a radiva a 991.37 1.. ( an *AP di.+tt !+2 * Of MOO fait' throtlegh• 6.eaPstriil An ie 1 i0d.p8 ".t thene0,P '�1j o4 is E ,aionq Raidd west -war4in A die tiAlseit d>�''7 �9�! feet to the trot poltit of b��gqina _ !Masai) $ 8a,S1 %2E�' N .6 diatenti of 69.00 toit: thanes E 01'01!'39• r Motown of 12,00 (got, tP sl u DP1i5iaN H 98411$04'W a1.dtst8nae of 3.OQ '1044; thence d of •ce +YS . N o y i.a7i 1 A,ga, Oat; t1�pa` r N � s 81 . E: ► N a diatonic* of • liti4.:itt coot 61' . kaiiread oosoi.nt !hsoe. n, tfiwhsterl : al0n0.040ftailraisd sa,s,.nt bn ,a 4eiervb to t r h!, tko cDat-st. of "which b*St= r M Si"1i313I+ A heitieg. M radius or 44. 6 i'eari en arc dirty nna 0$ IOLA IOWA taSt the uqh 0 aeiltlriA>' angtM o1V .14114.40+5 . thanet4 N 12629!$04 M ' t: d1.tanci of. 3 +I01 fast quint* $ 04174' 26" W-: d distance. of 36.10. -t..t atom*, 11.0404)01$0 $. a rl &Otln * 4414 76 ,' Not :tit the .attifr=l► 1t ark r 3d `iioM haa,r0t que r M of southwpwt ul�rtar; •a lenei it A lj5 +119", W$1 '67614 ao�lin. `. ,#,taste of Ao,00 feet to tt . w.it a+ltr n dt the ne P.rk,�ri ; �t$ItC ' A 014,00.3S". N of '106id v.*k ootitL a dlvthnes et 211.1 fst1E• to talk true point Of beolo oithg. c� 1 ril 111.111� iytri �.lIl1 11.1 1I1�1 ,1,1111 ,1"V'1i1l 1 "11' 11l1 "" 11- ,�.� 2� 3� 4� 5 uolt�i►1 Ei�l��mlmili�i�i�irnl►� 6i� Whin m�lm��mlin�l�nnl��mmi .►cie 1 & cE.L: ?o` 1'cii?..14itJ - Kn., 'f ro ►by fi*Nj 4 3K M 91 (s� i�� r, pin i• • iN cII :OCCUPANCY: T iatimi • : tivite !O .1124 41*C • - 4,100 OOP CONSTRUCTION !YES: V -;1, 1 - SPRINELER$* .i :At.. CROSS1t►la s G 'VI I. 4"A� j • LONE: TR`��' s# tin livesfi ' A... c. ¢i•'Yi Jis fN 1e4. n.044. - .I S , WILDING G Eff MMIT A -3 - USE: RESTAURANT L 6 � r>ti4'L B9XXX,e - f►IQGttd SETBACKS: ra*zxMoi CITY OF 1UKVYf LA APPROVED bEc 5 1991 ti 1 or ti 0 -. xi ikrytif4 .+ Ci yi eiWQ 1 ,11.1e4A1 GLgb , LuT"1 , a `'rr4i l.t AS NOTED CLCLHHLDING DIVISION C-2, COMMIT! R£TAIL FRONT YARD ow 20' RISE. YARD an 10' TARS . R 10 ' klolda U O • 35' • PROPOSED • 2, •r,Ai:. (9 •r ESQUIRES •• 1 SPACE/14 OOP i 8.140/104 • $1 si riaavY; 14 $1A11Dii19 D t 9 i E to 2S- COMAC'l' (t'Y ] • s 2 SARDICAT f 9 *X 1 71 TOTAL STALLS RA i h t -poet peel `.0,.21 :§ sp.a®tati:atiOt .t �rttx 01 the w>+es ff =. r p > p t V t i +wr , ` eiida .V. ;:e410004Eitt:!:441141t1 it itn tetra- �iN� $ it doe*" N •...+seas* Jaskotoi'� :`. 1 1 - ilk. rill ?an%efitad.b 0 &a..... 'l.'i' 'I' i il' 'lI'I; "`a �I l, 1, IIIT 3. Iili I £I )Iiihiii IlllIfiii I I iitiIilli I : iJii . 0I . iiiitIfii'Hi i G iiiiIiiii ri ilIllll L = iiii 9 ill iii ill �. IiIA hl it 411111 iiiihrii Jf!iIIifl �J!~H •WV 9 GV SD SS 9MiC PK FIRE HYDRANT WATER VALVE 'WATER METER GAS VALVE STORM DRAIN SANITARY SEWER SURVEY MONUMENT IN CASE "PK" NAIL SCALE: 1 " =20' �p N 11 1111 1111P' PREFABRICATED RUBBER GRADE O$3ING CB +t (TYPE I) RIM 21.16 IE 19.09 ,f\\ C>3 *a (TYPE II), W/ SOLID 1 \\ P LOCKING LiD , RIM 22.50 �E 19.00` 6LF8 "ADSw0.65% RiM 20.01 iE 16.31.($1.14 12" CMP) iE 15.91 (NE 12" CMP) EXST. CS +5 ADJUST RiM 19.00 IE 16.50 {-• 54" SD __- 2' Y, I' LT BOX 2' X 2' SIGNAL SOX / 24' 4 / I DUMPSTER ` : _ CS *4 ( E 1) TYP\\ 0 RIM 23.10 \ �� IE 20.16 50LLA .1. ELEC. 5OX C 0 b" PVC ROOF DRAIN LEADER. SLOPE s 0.50% MiN. TO C. (TYP.) .r... v -- - ....., r- Mil= wr- -w.. M•rrr••r•••-• -r - -r -w-rr- M-NM ERIN - MOM -r r■ MINI - -- - .•1■Ir••r -•w-• --.,-rr---..r CB M (TYPE 11 12 ") RIM 22.00 IE 11.10 (12 ") IE 10.31 (42 ") 5 LF 12" CONC * 050% E 11.15 - PAINTED GAS -i - ' II I `EXBT. C8 .I RIM. 19 1 ^. 1 IE 16.51 5`1 (W 4 ") lig ig 11 STRE1 LIGHT IF.. CoNc. ut I CURS 4 �n `1 SIDEWALK N I ,, p T- s() �► 1 `" STREET LIGHT GENERAL NOTES 1. ALL CONSTRUCTION SHALL. DE iN ACCORDANCE WET! -4 4THE KING CO, UNTY CODE (KCC) ROAD : STANDARDS (KCRS), AND THE ICING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL 8E THE 301E RESPON5i5ILITY OF -h-le APPLICANT AND ?I IE PROFESSIONAL CIVIL ENGINEER TD C0 RECT ANY ERROR, OMISSION, OR VARIATION FROM THE A8OVE REQUIREMENTS p F0t IN THESE PLANS. ALL CORRECTIONS SHALL 15E AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS UJITNIN THESE PLANS HAVE I!3EEN REVIELLED ACCORDING TO THE KiNG COUNTY 5ALD DIVISION ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAT HAVE BEEN OVERLOOKED OR MISSED BY THE'I5,41.D DIVISION PLAN REVIEWER, ANY VARIANCE FROM APOF�'TED STANDARDS ,is NAT ALLOWED UNLESS SPECIFICALLY APPROVED BY KiNG COUNTY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, ANP DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (EA DOMESTIC WATER CONVEYANCE SEWER CONVEYANCE, GAS, ELECTRICAL, ETC). 4. EFQRE ' y CONSTRUCTION OR DEVELOPMENT ACTIVITY A RRECONSTRUCTION . :�' EYELOPMENT INSPECTION 'UNIT NE APPLICANT, AND THE APPLICANT'S ONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE J015 SiTE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONS1,RUCTiQN N0 SE SHALL 5E LIMITED AS PER KiNG COUNTY CODE'' (SECTION 12.88); 'N � ALLY THIS iS 1 A.M. TO 10 PM. UUEEKDAYS AND 9 Art. TO 10 PP/. ON "WEEKENDS, ▪ IT SHALL RE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RiGHTS-OF -WAY. TEL E. PEE). NEW CONC. WALK (TYP) C5 011 (TYPE I1 54 ") a RIM 2180 I OI IE 18.69 (6" 4 8 ") IE 1836, (12 ") • FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT 15E CONSTRUCTED UNLESS AN APPPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OFrKCIRS CHAPTER 8 ARE SUBMITTED TO THE SAID DIVISION'S' DEVELOPMENT INSPECTION UNIT THREE DAYS PRiOR TO CONSTRUCTION. 9, DATUM SHALL`BE KCAS UNLESS Ott- JERWISE APPROVED BY 7'HE SALD' DIVISION. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL 5E WITHIN ARIGI -1T -OF -WAY OR APPROPRIATE DRAINAGE EASEMENT, `BUT; NOT UNDERNEATH THE ROADWAY SECTION. Est 3.02 OF THE `APWA STANDARD SPECIFICATIONS, CTED IN ACCORDANCE WITH SECTION ALL GROUNDWATER NS. 11 ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 12. ALL ROADWAY SUSGRADE SHALL 15E BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2 -Ob3. 13. OPEN CUTTING OF EXISTING ROADWAYS !S NOT ,ALLOWED UNLESS SPECIFICALLY APPROVED %:Y `THE BALD DIVISION AND NOTED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED' IN ACCORDANCE WITH KCRS 8.03 (5)3. 14. NE CONTRACTOR SHALL 15E RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES; PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,' I- IEALTH, AND SAFETY OF THE PUBLIC, ,z.."-1D TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED 5Y T1-4E CONTRACTOR. ANY WORK WiTHIN THE TRAVELED RIGHT -0F -WAY T4-4AT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-0123 - TRAFFIC CONTROL, SHALL APPLY. iE 18.2• 13 LF 12" CONC w 054% 4% 1601 LF 8" ADS .' 123% 1 LF 8" ,4D5 * 129% RIM 20.50 IE 18.18 N = s .1'25" W 38.00' LANPSCAPE AREA 2' X 2' LT BOX I, / . /� - , A R/R TIES ARE NOT /SHOWN TO SCALE (TYP) N 88 °51125" W 195.64' S 01°08'35" W 12.00' N 01'08'35" E 12.00' SAUJCUT PAVING • PROPER. r LINE. MATCH NEW PAVING W/ EXISTING PAVING TO SOUTH. APPLY SEAL COAT OVER JOINT, !�! m \ 18' 6 CI\'j'fP8�D- . . -r- °51'25" W 69.00' N ." `ar' SAWCU PAVING to 11 'PROPERTY LINE. 1 i 4. MATCH NEW PAYING '1 �.1 W/. EXISTING- PAVING IN TO SOUTH. APPLY \ 11 SEAL COAT OVER II ,-Z..1 \ s JOINT. II I I II PARKING_STALL$ ALL WORK SHOULN ON GRADING PLAN EXCEPT TIDE FOLLOWING SHALL BE THE RESPONSIBILITY OF TI-IE DEMOLITION CONTRACTOR: 1. FINAL CONNECTION OF UTILITIES TO 15UILDiNG. 2. FINAL CONNECTION OF DOWNSPOUT TIGI4TLINES TO STORM DRAIN SYSTEM. 3. PATHING AND REPAIRiNCs DAMAGED A.T.S. WHERE REQUIRED. 4. TRENCHING 4 8ACK1=ILLING FOR NEW UTILITIES 4 FINAL STORM CONNECTIONS. 5. INSTALLATION OF 2" AC PAVING. 6. CLEANING 4 TESTING OF STORM DRAIN SYSTEM. 1. INSTALLATION OF RUBISERIZED RAILROAD CROSSINGS SYSTEM. NOTE! 1. SLOPE SIDEWALKS TOWARD PARKING AREAS • 2 %. 2. SPOT ELEVATIONS SI -IODUN ARE FLOW LiNE ELEVATIONS. 3. MINIMUM RADIUS FOR EXTRUDED CURBS 1S I'. 4. FOR WATER, GAS 4 SEWER LAYOUT SEE MECHANICAL PLANS. RECEIVED CITY OF T UKWILA -SEP 17 199% PERMIT CENTER Field Book . Vol 3 Bk. 70 Designed J,H.S. brawn J.H.S. Checked 8.H. APprovod Scale 1" =20''' Date AUG. Pro 'ect No PWFO101 1991 Civil /Environmental Engineers • Land 720 South 333rd Suite 200 Federal Way, Washington 98003 Consulting Group Surveyors • Planners Phone: 838 --6202 (Seattle) 927- 1839 (Tacoma) fr;fjfrtfjcI �mPI�TPI1 h1Ifth ' im��l���nlm�imi,n • i I WIDE 114. ASPHALT TP..A�1S JON IT4V 1 /SPLASH ,Areen4. PLACE UP AST A �f" I P DRAINAGE NOTES i. pRooF OF S,IA ILITY INSURANCE $14AL1. teBE $Ut3MITtEP TO THE SAI.P DIVISION PRIOR TO THE PRECONST.ICTION MEETING (KCC 9.Q4.100.D). . AL PIPE AND APPURTENANCEe SHALL OE 1.4ID ON 4 PROPERLY PREPARED FOUNDATION IN . 02.3(1). THIS SHALL INCLUDE I INGs AND CO MPACTNG THE TRENCH 1.3OfTOl"i, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIREP PIPE BEDDING, TO A UNIFORM GRADE $0 THAT THE I NTIR1= PIPE I3 SUPPORTED 5Y A UNIFORMLY DENSE UNYiELDING BASE. Mia •1110116 MO. gam: um. I BATTER 8' MIN. TNt4KNES'3 OF 40- z" QUARRY SPALLS I" MINUS WASHED'' Rill co" PER.F. PI PE'I! K1 z W a FILTER FABRIC 4' -6 PAY, LIMITS EXCAVATION ONLY NOTE: I. PERK PIPE WITH WASHED ROCK AS NEROED FOR. SUBSURFA a WATER.. 2. SEE 'SEC.: 5.01 'KCRS. cs:AJLigcl- -ro 454 Iv. ROCK UAL! DETAIL NTS 8 i O5UJALE SECTION A 1" =4' 0 m 5iOSUJALE SECT'iON 15 111541 3 TEEI, PIPE 51-IALL ag GALVANiZED AND HAVE ASPHALT TREATMENT Ott DETTER INSIDE AND OUTSIDE' "(KCRS 1.03), 4. ALL DRAINAGE eiTRucTUREG, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED' WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LO(/KiNG' LIPS. ALL P AINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/ DETENTION FACILITY SHALL HAVE SOLID LOCKING LiP (KCRS "1.03). 5. ALL CATCH 15 4$IN GRATES SHALL CONFORM TO KCRS PRAWINGr„ tiM5E 'S 41, 46, 41 OR 48,-WHICH INCLUDES PROF'ERtY OF Kai u01ri� TO STREAM, DUMP NO POLL (KCRS 1.01). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY Ri44 -IT -OF -WAY SHALL DE OF SUIICiENT LENGTH TO PROVIDE A MINiMI,*1 3 :1 SLOPE FROM THE ,EPEE OF THE DRIVEWAY TO THE 130TTOM OF THE DITO# -I. CULVERTS SHALL` HAVE BEVELED END SECTIONS' TO MATCH THE SiPE SLOPE `(KCRS 1.03(J)). �. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST ISE'`OF SOUND ; QUARRY ROCK, PLACED TO A DEPTH OF, 1 FOOT AND MUST MEET THE FOLLOWING- SPECIFICATIONS: 4 "- 8 "/40 % -70% PASSING; 2 °- 411ROCK/30% -4O% PASSING; AND , ;" AROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH" KCRS DRAWING NUMBER 151. 8. LOT, IEX EPT FFOR THOSE LOTS APPROVED FOR INFILTRATION IN KING OUNT 13E PROVIDED FOR , E ON t3Y KING' COUNTY, SLUES -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITA SLY LOCATED AT THE L SST ELEVATION ON THE LOT, SO AS TO SERVICE ALL . FUTURE ROOF, DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND OTHER OTHER SURFACE OR SUi3SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEiR iNTENDEID USE. EACH OUTLET SHALL' HAVE FREE- FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 5. OUTLETS' ON EACH LOT SHALL' 5E LOCATED WITH A FIVE FOOT HIGH 2 X 4 ST KE MARKED RKE "STORM" "DRAIN." TAB 1 1,- .IV�...D ,.I..RM OR DRAIN. THE STUEs -OUT SHALL EXTEND Ai30Vf: SURFACE ' LEVEL, BE VISIBLE AND 5E SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFOI 1 TO UNDERDRAIN °SPECIFICATiONS DESCRII5ED IN KCRS "7.04 AND,` IF NON- METALLIC, THE PIPE' SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETENTION FEATURE. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS' THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL 61145 -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (Ea POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUD -OUTS SHALL ESE PRIVATELY OMED AND MAINTAINED i3Y THE LOT HOME OWNER FRAME 4 LADDER OR STEPS OFFSET. SEE NOTE S. RiM ELEVATION PER PLAN. --.� OVERFLOW ELEVATION TO E PROVIDE DETENTION 4 OIL 0 SEPARATION. cV PIPE SUPPORTS) 3" X 0.090 GAGE BOLTED OF IMBEDDED 2" IN WALL AT MAX. 3' SPACING. MIN ONE SUPPORT. OUTLET PIPE SEE NOTE 6. LE. PER FLANS A's 1'0''� MiN ,.• .•s .1% • CATCH BASiN TYPE II 46" DIAMETER SEE DWG. NO. 33 KCRS ROUND SOLID COVER MARKED "DRAIN" W/ LOCKiNGs 5OLT8. SEE DWG'S. NO. 49 4 50 KCRS. STANDARD GALVANIZED STEEL LADDER/STEPS. SE DWG. NO. 39 KCRS. CLEANOUT GATE: SHEAR GATE. SEE DWCs. NO. 53 KCRS. INLET PIPE OR PIPES I.E. PER PLANS NOTES: 1. SEE SURFACE WATER tiGMT. DIY. BULLETIN "MULTIPLE ORIFICES" EFF. SEPT. 1, 1985. 2. PiPE SIXES AND SLOPES: PER PLANS. 3. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 4. METAL PARTS: CORROSION RESISTANT. GALVANIZED PiPE PARTS TO HAVE ASPHALT TREATMENT 1. 5. FRAME 4 LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE iS VISIBLE FROM TOP. 5. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME iS CLEAR OF CURB. 6. IF METAL OUTLET PiPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PiFE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D.' LESS 1/4 ". NOTE: APPLY. BONDING AGENT TO ASPHALT BEFORE INSTALLING EXTRUDED CONC. CURSING. 2" ASPHALT CONC. CL. 13 4" ASPHALT TREATED BASE a9 � e� ea l ::;11,44 ;pe° e� � oV � a°:4h � V eeaa � d ° °e v6. e v6. Q� �e vd 444 e deV 4e.v 4414447144411‘.41414441444V 6. 6. 1.1 „e 6. 46.1.41° 417 A6. 