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Permit D96-0001 - HOULIHANS RESTAURANT - TENANT IMPROVEMENT
CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 THIS CERTIFICATE ISSUED PURSUANT TO THE REOUIREMENTS OF SECTION 307 OF THE UNIFORM BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE CITY REGULATING BUILDING CONSTRUCTION OR USE AND ALL APPLICABLE CITY FIRE CODES. FOR THE FOLLOWING: Occupant: HOULIHAN'S RESTAURANT Permit No: D96 -0001 Building Address: 16840 SOUTHCENTER PY Suite No: Parcel #:262304 -9129. 'Owner: CAPITAL &'COUNTIES USA INC Occupancy: RESTAURANT Occupant Load: 337 Occupancy Group: A2.1 Type of Cor t: V- 1HR /SB TENANT IMPROVEMENT TO EXISTING RESTAURANT AND ALTERATION OF FACADE. PUBLIC WORKS: INSTALL NEW GREASE INTERCEPTOR VAULT IN THE PARKING LOT & CONNECT TO EXIST. SAN SEWER MH #10 NORTH OF THE SOUTH DRIVEWAY. NEW WET TAP APPROX. 65 FT NORTH FROM THE SOUTH PROPERTY LINE, NEW 1.5" PERM WATER METER & 2" SER- VICE LINE FOR THE NEW RESTAURANT. APPLICANT SIGNED THE PROPORTIONATE FAIR SHARE AG- REEMENT OR THEIR S 168TH ST FRONTAL IMPR LIMITS, BUILDING OF IAL DATE THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES 1' k * * **** ***k**** **Je*'* ** wk** ******** **k ** kkk*** k******k.Fk*kk**•k* CI1•Y. OF TUKWILA. WA TRANSMIT * k* k*• k**•*• k* k** k****, k*** k******* Ak** A * * * * *•k:k * * *A * * *k *Ak *k* * *k *•k4* TRANSMIT Number: R9'00540 Amount: 8.925.00 02/07/97 11 ::Y6 Payment Method: CHECK Notation: CAPITAL A COUNT' "Init :-SLB Permit No: 096.0001 Type: DEVPERM DEVELOPMENT PERMIT • :Parcel No 262304- 9129 Site Address: 16840 SOUTHCENTER PY Location: OLD GODFATHER'S RESTAURANT --- Total Fees: 13.398.71 •This Payment 8.9 25.00 Total ALL Pmts: 13,398.71 Balance: .00 * * * * * * * * *•k * * * * * *1 ******** * * * * * * * ** * * * *,t * * * * * * * * * * * * **** I. ** * * * * ** Rccount'Cade Description (amount • 000/386.908 BUILDING BOND /DEPOSIT 8.925.00 7 00 02/10 7717 TOTAL >. ,8925.00 02 -06 -1997 03 :56PM FROM *PAK MAIL *SEATTLE* TO 6823011 P.02 City r ` Tukwila moo$-- 501/ DEVELOPER'S PROJECT WARRANTY REQUEST FORM • .. -1, :7'0 fy�4.774•I'';';5',17-1,51.:7)7,......... � i7'iy1. 1if M.l. i' ~� ? r'. o7i.^V :. , rf ,4,:::�Fi�� :.-ii.";. ~... (e:7-. . iY .4 .i vrW. 7..:,"..."4-7-77:'%::"."" ,:..Ld ^ ...-/;,:::-:-..-.. '... 4, w '.1. .. J.rT .:.w ^ ^y '� I: Sr ...P 1 ... ti i ;.'k ... -. L. ;- V �. �.r r,... ...J�.� _ .._ ..w ........�. �kr...i�� ':�r:.v,w�w- ^. �.— ....�..a..:nc '.'Y" .....ws.nn`.: ���... wr`.-:. I'''::..., w.% r,•^" : :�:.ia,,_:.�_::r._...... ...:. NAME OF DEVELOPMENT: PARKWAY SQUARE DATE: 02 -07 -97 DEVELOPMENT ADDRESS: 16800 Southcenter Parkway PERMIT NO Th e5 L., . (�)(_)c,,,� CASH ASSIGNMENT NAME: Kathryn Kearney /Capital & Counties TL. NO. 415- 421 -5100 ext 16 SHALL BE REFUNDED ADDRESS: BY MAILING TO: 101 California Street. #2525 (please print) CITY/STATEIZ1P San anci s • CA 94111 0 a ''1' • OF ITEMS TO = COMP i• ( -t ERENCE PUWS/UMENTS WIIEBE_L�MS ARE DEScRi9ED): 1) Restoration of landscaping to clean, safe and presentable state (see attached estimate from Creative Color Landscaping) 2) Installation /repair of parking lot curbing (see attached affidavit regarding curbing repairs) As the owner or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount t of $ -$8,925.00- ($150% of value to complete work described above) and attach supporting cementation tor value of work. I will have this work carried out and call for a final inspection by this date: ( 02 / 11 i 9 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If 1 fail to carry out the work, I hereb a9thoiNz City to go onto the property to carry out completion of the above deficiencies. 1 further agree to • • ii'r•lete dill work listed above prior to requesting inspection and release of these funds. . SIGNED; ; i /, fY Ct.i' C. Managing Agent for Parkway S. 206 - 682 -3100 (SeaPac) TITLE. Gr gory D. Close, Vice President, SeaPac SIGNED: A OUNT; n . CASH EQUNALENT CRY RECEIPT NO. 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: i`.: a P'O.f:Lnbft Fes— :/Ja.V1• w.v.w.S CHECKED -Y; THIS FUND IS A THOR1ZED TO BE ACCEPTED. DEPARTMENT HEAD: (�-� -- DEPOSITED THIS DATE: - • t., ht. 8925 00 RECEIVED BY: RTI 7LICr L /rak 7 . . All work identified in Section 1 of this torm has now been completed and returned to department which authorized warranty. 