46.7 4�1 41 0 cDall O o ° 980 0 YO 7,830 o 9:o ° . ° $ . ° 0 0 d O RS 30 o ` °o 80 c30 ° cSc P O 30°0 O0 b`O c00 O 0 0 C0 o0 O :%,0000 3 Or0o0O 4t 52:03°0 O d°0 O 0 oO o° dO0 d 0 ° 000 00 00; °400 0 OO % 0 000' :O or 0 0 pO O 0 00 0} O Q p 0�0000 :0Oc300 do°°do °° &o 6_OpOoo oo�o °p°$cP O 4 00 O GQ Q OO°$ °IC? '°cPb G0°g cl0o00p 9Q 0000 0 12" PIT RUN t4RAVEL E;A$E 95% COMPACTED DENSITY ELEVATION MiRAFI SOOX FABRIC OR EQUAL. USE TO BE DETERMINED IN FIELD IVY GEOTECHNICAL ENGINE Efi�-- 1 PLAN VIEW Fe!. 1/2 "=1 '--O" ,E ANVIEWCB+11 1/2" =1'4-O" C .. .: AVI NG ' A! L. SCALE: ?" r••:6" 0 IL/WATER SEPARATOR RECEIVED CITY OF Ti IKWiLA SEP 17 1991 PERMIT CENTER Field Book yoI. Bk. ACAD No. PWFO 1 C-1 Designed Revisio Descri • tion PEI /Barrett Consulting Group Civil /Environmental Engineers • Land Surveyor9 • Planner 720 South 333rd Suite 200 Phone: 838 -6202 (Seattle Federal Way, Washington 98003 927-1839 (Tacoma) eilsisauss ii�l�rm� `Obinifi ii111111800m No.iTf YO•athill Court /W•ol Chessesi 33 TS $th Avenge Santis 4 r) P A'L:-....14-00Colt ?■141141-1-9::. DI5H. WASH fr DaNINGLi STORAGE FREEZER REVISIONS , -'7/\ :T 'CD A 7..>">.1.7,2X STUD WALL @ 16' O.C. 2 X 6 WALL WITH 2 X 4 STUDS STAGGERED @ 16' O.C. & R-11 SOUND ATTENUATION BATTS-SEE TYP. DETAIL _ 2X STUD WALL AS INDICATED WITH A CEMENTITIOUS 'VESTIEWL ISSUE ALL EXTERIOR WALLS TO BE 2 X 6 STUDS $ 16° 0.C. WITH R-19 BATT INSULATION: ALL INTERIOR WALLS TO BE 2 X 4 STUDS @•16' 0.C... UNLESS OTHERWISE INDICATED DIMENSIONS @ GRIDS B,'C, D, & E ARE TO CENTERLINES ,OF. GRADE BEAMS BELOW. SEE STRUCTURAL FOUNDATION PLAN Btflt DING DIVISiON 1 PROVIDE (4) FIRE EXTINGUISHERS* ,(2) A-10 . ‘; (2).4444 LOCATE PER FIRE MARSHALL'S DIRECTION JOB NO cx>\ttgavirate ttrrALL fKbvps 4.1 -fr)cp,,ep Licri-ft rt4AzA-ro(Pvc,) P.K4 si".swItH -ryf is Tu to.‘1 Lsk 1....f:fil.....-..---.fjrit'.1,14:-4114I-i141flrfilll'cftft 3 . •.'":' :'"4...' 151 • ' Till :,::,.....,.... ... ..• .....,......No.lp.•.6.........4......t7,e Filiiiii.Ofkihtellliiiiihnitioitifilaitilltiiiiiln CEILING THRES HARDWARE REMARKS 1414K.PLATE,m0Pr PLATE *PRovoe WAZ f) gE‘Tgpom 1..IALL$ 4 bel-FINID SI2.0‘ V/-1‘1E-' APPLIcATIoNs -hrP, w `' ') .st-i'Qf ul '--t 6 0 q :. .la''',4' if: ':311 ..,Hoi a a. ir: ni 57.• %.''". 1 it v -i- a-. '',1', tl tr:' w, 5 \'il-').g4'-'&/-.. , loci \/E-c--t-!5-0-Ee ' , - Illinginogiiii ' ' , ' • - ; ; . , : - so iiiiiiiiiiiICIII '',' .• ' Nil ' 11111111111111111111111.111 ,' ' 11 ' ' .' t" ' ,, i, .', . :1111111111111 0.1 ...--04.' Eiz. a mitiorimoci ' • ...,,, • . -0 : ' ' .- • -. . 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K=.1-rc;}=1•Ett uN sl-Arriot.1 1101111111111111111 sill IIII 1111 • Ill Rill • II OMNI" IMMEM DEIN 111111:71111111111111 111:3111111111 • 1111111111111111 • • •■••■••••■• 4t14.10,LAM 01-le•Sipa 4ge, Ic_ 64ALL BE. PL1<-,414 4 PULL. 14A‘10,.. Lin -a• avc;;Rtz.. e.Aa6pr 1 4 a WesthIll Court /W•st Compile 33810 9th Avenue South Building 07 Federal Way, WA 96003 1111M111111- 011111')- :' III 111111M .!.. 4i, , • J , • , • IIIIM1111111111111‘ -- III 111111111E':' ': ' ' • -..•'• ' - ' __III! 0h11! :111111111111111111R11111111111111111111111111 ,-. II , . ....: A , , .,1 ' . „..., 2..; :. ,,.1 ,,, rianiaMErnamniNE ' TINIMMEMENCIMEM ' 4,LL - . .. a -, .Y, - 1 , 1. - • :. - : ' MINIMMEEM. .,, ME11111111,1111111MIII111111111111111111111111111 '. :', '' ' ''''' ' - -1 ;--- '.. - ' '''. - ' - •' Miliiinili • NMI ' 111111111M ...,_ ''. Ill IN ',i, . 1 • . 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IIIIIINMIMIIIIIIIIIMIIIIIIIIIIIIIII IIIIIII 1111111111111111111111 WEST iiittk, :EAST 5a:E EFL-61-,19LNI.FOR • WINDI3IN SCHEDULE WICHAEL ERVIN H01.71.ANI STATE OF WASHIN■;:;14 • !Al 16 ' *I - • -111111 1111111111a 1 • .- • • 1 . immiaimo am • • SIZE W X1-1 TYPE 1 MATERIAL XEP 1 I-100D FINISH REMARKS PA, wt.. PLLAL L11-E AG-rEf1P. , 1.1L-7 I -- LITE 0' , 51,0 FEFL,'C.Lci 19LNI.pog rALsp item 4,1,.) J 4-4 " y +11 , ,ALL -r 4LL OLJAL GiLAzEr., PER WA, stA-r Ey G�7E 14c0C) HOP I Z BLINIQ.s e exi, •1^1 PrAJ 1A1 • A L60 fV6v obQ NT, i-47:4-j16 "NaceATe..1) 0 BA Project/ . /Note ?A iseD-rusigsj_ 11111111111111/11S1 issuLla1?2 Sheet Contents sc.-HeDULE PcAoR DOOR 4. L#.11Ni DOW l't*T'P es 5x1 , (,;Cf.isouLe RI 111'011(1G DIVISION RECEIVED CITY OF111KWILA SEP 1 7 '1991 PERMIT ce6i-rEit Drawn By Checked By H, 1111111-1111 Tr.,111yr rilii ........1..........."4..............1„±ril.).„:).",),' 1 it, .1, ri-r gli 1 ' ifilli1111111tri 111101111 rft, 1 1 I 1 ril 6---Iffiy, 19 , t, c -111z ' wt , II' Iltlinomfilmoilt illtIrmimiitmlltil dim' fit $0011=0'!“/u1MCIplif. rxxiivu • pgaogAl WAD IL,LomINA2 VitostItill Court /Wile', qapoes WeIAv•ols.411•13.0'.‘ ' 11•11die, Poder.1 woky.riVA Archltszturailirewks'4141 L4r-A-not4 s GN5 4552 • • Lt7o4,4ricit4e IN14:1c.A7EC, r'11101'iilifi1ki0I'r.illii‘ h. li"--l'itl...111'folHi'.'ii.fillittiiTrii-irlliiiliii'l. r"""- GAR Pet Womth111 Court /Winl Campus 33618 8th Avinus '3outh Building 07 I"od•ral Way, WA 88003 „ Cou, SG? 510 RRESI t, JT QUARk�r IL ,r , e 11-t°, SERviC . A.p1 ,4S REGISTERED A , T, MICHAEL ERVIH HOVIJ M!2 STATE OF WASHING;;, ;,' 'REVISIONS 8' 547, AbrzA (65,ve. at.141 i2(TILE. 01,6.4oNIA L-$ a 32'' 0 4, EA, WA"' c, R Pal' . . CITY "0F 101tWI A' APPROVEDr tjEc PU I.DI G ;VISION SHEET CONTENTS F Al. I CITYoFTIIKW 5 i n7 1991 PiERMIT CENTER T1.l1III III1Ilr t`I,1 °„Iri1II1IIr 2 3 II . .- 11' f 4� I 51. I 1 �.• .� s , wl I El li T ; AT � i �IIlII`fl � Z 1: 5I f', ll�il 111111111 Fr li MMMIMMWWWWMMWOMEMW.WAIwom■mmw, ""`"' ROOF VENTILATION CALCULATIONS; 3,516 SQ.IN. REWQ PROVIDE (7) 2 SQ G.$ ROOF VENTS W SPHIMP 576 SQ./11. x 7 = *032 $Q;IN. VENTILATION AREA SOUTHERLY ROOF ittcA 2,400 SF mg :454600 ‘Sti:iti. X 0366 2,281 SQ.IN. REQIU PROVOA(5) ..,?4"PQn!„.G*8 „,QPF VESTS W,494gEN 576 SQ-.IN. X 5 a 2,080 SQ.IN VENTILATION AREA LA** ■=4. 1.,,c-c..447i0hi'L o= exHAL,s37 tioao; , N. ,-*S1 wiletitill Court /W•ol *amen* 330 IS •tb Ave... t•ot* Salidisia .7 Federal Way. WA 96003 ArcalteL4urniUrbmit Planning .s.rop ..-c,t4/ &Ns _oiNe wAL.L. r;70N Ttios 4 (-.4.4-,;e4 Listrtg'ic SI-47"Cr 'RECISTERED 1ARSHITICr ccop pK'Att.i )q crklt. 9:CW re. Mr; S11 ,t) Ase, L.E4CUS NALL "ri&i.-17.L.0 Laci‘.:TiONE0 REVISIONS PROJECT/ /NOTES ISSUE `”. A"(13) C., SHEET:tCONTENTS PERMIT CENTER CHECKED, k`f .1 I iiiiiiiilifirriTri-iiiri I 4 ' I, 51 .',..,,.1..._ 6 itillii°' Ittiiiltitlii irolt hi imll milmi mit '' inlim I • Vienthill tdinPul 33611) fith Av•nut South. Building #7 Psd�itW�y, WA 911003 r'. 11 ....._ .. ] . t t ..7.--- r. e k . i'''im • Vienthill tdinPul 33611) fith Av•nut South. Building #7 Psd�itW�y, WA 911003 ri tvIE.TAL p4RApET 6)12.1Nilc".E rAIN-r PT:. 2. NF PT-1 i.,c.c.E,s17 154 4r2) r' 2 — 1/p. ces, 0 f)-7- 1 PLACETOR' RIBS • i t - .., ....._ .. ] :„.,..z-Jr7....-t-:, --,z:i ..7.--- r. e ri tvIE.TAL p4RApET 6)12.1Nilc".E rAIN-r PT:. 2. NF PT-1 i.,c.c.E,s17 154 4r2) r' 2 — 1/p. ces, 0 f)-7- 1 PLACETOR' RIBS • i t ,..f •. „ i : . • 1 , ' lliiiiiii ......= -- '1 ,i itiiiii 1 - . ,. 1, ' 4, , I lt■ . 1.1, ' .'t I lliiiiiii REVISIONS PROJECTC• ,scasce .1 elYf‘ & 02.44s eJ.AT pT,(2 Nedi4 ?)41,4n c -To.t.tgom 1,4iI4Q)k •"&ii•A t'*'Nimr PT -2 .5erLicco ALcat\h• pAINI•r1P7-1 *PIA Nei ‘14 CHECKED. DAtE , ft iliftl'rri tip! III if rir.'. I .iihi lliiiiiii 1111011'1i itiiiii i'''im Waatal11°Coutt CajaPus, •th 9uiIdn #T • F.vcioral Way, ;WA -Archltecture/Urbin Plannln pky.TKIEI6 REVISIONS /NOTES' 1r, sA.G$ Araaiwr aAI , NOTE', ALL EXT, 1.4,6•LL PliAllepHE S4.4ALL. syk-r44stic., s-rucco PiOst4, VATIfi RECEIVED crry OF 111KWILA PERMITCENTER DAT triirrirtr(1111' ' V, ET rifilifilllitrininInrifiltm i rilictil [ 111111111 . 1r, sA.G$ Araaiwr aAI , NOTE', ALL EXT, 1.4,6•LL PliAllepHE S4.4ALL. syk-r44stic., s-rucco PiOst4, VATIfi RECEIVED crry OF 111KWILA PERMITCENTER DAT triirrirtr(1111' ' V, ET rifilifilllitrininInrifiltm I IT rilictil [ , ---- -,-,,- *- .1, 9 ' ' t ul 1 I froirolnimmotilmillmimilimilltmlliii 1 ' i i 1r, sA.G$ Araaiwr aAI , NOTE', ALL EXT, 1.4,6•LL PliAllepHE S4.4ALL. syk-r44stic., s-rucco PiOst4, VATIfi RECEIVED crry OF 111KWILA PERMITCENTER DAT triirrirtr(1111' ' V, ET rifilifilllitrininInrifiltm I IT rilictil 6 , ---- -,-,,- *- .1, 9 ' ' t ul 1 I froirolnimmotilmillmimilimilltmlliii [ Westhill Court /W•et Campos 3351 Ath Avenu• South Auilding .7 Fi■direl Way. WA •6003 4552 REGISTERED AHITEOT 1)44, 604; -s-rAlw Tr?, N. NALL cov4KINC3r 6746 OK klAtt.iCerr scf:fl-r TrP --Ix C',AK - STAN -ryp, REVISIONS " WIC.K VISNE.P-4 e`i,r6 C-4^1b VINYL 140.U. C.W5 TITM1111111 ISSUE of7E.1 OplilsS1 RECEIVED CITY OF TIIKWILA SP 11 1991 PERMITCENTER : .. , . . . •■•• 1,11.0 Toro I:, ; .. . 1kiii0hiikiiiir'llilfil4i.idolititirlitiiiii9 .... ,.. . . . iiiktriiiliTio iiho 0,44K r"14.ikccot .„... .=,... , !7.-.4---- ii.___ L - 1 • ...._ ..,...„::.„.....4...„:„.1 • • ;; ------:L-- il -1 1,, It q --- ii- -- ' Wo■thIll Covet /Vil••t C1111111111011 33614 Avome• Soetli Building *7 II*41•4'si We7, WA Architecture/Urban Planning —Vo.•)*TL., AA14- coveR1Nc+ o/ czoR ‘.1c5N 15(Ni cKowN1 Mot.° EA PLACE FOR RIBS. 17?05 Southcenter Pkwy. Washing ton Nk- 4552 MICHAEL ERVIN HOVT3TI STATE OF wASHINolori eTAN ?-4.;•40 eet,1-4 c.)iN11-.)e, -7trp, il wtoa ,,LiA ,i4,8 07 C 4 it'.t•JE66 K. e..145 - FL.<2 ar.r1 I_ 1 7 • 1. i• -1-7 I I 1 I # REVISIONS SHEET. CONTENTS PERMircENTER :. . :.,.: ..,.....,:.....,.,......,...,,,.:....,„,:.........,.:.,...„ iii•Oti.illhilftiiliiillliiirllitAifir .„.,....... I i :I 4 ' I ,... _... ar.r1 I_ 1 7 • 1. i• -1-7 I I 1 I # REVISIONS SHEET. CONTENTS PERMircENTER :. . :.,.: ..,.....,:.....,.,......,...,,,.:....,„,:.........,.:.,...„ iii•Oti.illhilftiiliiillliiirllitAifir .„.,....... IN h r fe1"aLlAs1Ra4,-Teile Riiehh6660OteihIr md066. Waa11111•1 Coist:C/W,01 315 10 litIV Avaaa4 Rftd$ng #7 rad•r-at Way, WA Cefit PFsnffln ASSX.4441-ES SCALE*I '"-,,:' ERVIN Hareo \...... ., ,.._ ,` .,, StitTE OF WASHINGIO:. - sod IRE V I SI 0 n RECEIVED CITY OF TIIKWILA SErl 7 1991 PERMITOENTER MICHAEL ERVIN HOVUIN1 STATE-OP WASHING1ON r L.; OVA LOUNGE. 31111:2222 :i HI lc 1 DI g i, T TT ... 6II'' 6 Ift111111111Miliffilinl '''' 8 L ''.■ itmkmmillitlil 9 ' V: InuilltdmIlri6la :24:&44. G.s fi t.ljt I f i-IATCH Wsstbill .Court 1Woat' Caps 33at8Ota.Av nwo $owIA 411411)i Way, WA Federal • iMa � "�. ervrrco Y� p. ? 'rho/ Z(4. PU i 43 :c�::'leoq o ... ETIC gi'trco. j!N I 4 c'AT NT Ttt e4R0,T + o N. COAT L TI 2.xYCv @ Iln!� o,t. rT.1NtUL.. 2k 6i. ctt- C? 141 N, • i`v SOsisft WHE.O. A-NSO■■:I. RECEIVED CITY OF TUKWIIA SEP 17,499t PERMIT CENTER h l� rriimiIdIrth it ihItt�m��l�h�n cc .sue w. ,..-- -›...C.5: G Z' ii; Q s. ....1 D.:. 3:'x14 <, gVis • C ex:T eX1012 WALKWfry I aVIGE � ,. ll ," 2' I N TD ` F?.4U0"1'. ?LAS, F2,eF -EEZ A6I- +1Tal, T Fag WAL -KwAye EXTEI21l71Z FINI' 4Et AgA©'E EXTEPt,IOIe. W0017 WALL 2 4 "9s PER 2I2AIN LINE WRAP WIT1 4 4" Pe/Sr Xtiz> \vEL. rz�F "KGI•+irET NOTE: ING'LJLATION oMITTEt7 F = S 4I...A121Ty 1;711.-E _ t .EE2 F'''LAN FOie, SIZE i�.FFJN E6TION INSUI ,,A -I•IaN PER, A<l , rHiTFGT IIfI�I' 11 .• lif 111 : TJON E.x-r ND 15OTTc7M e5frr. IZea 6u INTO 6tRfa.DE 1•EA:M i2EF Fe)LJN7ATI 7N F'L_AN Fore Al2P.PE C3E/M 1�E,INF T1ON FOLJNGKTION L.AN Fi 7R 12,f. i NF RAF* F �UNp,�.TIt F'l...A.N Fes, 6tR, 13•EAMI �tGTION �aGAL. 9/41 �iI_Qll &TIzU TUi AL L.A13 12eF 1= �LJNI7ATION PLAN PO12. -+K , 4 1.11-4F: t RAZE I €AM F FO1JNI'ANTI0N f L..fr N F012 ''ICE !2.E11-1P I .t��ERENGE r=dLJNPANT"ION PL N FDR PILE C21AME -12 12,EINE �T1z- UGTLII2AL_ e-,L..Al3 aMITTEI. F©g 61....AI2.ITy t F 67N GTION II- O II REF "T• R Ik �.�I--FE "T ANDUNI)A.TION i=L \H ' FOR PI Le &,,��►��T. J4 �/f.ITIrAI� 12-"06. III IU�.blll' i .E E.KENGE FOUNDATION FLAN FOte. 6112A7E SEAM 12. INF 4 2/2 4L3 445 ri c ! 2 "v.G • " E TION F */�,u =1' -011 `? Q ial'ac, 0 e 0 . • • ...a0tv * z f�."1'rde4te fir llll =ifl F ril-I N12# TI ON PLAN Fr912 12Eit�LF 3 O' • • • ;'+ sad,, 1 VIII Ill III - 1 1 111 11111 ot.l Tom At-1640g. ` i 2 LT PAl. 6i> IT; .f r1 paat -l4l ir6g1„) n,e �EGTI OH GAI.L.E : 3/411= 1 l - tl 1 L.J G. L LIMN ' ILL. AN N *A- NON Gi1.4gINk GiKOUT F t_AtsJ 5 /8 "Oxlo' A- 307 L -"T Hill rseF. FoIJNP/ -Tie%N PLAN FO,Z dim SAM 4L-fr k3 'ALE 11 csa; Design is in accordance with the 198 Uniform Building Code, (UBC). LIVE LOADS, Roof _ 2S P5F Floor, -- --� 1 50 PSF LATERAL: • Wind - Exposure B, 80 MPH - - -- fro P3F Seismic Per Zone 3: V =(Z1C /Rw) X W FOUNDATIONS: Design Is in accordance with the geotechnical report prepared by Geo Engineers dated August 2, 1991. Augercast piles per foundation plan. CONCRETE: All hases t of work °eralh p `' a lning to the concrete construction shall conform to the Building Code requirements for reinforced concrete, (ACI 318 -88). The mini `°.: mum compressive strent�i�of concrete at 28 days shall be 3000 PSi, unless noted otherwise. All reinforcing steel dowels, ncho rboits, and other inserts shall be secured in p p to p u ng concrete. • REiNFOR ING STEEL: All re. ,j "cilig steel shall be places :1; ce'1rormance with the Building Code requirements • irements for reinforced concrete, (ACI 318-88), and st �e o g manual fe candaro Practice for Reinforced Concrete 8 Edition), by CRSI. Deformed reinforcing steel bars shall conform to ASTM A -615,' Grade 60. All reinforcing bar bar bends shall be made cold," r.91 a minimum` radius of 6 bar diameters. Lap continlous reinforcing bars - 30 bar diameters (1'7" minimum). corner bars, (2'0" bend), shall be provided for all horizontal reinforcement -- reinforcement shall be detailed in accordance with the ACI Manual of Standard Practice of Detailing Reinforced Concrete Structures. Unless otherwise shown, reinforcing steel shall have the following minimum cover: Concrete cast against earth 3 inches Structural Slab 1 =1 /2 inches from bot. Formed surfaces: Earth Face 1 -1 /2 Inches Interior Face 3/4 inch STRUCTURAL STEEL: Structural steel shali be fabricated and'erected In accordance with the A•1,S.C.: Specification, for the Design and Erection or Structural Steel Buildings, (8th Edition and supplements;: Structural steel. 'shapes 'shall conform to ASTM Designation A -36 unless noted otherwise. Square and rectangular structural "steel tubing shall conform to ASTM Designation A500, Grade B. Steel pipe shall conform to the ASTM Designation A53, Type E or 5, Grade B (fy = 46,000P51).. All bolts used to connect structural stee' oconcrete snail Conform to ASTMiA-307• Welding shall be in shall be by certified d l Code 1•, X111 accordance with .he Structural Welding Code AWS 01.1 -8 welding y ie welders, (W.A.B.O. or equal), using E60 or E70 electrodes. Miscellaneous steel - plates, angles, etc.' Shall conform to ASTM A- 36,`(fy;= 36,000 P51). Welds not spectfled shall abe : /.6 incr continuous fillet' welds. TIMBER: Ail grades shall 'conform to WWPA grading rules for Western Lumber, latest edition. Provide cut washers under all nuts and bolts bearing gainst whoa. , All wood in contact with concrete shall be pressuret eated with CCA preservatives or equal. All structural lumber snail be as noted below: 2X °and Floor Joist 4X Beas 6X Beams Columns 2X Wall, Studs Wall Plates Lumber Not Noted ---- D.F. 2 (Fb =1450 P51- Repet.) D.F. 01 (Fb-1500 PS1 ) D.F. s 1 - (Fb =13SO PSI) D.F. # 1 (Fc -1000 PSI) ar. 42 0,f2 ._ . D.F.'�2 D.F. r2(Fb =1250 PSI ) GLUDED-LAMINATED TIMBER: Douglas fir-larch, 24F--V4 - (Fb = 2400 PSI; Fv = 165 P51). Provide an A.I.T.C. Certificate of Conformance to the engineer' approval prior to fabrication. Cantilever beams shall be combination 24F 7 V8.` Minimum beam camber to 3600' radius. Glu -lams shall conform to A.I.T.C. Standard 117. 3 Il CITY OF TUKWILA APPROVED bEC for d iTI>LA C.IT`� it oEt: PERMIT CEN a FAtiffr hl l; , i4°-�II' - 1II 1 11 Pea F: F- 471.,JN IKTIDN PLpoN FL NP RECEIVED CITY OF TUKWILA PERMIT CENTER I :II • --- I , ll ... lUI Ili • dl ._ I.1! ::. 1 It .--III lIl l 1111 pr)vvaL. il■ (g. TerT.1—)1-49 U i• GH l�12 R Ap , 'EYONU �TiQN 11 11 f11 ri111i "i 1i1J 111iii1' ' ' 41 I i1 1 mlmimilfiimVm��lm N>.18 ' e 11 1 irr1 1 DEO021991 AAN & DESALVO, iN 1140 -140th Ave. N.B.,Ru$ts D_. ' Bellevue, W. 06008 (200147 -1600 REVISIONS ISSUE DESIGNED DRAWN CHECKED DATE`. PROJECT NO. 10, 1 L.Loo 01-ri-oK u 'T= �Ti�UGTU��L. G!/I`JG12E ' 'L P.F= ?VER 6611 AriUI._,A,12. FILL. cv ry } /IL VAPO'!R E.ytkoz.Rierz. t2, INF ' L-A1� WITH @ 12.."0,G. IN II C71ReGTi ©N OF ' 1∎t , e <}- 12 % G. T A\N VEIZSa "1 ' ‘21°7/4',N ‘206) 747.01800 -14.0 (. alloTE� - 1 n .°�lJG1EI�GA�T P LE W ITk} --* a V E V T I A L W I T t-+ *PI t / I.- c 6,110.6% GO•NEGT 130T TOM FL fr'TE OF ''HEAS WALL. 91-F4WN t7, -FE17 T FOU1JDPNTIaN WITH 1/11# x gII fNHOIe. LTA^ o� Stu V-11?.. I F so F.per2 FL:z7R L. WI 1-4 ICITGWtf:�N ECRLIIl'MENT GONTRfr TOR NOTe,: UNLE NOTE2 OTHERWISE GONNEGT E:,,7TTOM ` PLAT� OF wfLt_.:TO2ONG;. OUNJ17ATlON`'W /I /IIs x 1p" A\ • SO7 N G HOP. L.'T�✓ c 41-4711 D �, - T?'Pi.r.A L.. DATE RECEIVED CITY OF TTUKWILA DEC 4 199 PERMIT CENTER v • a� 3 Mi idll *Company. CateaItln I3ndliteers 1140 -140th Ave. N.N.,Bulte 0 Bellevue, WA. 08006 (200) 747,1600 i,x 1 1/ gip.tv((i l %n WALL-- r e -+12 WALL Ft:7K P,ANeL. T AN2 N ILIN,.I MIN FLANN ' AI j/4 " =11 -•OII. f21DG, LINE fp F311 t. DING `D ION NOTE; ; G›NTISACTOK AL..L. PROVI L.ANTEI2,AL.. A IN ; f"-OR 120:›F • TI L:J IN /4..Gf a - .IAN /e WrrH MA.NL.0 %-rwRe 2.ej R GDMME'42A 11ON�✓ 1rlilrl,I, il,1i "I11 i1' �4 •-IgAii1 Ui 1-1A-11 . A RA gArgai ;Attlra.,604,11.1eta.i.,;1:14vzifi: , wiA Ler1,� =, t.10,rALL Ovr27 T'12 ► ;�. 4x1 14=1K. r ccE IvED c;tV OF TUKWILA AEC F'ERMJT CENTER CONTENTS ' 9f° Rf\MI N 19_/\N REVISIONS CHECKED DATE PROJECT NO. SHEET ,No.18 hid ifililrti1h lidVt�i�I�liml�mliiT1li lit �3Y 1�. ti 04lla c CTyPI GAL) I E:F GT. FFOK PARAN PET G- �2.?c._ �LU'".INdI !- FeRTQGiEG'T. FOR PARAPET NOTES NOT GAL.L.E1? OUT "T'H15 4ECTION ( TO �iT 1N `f LJ Pt PARfNPET ,Aa NOT 1--t QWN TI-11 � 4eGT1ON 2X4 G 24 "o.G. WITH 2 -1CPcpi NAIL_ G E.A0 -4 ENp 17LYVVO2C7 WALL. 4HEATHIN I TOP 44-1 2R7 F TR Lu4 tli L c&NTINUOUd 2X WITH i 1 NAIL' 121' O.G, TO TitL TOP € 4OR p Pi..Ywce ' ROOF l oc4 G 4 "PG. PL.Ywcop TO 2x _ ELOGKINGI r m_Ywoov 1F . '3+4 ATH I NGy 2x-- -13. L-KA. W% 2 -160.ol TOENIL.471 EAGI ' IDs 4IMPPON1 -1 e7eI47MIG GL.IP (T >'PIGAL) MILO e01 CAAnvap y Conaultln s liners 11401140th Ave. ". ,.8uits D Aeltenue, WA. 1116006 (2031 747-.1600 /24P0F -11e.L 14 1eEF 19-AN 1/ 47117E PLATE 1- EA . I t7E WITH 2.-"0 A- 307 P,,�OL"Ty AL-0 -1..AM 2x 3KL IC. W/ .AM 2 -16001 TOENAIL? EACH 4JI17E Ap/ I <AIEV WALL. ' 4E m-4IN� PLYWOO 1-.4/6\-r1-41N (j RAF TKI� 2)< - GTI FPENE , C 32 "UG. rwLywoop WALL HEATHIN!i BOTTOM PL ATTe P /8" x cv" X I III �E.I MIG GL-1P TRUE I?ENOTE WALL i.EYONV 4x _. I- ertiN 7EFe. e KOOP PLAN FOR G7IZE. IMPN 1=t 2.5 *Ir-7MIG Gil POR F ?UAL CrrYP) 2x _ �L.OGKINGI W/[ 2 -1(� TOeNAIL� EACHa117E t..�• =dip.. ECTl N C GALE : %.11 t' •OI F'LYWOOt7 KF 1= teATI-1. i N6 11:►i . fAredril •.•ice VrAntei .,.•■Nis .iii. P12.OVIt�E MINIMUM O 2%2" OF Eat =ARIN� FOK TOP GI4:21Z.1.7 OF ROOF TKO LJ 4.. &ECTk2N E 4ALE: 3/�u �1I_c2H L-L-1 - LAM EAM PEr< PLAN REF ROOF' FISAMINA PLAN GOLIJ M N SETI oN 121 �iGALE: =11-0II 1200E TRUE', F OOF HEATHINr OMITTED FOR, CLARITY ML1.J -LAM F3EAM T� C.r2LL MN 4-X_• crloN k2- 47GAL.E: 3/41.." = 1 p P.\-U27 2 IZOW� 10Gi NP•IL'i e4 "O.G. OPP ET . ". PLYWG2 PTO A. L. THRU - t2..-rs 1/411e-Ape PLATtr.� EACH 4712S OF SEAM t3OTT2M PLATE 5/S" x 7 "x 1' -4" ROWG7c I�IAIL_� e c9 "O.G. ETIN I1 : 3�1I - 1 -47 II GI.._)'W24017 )ROOP HEATHINI Zx -te- OF UOI ''T lems RUN UN ©ER' I7E. OF ►PLYWOOD '7I M P,&N 112.10 HANa9ER WI G4-'10'6 AL-Li -LAM P..EAM PER. PLAN - TOEHfr I L- TO TOP IL.PNTE WITH 162e3i NAIL5 c 4 "OG. EACH e-7I DE £; e.A K. WA 1_ 1_ PER PLAN 4- �iGHE 2L.LL -� ✓EGTIDN [7. SALE: c7' PL'W0017 ROOF Gil- +EA%TH It jZ.1..1N Gi . W. tap. To FiLYWOO7 Iz F aF+EATH I N ,.1 .- NAIL- TO TOP GHe2te.p, VERTk:;AL a AND PIA'NAL WITH G...0i NA ILA G 4"O.G. '}-I :/ WPN L L_. Pa12 F�LA'N r✓EGTI ON : /41. "_ 1 4 Q11 Torwow's 4A PIACE FOR RIBS• 17305 Southcenter Pkwy; Tukwila, Washir4gton 81 14AI Ly G 4 "0. G. e ®OUeL a. 112- 1J PK MANU FAGTUR .ER. iG eii TO NAIL .G doz. MAGI -� G..�I1 . ('1"TOM 1 -tp12D -rl L J' 4 TO TOP PLATE. 8 A CITY OF tU VILA APPROVE' bEC 01 PII DIN • r 1ISION DATE'• HEAR. WALL 1.- -fEl7V LL_... t�i°�NEL THIGkNErh 4 12f\TIN61 1 /32" APA RAN-re D 4HEATH I I ON EXTeR.IOR 56‘41.E. �iVv2 5/E> a4YI LIM WALL leeAR•7 CA W.13.) F- -r4\Ghl y1Ci ( KE-9) ow../1 is 'LA,A:I�41- •�,'''I4/1 AN MOTE : 1. AL.L. r/ h1EL EC7 le)L..OKE2 1 I"i`h-f 2 I-LOMi N,f L„,.. OZ. W12E12 FIe.AMIN6j . 2. PAGE 1JAI L ' . 1211 oz. ON I N -" ' I M Er.:1A-1'E 51JF" lC2'`l . O� �I -+��I� W�1..:,.1,. TO G� GONt,►1 EG""1" �'.�".'T"OM N0 EC2 O rfrf W1 _ I 1° x 10 l' A - J7 ANG1- 01� '` 10:1- #N4711,aGc /2 ien=1 DESIGNED DRAWN.' CHECKED ‘-, a.p-r Iq- t 1 • PROJECT NO. SHEET � l ht OL�.� , Iffrrel - 1.1.1 I t �11, 4 r 1I11iI1. t.IaIyI1 irtr1 ,51 .61 No.i�:S I RECEIVED CITY OF TUKWILA DEC bzgi PERMIT Ct NT'Ei R L • PLANT MATERIALS LIST SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE TREES AGF CDA CPR PA PS PR TE TP TH SHRUBS AEx AHC CSCE CSG MA MB ND PF PFF RAK RARW RU 28 RJM 4 TPEG _.. .//6 GROUNDCOVERS 6 2 3 3 32 9 20 B /0 9 - 8-- /5 /0 5 /3 18 /6 2/ /4 ACER GINNALA FLAME CEDRUS DEODARA AUREA CORNUS FLORIDA RUBRA PRUNUS AKEBONC PINUS SYLVESTRIS PYRUS REDSPIRE TILIA EUCHLORA THUJA PLICATA THUJA HETEROPHYLLA FLAME AMUR MAPLE 11/2 "Caliper GOLDEN DEODAR CEDAR 7'Speciman PINK FLO. DOGWOOD 11/•2 "Cal. ,DAYBREAK CI#FRRY 11/2 "Cal. SCOTCH PINE 8'Speciman REDSPIRE FLO. PEAR 11/2 "Cal. CRIMEAN LINDEN 2 "Cal.Spc'n WESTERN RED CEDAR(8- 6',10 --7', 9 -8') HEML'CK 7.' AZALEA EXBURY EXBURY AZALEA Orange AZALEA HINO SAME CORNUS STOLONTFERANCREAM EDGE REDTWTG DOGWOOD VAR. CUPRESSUS SEMP' GLAUCA BLUE ITALIAN CYPRESS OREGON GRAPE LEATHER LEAF MAHONIA HEAVENLY BAMBOO FRASER' S PFiOTINTA SAME RHODODENDRON ANAH KRUSCKE SAME " ANNA ROSE WHITNEY SAME • UC\IQUE SAME " JEAN MARIE D'r' MONTAGUE SAME THUJA FYRAMIDALIS EMERALD GREEN- COLUMNAR MAHONIA AQUIFOLIUM BEALEI ■4ANDINA DOMESTICA PHOi',INIA FRASERI PIERIS FOREST FLAME 18" 15" 24" 5' 21" 36 "Spec. 24" 24" 24" 24" 2�- ARBORVITAE 5' A HHH /525 HEDERA 'HELIX HAI-INI HENAGhLS I 21/1 "Pots. 9II 12II oII Transplant Cotoheaster Graundcover (on site) to area noted on plan. COTES 1. A11 plants shall co nursery g plant for nurser stock. 2. The LA reserves the right make substitutions based on of 'plant material. No substitutions will be made without 'LA approval. 3. Fill for mounded bed areas shall be approved by LA. 4. All plants shall be guaranteed for one year 5- All plantings shall. conform to the minimum requirements of the City of Tukwila. 6. Sod shall be the bent available, laid in conformance with indUstry practices. Material to be a B1ueg s Mix a roved by LA prior to delivery. Planting beds shall receive 2" ofp y q approved �• pruned Nutramulch or equal as a topdressing. . Shrubs and be fertilized the directed by LA. All plants and the time of planting and repeated in 60 days. Fertilizer to contain a slow release component as approved by LA.5' availability f,bse Pet rw'axible Sfron /G 6b. Go4! H444, Twat 73777ohten Htxxi )b zlzkeeif3es/t» LUrt Brown • 66rm ,h Unirivo e A -14 aletr 3' Oast, 6b'rked Orr* Ci►Hbtsfic iiunA' awe .n LOb P AMO (LA 724 . ur& S.41240 TrvakR el Untior WatarrAbfrio8aoW/-77,oraphsk eibterSettleaPyrrenoArl Air LA, Ofi AY Tr•• Planting D•tali IOlorfcrowo pr,oanry Anr `:0cr04U"tsw�f%r'dgrf✓r1►'�1? • r• y Existing Rail Spur Existing 20' R.R. Easement, 1 r-4 PF ROCK WALL/6-1=.4-`i''\ TH 54.7 6TP, -4R ✓M /FA MOUND 24; PLANT 100HH Ethan Alien, Furniture 15 TPEG 8 PR Q09 H HH LANDSCAPE /Lens:,. EitmailiW/-Tharoupte, ,4bnw SeMe /ana,o.sa/4 Art A. /v nrcrssary 7b Areprt• •9,20/44)01 CQ7e000110° .sr/ Acrd 721.:IliPRx't /bo4ho // *has Roclal/ /inp Shrub Planting Detail 5' LANDSCAPE BUFFER 3RAK -- / PA d 356HH /CFR r~42HHH 3 R4K -'-r I I /o5) 34EX 2R4K'` BUFFER 1 CDA nveway 201 Typ. Light Std. 30 TPEG�� I4OH H H 4 PR 5 PFF ICDA 6 AHC LIGHT STD. 3A1 .9 TP Grass (sod lined swo/&) 4 "x6" TREATED TIMBER EDGING IN ALL PLANTING AREAS ABUTTING RR R OF W 300 HH MOUND 12' PLANT 30 HHI4 �Jo dfl/r6 /4 Iq - __ O9 De/en /,ipt Areo -2 O' Front YaLd Setba J 4,0 ID I k."1 1 ,' AC w II� ,C' ,1 i r11�4� r r T' • u• r 0 0`9.'� -4� sa NEx■ Curbwt To Remain 49'± 9TE 28 RU MOUND BED 24" 440HHH 104' -0° (Overall BIdig) Remove C urbcut 4 (/" Southcenter Parkway SITE PLAN .1 !, APE PLAN 11 =20' u= Q_5_10 _ __20_____ _:..40. 80 CITY OF TUKWILA APPROVED OE ,,19,1 PI[_DING DIVISION RECEIVED CITY OF TUKWILA OCT 1 7 1931 PERMIT CENTER I�_111.1'r1i i•I f1 .���I'113'1111111 I kInThrrifi 1E1fIIii1 tirk ill 1'x°1 � °'1 5 I No 10 e""‘""•;'"'" t Hovland Architects -A1A 206 - 874 -9272 Park Center I /West Campus 33400 8th Avenue South Suite 126 Federal Way, WA 98003 Architecture /Urban Planning Project ToiIpMits • A PLACE FOR RIBS• 17305 Tukwila, g:l 1 .'�. Southcenter Pkwy. Washington b' , oa 1r • 11@C1A71�iY / /Notes If No. Date .9 TP Grass (sod lined swo/&) 4 "x6" TREATED TIMBER EDGING IN ALL PLANTING AREAS ABUTTING RR R OF W 300 HH MOUND 12' PLANT 30 HHI4 �Jo dfl/r6 /4 Iq - __ O9 De/en /,ipt Areo -2 O' Front YaLd Setba J 4,0 ID I k."1 1 ,' AC w II� ,C' ,1 i r11�4� r r T' • u• r 0 0`9.'� -4� sa NEx■ Curbwt To Remain 49'± 9TE 28 RU MOUND BED 24" 440HHH 104' -0° (Overall BIdig) Remove C urbcut 4 (/" Southcenter Parkway SITE PLAN .1 !, APE PLAN 11 =20' u= Q_5_10 _ __20_____ _:..40. 80 CITY OF TUKWILA APPROVED OE ,,19,1 PI[_DING DIVISION RECEIVED CITY OF TUKWILA OCT 1 7 1931 PERMIT CENTER I�_111.1'r1i i•I f1 .���I'113'1111111 I kInThrrifi 1E1fIIii1 tirk ill 1'x°1 � °'1 5 I No 10 e""‘""•;'"'" t Hovland Architects -A1A 206 - 874 -9272 Park Center I /West Campus 33400 8th Avenue South Suite 126 Federal Way, WA 98003 Architecture /Urban Planning Project ToiIpMits • A PLACE FOR RIBS• 17305 Tukwila, g:l 1 .'�. Southcenter Pkwy. Washington b' , oa 1r • 11@C1A71�iY / /Notes Revisions No. Date Item .2 3 4 - 5 6, 7 8': 9 10 ISSUE A '© C Sheet Contents Job No. :',. %' ∎r, Sheet L- 1 of Drawn By ROPER Checked By Date J A N.91 4 I, • 1 3 • 1. ••• 3C,Se HOVLAND./THOMS / CFR 3 PR ARW Mane /8" 100 Ea's, Cedars .;... dr. . littilit. •• •row, firigi ki ad, ' 1011111V,- .41114; _Mr ... AllriIia 41416' • ItOtri 77.ti - lifil■ IIMPliww Fi. to .... . La, 10 *at Mr \ i' ,-1 11 ar "IlltIll-M-Pit■.