1 hereby request Inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize e release •f the above cash assignment. DEPARTMENT: AUTHORED BY: /. . AMOUNT: CASH EQUIVALENT— LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. Upon completion through Section 2. Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD RELEASED THIS DATE: RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance perscnnel shall send copies to; — Developer — Finance Department .. Parma e..v,rrlin.s. , rlrn City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 262304 -9129 16840 SOUTHCENTER PY OLD GODFATHER'S RESTAURANT ARST DEVPERM V- 1HR /SB 001 North: TUKWILA .0 South: Sewer: Slopes: .0 TUKWILA N Contractor Licence No: MAGNUEC060J0 Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: D96 -0001 ISSUED 10/30/1996 04/28/1997 RESTAURANT 1994 SPRINKLERED 0 OCCUPANT HOULIHAN'S RESTAURANT 16840 SOUTHCENTER PY, TUKWILA WA 98188 OWNER CAPITAL & COUNTIES USA INC 101 CALIFORNIA ST SUITE 2525, SAN FRANCISCO CA 94111 CONTACT GREG CLOSE Phone: 206 582 -3100 1904 THIRD AV SUITE #710, SEATTLE WA 98101 CONTRACTOR MAGNUM ENTERPRISES GENERAL Phone: 714 828 -1191 2515 WEST WOODLAND DR, ANAHEIM, CA 92801 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *4 Permit Description: TENANT IMPROVEMENT TO EXISTING RESTAURANT AND ALTERATION OF FACADE. PUBLIC WORKS: INSTALL NEW GREASE INTERCEPTOR VAULT IN THE PARKING LOT & CONNECT TO EXIST. SAN SEWER MH #10 NORTH OF THE SOUTH DRIVEWAY. NEW WET TAP APPROX. 65 FT NORTH FROM THE SOUTH PROPERTY LINE, NEW 1.5" PERM WATER METER & 2" SER- VICE LINE FOR THE NEW RESTAURANT. APPLICANT SIGNED THE PROPORTIONATE FAIR SHARE AG- REEMENT FOR THEIR S 168TH ST FRONTAL IMPR LIMITS. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *• Construction Valuation: $ 381,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, TOTAL DEVELOPMENT PERMIT FEES: $ 4,431.71 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, Permit Center Authorized Signature:_ V 1"`(A -CJ Date:_1O' ?' )(O I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am autho zed to sign for and obtain this development perJ.it� Signature:I' %= Print Name: This permit shall become null and void if the work is not commenced within 1Rf1 davc frnm the cute of issuance_ or if the work is suspended or abandoned City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Status: ;ite Address: Location: )Add' 1 LATER METER SUPPLEMENT DEVELOPMENT PERMIT D96 -0001 ISSUED 1.6$40 SOUTHCENTER PY OLD GODFATHER'S RESTAURANT Water Meter Type: Water Meter Size: Quantity Work order, ":No: WATER METER A PERM :1.50 "1" 5106F Connection. Fees: Install Dep osit:" . Install Deposit: Plan Review Fee: Inspection Fee: Water Turn On Fee:.. Special Assessment:: Other Fee: 'OTAL WATER METER FEES: Applied Date: 09/03/1996 Issued Date: 10/30/1996 WATER METER B WATER METER C $225.00 $350.00 $.00 $10.00, $15.00 $25.00 $.00 .00 $.00. $..00 $.00r• $.00 $:00.. 5.00 $.00 .00 .00 $.00 $.00 $.00 $.00 $.00 $.00 $.00 $.00 $625.00 UBLIC WORKS ENGINEER APPROVAL : JJS CITY OF TUK.'WILA Address: 16340 SOUTHCENTER PY Suite: Tenant: Type: DEVPERM Parcel #: 262304 -9129 Permit t No: D96 -0001 Status: ISSUED Applied: 09/03/1996 Issued: 10/30/1996 ' k'kk kk kk• kkk, kk kk**• k*• kk*k kk**k k•k• k• k* kkkkk kk k' kAk: k- k*k- kkkkkk *kk**kk•k*•kkk•kk*:k*kkkk* Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to..prevent sedimentation off- site or into existing starm.drainage facilities. 2. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 3. The water meter box•shal.l be located•within. City right -of- way at the :,property. line. 4. CONTRACTOR SHALL COORDINATE THE GREASE INTERCEPTOR VAULT LO- CATION WITH TUKWILA UTILITIES INSPECTOR, MR GREG VILLANUEVA @ 43.3- 0179. 5. PRIOR TO FINAL SIGN OFF APPLICANT SHALL SUBMIT AN "A'S- BUILT" UTILITY SITE PLAN TO PUBLIC .WORKS. 6. No changes, will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 7. P l umb i ni4. p•e,rmits shall. be abta i ned. through the Seattle -King County Department of Public Health: Plumbing will be inspected by that-agency, including all gas piping . (2$6,-47.22Y.: 3. Ele;crica. permits • shall:.:be`obtained,•through the Washington State UlVision of,Labor and Industries and all electrical workwilT be inspected by..that agency (243- 6630). 