%11611. irair7cre,..4.:1 tinioptil‘r a k i .9 TP Greiss.(scxf fineti swa/e) 4"x6" TREATED TIMBER PLANTING AREAS ABUTT1 lz Li °say Its --A." 4%. gra sh orrA 111; VI' •• ir.z/jur.ss, t - .—• - - NNE • --- .390 Hi-/ j44 SOD' Otent, Aria . 4 • „ 1111 Ili11 8--,111 1, '3M 1l1111111111111IIII 1 POP-UP SPRAY HEAD SSE eO PVC NIPPLES e" WMMlA1 NOT TO EXCEED 43. ANGLE PVC LATERAL UNE NOTE: TOP t HEAD El iSH LIIH roosts GRADE (3) Vr WALES STREET ELLS TURF HEAD ASSEMBLY SCALE: NOME FINISH GRADE nRAI SOB RELY AROUND TIEKO e0' ELL BARBED MSERI FITTING POP-UP SPRAY MEAD i0' STREET al. LINEAR LOW DENSITY POLYETHYLENE PIPE 14!: LONG MMMUW 24" LONG YAXIMLM PvC LATERAL LAY ALT ERNATE TURF OR SHRUB. HEAD SCALE: NONE VALVE COUPLER KEY (-11----HOSE 818 EU. (3) GI .v LLSD 3I4" 90* TXT SCH 40 PVC MAIN VALE COVER WITH LOO TOP FINISH GRACE (2) )/4' CALYAM D STEEL ES P NIPPLES. LENGTH AS fMSN G1ADE 11 II Irrigation Meter & Double Check Valve SHRUByHEAD SCAIL NGNENONE TOP VIEW QUICK COUPLING VALVE SCALE: NONE TO BE USED rOR PRESSURIANG SYSTEM AUTCy A TIC JMKA(ION SPROe(LL1 CONTROLLER (ONE rFORS' 0 CO 1 COOTRCU 11) ~'ma r NOD c /Y REiLA& POE WKYWN *ISTMUD eT GENERAL CONTRACTOR SPRINKLER CONTROLLER SCALL: ,•ONE HEAD SCHEDULE SYMBOL CAT. NO. Lawn Heads . ®1804- 10H -LA Shrub 'Heads 071812- 10E LA -4-" 10H -LA 4 _ " 10T -LA 10Q -LA *1404 AUTOMATIC DRAIN SCALE: NONE DESCRIPTION RAINBIRD HALF CIRCLE RAINBIRD FULL`CIRCLB HALF CIRCLE THIRD;; CIRCLE QUARTER CIRCLE BUBBLER -FULL CIRCLE 1, 11 11 VALVE SCHEDULE VALVE NO. VALVE MO EL 2 3 4 5 6 Ra inbi rd. 125'EFB -CP -SRS'; 11 J 100 150 150 ■ •1 M ■ ■, /1 H� 11 U moQ 11 11 N. M. EQUIPMENT :SCHEDULE MAIN IRRIGATION SHtJT OFF Dr Mueller No. H- 15134 -11/2 "Mark II Oriseal Shut Off with drain GPM, 22.00' 21.29 12.64 23.23 25.00 26. ELEVATION DOUBLE CHECK L ALV G_.�� HOTS PPE UNDER PARKING LOTS AND SIDEWAU(S SHALL BE REEVED TRENCH SECTION SCALE: Kat °1.88ER CAP MARKER FINISH GRADE LATERA_ PVC UNE 2" SAND OR R000 FREE SOL AROUND ALL PIPE YARN PVC LIFE TAPE AIRES TO SLOE Cf WAIN UNE AT q-0' O.C. FINISH GRADE 3" SCHEDULE e0 NIPPLE MAIN UNE 3/4•• SCHEDULE e0 EL8OW AND NIPPLES Q ASS 160 PVC =LYE 3/4" BRASS GALL VALVE WITH 'T' HANDLE - LOCATE AT LOW POINTS IN UNE 10 NIL BLACX PLASTIC WARE% STREE' ELL 1 CU. FT. PEA GRAVEL SUMP MANUAL DRAIN VALVE SCALE: ,,,E SPACING ARC. NOZ. GPM (Plastic) 10' 180° MPR .79 10' 10' 10' 10' 3' 360` MPR 180° MPR 120° MPR 90° MPR 360° 1.57 .79 .52 .39 1.00 BACK FLOW PREVLNTER Rainbird DCA 150 w /11/2" PRV (if necessary) DOUBLE CHECK 'VALVE CONTROLLER ' Rainbird ISC 8 Wall mointed inside the building as directed by Architect. ALT. Outside- pedestal Mount with heavy duty metal cabinet STATION - VALVE NO. SRE VALVE SCHEDULE FOR SIZE AND GPM DRAIN VALVES Manual Drain Valves -6n mainline -1. Brass ball valve with "T" handle 6n main lines 0 d in valve boxes on lateral lines 2. Mueller H-11007 or McDonal 10595 Automatic brain Valves- plastic "King Drain ". Use only on lateral lines. Varify acceptability with owner prior to ordering. : SLEEVRS 4" & 6" gee sbecs. /! D Meter .1�..r.1�. IRRIGATION LINE: ANb SI7.R Main Line Shall be Schedule 40 Lateral Lines shall be Class 200 Electrical Wire 14dP -1 QUICK COUPLER 5PLC Raitlbird 1" Ouick Cou lock key, hose swivel, 33k ler with locking tops. Provide 2049 valve key ron *1, us,w.ro „n.G• lO euw. rva .LAN? row,M V•rItY sour CU JXTr wr+I++wGro ♦earn La NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE GENERAL SPECIFICATIONS, AND ALL CITY OF TUKWILA STANDARDS, 2. THIS SYSTEM WAS DESIGNED 001155 PSI STATIC WATER PRESSURE AND 50 GPM WHICH THE CONTRACTOR SHALL VERIFY AC`THE SITE IRRIGATION METER. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR WILL NOTIFY 1HEONTIER Q1 L,A. BEFORE PROCEEDING S0 HEAT ADJUSTMENTS CAN BE MADE. IT SHALL DE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTCIFY THE L.A. AT ANY TIME THAT DISCREPANCIES EXIST BETWEEN PLANS Alp FIELD CONDITIONS. NOTIFICATIONS WILL BE MADE IMMEDIATELY UPON DISCOVERY OF SUCH DISCREPANCIES - 3. ALL MAIN LINES WILL BE SCHEDULE 40, BURIED A MINIMUM OF, 18 "DEEP. ,LATERAL LINES TO BE CLASS 200 BURIES 18" DEEP FOR ROTARY POPUP HEADS AND 12" MIN. FOR THE REMAINING HEADS. ALL PIPE,DACKFILL SHALL BE SAND OR ROCKFREE SOIL_ WITHIN 2" OF PIPE. 4. CONCRETE THRUST BLOCKS SHALL BE NF MAINLINE ANGLE JOINTS AS NEEDED. 5. PIPING UNDER ASPHALT SHALL BE INSTALLED IN SLEEVES TO A DEPTH OF 18 ". SI.EEVING SHALL; BE 4" a+Td,6" DIA. CLASS 900. CARE SHAT.[, BE TAKEN TO PROTECT THIS,SLEEVING FROM CRUSHING. SCHEDULE 40' PVC WILL BE INSTALLED IN AREAS OF HEAVY CONSTRUCTION TRAFFIC. 6. SPRINKLER LINES AT THE PERIMETER OF BUILDING SHALL BE LOCATED 6" FROM THE FOUNDATION WALT. OR CONRETE MOW STRIP. NOTE: SET HEADS APPROX. 1/8" BELOW TOP OF CONCRETE. **HEADS WILL BE SET A SUFFICIENT DISTANCE FROM THE EDGE OF WALKS TO ALLOW MECHANICAL EDGING. (APPROX. 1 ")r* 7. AUTOMATIC CONTROLLER AND WIRING SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. CONTROL WIRE TO BE OF -UL LISTED COPPER CONDUCTOR, DIRECT BURIAL SI:SE 14. TAPE THE CONTROL WIRE TO THE SIDE OF THE MAIN LINE EVERY 15'. WHEREVER CONTROL WIRE LEAVES THE MAIN LINE IT SHALL BE ENCLOSED TN A PVC CONDUIT. WATERPROOF WIRE CONNECTORS SHALL BE INSTALLED AT ALL SPLICES. 8. CON['RACTOR,SHALL GUARANTEE psmin. cE DRAINAGE OF THE SYSTEM. DRAIN VALVES SHALL BE LOCATED AT LOW POINTS AND MARKED WITH RUBBER COVERED VALVE MARKERS. 9. DI VT SHALL ANLD E PLACED NSUREE REQUIRED T MINIMUM DEPTHS. VALVE AN BOXES SHALL KEPT BO FREE FROM DIRT AND OTF DEBRIS. INSURE THERE IS THE SPECIFIED CLEARANCE BETWEIN THE BOTTOM OF TI{F. IFIED GRAVEL SUMPS, 10. PROVIDE THE OWNER WIITH AN ACCURATE CLEAN "AS BUILT" PLAN CLEARLY SHOWING THE DIMENSIONING AND VARIATIONS IN PIPING ARRANGF71F2 T FROM THAT SHOWN ON THE PLAN. MARK IN RED ALL LOCATIONS OF DRAIN . 11- CON R1C't'ORASIIAI L PROVIDE 2 MANUAL, VALVE TURN OW KEYS AND 1 STOP AND WASTE VALVE KEY. 12. PILE LAYOUTS ANDL VALVE �� LOCATIONS ARE AT TIME DIAGRATIC. SHOULD THE CONTRACTOR WISH TO DEVIATE FROM THE DRAWINGS HE S Mi SHALL FIRST OBTAIN THE PERMISSION THE THE OWNER OR L.A. ., '"�,�� LkG ''' `L . • 1 . . " .: ,'-e ' p y _ '° ,)/2 ' °1; W I N4 ":7. ?4.04. �4 (Celt!!( f.rrT1III1 [j 11, ou center Parkway r11 11 F11'1111111 . _1111.11. I I1 I.' 1 1 111' I' 1111101 No.18 ®"^r':"' : i�lf�ii� iInmiolmi' ,___. Jmmildfirfillimimhtlhlniimlitookiiinnmmlmitifilit WO MIME! J Pro ect/ /Notes Rev sions Date /00Q rw,s ' /rrj CITY Or 7UItNVII:A APPROVED DEC 1F1 P, III 'IN 1 DIVISION ISSUE Sheet Contents iiRRNIATION PLAN RECEIVED MTV OF TUKWILA OCT 17 1991 PERMIT CENTER Job No. CI O Vo Drawn By ROPER Checked By Data Jan. 91 3z QEMOVEASLE coNCReTE. COVER • • r L ..._„ 24" DIAMETER GAS-1I41-IT RING 4 COvaR CZ) H2O DESIGN LOAD PIPE INC. RISE GN Er A R q'D� (2) CLEANoUT { J ("STRAIGHT TEE WITH OPEN `'Op ASPHALT PNICH 'TO MATCH 4 SXIST1NCa -7,- S" CLEANOUT FIN15H GRADE ELEV. 24.0 ± (VER II=Y ) (v." 5TR0.I HT T1rE WITH GLEA'IOVT RISER (v" °€ 1 %(MIN) if,,,A....--„,... $.\ ■ ;,, �- GROUT I.E. 2I. (p0 'I.E.2i.3O� LIQUID LEVEL PRE -CAT GONCRE ?E TANK. PIPE INC. MODEL 712 VV/ H 20 DESIGN `I WHEEL LOAD LIQUID CAPACITY 4,085 GALLON (0'- ct," H 15" 9" u s GREASE; INTERCEPTOR G, "MIN. — SCALE : NONE ..t GREASE INTERCEPTOR SIZING DESIGN CRITERIA SOURCE: 1988 UNIFORM PLUMBING CODE -'APPENDIX H COMMERCIAL KITCHEN WITH DISHWASHER SIZING FORMULA: NUMBER OF MEALS WASTE FLOW RETENTION STORAGE CAPACITY PER PEAK HOUR X RATE X TIME X FACTOR - IN GALLONS NUMBER OF MEALS PER PEAK HOUR 150 MEALS /HOUR WASTE FLOW RATE = 6 GPH /MEAL RETENTION TIME = 2.5 HOURS STORAGE FACTOR = 1.50 * * BASED ON 12 HOURS OF OPERATION (ACTUAL: 11 HOURS, 11:OOam TO 10:OOpm) AND INTERPOLATING BETWEEN FACTOR OF 1.0 FOR 8 HOURS AND 2.0 FOR 16 HOURS OF OPERATION. INTERCEPTOR CAPACITY = 150 X 6 X 2.5 X 1.50 = 3,375 GALLONS LIQUID CAPACITY (MINIMUM) INTERCEPTOR MANUFACTURER AND MODEL NUMBER: ' PACIFIC INTERNATIONAL PIPE & ENGINEERING MODEL 5106 INSIDE AREA = 7' -O" X 12' -0" = 84.0 SQUARE FEET X 7.481 GALLONS /CUBIC FEET = 628.4 GALLONS /VERTICAL FEET @ (a' -(o" OPERATING DEPTH, LIQUID CAPACITY = 4,O85 GP.LLONS • 4". INLET FROM BUILDING IJTCH EN SEWER WATER ME'TE12 SAN (EXISTING) V,R I FY PROPER METER, CON N E.CT I O N POINT WITH "TI-V ✓ c -r< OF 1"O -W l L . \\\ WATER 1~RVICS \ 5%. S5 M H RIM 25. 90 I E 20.5o (NE 4 6W 8'' PVC) IE 2.0.30 (5 (0" PVC) apUNUA 12• LIMIT OF CONSTRUCTION POINT OF CONNECTION Con 5AN @ I %MIN, VERIFY INVERT AT POINT OF CONN PRIOR lb INSTALLATION OF ANY, UNDEF .GROUND SAN OR FSUILDING WASTE po►NT OF CONNECT I ON' 4 ".r SAN @ %'MIN. EXISTING GA5 51;R\1ICE. METER TO PEE I .EMOV ED BY WASH . NAT, G�5 CHAS METER PAY WASH. NAT. CaA� 1800 MEH INCHES O .LNERY. PROPOSED STRUCTURE C0 FINISHED FLOOR ELEVATION = 24'. 50' • - s-E.RV Ica 6Y \N e;.;H. NP."C. OS SOUTHCENTER PKWY, MECHANICAL SITE PLAN SCA L.E : I" = 20' -'6U No.18: e,..r...s.q 7olmmitc ABBREV. irlmlirhm ilikirmiliiii.kifirrrifriiibloiliiiiiitiii lmjiilm�im SAN ITAR.Y SEWER lit ABBREVIATIONS ABBREV. oe-ScRIPTIUN SAN.) 55 SAN ITAR.Y SEWER PVC POLY VINYL C.HLoR.1 0E PIPE. EX, Ey.1TING MH MANI -(OIE. E INVERT ELEVATION NE. NORTH.' 5W �UUTH W Ems" €a SOUTH MIN MINIMUM . CO CLEa.NcUT GPN GALLONS PIrR, HOUR MP'H UHOUEANW I Rt ISN 114E.RMAL. TS pert HOUR AIR TERMINAL. SCHEDULE SYMBOL DESCRIPTION LCD-1 LAY -IN CEILING DIFFUSER, 24" X 24" PANEL, KRUEGER SERIES 1400, FRAME 23, W/ R -10 OPPOSED BLADE DAMPER & RGS -15 STRAIGHTENING GRID. 1 INDICATES NECK SIZE. SCD -# SURFACE MOUNT CEILING DIFFUSER, 12" X 12" PANEL SIZE, KRUEGER SERIES 1400, FRAME 20, W/ R -10 OPPOSED BLADE DAMPER & RGS -15 STRAIGHTENING GRID. 1 INDICATES NECK SIZE. CER CEILING EXHAUST REGISTER, KRUEGER MODEL EGC -5 TB 1/2" X 1/2" ALUMINUM CORE WITH OPPOSED BLADE DAMPER CEG CEILING EXHAUST GRILLE,' SAME AS CER WITHOUT OBD CRG CEILING EXHAUST GRILLE, SAME AS CER WITHOUT OBD SWR SIDE WNLL REGISTER, KRUEGER MODEL 5815 W/ OBD, FRAME STYLE 820 • DECEIVED CITY of TuKwILA OCT T `.1 7 1991 RERIVIIT CENTER 4 iv! ECH/'11Ii11 .,, kiL ' E tat WPMY1I1V I SCHEDULE . SYMBOL DESCRIPTION AC -1 SINGLE PACKAGE GAS HEAT, ELECTRIC COOLING UNIT TRANE :MODEL YCD036A3, 3.0 TON ROOFTOP MOUNTED UNIT WITH CURB COOLING CAP = 36.4 MBH, HEATING CAP = 63 MBH, 80 MBH GAS 'INPUT 1200 CFM @ 0.40" ESP, FAN SPEED = HIGH, MCA = 20.0 AMPS, MOCP = 30 AMPS: 208V /3PH,', EER = 8.55, FILTERS =A2) 20 X 25 X 1, UNIT WEIGHT = 725 LBS. PROVIDEECONOMIZER OUTSIDE AIR INTAKE SET AT 300 CFM O.A. TEMPERED OUTSIDE AIR FROM MAU -1 SHALL BE SET AT 420 CFM O.A. AC -2 SINGLE PACKAGE GAS HEAT, ELECTRIC COOLING UNIT TRANE MODEL YCD048A3, 4.0 TON ROOFTOP MOUNTED UNIT WITH CURB COOLING CAP = 47.0 MBH, HEATING CAP = 71 "MBH, 90 MBH GAS INPUT 1680 CFM@ 0.50" ESP, FAN SPEED =''HIGH, MCA = 25.0 AMPS, MOCP = 35 AMPS, 208V /3PH, , EER = 8.60, FILTERS= (2) 20 X.25 X'1, UNIT WEIGHT = 725 LBS. PROVIDE ECONOMIZER OUTSIDE AIR INTAKE SET'AT 420 CFM O.A. TEMPERED OUTSIDE AIR FROM MAU -1 SHALL BE SET AT 1260 CFM O.A. AC -3 SINGLE PACKAGE GAS HEAT, ELECTRIC COOLING UNIT TRANE MODEL YCD120B3,'10.0 TON ROOFTOP MOUNTED UNIT WITH CURB COOLING CAP =,119.0 MBH, HEATING CAP = 121 MBH, 150 MBH GAS INPUT 4000 CFM @ 0.70" ESP, ADJUSTABLE SHEAVE DRIVE, MCA = 55.7 AMPS, MOCP = 70 AMPS, 208V /3PH, ,:EER = 9.0, FILTERS = (3)20 X 20 X 2, (3)16 X 20 X 2, UNIT WEIGHT = 1600 LBS. PROVIDE MOTORIZED OUTSIDE AIR INTAKE SET AT 1000 CFM 0.A. TEMPERED OUTSIDE AIR FROM MAU -1 SHALL BE SET AT 1640 CFM O.A. AC -4 SINGLE PACKAGE GAS HEAT, ELECTRIC COOLING UNIT TRANE MODEL YCD150B3, 12.5 TON ROOFTOP MOUNTED UNIT WITH CURB COOLING CAP = 146.0 MBH, HEATING CAP = 119 MBH, 150 MBH GAS INPUT 5000 CFM @ 0.70" ESP, ADJUSTABLE SHEAVE DRIVE, MCA = 71.6 AMPS, MOCP = 80 AMPS, 208V /3PH, , EER = 8.7, FILTERS ='(2)20 X 20 X 2, (4)20 X 25 X 2, UNIT WEIGHT = 1950 LBS. PROVIDE MOTORIZED OUTSIDE AIR;INTAKE SET AT 1250 CFM 0.A. TEMPERED OUTSIDE AIR FROM MAU -1 SHALL BE SET AT 1910 CFM O.A. EF -1 . ROOFTOP EXHAUST FAN, PENN DOMEX MODEL AB35,'650 CFM @'0.375" TSP 1/6 HP, 120V /1PH, W/ ROOFCURB AND BACKDRAFT DAMPER, 75 LBS. EF -2 ROOFTOP EXHAUST FAN, PENN DOMEX MODEL'BB531, 2,000 CFM @0.375" TSP 1/2 HP, 120V /1PH, W/ ROOFCURB AND BACKDRAFT DAMPER, 120 LBS. EF -3 ROOFTOP EXHAUST FAN, PENN DOMEX MODEL BB45, 1,500 CFM @ 0.375 "'TSP 1/3 HP, 120V/1PH, W/ ROOFCURB AND BACKDRAFT DAMPER; 120 LBS. MAU =1 MAKEUP AIR SUPPLY UNIT WITH DIRECT FIRED GAS HEAT, WEATHER -RITE MODEL TOT 212HB WITH SCREENED FRESH AIR INTAKE HOOD, MOTORIZED INTAKE DAMPER SECTION, VEE -BANK FILTER SECTION WITH 'REPLACEABLE MEDIA FILTERS, DIRECT FIRED BURNER & BLOWER SECTION AND 24 INCH HIGH ROOF CURB. UNIT SHALL BE U.L. "LISTED HEATING CAPACITY = 295 MBH 5230 CFM @ 0.75" TSP, 2HP, 208V /3PH UNIT WEIGHT = 950 LBS • DECEIVED CITY of TuKwILA OCT T `.1 7 1991 RERIVIIT CENTER 4 1'600 Me> 4 G P.g`` M - e,R:. 4beI2.V 1 c:e. -rR1 NtCS. INCFIE.� DEL.IVe•''' • K 130 MP,;H LAVATORY, 4 1 -1/2 1 -4/2 1/2 WALL MOUNT SERVICE SINK FAUCET P -6'• FLOOR SINK, 12 "x12 ". W/ HALF .GRATE_ P -7 FLOOR DRAIN H/_ P- 12,_SACK$' FREVENTER FUNNEL FLOOR DRAIN FLOOR SINK, 16 "X16 "', wI HALF GRATE K 25.2' M4H WATER BEATEN, 240 MBH''INPUT . r; 1-1/4 1..114 NET AT 140 DEG F, ASME;CERTIFIED DENOTES 'FIXTURE WASTE ROUTED DIRECT TO SANITARY SEWER DENOTES FIXTURE WASTE ROUTED THROUGH GREASE INTERCEPTOR FIXTURES NOTED BY NUMERIC PLUMBER -ONLY..SUPP *-.. K. T.:_ ' LIED.j3Y KITCHEN CONTRACTO 'INSTALLED AND'CONNECTED BY MECHANICAL "CONTRACTOR: K Ca AS'CONNEC.TIa1V` KITCHEN .t91PN1.t�1'f FZ ER . 1 o K-. I . • CA5 CONNEcTlo RCx�F OP N`JP G U‘PIY EN'S FER T0H>r�T M-. •p GP,"--e- CQNNEC`c10 P1 -UI•A NG'F1X''CUce P -9 u Co" PVC UN'DERC ROUND. CONDUIT. FOR SSER D15PEN aER 1 .INt �S . TERMINATE EACH ENO': -5" ABOVE ° FINISH FLOOR. FILE OW 5 SN S LL:'.' SE LONG e\NE..2, NOTES -::WATER PIPING 3YST*i1,'' GAS PIPING. SYSTEM AND INSTALLATION /CONNECTION ` TO `' .; KITCHEN EQUIP E T' WHIST 1 `•INDICATED FORA COMPLETE AND OPERABLE PLUMBING "SYSTEM. REPRit - TO Kt?CHEN EQUIPMENT PLANS AND SCHEDULES ; FOR EQUIPMENT FURNISHL:D BY OTIjERS 1'O Sg 'XNSTM'LRD /CONNECTEn BY ,THE` DIVISION .15 ° ,, ,. CONTRACTOR. ,. "'c REFER TO SHEET ?i 1 FOR LOCATIONS OF THE BUILDING SANITARY SEWER & THE BUILDING WASTE' OUTLET 'T,0 dREASE'INTERCEPTOR.' VERIFY` INVERT 'ELEVATIONS & ..Q SYSTEMS.. S.' •GRADING R$ UIRRiilkii'TS PRIOR TO IIlSTALLING.'UNDBRCiROUND WASTE PIPING SYSTEM ``ALL .GAS & WATER 1B8 1tUN CONCEALED {# PIP!N� $Ir1AI.I. :.. „ . ABOVE CEILING OR 'IN WALLS EXCEPT AT.SBRVICE ENTRY- LOCAT /OUS NEAR WH -1 IN ROOM 110,& WHERE ROUTED CONCEALED UNDER : COUNTERR OR CABINETS. ' `` ALL VENT PIPING SHALL ' BE RUN CONCEALI�D . THIS DIVISION.15 CONTRACTOR SHALL' PROVIDE COMPLETE DESIGN AND' INSTALLATION `.OF'THE PLUMBING SYSTEM:INCLUDING.COMPLETE'WASTE AND VENT SYSTEM, DOMESTIC }» ROUTE ` HOT ' WATER + ,(11O DEGREE F) FROM TEMPERING VALVE P -1O rTO . THE P -3 FIXTURES :.(ROOMS=10* & 103),'KITtH ' BANDWASH'SINKS' =(ITIMS 16) AND KITCHEN FIXTURES LOCATED AT SERVICE AISLE+ 114 WAIT'-- STATION ':118. AND ' BAR ' 119. < ALL : RRI4AINING -XTEMB RE UIRXNG .HOT WATER SHALL` BB SUPPLX D WITH 440 DEGREE F HOT OCCUPA.NC ' .55-PARATICN W A fi.LL_ PENE.TR.tTION °(PIPIN CONTROLS tC. ) PROVIDE WATER HAIR XRRESrORS AT ALL PLUSH VALVES, PITCHER EED WATER PXL1R i3OCATXONB ' (ITEli3.,15 A 78)," ON ; HOT WATER SUPPLY TO ,' DISHWASHER (1't'l M !s6 ' IDLE D WAT R SUPPLY TO DISPOSiR ( ITEM 54) AHD ON HOT & COLD `WATER ](METE 4 $PRAY RXN9E•' 1AUCIT : (IT!MS S3) ,.,. ;, .. PROVIDE GAS iMTLENOID O ►'F VALVE ON GAS SUPPLY TO KITCHEN EQUIPMENT UNDER ..TH& KITCH$!ir ROo '(ITEM 41). IETBRLOCK.WITH . HOOD FI 'OPPRESSION SYSTEM TO SHUT OFF: G m witiceopiossatos :t Fi S ACTIVA *D. CITY OF TI1IKWILA OCT 1 71991 PERMIT CENTER No.181 __ , l im� l i i%m1��Mm1ml��k l 76 CFM 14NI\L IT‘(PE (Cl`ik CAPACI Rt\AINAL miNAL NiZ -TE 1NG p1/4112,. -TE,R 5‘15ThA eeRV toNTRoiteR, MAU -I REMCfri 1:)ISCHARG e IT° I NT At)JU,""Tt Re WITI-1114 (TO MAU - I PES I GNAT AIR VI-0 \NI DIRECTION kd CAP ACit-r`‹ og. 15A,I.-ANCE SYTE. Kt\ OPERATION "TY P I C),...‘L- aa al- CR DIVIS/ON'15 CONTRACTOR SHALL PROVIDE coMPLETE'DES/GN AND/NSTALLATION. OF THE HVAC • SYSTEM INCLUDING DUCTWORK, AIR TERMINAL DWICES,,HVAC EQUIPMENT, CONTROLS AND ATR SYSTEM BALANCING FOR A COMPLETE AND OPERATIONAL HVAC SYSTEM. :REFER TO KITCHEN EQUIPMENT PLANS: AND SCHEDULES FOR EQUIPMENT/FURNISHED BY OTHERS TO BE INSTALLED/CONNECTED BY THE DIVISION 1 CONTRACTOR . ALL DUCTWORK & ROUTING SHALL BE DESIGNED BY DIVISION 15 CONTRACTOR BASED ON A DUCT PRESSURE LOSS OF 0.08 INCHES PtR 100 FEET OF DUCT FOR SUPPLY AND RETURN AND 0.10 INCHES PER 100 FEET OF EXHAUST DUCT. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL. FABRICATION AND /AsTALLATION SHALL BE IN ACCORDANCE WITH CURRENT SHACNA STANDMADS. COORDINATE DUCT ROUTING WITH ARCHITECTURAL AND STRUCTURAL FEATURES OF THE BUILDING. ALL DUCTWORK SHALL BE ROUTED CONCEALED ABOVE cEILINGs. ▪ SUPPLY AIR PROM MAU44 SHALL BE CONNECTED TO THE RETURN AIR DUCT OF EACH AC UNIT TO SUPPLY THE AMOUNT OF TEMPERED OUTSIDE AIR SCHEDULED FOR EACH UNIT. PROVIDE VOLUME DAMPERS FOR EACH CONNECTION POINT. CONNECT BETWEEN AC UNIT MOTORIZED RETURN AIR DAMPER AND AC UNIT RETURN A/R /NUT. OCCU PAN CY -.)..517ARATION WALL . Fl Re. DAM 125. 12. OUGT " 1754\1 ETRAT ION 5 . :SUPPLY AIR DUCT SHALL BE PROVIDED WITH VOLUME DAMPERS AT EACH TAKEOFF FOR EACH AIR ../.TERMINAL. Up TO A MAXIMUM OF 7 FEET OF INSULATED FLEXIBLE DUCT MAY BE USED FOR CONNECTION', OF AIR TERMINALS. . . • RETURN bUCTWORX to ACIJNITS AND EXHAUST DUCTWORK TO BF-1 AND BF-2 SHALL INCLUDE A MINIMUM o! TWO :ACTIRIACtigrA BETWEEN THE AIR TERMINAL AND , A MIN/MUM OF TEN FEET OF LINED DUCT. THE EF-1 DUCT SYSTEM SERVING THE TOILET ROOMS.SHALL'HAVE THE ABOVE -.FITTINGS AND DUCT LINING ' " - - • RETURN AIR DUCTWORK BETWEEN RETURN GRILLES AND RESPECTIVE AC UNITS SHALL . INCLUDE MOTORIZED DAMPERS TutIONTROt RETURN AIR VOLUMES BETWEEN MINIMUM (OCCUPIED MODE) & MAXIMUM (NIGHT MACH AIR TERNINAL4HELL bit DUCTED TO THE SYSTEM NOTED TO BE SERVING THE AIR TERMINAL.' • ._, . _ L . -,THE 'ROOFTOP EQUIPMENT LOCATIONS ARE' SHOWN TO PROVIDE STRUCTURAL SUPPORT. FOR EACH s UNIT. 2 . RROVIDE44IN0R AD4USTMENTS TO SUIT FIELD CONDITIONS* .SIGNIFICANT RELOCATIONS SHALL BE -- APPROVED EE .THE STRUCTURAL BAG/NEB. 'PROVIDEROOF'CURBS &'FLASHING FOR ALL ROOFTOP .. • . L„bUCTWORK SERFtWG 200IPMEAT SUPPLIED .BY THE KITCHEN CONTRACTOR:SHALT..13E PROVIDED & INSTALLED Bt *km 4,11' 4.6.:1)4vISIOM 15. CONTRACTOR. HOOD'MAKEUP'AIR.& EXHAUST FANS SHALL .BE WAKE.DIVISION.1ECONTRACTOR4.., J013 INTO: r'Nt 9 1 1 DRAWN: JLP DATE: !Or 15/ 9 RECEIVED WY OF TUKWILA OCT 1 7 WI PERMIT CENTER r"---1#••• ill] ir ° 1 'r 11111111111h1 fit No.18 trIVEV22.4t..)0 irootritutim 1 Fr Lim iiinmimii�4nnuunu num inimui nnnuunnuaui,un 1111111IIII1II IIIII111IIIII II1111IIIIIII 111I1111I1111 IIIII IuiipIIIIIIIIIIINi IIIIIIIIIIIIIIImmIIIIIIINII) ecil a C '4X St eocti N a ogr- v... a a3` vc » T v 133q.''6 o » 's 9 ova. . e > 8 z ati ,a S 9 j I▪ v 4 t, ' : .- WV 00 V U J , ,, • ijij.i ;� w Oo 2 Y.2 bt xo • g �i . ° ' E es $,a o 4i, r£P i iit l�ig i:ili' ii.11;: ac ;ii 111' ti3 l.gi 80. asses xiir. z. .a s 4a pp g 1V C e r g1' iijt.' 0: maiWWW16 1 1 Design No. U508 Assembly Ratings-1 and 2 Hr. (See Item 3) Nonbearing Wall 1 in. r SEE ITEM 3 I. Gypsum Coreboard —Nom. 1 in. thick paper faced gypsum board, with-or without glass fiber, min weight 4330 lb per 1000 sq ft, min thickness 0.975 in. May be composed of two layer of nom. 1/2 in. thick gypsum board laminated to each other with casein or vinyl joint core pound with vertical joints staggered _1 in. Bottom secured to floor with full length 20 MS( gale steel angles. Top secured to ceiling with full length 20 MSG gals steel angles on on face and 6 in. long angles 24 in. O.C. on other face. Side edges secured to walls with 15 it long angles at third points on one face and 6 in. long angles on opposite face. • 2. Adhesive — Casein or vinyl joint compound. 3. Wallboard, Gypsum * -3 /g or 1/2 in. thick wallboard, paper or vinyl surfaced, with bevelec square or tapered edges. Applied vertically with adhesive and nailed temporarily to coreboan until adhesive sets. Rating -Hr. 2 Material Thickness -In. 3/8 1/2 Gold Bond Building Products —Type RK or RW. EIRE RESISTANCE RATINGS (BXUV)— Continued 4. Joints -- Butted and exposed or covered with joint tape and joint compound. Vertical staggered with joints in core and with joints on opposite face. *Bearing the UL Classification Marking CITY .OF.TUKWILA AP.PROV-E.D DEC... .19 i • AS NOTED B! II►. DING DIVISU)N • Illllllllllllll I Illllllllllllll � No.18 1 I E ia i i 1 - t < 6 8 L I9 g I .. c „,. 7 :..w3 1 Aril IIII II II1IIII tiiliiii Illl�illl IIIIIflhI Illl�lill IM IIII �IIttitihIIIIIIiii iiitlilil IIIIIIIII IIII1IIII lill1llli 1111 I (I 11.illll(1 1 • 10' -0' CLEARANCE TO NEAREST BLI1G. OBSTRUCTION PROPERTY LINE OR RETURN AIR UNIT. RAIN CAP - ROOF LINE -DUCT EXHAUST FAN EXHAUST HOOD NOT LIGHTER THAN #18 GA. S/S WELDED LIQUID TIGHT CONSTRUCTION -VAPOR H 3 NOTEI FIRE PAD IS AT CEILING IF LESS THAN 18' FROM HOOD. CEILING LINE DUCT -- -1 FIRE PAD :13 1 UGH? RETURN 2 PIZZA OVEN HDDD Al C00 24' -6" 3„ <LINE (HOOD PLA \) HOOD LENGTH 6' -6" EXHAUST CFM DUCT SIZE SUPPLY/ RETURN CFM DUCT SIZE 1463 12" DIA NA NA EXHAUST FAN MAKE: JENN —A!R MODEL: 183NBTD VOLT PHASE AMPS HP. 115 1 1/3 RETURN AIR DUCT FURNACE MAKE: NA MODEL: NA MAKE: NA MODEL: NA VOLT PHASE AMPS HP. VOLT NA NA NA NA NA PHASE BTU NA NA MAIN CDDKLINE HOOD 10' (rnln> MAKE —UP SYSTEM MIN. 10' -0' CLEARANCE TO NEAREST BLDG. OBSTRUCTION PROPERTY LINE OR RETURN AIR UNIT. EXH, FAN RAIN CAP SHAFT ROOF LINE HOOD LENGTH EXHAUST CFM DUCT SIZE 24' -6" 9800 (2) 20 X 20 SUPPLY / RETURN CFM DUCT SIZE 7840 (2) 20 X 20 EXHAUST FAN MAKE: JENN— AIR MODEL: 2)NBRTD304 VOLT PHASE AMPS HP. 208 3 7.5 1 1/2 RETURN AIR DUCT FURNACE MAKE: ARVIN MAKE: NA MODEL: (2) 430 MODEL: NA VOLT PHASE AMPS HP. VOLT PHASE BTU 115 1 1/2 NA NA NA COOKING EQUIPMENT n� 00 L COOK • LINE ELEVATIO\ €71f.. vN GLat --Ay 4 O �, V1, '7 ` a G - ro 4/ (,. � 2\-�-- ;y C,(, ;/ + {I 'r.. sit.. 5-rvo {T. 24' -6" CANOPY HOOD OVEN FRY DUMP O U U U U O U U U U U U U U 00 00 00 ir FRYERS PIZZA OVENS L COO LI \E ELEVATIO • .I. 1 DUCT EXHAUST DUCT TO BE 16 GA. LIQUID TIGHT WELDED CONST. E-3 �' AIR SPACE ALL SIDES Fl U FOUR LAYERS OF 1/2' SHEETROCK. 'STEEL STUD CONST. N's-- GYPSUM BOARD TO BE J CASEIN GLUED & SCREWED PER CODE W/ STL. STUD `- FRAMING. U - 50i8 SHAFT SECTION CEILING LINE FIREPAD IF. LN:} LESS THAN 18" FROM HOOD TO CEILING NOTE: •SHAFT TO BE BUILT TO U.L. DESIGN #U -508 CONSTR. NOTE: FIRE SUPP. SYSTEM TO BE INSTALLED TO CODE BY OTHERS. NOTE: LOCATE VALVE SWITCH INSIDE KITCHEN NEAR DRAIN. VERIFY LOCAT. 1/4' CW W/ HOOD INSTALLER IF REQ. I' -0' 1 OVERHANG U.L. LISTED FILTER & DUCT EXHAUST HOOD NOT LIGHTER THAN #18 GA. S/S WELDED LIQUID TIGHT CONSTRUCTION ONE HOUR WALL WITH STL. STUD CONSTR. 1' AIR SPACE l' PAD NOT LIGHTER THAN #22 GA. STL W/ REINF. MINERAL WOOL, SUPPORT PAD W/ NON COMBUSTABLE MATERIALS ~1' PAD TO PROTECT COMBUSTABLE MAT'L. 18' BEYOND HOOD AND COOKING EQUIP. COOKING EQUIPMENT SLCTI EXH1 HH i RECEIVED CITY OF TUKWILA • OCT i 7 1991 PERMITCENTER �IT1 I T{��i PT �111 1111111 1Il�III 1111111 III�II1 1111111 1111111 1111111. .1. `I,, 2 I � 13 5 � 4I ( j6. No.18 03a ..- IIIt hi' DESCRIPTION ■LE I fri .ESMAN 1 JOS NAME , : :y a 1 a 4 0' v If 6626 TACOMA MALL BLVD. 1•206-475-9201 • -O 2T u ✓ 0v ilia E a 4 • O V t • m3 No i A N a o0 c • Q H 00 C o o .2",t n Ec 0 0= C p O b J M O • � C O 2..k. d J C o qc n m _O T 9 n o 0 0 • o c E •K c O O ,p n j 4,-. q N - C . vg o • O C O _ 2 O W U C 2 -ez 2 O p0 ; "`mE • pm o O %G O m 81.f. U�• O a O , E O A m O q n N V o A m u�u 2 N C q j u ooc O > 011 cE`c 73SL N O VI) g o Ea Vioe « . q 0 c o • c H c « c O c a01 q q C ;NI ti :W OpC C p >_ A imu 0.00 v s O 173 Io TO x a O . a, N T 12 3q mo • v N = H i 32 .0E 00 co `0n O O N no p c g O 0E u m 9O 0 > 0 no 24; O %17,t amm 2 3 O V O � C oE o rotC ecie O 0a0 °c2 0V« u C"q a.% , ! E� x f 0 _o ro3q « O p ,V pc O O A 3 e •Eo O aJ .I zo z N— `q •0 2. o omen c >.q O cq= t7au.. 0 0 C a u Q 0 O 0 qo E O 0 0 V O O c c a u c 0 0 c •0 0 c n N 0 c o o c 0 Id « «c< V p 0 O .0 UL y0 O C ..s » 0 n D. O M t8 Lai ga, a u O .I 0 V O - w � 0c O c O0 30` mqm x`0_0 00 j° Svg Eom H J -r$ V 0 m n o_q O N O «� 0. �uai ;ono • n O pG >. EAa5 r ;Esc 0-000 C_c L_-b P a ; J 3 V N 07 O W > Ez93 cuu u O A ` a .5 0 O °003 oEq- qu .o at - a v20n ,T,0„ m2Dc c ro 0 aw 14. >r0 CO C q C O c 6 . 0 0 q Y0aa 20 -_- �0� 9au074 15-c4' • • ▪ c E°C V C a v a0 "© O i n NQ • O m o ' aQ.. p0� S O 0 r C qm;. O O O 0 O O . E.". ▪ a )Oaf L7 OTCH C as .x ILL - .. D c W C 0. oqg p = N A ozc:m 01 w ■LE I ■1GNER .ESMAN 1 JOS NAME , : :y a a • • NOTE, J -BOXES FOR NOTE+ J -BOXES FOR JHOOD... LIGHTS & FAN HOOD... LIGHTS & FANS AT PLR. . 40' • 49' a ✓ 40' i 48' M4 48' a0 NOTE+ J -BOXES FOR COOLER NOTE' J -BOXES FOR COOLER J-BOX no AT PLR. L 4 48' ✓ 40' ✓ 72' 0 0 GENERAL ELECTRICAL NOTES 1 ALL STUB UP DIMENSIONS ARE FROM FINISH FLOOR TO CENTER OF BOX, 2 ALL OUTLETS SHALL BE GROUNDING TYPE. 3, ELECTRICAL :CONTRACTOR TO PROVIDE DISCONNECTS WHERE CODE REQUIRES. 4. ALL PLUGS SHALL ENTER FROM DIMENSION SIDE OF SYhEQ ., 5. ELECTRICAL CONTRACTOR SHALL „PROVIDE 20 AMP TIME DELAY FUSE FOR /CE HACHIA 6. PRQVIDE WATER P;EQOF FLEX FOR AISHWASH MACHINES 7. PROVIDE V CIRCUIT ON ROOF FOR EXHAUST FANS AND A 2 SPEED SWITCH WITH INDICATOR LIGHT IN KITCHEN ADJACENT TO HOODS, ALSO A V HP LIGHTING CIRCUIT FOR EACH HQQD ;: 8. PROVIDE V CIRCUIT FOR FIRE SUPPRESSION SYSTEM, ' VERIFY EXACT LOCATION WITH OWNER. 9. PROVIDE V CIRCUIT FOR LIGHTS, STEP LIGHTS, EMERGENCY LIGHTS, ETC. PER ARTICHTECT'S PLAN. CO. REFER TO EQUIPMENT LIST FOR ADDITIONAL INFORMATION. 11. PROVIDE "J" BOX AT PASS SHELF, RUN POWER IN FLEX CONDUIT TO EACH HEAT LAMP. 2. GARBAGE DISPOSAL- •ELECTRICAL CONTRACTOR TO INTER - CONNECT DISPOSER SOLENOID VALVE AND REVERSING SWITCH. 13. THIS SHALL BE A COMPLETE INSTALLATION TO CODE (ROUGH -IN AND FINISH CONNECTIONS). 4. OWNERS TO INFORM ARCHITECT OF ANY ADDITIONAL EQUIPMENT AND/OR OUTLETS NOT SHOWN ON DRAWINGS THAT ARE TO BE ROUGHED-IN. .5. ADDITIONAL CONVENIENCE OUTLETS AND LIGHTING REQUIREMENTS MAY BE SHOWN ON ANY ADDITIONAL PLAN BY OTHERS. 6. VERIFY INSTALLATION LOCATIONS OF ANY STEREO, TELEPHOPIE OR INTERCOM SYSTEM WITH OWNER. 7. ELECTRICIAN TO PROVIDE ALL CONTRACTOR, SWITCHES AND LIGHTED PILOTS FOR ROOF EXHAUST SYSTEM. 1 0 0 0 R 14. 12' i 12' + 12' Y) + 12' DECEIVED CITY OF TI IKWIH A SEP 17 1991 RMRGEN''JER .. I .yl.:�It'i r1i vl7 '� 'j1�i 1 LL. ill�iITII..Ti j� *I I1I1i14:1�i';.�.1I1� IT i� 'r[I 'PIT 0-L 11' 11 I 1 5 ._ _ No.+8 0,...47 y �iili►� i�f� h:EilfItTi 0 w 6626 TACOMA MALL BLVD. 2r 4 „2 I of = 0 °u a ww, §8 b. r .s 0 a E a Z` s g C T C v= E c 12 0 p �.J , p� o c °t a X u C O w c p 0 0 i. ~C M c p 7 p 2 E ° c w v¢ 8$ o „; c4 n T °. C gOg OW O3 0 c � � 0 o c u I slim. un 0c2 86 c o FE c pDg ▪ MU) :9- 42i u 4 ° • O goe O • ct„ Si w 1` - s! c 3142 w Qa: l >�pl U d C w b C IT • ccE gg ;2 v ! �' s . • .gyp. .' c N `g t8 w 0 '. c L;, 5 '' Q°o 3 p :_ V 0+ • p. 004 C C ° �C LL oro Z m 0 a 0.0 v C w�O, a- 0 �O • b ro � Sro ms2 1111:2:0 5 • c • Q zL a -2 o O ,C 0 Deno w w K� ro � 0• -Sn �� 3opo 3 Ean� tpw • u o. n0 1 7 C 0 � � ° w oc 'a �5' 24 22:2:g ,sgy 0 I�a2 n �� O C D )11.111:11.21. �i 0 O °T�ra. r w-. d cu... a a�° 3C �'E3 hoc li Qi ro� CD ” g ° Cb i• t N e . a !6t a:. c N 0 • N Em ilY3� O 'A oEe 2 pza g2 ' !!! it!:!! MA � �c ! o !lilt !Iw. <c �..m CT+ l9 w LLtII. ELECTRICAL, 'LEGEND SYMBOL DESCRIPTION .."D junction look 0 duplex convenience outlet 0 , 208v - l p outlet . switch' -�. incandescent light ,---.. ■ electrical connection 0 0 0 R 14. 12' i 12' + 12' Y) + 12' DECEIVED CITY OF TI IKWIH A SEP 17 1991 RMRGEN''JER .. I .yl.:�It'i r1i vl7 '� 'j1�i 1 LL. ill�iITII..Ti j� *I I1I1i14:1�i';.�.1I1� IT i� 'r[I 'PIT 0-L 11' 11 I 1 5 ._ _ No.+8 0,...47 y �iili►� i�f� h:EilfItTi 0 w 6626 TACOMA MALL BLVD. 2r 4 „2 I of = 0 °u a ww, §8 b. r .s 0 a E a Z` s g C T C v= E c 12 0 p �.J , p� o c °t a X u C O w c p 0 0 i. ~C M c p 7 p 2 E ° c w v¢ 8$ o „; c4 n T °. C gOg OW O3 0 c � � 0 o c u I slim. un 0c2 86 c o FE c pDg ▪ MU) :9- 42i u 4 ° • O goe O • ct„ Si w 1` - s! c 3142 w Qa: l >�pl U d C w b C IT • ccE gg ;2 v ! �' s . • .gyp. .' c N `g t8 w 0 '. c L;, 5 '' Q°o 3 p :_ V 0+ • p. 004 C C ° �C LL oro Z m 0 a 0.0 v C w�O, a- 0 �O • b ro � Sro ms2 1111:2:0 5 • c • Q zL a -2 o O ,C 0 Deno w w K� ro � 0• -Sn �� 3opo 3 Ean� tpw • u o. n0 1 7 C 0 � � ° w oc 'a �5' 24 22:2:g ,sgy 0 I�a2 n �� O C D )11.111:11.21. �i 0 O °T�ra. r w-. d cu... a a�° 3C �'E3 hoc li Qi ro� CD ” g ° Cb i• t N e . a !6t a:. c N 0 • N Em ilY3� O 'A oEe 2 pza g2 ' !!! it!:!! MA � �c ! o !lilt !Iw. <c �..m CT+ l9 w LLtII. a t:7 DJ .J DESIGNER S (N 1 SALESMAN f Lo O Z m EJOBMAME , TONY ROMA)S. SHEET K -4 K. .■ .li. wI.J�N��f rl e I w I rrl� I�Irr.I1,Yw.. /1 /�i� E L.E C. t • r t'. • k s • • • • ,• • t • V-6' • 7 1/2 NOTE' CONDENSATE LINES FOR WALK-INS TO DRAIN HERE, .11..mow e • • 0 L 1'-3' 1'-6 4'-3' 1 LI ■IMMINIMMIN.100=1■1111J 2'-8 1/2' 0 14'-6' 10'-6 1/2' -••••••• • inselomiwINMNIMININIIMINIIINIMMIIIIW•11M1.11/01•111■11. ' • • .•• . • . 4 • monkta..40a3j49291g • FITTING CsOuMPcHLEATsE. 020N:ATAsE1.+LikTitoTIOsN:,T0P.F0100309Eit,(tiOxNUOicsli-iirNuiit,41E15jor ) 7, . . • DR4INS. S'rEAtcl, TAPS; PRESSURE 'REDUCING VALVES ARE NOT .'WITH THE EQUIPMENT'. ITEM. 'UNLESS SPECIFICALLY MENTIONED OR *ARE SOPPLID AS - -,'"!StIODARD"': -WITH THE EQ,UIPMENT 'TM, • • , • . AL4'. HOT AND ,COLD WATER SUPPLY LINES- S.RALL'BErttiR141S WITH A SHUT-OFP'' VALVE' :AT WALL. • ; • • • • 4. RESTAURANT SUPPLY COMPANY TO SUPPLY, 1:1'AUCETS FOR KITCHENIBAR: SINKS 5. PROVIDE GREASE' TRAPS, AS CODE' MAY REQUIRE. -6. FOR ADDITIONAL PLUMI3ING -REQUIREMENT, RERER TO ARCHITECTS' S PLAN. ' 7. PROVIDE LINE STRAINER FOR ICE MACHINE. 8. RUN WASTE LINES IN BAR Tp.E1.04011 SINK AND PROVIDE STRAINER. IN • DRAIN. 9. RUN WALK IN CONDENSATE DRAIN TO ,FLOOR. 'DRAIN 10. PLI.RvIBEF! TO SUPPLY PRESSURE REDUCINO VALVE 20 P.S4. FROM DISHWASHER. PLUNVING LEGEND YNBOL DESCRIPTION hot water supply 0 11110111 cold water supply ........-- • • direct waste 0 standard floor drain 0 funnel waste 10 floor sink ------- plumbing lead .1.11.10.1■1•■•••■., 4 gas rough-in • . —0 -- gas connection •1•11••■•=1.1MINSIIMINIMIdl•••••■•IIINNII••■•••••••1•11••••••••11•IMIIIMS.17 3 No 18 Wm', • . RECEIVED rrry OF TIIKWILA SEP 1 7 1991 PERNOTCENTER 4 • '6 sir gs P. es zi= 2 sA s is E t; E E e 8 E 2 A i c -I 1 — ..4 .-3 .0. is $ • • • v • u 2-: 4 te: ' 1 I • E.- ' " It i • ' a • t ; E ' I"giL g t ti cc .2 - ;i •, it .a -Ig . flit I _ „pm, e I Je ,,,Lc g z - rsi,=-45 8' ' Flit ..', g. lug s llii' —1 g, . •st. 1 , :1 ..• 0 - v g tiie. v , SI lig ti 11:11 . .1 : . P;1 --1'1! II: ;1c1. Ili: I a xt g`— .4 • .'cy ...:.. el • 2t "- ii - • 'EH ,4e1.' ts 82 '734 32.i. 2 Et....-gr;', 4 ;21%3'6 ... 3211-,*!2.4:::::' 7 2,. 1',•.. it =-0 • l .. ETIN "..8. v - i . 2=2 „ it, . _gi:' .• z2 *-2.-.1 ei 2 '.v .. 4 . 0-i u: i..:,.1 K. 48 .,!.11c'' : t .• t -E 8: : :i.1_:.., 1.! .. , ill g CI' 0 :41::.!!! :-FIN' IASI. tf .2 N- • pc .... " el ''fih'''::: ,a21 -I1 1 .4,..! 1 ..- 111.:.i;. gi, - V8z e - y, --,....-.‘ot,„. •..:6.§. A..g,,,,, ..:-Sitl Pio: Igfilii..!2,; - ii L'irt: 'A31' 0 121111".. z "a' EIE 1 sic ki- III m z 1..." • • - • • " e • 1 • / • ( GINNOPIAL NOT., • PROVIDE A44 WORK TO COKPL$12 TNIS 040.75.13. /14CLOOLN4 PURNISSING ALL MATSRIAL, IMIPNRWT, TOOS, 44100194 440 szkvIck* N8C388411I fOR cownswzow or wink PROJECT. • 2. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CONS AND ORDINANC88. 3. 4. THESE DOCOMMTS DO NOT LRCMS TH8 NICISSARY COMPONINTS fOR CONSTRUCTION SUETY. &um, CAJUN Of ADJACENT ktookkwI84 DURING CONSTRUCTION, COMPLIAMC8 NIP:STAIR MUM REGULATONS RIMARDING SUITT SIALL 48 TER CONTRACTOR'S kkkkoksIbuart. cowmotos SALL mum ALL DINEWSIONS AND owbrilowk snow ON Tlig DRAWINGS MOSS COMMRSICIDS WORK. ANY vu/TION OR DISCRSPANCY WEI= MOMS PURI= OMAN= owl. 58 nowt TO 115 ATTOINTION Of 218 /AMUCK' PRIOR TO STUTZ= CONSTRUCT/ON Of TWA AROA °WORM. 5. ALL.BLECTRICAL AND ESCRANICAL WORK SHALL BS U APPLICABIA LocAp, ETATS, AND NATIONAL COORS. 6. COORDINAT, WORK WITS ALL OMR TRAM. • 7. ALL WORK TO BO PSRPOREBD IN T48 UST AND HOST PROUSSIONAL NANNIIR BY NECRANICS SKILLS!) IN MIR RUPBCTIVE TRADES. ALL WELDING BULL BR SY MAW CORTIPIRD WILMS. 9. ALL N.I.0 (woe IM CONTRACT) WIPEOUT TO BM coolumumsa OR G8NBRAL CONTRACTOR. VERIFY ALL MU. NSCRBOICAL. BLBCTRICAL AND bltamoma4 asOorkOnOwes, _.e. 10. DIMENSION CALL DOTS SWILL TARS MOWN IC OM =MUG SCALS. TYPICAL MAILS gRNIRAL NOTES us WININON REOUIRRN8NTS TO 58 08100 4814 SIMILAR musk CONDITIONS Aas NOT SNOWS OTISR088. • APPROVAL BY ?U ISOPICTOR WOES NOT MAN APPROVAL rot , COMPLYING WITS TM$ situ* JD Sp8CIVICATIONS. AMY sum *RICH PAILS TO NI CLEAR OR IS 41101000011 NOT 5* Minn TO/ AocankeT FOR INISRPR8TATION OR CLARIFICATION. LME NOTES._ '61 • .S--..,!7E !•• 77NG- losiz kttisKi2P..z7 ko. 61, 6.-14 Otlo '' , p, )1.0Rofx..(.3 AM C4istaxl,tvic) ''Nerr criwa-.7 ) • V-i*,fAil.t, c4tt, NA-7E u,P f, opfOrt two,NAGAMIt • $4,,c,;) l'4.isrItC) ON Aka if:44,../INca- • G. eitcht 4.,.)1,444C 'Itit24.r.trtfroaial .94, 14V " P4YING° SYM0011.8 Lisashipi owns LEND .10111qopla,. 2 K. IMOD WM.L r* 7.72 • PAATZPOW NALL :140asussi EARTH 440320131, .GRAvILL,04-oRknOLwF744.. • 4 ookoksvO: `4041 BITUMINOUS PAVING i,girP *TER- t . . 150.0aggE0 PLyWOOD 4101110111 IA" TSSUL4tIO. (IRIANANINI 'RIGID 2N8r14TION • EINES BUILDING SUTIcm DETAIL INTERIOR ELEVATION ROOM IDENTIPICATIO04 book klksot wItibok TYPE DAM POINT v.tos.:40.17y iiiaiui „„. u. 111 UIII hill 11 UU 1 1 .,Nr:1•1" No CtiANae BRICX p&SEREI.SAORETNEAVE PATT1P21. SIN DETAIL .11"40 40' 8122PW4 BIDEWALXI3; GEN DETAILS , K-te'ec,;zeD cAtieeitzif c) 40..0"1210.0PAIRONOMIIIMEMINIIIMMIONSINISIMINNIOWM 111110101110111111101W \\, ,a1111111101016domenslsiim.■., it.:TIC.. id hi, '"-- %1\11.7041CAr:/s,K M‘NIT roc,..vrtv LANmc.c..relNe.- ex isilr4s. TrANL.9.1agt4 0C 01..4.'14205 To Kemit.0-4 G.4.5ioN A*44 (NIC) I•71. 161 i/41, 64/e4SHaNT t*P-101 L,04:7f4& 111"114 skit. 'A 111410i •tor Wkirt, 17$05 IloutAysionter tt004,411. 1S1 91ISS ifiCeli21 OWNER, Beutfic Nortiswoot Group A 5601 ith Aro. SR Soott1o, WA f8100 PROPERTY WANAGNR: TrON40411 Crow Company ;404.40 Avo. Its Soattl*, WA 98.100 ?WANT: Kiog Foods 2115 South $6the •805 Toodoof 181 90409 . , Nos < (...ixrt)07 .d.tipse t-1-1A Lib No ••,,,,,,,••••••••••.......0.••••••••■•••••••••••••••••••••,•••••.•••••••••••••••••••••••■•••••••••••••••••••...* •••••■••■•••••••••■• 11 co.t, WALK' LANvEsc...14.piKisv- e.:Kircv• • ! W earc,er4e NT ■ ti 'O'r egit4 5't 4' 0402, c #4,. It4G, .r.ag ftPlie'r • 444 CRAiViiNC, OCCUPANCY: TYPIGAL C.Rortats* USEs .12a1-0444: Isom pgvu VIC 4psre" 0.4 06.ftJo SETEACKS: ki*V1hics RA.R.gb45.0 ra).V4. a (1 RAWINGO IN114311IX Am-4 OlV41140/1107,1ri althDING PLAII/R0214 C-3 DETAILS A-2 FLOOR PLAN A-3 DOOR/WINDOW/FINISA scum= A-4 REFLECTED CEILOG PLAN A-5 SEATING PLAN/00R FINISH PLAN A-6 ROOF PLAN A-7 EXTERIOR UMMTIO)iS A-S RTTERIOR ELEVATIONS A-9 INTERIOR ELEVATIONS X..10 INTERIOR ELEVATIONS A-11 INTERIOR ELEVATION A-12 BUILDING SECTIONS , WALL. SECTION/DEM/LS A-14A)ETAILE Ar15.1106TA,Ilog 1 roompATmasscluoismicuernum MOM PODEDATtow PLAN !tom FRAKI04 ,PLAN ROO SIMMS • Limpachmis puivocuptumosts IBRIGATZON PLAN' 114 iticimiacAL SITE PLAN $-2 PLUMING Pali *4 MAC: PLAN 0-1 SIXOTRICAL SITE PLAN/ScRBDuLE 1-2 LIGETINGSIAN 78-3, "WEB & SIGNAL PLAN leo& DIFF414/0CEEDULES IMAM EQUIPMENT PLAN SITCOMS 140•POWT Ocsavola K- 3 :iimemotql BOOR PLANE ' 2 X-CVSOVEMM ALSIMMICAL PLAME Ik-517411gio.4 0414"? ) 66e.) A,P+s,1 rrE 01.-A!t.4 111 'SITE AREA: sexpb2WG ABS, CONSTRUCTION TIPS, feA,Ellth E50*5 • ?.1C.i.+ANCzo'e g X c.oNc, Ceve. AITOPAC?dt TO KANAJN Kemoye ,Pixerta.• )4a0c14 41,(tafi d.1\etio 64.1110M Nir,44 ai_;Cb ,@V $..i.ctiwoktox T■4:4 Z4 414 eer 0N-SiTa ake) TAHC.64%trit- c; xI#r ArON is • 1-t26p sal.° 41024 - - jIIIItIIIuIIII1IIlIlllII ••• 2 3 4 5 No.18 """." ISUILDING HEIGHT: coonsileir 144 A:tic 6,100 GRP V-N, NON-EPRINKLERED A-3 RESTAORATA C-2, COMMUNITY RETAIL FRONT YARD - 20' SIDE YARD * 10' REAR YARD • 10' ALLOWED PROPOSED „ wortoO1 Gorfe/VPOot.Goolo4 Ouive SAM Al;onee 4048* ' ed7.: Fedora; WA,. WA 1141441S ArChiteatuni/Uftse Pa '1 J MIME/ ERVIN ROWAN STATE OF WASHINGTON • 35' * (f Entry Portal Only) REQUIRED • 1 SPACV/10 • GBP OR 6,100/100 * 61 STALLS pkbroko * 44 Et&mDARD (9'X 19') 25 CONPACV (O'I 16') 2 MODICA)? (9'X 19') . 71 TOTAL STALLS.PNOVIOND INP11.1s4C- RECEIVED CITY (-•W ThIONILA NOV 2 6 'Oil PERM-I-CENTER -4100 00006.01 Ahm**E.490stOr Of' tir*:01/n1414V441'4'4043414"0;' '..$11W0001H26/ 9.00;0, 144101* 4 most,. No H, 41mAh* ' •*46$061,0; Pio, -chuntyi 0.00/100016-600640db *A to,210,00.0.91khing 041, soDAD4110% 016,ter,At.6641 600611wAst., feett %holm* b 81.4ksOl* w 0040,1h* *0046 11** ot 40411 otoOthOhoi efun4404.1! 64 4h� iibut01.04 LOOkustei 0-461,o54iwt tor!hil west Of.**04;entex'Peitiv*I1 th09,40.1,i114-Vr32' t A14149 **AC' weee:ospou .0. 6400000 �l •ooto tio ANA** latc.iptintOistif 1�i 4d . 06s9.14: pionf .10*-vi*:`to, ttititt- taavitkil tSdiuils 79,; .47 :roe thektgl; WI 0/090 •ka* Wathilis * itiOtktop . 4414,$ ‘• oft 66'6 01E0,4-0 07,20-1 Litt thirvqgit .0041101' !nil", -1,0060,?* teat, ,to tx10,40 pot*it boolowAiii; :1rwavait 66P11;1611 6106011A of 660,6*-tisilts: 660006 01069115.le 0 41,416000 of 11.60 ftwott fibba#4 40_ taftifl° 0/ '0, Vilte ),?4,0e Ow** orkos • 10-; I . ofEMENIOMM 1616•. fisiter, itbesoti ig ite°131426•' it Ai 4.11461106 git .11fr4-04 461612 61 .6 66,110060 6061.64016; thert.mi *- a101; 0.rftiA4O; 0600a4Ant �n li:wwarvii to thit.t4Ohtii ,t,ht centor eit.whioh bike* 8.0011$4t1, * hO#4frtildiuit 440*27 011.ti-,44.Arc: dletendo 0‘, 1064616•* ttatitivie'e ofm*til.4110- of 14 14,4Q01 Ahaeleo ,prir•26!.100 41,40tAlif0 Of 331/9,10014 ::660iigii 8 04.34f26 IS 2 -A-diamoftur oI **4* ,ItesAt..k404,041 * 61 41!1,,v6.6.010tAnte of S476 144e.to the.00661.11,00 01 040 •0‘10,10A ttu*Ittpr p •outtoftst% talk •tiiotic*: a Aro% to- iptia rue *'ittoitakne• ot • 40000 iNtt to the poet :00466 atleottscgthtfii 4141:," 8 gteggieggs gl ostvlit 016toncii 111,111:31: feEt 0411 trio point • /40101,4 • • • ; ■ ftillfkilitillm'illgi'll'ffillitortrIliiiiiIiiloilillrforfilloit.411iiiiitillitililloilltirilfitiiiiii ISUILDING HEIGHT: coonsileir 144 A:tic 6,100 GRP V-N, NON-EPRINKLERED A-3 RESTAORATA C-2, COMMUNITY RETAIL FRONT YARD - 20' SIDE YARD * 10' REAR YARD • 10' ALLOWED PROPOSED „ wortoO1 Gorfe/VPOot.Goolo4 Ouive SAM Al;onee 4048* ' ed7.: Fedora; WA,. WA 1141441S ArChiteatuni/Uftse Pa '1 J MIME/ ERVIN ROWAN STATE OF WASHINGTON • 35' * (f Entry Portal Only) REQUIRED • 1 SPACV/10 • GBP OR 6,100/100 * 61 STALLS pkbroko * 44 Et&mDARD (9'X 19') 25 CONPACV (O'I 16') 2 MODICA)? (9'X 19') . 71 TOTAL STALLS.PNOVIOND INP11.1s4C- RECEIVED CITY (-•W ThIONILA NOV 2 6 'Oil PERM-I-CENTER -4100 00006.01 Ahm**E.490stOr Of' tir*:01/n1414V441'4'4043414"0;' '..$11W0001H26/ 9.00;0, 144101* 4 most,. No H, 41mAh* ' •*46$061,0; Pio, -chuntyi 0.00/100016-600640db *A to,210,00.0.91khing 041, soDAD4110% 016,ter,At.6641 600611wAst., feett %holm* b 81.4ksOl* w 0040,1h* *0046 11** ot 40411 otoOthOhoi efun4404.1! 64 4h� iibut01.04 LOOkustei 0-461,o54iwt tor!hil west Of.**04;entex'Peitiv*I1 th09,40.1,i114-Vr32' t A14149 **AC' weee:ospou .0. 6400000 �l •ooto tio ANA** latc.iptintOistif 1�i 4d . 06s9.14: pionf .10*-vi*:`to, ttititt- taavitkil tSdiuils 79,; .47 :roe thektgl; WI 0/090 •ka* Wathilis * itiOtktop . 4414,$ ‘• oft 66'6 01E0,4-0 07,20-1 Litt thirvqgit .0041101' !nil", -1,0060,?* teat, ,to tx10,40 pot*it boolowAiii; :1rwavait 66P11;1611 6106011A of 660,6*-tisilts: 660006 01069115.le 0 41,416000 of 11.60 ftwott fibba#4 40_ taftifl° 0/ '0, Vilte ),?4,0e Ow** orkos • 10-; I . ofEMENIOMM 1616•. fisiter, itbesoti ig ite°131426•' it Ai 4.11461106 git .11fr4-04 461612 61 .6 66,110060 6061.64016; thert.mi *- a101; 0.rftiA4O; 0600a4Ant �n li:wwarvii to thit.t4Ohtii ,t,ht centor eit.whioh bike* 8.0011$4t1, * hO#4frtildiuit 440*27 011.ti-,44.Arc: dletendo 0‘, 1064616•* ttatitivie'e ofm*til.4110- of 14 14,4Q01 Ahaeleo ,prir•26!.100 41,40tAlif0 Of 331/9,10014 ::660iigii 8 04.34f26 IS 2 -A-diamoftur oI **4* ,ItesAt..k404,041 * 61 41!1,,v6.6.010tAnte of S476 144e.to the.00661.11,00 01 040 •0‘10,10A ttu*Ittpr p •outtoftst% talk •tiiotic*: a Aro% to- iptia rue *'ittoitakne• ot • 40000 iNtt to the poet :00466 atleottscgthtfii 4141:," 8 gteggieggs gl ostvlit 016toncii 111,111:31: feEt 0411 trio point • /40101,4 • • • ; ■ SCALE: 1"=20' 18" C.I" IP TROUGH / LLEO_Etg2. bFH IOWV OWN IOGV SD SS IONIC FIRE HYDRANT WATER VALVE WATER METER GAS VALVE STORM DRAIN SANITARY SEWER SURVEY MONUMENT IN CASE PK "PK" NAIL kst ROCKWALL 4' 1 MAX. HEIGHT W/ BIDDER DESIGN GABION CRIBBING FOR WALL OVER 4' HIGH. SEE DETAIL SHT . C- ; ■ / / �tl 1 ■ 16' -611 N 11 I ( II r 1 i II L. • EXISTING ASPHALT PARKING • • 9 LF 12" ADS N -I2 • 0.56% LONG WALK OIL/WATER SEPERATOR n\ CB *9 (TYPE II) \ II \\ I W/ SOLID LOCKING LID II \\ R!E IM 20.242 5 ,50 _ \\ . �' � 87'55'53" •� _,� . 5s�.o0 150 LF 12" ADS CO CB *6 (TYPE II 54 ") w ® N -12 a 2.50% -_\ RIM 2100 IE 11.08 (8 ") IE 16.15 (12 ") \ I1 LF 8" ADS N -I2 • 0.5% EXST. SDMH '12 RIM 20.01 IE 1631 (SW • GNP) IE 15.91 (NE c=Mp) EXST. cB *5 ADJUST RIM 19.00 IE 16.50 1 LF 12" CONC. • 2A3% SDMH RIM 20.64 1E 134,4 (W) IE9.84(E) aQ - 54" SD - I I 88M4\• II RIM 20 .60 II IE I4.9O (NJ E t W) r' n I STREET HT W/ IBM 4'X4'UGVLT. �^- • 2' X 2' 9I['sdldl_ 6" PAINT STRIPE -, CB *'1 (TYPE I) Iz a" PVC SS -- _ -A I\ IE 16.'10 _ IMO" 11111 II� i 100111111:17.1 2'X S'H1SIC� 0< -r �° Imo_ SPEED BUMP s - -5 2' X 1' LT. BOX o- 2' X 2' SIGNAL 50X -- 4' X 4' ELEc.. VLT. 2'X4'W1 VLT. STREET LIGHT CB *1 (TYPE 1 112 ") II RIM 22.00 OE E 14%48(12" \ I 10.56 42") fit . 1I' -6" O.A. NN kit Os • IE l(o,63W/ A / 0.x0%1 RACK wI �!- PAIN D GAS N I EXST. CS RIM 19.51 IE 18.51 (W 4 ") STREET LIGHT I-+- -- CONC. CURB a in SIDEWALK N O r- 111 1 to Kl CB *3 (TYPE RIM 20.80 IE 19.16 C5 *10 (TYPE II) RIM 34.00t/ / 3 / IE. 23.00 t / �r RN41028'��i0 �b I4'14'40'/ / L*10200( / //// / / / // /f // / /' / //, / �/ ' /'/ / / //7 / / / �r! fO d to // // / / / // /R TIES ARE Ery j SHOWN TO SCALE );TYr)/ /// ////// / / �/ 2 / 6" ADS N -I2 ROOF DRAIN LEADER. SLOPE • 0.50% MN. TO CB. (TYP.) •r s r •` OM HMI AM r r r r r t• -- - -- -�.'. WWI I_ ll_ ■err 7•w. rYr ■ ,Nr^ -- Me MN w - •r •Nosa1rrrrm-Irro mow ■• i- rw_MI= a._ •r 11•1••, a• rrr•,.►•• LANDSCAPING z OIL/WATER SEPARATOR CE *11 (TYPE II 54 ") RIM 21,80 IE 18.69 (6" 4 8 ") IE 18.36 (12 ") GV TELE. PEI". CB RIM 19.68 1E 18.68 (E 4 ") MO NNS..W SIXSIIN Ar t 111 + • UP UMW Mk IIMIRtl /O MMt M tA4 .pt 4l>. IE 1829 (GB *4 (TYPE I) RIM 23.10 IE 20.16 B0LLA vEP LIN- ELEC. BOX \ GAS SEE M -1 159 LF 8" ADS N -I2 • 125% 4" SAN SEE 11 -I CM *2 (TYPE I) RIM 20.50 IE 18.18 • • 11'25" W 38.00' LANP8CAPE AREA 13 LF 12" CONC • 0549 1 LF 8" ADS N -I2 • 1.299'0 2' X 2' LT. BOX . EXST. DRIVEWAY ENTRANCE a 0 , �► u not 611 ,eafriF 9,1 gA'51'25" W \6'5.00' \ a dl SA11.1.1 PAVING w I PROPERTY LINE. 4 I MATCH NEW PAVING �t W/ EXISTING PAVING I\ TO SOUTH. APPLY \ c, SEAL COAT OVER • JOINT. I d 1' N 88'51'25" W 195 .64' BAWCUT PAVING • PROPERTY LINE. MATCH NEW PAVI W/ EXISTING PAvi TO SOUTH. APPLY SEAL COAT OVER , JOINT. 1 CARAPJECt_galainTIES 395 CY CUT 915 CY FILL 520 CY NET FILL P9#<1112.. STALLS I FIRE SPRINKLER FIT LOCATION. SEE DETAIL-171-11S SHEET. WATER LINE TO BLDG SHALL F3E PER SPRINKLER CONTRACTOR. S 01'08'35" W/ N 01'08'35" E 12.00' 12.00' CIS & jam, UNE 3/4" t BARS MAX. 3" SPACING WELD ENDS TO FRAME EXST. "CARRIGE HOUSE" II 26 COMPACT: 8' X 16' 43 STANDARD: 9' X 19' 2 HANDICAP: 9' X 19' LAYCUT :EL;c. W w is G" (CIS CA Ltt.-'T. T REVISED PER CITY OF TUKWILA REVIEW. • 1/2" GALV. BOLTS 3/4" t FRAME 4 EA. 1/4" X 2" X 5" STRIPS UNIFORMLY SPACED AND WELDED TO 3/4" ± FRAME. CB RIM 19.94 !E 18.34 (W6" CMP) NOTE: ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). TRA$14 F°' Cif O Yi AIJ NTS B Denigned -45 Date No. J.H.S. Approved Drawn J.H.S. Scale , 1 " =20' Date OCT. 1991 Revision Doscri tion Checked B.J.H. Pro ecq: No. PWFO t 01 PEI /Barrett Consulting Group Civil /Environmental Engineers • Land Surveyors • Planners 720 South 333rd Suite 200 Federal Way, Washington 98003 11 /1 1 SDMH W /GRATE RIM 20.85 IE I2.35 (N) • AMP to 1 all Pe bow uu mot P.,: 1 Int__.,. MUr +llai+r1WlR.: 110 1i1.1i ice',.. ....., 4. m®i r ruii►1+6d tut r r+N it:as p >,a WV 14 33 I 11 FH ∎At-, 'FID4 BSMH 1 / RIM 21.18 5_ _6/ 1E 10.13 (W, N 4 S) MISIMI Pi la ■11 M a. wiry,. Phone: 838 -6202 (Seattle) 927 -1839 (Tacoma) KING FOODS TONY ROMA'S - TUKWILA, WA �I�I' Iill�l.IrlrL.� +�Ilil��.rli: ll�p �l�L'1rr ill�liliF' �Iifi IIijil�,,111 1 .� .. I__ 1.I . 2� 31 41 ...5I 6. No.18 erss- I[ i�II iii W41 �ml iid111ilmd1m ai l GENERAL NOTES I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA ROAD STANDARDS AND CODES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIOKAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIPEMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF TUKWILA. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF TUKWILA'S REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN. OVERLOOKED OR MISSED BY TI-IE CITY'S PLAN REVIEWER ANY VARIANCE FROM ADOPTED STANDARDS I5 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF TUKWILA, PRIOR TO CONSTRUCTION. 3. APPROVAL OF TI-115 ROAD, GRADING, AND DRAINAGE PLAN ia0E6 NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (EA. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE J08 SITE WHENEVER CONSTRUCTION 16 IN PROGRESS. 6. CONSTRUCTION NOISE SHALL 15E LIMITED AS PER THE CITY'S NOISE ORDINANCE. NOR'1ALLY THIS IS 1 A.M. TO 10 P.M. WEEKDAYS AND 9 AM. TO 10 PM ON WEEKENDS. 1. IT SHALL BE THE APPLICANT 'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPPOOVED SET OF PLAN: THAT MEET ALL REQUIREMENTS OF THE CITY OF TUKWILA ARE SUBMITTED TO THE INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL 5E NGVD -1929, 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 51 3,02 OF THE APWA STANDARD SPECIFICATIONS. II. 12. ALL UTILITY TRENCHES SHALL BE BACKF1LLED AND COMPACTED TO 95% DENSITY. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS I8 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL !BE RESTORED IN ACCORDANCE WITH TMC 4 CS. 14. THE CONTRACTOR SHALL 15E RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW 81-1ALL REQUIRE AT LEAST ONE FLA SGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE MOOT STANDARD SPECIFICATIONS 1 -0123 - TRAFFIC CONTROL, SHALL APPLY. jOTE: ALL WORK SHOWN ON GRADING PLAN EXCEPT THE FOLLOWING SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR: 1. FINAL CONNECTION OF UTILITIES TO BUILDING. 2. ' FINAL CONNECTION OF DOWNSPOUT TIGHTLINE$ TO STORM DRAIN SYSTEM. 3. PATCHING AND REPAIRING DAMAGED A.T.B. WHERE REQUIRED. 4. TRENCHING 4 BACKP LLING FOR NEW UTILITIES 4 FINAL STORM CONNECTIONS. 5. INSTALLATION 0 2" AC PAVING, ON SITE SIDEWALK/PAYERS 4 STRIPING. 6. CLEANING 4 TESTING OF STORM DRAIN SYSTEM. 1. INSTALLATION OF RUBBERIZED RAILROAD CROSSING SYSTEM. NOT I. SLOPE SIDEWALKS TOWARD c . B C (2%; 2. SPOT ELEVATIONS SI-10LLN ARE FLOW LINE ELEVATIONS. 3. MINIMUM RADIUS FOR EXTRUDED CURBS 18 I'. 4, FOR WATER, GAS 4 SEWER LAYOUT SEE MECHANICAL PLANS. 5. THE CONSTRUCTION AREA SHALL BE CORDONED OFF FROM VEHICULAR AND PEDEDTRIAN TRAFFIC UTILIZING THE COMMON ACCESSES TO THE SOUTH. 6. WHERE DISCREPANCIES IN DIMENSIONS 4 LAYOUT ARISE, BHT. A -1 (SITE PLAN) SHALL GOVERN. CONTRACTOR. SHALL LAYOUT SITE 4 BLDG. LOCATION PER SPIT. A -1. RECEEIVED. CITY.OF TUKWILA NOV z b 1881 PERMIr CENTER Field Book Vol. 3 Bk. 70 ACAD No. STORM DRAINAGE PLAN • PWF01 B -20 Sheet C.2 k .1 484 A 2' WIDE MIN. ASPHALT TRANSITION TROUGH/SPLASH APRON. PLACE AROUND C8 GRATE 4 MATCH EXISTING 18" CMP. 8" MIN. THICKNESS OF 4 " -2" QUARRY SPALL 1" MINUS WASHED 6 PERF. PI CONNECT co 4 n ►p • 4 ► p ►p ••A.1:1• A►D►D4 ► 4 4►D►D► A. D>D • D•A► D► 4O 00 OC> 4, OP a0 00 0 0 ftt NOTE: SECTION IS CONCEPTUAL ONLY. CONTRACTOR/INSTALLER SHALL SUBMIT DETAILED DESIGN 4 CALCULATIONS TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION OF WALL SYSTEM. FIN. GRADE F1 R FABRIC I 100X OR QUAL. • SEE SEC. 5.01 TMC 4 C8. 4' -6" PAY LIMITS EXCAVATION ONLY A . ON PRAI`1E * LADDER OR STEPS OFFSET. SEE NOTE 5. RIM ELEVATION PER PLAN. OVERFLOW ELEVATION TO PROVIDE DETENTION 4 OIL O SEPARATION. �+ PIPE 8'UPPDRT(6): 3" X 0.090 GAGE BOLTED OF IMI;3EDDED 2" IN WALL AT MAX. 3' SPACING. MIN ONE SUPPORT. OUTLET PIPE SEE NOTE 6. I.E PER PLANS TIO NTS l• CATCH BASIN TYPE II 1134" DIAMETER SEE Dui. NO. 3?. TMC 4 CS. ELEVATION ROUND SOLID COVER MARKED "DRAIN" W/ LOCKING BOLTS. SEE DWGs'S. NO. 49 450 TMC 4 C6. STANDARD GALVANIZED STEEL LADDER/STEPS. SEE ma. NO. 39 TMC: : CS. CLEANOUT GATE: SHEAR GATE. SEE DWG. NO. 53 TMC 4 CS. INLET PIPE OR PIPES I.E. PER PLANS OIL/WATER SEPARATOR Desi.ned J.H.S. NTS 10/15/91 Date REVISED PER err( OF 1UKWILA REVIEW. Revision Descri Lion roved Scale AS SHOWN I Date OCT. 1991 Pro ect No. Pwr0103 NOTES: 1. 19 • I' MIN. 5' t 15IO ►i 4L E SECTION A SEE SURFACE, WATER MGMT. DIY BULLETIN "MULTIPLE ORIFICES" EFF. SEPT. 1, 1985. 2. PIPE SIZES AND SLOPES: PER PLANS. 3. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 4. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. D. FRAME 4 LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOIUN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 6. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 ". E'IAN_YIEW 0B 1/2 "* I' -0" r PEI/Barrett Consulting Group Civil /Environmental Engineers • Land Surveyors Planners 720 South 333rd Suite 200 Phone: 838 -8202 (Seattle) Federal Way. Washington 98003 927 -1839 (Tacoma) 1 " ■4' 4 114 TRASH RACK 3' 1510SWALE SECTION 1 1"-4' to MIN. TFUCrea OP 404" GAMY !PALL 1" MK•1J0 WAe14 O r4ocK `0 f Pr• ip GO SGT TO 19LTpl, FA6lI�IG MIPAFI gook O1 • en etc. a .01 TTIC a CA. PAY LIMITS 11)4CAVAT$ c•.Y L1� CONCEPTUAL. CUT ; ! TON gQ UJ L i� DETAIL NT8 NMI el[GTIGN la OONCgpTUA/. CiS.Y. CONTRACTOR/0144L CONTRACTOR/0144LEIt $HALL r Ge29'AI1.40 Dl$1t a G4LATIG * TO CITY V'AL TO CONST1 ICTIcH c uw.L eYeTEM PIN.PIN. CstRAPU DRAINAGE NOTES / \ 1. PROOF OF LIABILITY INSURANCE SHALL 8E SU1 MITTED TO PUBLIC WORKS PRIOR TO THE PRECQNSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 1- 01.3(1) THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRAPE 60 THAT THE ENTIRE PIPE 15 SUPPORTED 8Y A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE 61-1ALL E5E GALVANIZED AND HAVE ASPHALT TREATMENT 1 OR BETTER INSIDE AND OUTSIDE. 4. ALL PRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT • LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PER1'1ANENT RETENTION/ DETENTION FACILITY SHALL WAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46, 41 OR 40, WHICH INCLUDES THE STAMPING UOUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF CITY OF TUKWILA" CTA1C 4 CS 1.41). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL SE OF SUFFICIENT LENGTH TO PROVIDE A MINIt" "JM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS 814ALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (INC 4 CS 1.03(J)). ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST 8E OF SOUND QUARRY ROCK, pLACED TO A DEPTH OF I FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 "- 8 " /4O% -10% PASSING; 2 "- 4 "R.00K/3O% -40% PASSING: AND -2" ROCK/10' -20% PASSIM. INSTALLATION SHALL BE IN ACCORDANCE WITH TMC 4 CS DRAWING NUMBER 51. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY OF TUKWILA. STUBS-OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITAI3LY LOCATED AT THE LOLL ST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOIIA'JSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND OTHER OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL WAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STOUTER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 13. OUTLETS ON EACH LOT SHALL 15E LOCATED WITH A FIVE FOOT HIGH 2 X 4 STAKE MARKED "STORM" OR "DRAIN." THE 6TU13-OUT SHALL EXTEND ABOVE SURFACE LEVEL, 13E VISIBLE AND BE SECUP ED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO LINDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 104 AND, IF NON - METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETENTION FEATURE. D. DRAINAGE EASEMENTS ARE REe UIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (EG. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUT3 -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED 8Y THE LOT HOME OWNER. NOTE: APPLY BONDING AGENT TO ASPHALT BEFORE INSTALLING EXTRUDED CONC. CURBING. 2" ASPHALT CONC. CL. B 4" ASPHALT TREATED 13A8E 12" PIT RUN GRAVEL 1:5ASE 95% COMPACTED DENSITY 2 1/2" 1 1/2" R (tl•T') 10" 2 1/2" '0o . e0Q ' Ai . VI 4 j 1 �� 7 S � � e 41% °' d A , V 4 % / 1 O ° 44e 4� 1 0 A 1 I1 d sd d d ed d 461 d 46146,146V d 46V A 141 A4 :id •4 •4 0 00 0 A p AO C0 U�A p 60 O%20 C0.p 0 O p Oo 0 O �O O I4 � 11 4v _ 14144 44 0 090 0 w0 0 0900 090 000 O OWQ 0 0 O 00�cfl 000000000 000 00 0Cap 00 000 00s sV 4 d 7 44 asV 4 V1e A. 0 0 0 0 0 0 O :o Q O 0O �0 00 0 Q 0 0 0 ° 0 % 0 %6o0':03OQ 990 0 9510 0800 04,90 0400 fc t300 %%00.006 000004"""0 00° 01%%0C$ C 00000 60° 230° 0 004 g Q 0QU QO4 000 o go00 MIRAPI 500X FABRIC OR EQUAL. i ELM VIEW CB .I! 1/2"•11-0" n l I-- • i rlll� .. 1.. 2 1111 )1rlr1i rrr 3 CURS 4 'AvINc TAIL. SCALE: 1 " -6" RECEIVED CITY OF t JKW11LA NQV,.2 6 1991 PERMIT CENTER KING FOODS TONY ROMA'S - TUKWILA, WA, iLiLi I l llolilioinililili��l�l�� 4 51 k No.18 16' itiiiI' lilit ilk fk�l1ii6 liiliirl +itik lll 9 l llliil 9 I1lb tl {If1 g fi llitiIllfl, tilt STORM DEYAILS & NOTES Re. 1,0 a i .-re l sT I N,G 1- In" T' It. WATER MET'eFZ Wit HIN C.LIRe) vrEI; HANICAL. JOINT PIPE - CONNETIO N 5 2" TYPE. K CoPP -t . 12IELECTRIt. VNION I -y2. "IRRIGATION MTEk(E.x5MPT) 5E,E. 'bH1' L -2- SAUDI,.I '' . @ S' p 6E,Low TAP, GRPOe SI �. S'RINKLZ 5.E 54F 1G2 50, SEWER. SAS �-MENT .� SHEE.r CI - CON N EC'. T" I O N r0 5E PET ERM I NE.D eY PI RE. 5PR I N KLaR I.5 I CAN, X I�TI NCB i O" WATER MAIN s' t f5ELoW (,RACE, WATER SERVICE OIAG'AIY uo SCALE f NN"N I� R I CHAT I O N WAT O R MOT F-Z t EXEMPT, 56E SHErT L.-2., .XI51'IN& 1- 1/2" wAr.R vie„-r 1 E.LOCATC TO WIT} -MIN PLANTER SPRINKLER err 4. FIR SPRINKLER SE.RV I CE PIPING. See SHEET C2 NN. t. E)06T I N ra 4' IO "0 PIP $pUN CO AR`( LIMIT O CON"Z.CT ION ////tr///////77/ XIsTIN&E.THAN ALLEN SUILPIN CgX1aTINCi) II a t 2.0. 3o•I 6. IE 20.3o (5 4) POINT O CoNNE.CTION VERIFY INVERT AT I0INT OF CONN PRIOR -RD INSTALLATION O ANY UNDECZ.GRoUND 3AN oR. eAJILQING Wh.TE " +' V A CO PLAN E 2- txA�IpNO M.A_l WSP ,, IClN PLAN POINT -r Op ONNE T CON ' x,X4 WYE w/( " PLUG INt.CT Nast PIJROTOE 1 SECTION EY\IVI-INCiCtix5 ef..42NICZ • M:'C R'7o 'E'E ReMo'ED eY thlk5VA. 10:1". '1 INTERCEPTOR $IR S DEBIG) CRI'l'ERXA SOURCSt 1988 UNIPORt1 PLUMBING CODE - APPZNDIX ' H • 0O146xxoh1L KITCHEN WITH DTSBMPIERER } STRING r LAt EA or MEALS wAsTE mow RETENTION PER NUM HOUR X RAM X Tr NE NUMBER OP MAW p$* ,PAX 4WOU* • WASTE PLOW RATE RETENTION TIME +r STORAGE FACTOR r 164 MEALS /HOUR (RESTUARAiiT SEATING .CAPROIT* 6 OPN /REAL 2.5 Rims r 2.50 EASED ON 12 HOURS or OPERATION' (ACTUAL i 11 HOU1I8, 11:O0itm • To 10 0 00pm), AND IwrupoLAT11i2 BETWEEN FACTOR Or 1.0 AA 8 HOURS AND 2.0 FOR "16" HOUR$ OF OPiVtATIoN. INTERCEP'1"Oi CAPACITY * 164 X 6 X 2.5 X 1.50 di 3,690 GALLONS LIQUID CAPACI'T'Y (MINIMUM) INTERCEPTOR MANUPAcTURiZR AND MODEL NUMBER: PACIFIC INTERhATIONAL PIPE & SNOIN88RIMO MODEL 5106 INSIDE AREA - 7t-0* X 22' *Ow $! 84.0 SQUARE FEET X .7.451 aM.LIAoi!a�/Cubic, PENT * 628.4 0ALL099/YE9TICAL PEES! P 6'-6" OPSMAP/WS DBPTII, LIQUID CANNA .'Y 0 4,065 GALLoNS 'NORTH a.- ABBREVIATIONS 4.138REV. G'EsCRIPTION 5AN.0 5' 5AN ITARY SE'IVIER PVC POLY VINYL CNLoRAAOE. PIPS EX, E15TING MN MANHOLE IS INVERT ELEVATION NS NORTI 1 e.P.sw'T" • 'OU'THVJeeT" 5 sou-r MIN MINIMUM CO GLEP'NO UT CAPI -I CALL OI\15 PeR HOUR MSH THOU5ANO 1512,t1'1 1-1 11-1 MA.L.. UNITS Pesz HOUR I AIR TERMINAL SCHEDULE. • SYMBOL DESCRIPTION LOD -# . , LA1t -IN C'ILIHG` DIFFUSER, 244'X 24" PANEL, KRUEGER SERIES 1400, . PRAR$.23, W/ R- 1O.OPPOS16ti'BLBD1fir`DAMPER 81-•R,GS -15 ETRAI0HTENING GRID. - 1,.IMDICATES 1ZEgx `SI,Ei$: . ACD-r ' SURFACE 410UNT CBILI1 G DIFFUSER 12" X 12" 'MEP 8I59, ', KRUfGIR ;BRRXE9- 1400, FRAMI. 2Q, W/ *t -10 ' OPPO81ED ' BLADE D?3 PER. & i0G5.4 $ MiW TENXNA 0Rxf1. # 'INDICATES NECK SISE. CRR. ;0040. ;IE wet REGIS XX0X00R MODEL E C'-5 TB 4/2" X 3./2' ALUMINUM WITH OPPOSED BLADK DARTER C t. • -C ZLrNG »XHHAUST'(R;4411 sot$ is C1 it wngot; 'otaD 4R0 ILING *BAUS * OR%L , $AMB AS OBR ' WITHOUT ORS 8>!iR SIB ' 403. TER. AR 6GER MODEL. 5815 W/ , ORD, FRAME . STYLE 820 • . MECHANICAL EQUIPMENT 8YMBOL: ':'DESCRIPTION AC1 SINGLE PACKAGE GAS HX11T, ELECTRIC COOLING UNIT .; TRANS. MODEL YC0036A3, 3.0 TON ROOFTOP MOUNTED UNIT WITH CURB COOLXNO OAr .-' 30.4 NBH, HEATING CAP - 63 NUB, 80 .MBE GAS INPUT 1200 . GYM' 0 0.40 " ESP, FAN SPEED; - BICH, MCA•• it 20.0 AMPS. NOM, a 30.. AMPS,' 208V /3PH, , ERR ;a 8.55,. PILTERS -, (2) 20 X 25' X'1, UNIT WEIGHT e: 725 LBS. PROVXDE ECONOMIZER OUTSIDE AIR INTAKE SST AT 300 CFM O.A. TEMPERED OUTSIO9 "AIR FR014 MAU -1 SHALL BE SET AT 420 CFM 0.A. AC -2 SINGLE' PACKAGI3. OAS HEAT, ELECTRIC COOLING UNIT THANE' "DE YC',OO48A3, 4.0 TON ROOFTOP MOUNTED UNIT WITH CURB 0001iING ' CAP • 47.0 MEH, HEATING CAP - 71 MU, 90 MBE GAS INPUT 1680 'CFM @: 0.50" ;ESP, FAN SPEED A.. HIGH, ` MCA` a 28.0 AMPS, ' MOCP - 35 :aMP$, 2009/3/41, ; , . EER u 8.60, FIi1TEP.$ 0 12) '20:X 25 X 1, (J1 YT WEIGHT 0 726 L$s. PROVIDE EcoNoMISER Oti'r8IDE AIR /NTAXE SET AT 420 CPf O.A. TEMP,ERRD OUTSIDE AIR PA04 . HAU' 1; aggit as am? At 1260 CFM O.A. AC -3' ' !TINGLE, PACKAGE GAS HEAAT, EI,I�ECTRIC C¢OLTN4 UNIT TR N]' :MQD8L �tCD14O03t i3O.0' T'ON• itooPTOP- RQUNTED .UNXT WITH C41R8 .,. yid cip . 0 11$'.0 ESN, }MATING CAP • 11,660# 180 MB> GAS XNPUT J�J 400 CNik 0.70" EsP 0 . 11D S`IABLE :SHEAVE DRIVE. 14tTA: a '59. Apa, 140CP r' +?0 i, 2O8V''/383'i, . HER id 940 1�I.L!EMO* (3) 20 S( 20 . X 2►, : (3)10,X 20. X' 2, VNZl' 1REIGHT is .1.600. L1M . PROVIDE :MOTCRXZEP Ot1fi$I13O AIR OMIT SET n1000 Cwt o.k. ' T $kED..OUTD ita : AIR °. ..;AU -1 $HELL OE NET AT 4.640 CFM ti. A: °4" 810 4114 PACKAGE AAa H, '-XLECTRIC`' 000L(NG 'UNIT TRAM' gqaala tat/4043; 12.5 TON a00110P � 10tiNTED DNIT `NITS cults L 0, 146: di lag, t ATIRiO' CAP *' .110` /Mk 150 XXX OA$.. INPUT ''9 000 D 0 7O''' , 1100 p, �L� `S nR��, $ RMPB, .3 00Th, )�9 �+ $.7. F1L'i,'>;fRS�, , ( )2O X'20 X. 2, (4)20.X Ms x' 2, uN #T tomtit m 1960 LBS.', ?ROV•XOE;•*i O•ZEIy .OU'i!StIDE`AIE MAXI BET Ate 1250 M o.A. x8 `14RED OUT8IDR AIR FROM MAU0-1' SHALL BE 'SETT AT 1910 CM O.A. 1TP -1 MOT& EXHAUST PAN, PENN COMEX MODEL • 1/6 04 12OV /1P14 . 14I RCroKtlRE AND :RAO1WRAP"1? A1135', 650 CPR 8 0.375" TOP DAi�lPRR, 75 Lam.. S.. . 69511, 2,000 C.II'M 80.375" TSP" KDRA?T DARTER/ 120 LBS. ` Et t ROOFTOP EXHAUST FAN,: PENN DtX DEL 1/2 8i*, 120V /1PH, W/• ROorcUPB AND NY-3 " �"' IntAtJST VAN,' PENN Doff* X' MODEL AS45/ 1,500 CP'M 0.375" TSP 1/3 UP, 12010111, ,14/ 1`i0QtCUR0 AND HACK DRAFT DAMPER, 12 L@$. ' up lkIx gyms Wit WITRt :Mate: Vt T; . - 41ITE.11401 . t•1 Xi1`WXTK.S DI RE AIR THTAHH i�.00t,. X' ,IKT. `'Wall* -... ,. X , '' r w4 $KO•'Ttos . ... 0 PI . . . 1X11 . Pi 'EtJR$Wk • tt R `' $ 1 INCH MUST!! ROOF CORE.' UNIT SMALL $E. U.L. LISTED 11G, CAPACITY 0 295104 5230 S 0.75" TBP, 20P,' 2089 f3PH TINA' 'Won i 380_ LEE Y i'r 1� 12� i Ft i T[ T I 6 iii�lsii•i iiiili�ii ����ih��t i�iiiiiii ���ilni i�ii�iiii i «iliiii I' iIIIIIIIII` i 5 I 'III��IIIIiII�IIIIIIIII.IIIIII� 1 1 1 No.18 e` °7 NWWHH E w" i'iihi iii1li1111til1ii1 CITY O i UKIN ILA IV'Lb1 PERMI•f CENTER POP-OP 3FAAY HEAD Wie40 PVC r %r1O 4b• An= love LAtWI VC *On: 10P OT LEAD WASH sTH nets (ACC (3) 11r WAVE t*TNIET ELLI TURF HEAD ASSEMSLY wAL t: HONE A;TER.,,,TE TURF OR SHRUB. TTUR,,,F HEAD NEXT TO CIJRi OR WALK SHRUB MEAD 61:11L• Now QUICK COUPLING VALVE -SCALE: Hank TO BE UU FOR PRESUF3304O SYSTEM 2 I, I R CONTROI.J.ER OUT"' AIM DRAIN .HEAD SCHEDULE SYHRo: CAT: NO. DESP CRITIION Lawn A1604-10H-LA Shrub Heads .01812.10F -LA •�. T' 10H -LA . " JOT-LA 4. 10Q --LA •1404 AnamArc own 1 01. n MA °N._ T'a? RAXNBIRD HALF CIRCLE RAINBIRD FULL CIRCLE " HALF CIRCLE 11 11 THIRD 'CIRCLE QUARTER CIRCLE 11 BUBBLER -FULL CIRCLE VALVE SCHEDULE VE .NB x VE M +'E 1 2 3 4 5 6 7 ,3 i.w P070110 (141 YALYY saw 01". 0 1?� a■uelsq,J •••I•0 St° y, air iti 1$11•S oist • I►EVAUCH me. A° CLs •D I4 1`r - /•►r.0 U/..1 •1# 1..v.arwrr 11111 lll 11- \ImIGimil ice. r/M•K." p..f not u E C s C VIAl.:VE NOM PVC 1Rit[k PARNONO LOTS AND itaCwAUC$ MAIL a ;LED O �---^ Foes» GRADE LATERIA. PvC LIM ..1111.121. SEC.TR NN Rue®IR CAP liAR«!Tt =TEES s 0I WEE .CAT DR a° -MOH altot eQ OULE ELeO ANC NMPPtt2 • CLASS 1a Pva suave Ta to 8U1.00 PLASTIC uARtU stair' ELL VU. P 3/4• BRAS! SALL v� dE WNTH Roca • LOCaTt At 40M FONTS 14 UN[ MANUAL DRAIN V- DIVE. SG`ALL: UGC SPACING ARC. NO7 GPI. (Plastic) 10' 180° MPR .79 10' 36Ce MPR 1.57 10' 180° MPR .79 10' 12d MPR .52 10' 90° MPR .?9 3' 360° 1.00 Rainbird' i +ER .cP.ffi$ M Y M - JI I M !ISO :150 1t 1t 11 11 11, 11 M N 11 11 U N 11 It e! 22,0 Fir/ • Qij' , 12.64 23.23 ?,5. • SOHSDUL.I KA;IN _xLLUGATION_SNUT 0..f P+4 Mueller No. H -15134 -11/2 "Mark II Oriseal Shut Off with drain BACK, FLOW PREVENTER ainbird DCA 150 w /11/2" PRV (if necessary) DOUBLE CHECK VALVE CON'CR9LLER ' . 1ainbird ISC; 8 Wall mounted inside the building as directed by Architect.ALT. Outside- pedestal Mount with heavy duty metal cabinet STATION-VALVE NO. SEE VALVE SCHEDULE FOR SIZE AND GPM DR 1INJAT, MAS Manual Drain Valves -on main linc -1. Brass ball valve with orsmain lines and iy valve boxes on la 2. Mueller H-11007 or McDonal 10595 Valves- Plastic "King Drain ". Use only on 1 Varify acceptability with Owner prior Automatic Drain .:-- • SLEEVES 4" & 6" Meter .-- IRRIGATION LINE AND SIZE ,Main Line shall be Schedule 40 Lateral Lines shall be Class 200 Electrical Wire 14UF -1 t3ICK CO, Ue 5RLO Rainbird 1° Quick Coupler With locking lack key, hog& swivel, 33k valve key EPA fioecs3. tops. "T" handle teral lines ateral lines . to ordering." Provide 2049 0 WW ao,, r»..►wrrww ,Nfa.l .s li■. IKa SOMM M N T"/ ",s,t° yµ{1m E0400MWN/I Ft raw e l;. Shu 11 " irrigation Meter & Double Check Valve HOTS* 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE GFNEi4PL SPECIFICATIONS, AND ALL CITY OF TUKWILA STANDARDS. 2. THIS SYSTET4 WAS DESIGNED FOR 55 PSI STATIC WATER PRESSURE AND 50 GPM I IICH THE CONTRACTOR SHAWL VERIFY AT THE SITE IRRIGATION ice. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR WILE NOTIFY THE OWNER OR .A. BEFORE PROCEEDING 50 THAT ADJU9`CHENTS CAN ICE MADE. IT SHRILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE L.A. AT ANY T114: THAT DIS(RZPANCIES EXIST BETWEEN PLANS AND FIELD CONDITIONS. NOTIFICATIONS WILL BE 't"DE mama UPON DISCOVERY OF SUCH DISCREPANCIES. 3. ALL MAIN LINES WILL BE 9CHRWLE 40, BURIED A MINIMUM OF 18 "DEEP. LATERAL LINES TO BE MSS 200 BURIES 18" DEEP FOR ROTARY POPUP HEADS AND 12" MTN. FOR THE REMAINING HEADS. ALL PIPE BACKFILL SHALL BE SAM) OR ROCKFREE SOIL WITHIN 2" OF PIPE. 4. CONCRETE THRUST BLACKS SHALL SE AT MAINLINE ANGLE JOINTS AS NEEDED. 5. PIPING UNDER ASPHALT SHALL BE INSTALS IN SLEEVES '1O A DEPTH OF 18". SLEEVING SHALL BE 4" and 6" DIA. CLASS 200. CARE SHALL BE TAKEN TO PROTECT THIS SLEEVING FROM ERUSHING. SCHEDULE 40 PVC WILL BE INSTALLED IN AREAS OF HEAVY CONSTRUCTION TRAFFIC. 6. SPRINKLER LINES AT THE PERIMETER OF BUILDING SHALL BE LOCATED 6" FROM THE FOUNDATION WALL OR CONRETE MOW STRAY. NOTE; SET HEADS APPROX. 1/8" BELU4 TOP OF CONCRETE. * *HEADS WILL BE SET A SUFFICIENT DISTANCE FROM THE EDGE OF WALKS TO ALLOW MECHANICAL EDGING. (APPROX. 1 ") *• 7. AUTOMATIC CONTROLLER AND WIRING SHA L BE INSTALLED PER THE MANUFACTURERS RECOMRENDATIONE. CONTROL WIRE TO BE OF -UL LISTED COPPER CONDUCTOR, DIRETT BURIAL SIZE 14. TAPE THE CONTROL WIRE TO THE SIDE OF THE MAIN LINE EVERY 15'. WHEREVER CONTROL WIRE LEAVES THE MAIN LINE IT SHALL BE ENCLOSED IN A PVC CONDUIT. WATERPROOF WIRE CONNECTORS SHALL BE INSTALLED AT ALL SPLICES. 8. CONTRACTOR SHALL GUAF?►i7TEE COMPLETE DRAINAGE OF THE SYSTEM. DRAIN VALVES SHAD, BE LOCATED AT LOW POINTS AND MARKED WITH RUBBER COVERED VALVE MARKERS. 9. VALVES SHALL BE PLACED AT THE REQUIRED MINIMUM DEPTHS. VALVE BOXES SHALL KEPT FREE FROM DIRT AND OTHER DEBRIS. ENSURE THERE I3 THE SPECIFIED CLEARANCE BETWEEN THE BOTTOM OF 'THE VALVES AND THE TOP OF THE SPECIFIED GRAVEL SUMPS. 10. PROVIDE THE OWNER WITH AN ACCURATE CLEAN "AS BUILT" PLAN CLEARLY SHOWING THE DIMENSIONING AND VARIATIONS IN PIPING ARRANGER VT FROM THAT SHOWN ON THE PLAN. MARK IN RED ALL LOCAT,ONS OF DRAIN VALVES. 11. CONTRACTOR SHALL PROVIDE 2 MANUAL VALVE TURN ON KEYS AND 1 STOP AND WASTE VAIIFE KEY. 12. PIPE LAYOUTS AND VALVE LOCATIONS ARE AT TIME DIAGRAMATIC. SHOULD THE CONTRACTOR WISH TO DEVIATE FROM THE DRAWINGS HE SHALL FIRST OBTAIN THE PERMISSION THE THE LA*IER OR L.A. f1 *1St ; AeG1'O L u o'TI ON 62 i1 Mi" 1N o , UK 4iff,5I K4. ' (oi i oA'fl sty Yt. c coo e �S' 1X1,44 N , �5 c."; !NG, , III NOON . . NOMNOON WI Notes r1Tl' () T I i4:.\AliLA i l) d 2 b I;j`;! PERMIT CENTER ._v., • ° 11,1,1] I 2 4� I 5 No.18 el' L EI i TT 01 b 8 G 9 i I E Z WU ilii��imli�iiiiirIi► ���i�ii���iiiihii�iiiiliiiiriiih