9. All.,mechanical work shall be under separate permit:issued by the`, i t.y..of Tukwila. 10. All,perrnits:.,inspection records, and approved. plans shall be • available at. the .job site prior to'the start of any con - struction. These documents are•`to be • maintained and avail All until final inspection approval•is granted. 11. All structural. concrete shall be special inspected CUBC - Sec. 306(a)2).,, All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - '=sec. 306(a)5). 13, :11 high- strength bolting shall be special inspected (UBC - 306(a)6) . • 14. Bolts installed•in'concrete shall be special inspected (UBC:- Sec. 306(a2).. 15. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special , inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 16. The special inspetor- shall submit a final signed report stating whether the work requiring special inspection was to the be! of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 17. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic inn. -- .`Lill Partition walls attached to ceiling grid must be laterally 24, `braced if over eig (8) feet in length. 1 19. Readily access i b l e► cess to roof mounted equ i,►Yent is required. 20. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 21. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 22. All food preparation establishments must have Seattle -King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling Seattle -King County Department of Public. Health, 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. 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 con- strued to be a permit fort or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the ,jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code 'shall be valid. 25. There shall be no occupancy of the building(s) until the fiia;l inspection has been completed by the Tukwila Building, Inspector,: 26. VENTILATION IS REOUIRED FOR ALL NEW. ROOMS AND SPACES OF NEW OR, EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM . BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC: 27. Comply with the requirements of TMC 16.04, DemolitionfReloc ation`of Structures and Article 87 of the Uniform Fire. Code. 28. Contact the Public Works Division to obtain inspections of . the water and sewer connections or disconnections prior to 'cover (433-0179). 29. BTU MAXIMUM ALLOWED PER 1991 WASHINGTON STATE ENERGY CODE. 30. A CERTIFICATE OF OCCUPANCY WILL BE'REOUIRED FOR THIS PERMIT. AU1.; 12 '96 03:25PM TUKWILA DCD/PW kgss CITY OF 71"(WILA '.6300 Southcenter Boulevard, Suite 100 CITY OF TUKWILA RECEIVED Permit Center • • Tukwila, WA' 98188 •SEP 0 3 1996 ..; 431.3670 • 1 ENTER OR STAFF USE ONLY • mmercial / Multi-Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile.. NI. : ...." ;,..-.,3,...',,:,...,......!:.;,:;,:;....;...,..,.....:. • froject.Nametrenant:14004.)."44 • . •"'..*:2! .. , ' t,en..,......“..;,.,•.,r4...,..s...,..:,.,,.. : . , ...g .. ,, . Value of Constructiorn50.1... : •,,......'..:;;.'. • , '• ••'..t,•••• .: .0,1t•CCO f 'i..site..., gips • :::,...!0' ;i:,,,,,.:. ,,.,...,:c.., ;.:.':.*. - . ' ....: • '.• • i... •.:.,./.ifiliT .0.5; .„., T 7:1;.P4'. • . 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(krity:ei-eiP;', v:, ...A,' ..;'. t..; .:.. ...,:. .! y. ,' .,..,': N I./ , qExitinb'firiprotectioei'leitdrei: ..• - sprinkiers:...• automatic fire alarm • 'none • 1:3 other (specil5,)•.: ...,,, -,... • Building Square Feet: " ' ... . existing •.: • . - , . Arca of Construction: (sq. ft.) . 1/49,/ .71 . • 'Willthere,be•storage of flammable/Combustible hazardous material 'Mach list of materials and storage locatiOn On separate 8.1/2 . . ., . . • . : . . . . ....• • (rgif-4v- , In the building? ' , • .. ri .: LLP yes: X 11 paper Indicating quantities & Materiel Safety Data Sheets • . C1.0■NTiTSE.P9 .§??,40.1.:10WPAVR.fig4rEPADIN,Pg.4403Y1g...P.F."7.1%fgq49..)1Y-i, 0 channalilatiONStriPing 0 Curb but/Access/Sidewalk 0 Flood Control Zone 0 Hauling ; , .Ind AIteringlO Cut cubic yds 0 FiU cuplc. yds:. Li Landscapo V. fs.anifary.sidEi,,s,ower ft: • Sewer Main ....• • . ?. 'fj, , .R41%;,, _Ii•ftli...iPi.tc14...:;,.0.ii*:i4:1,....-.....t:t.4 :A .:::le:•L..1.(:".0'.'•j' /."::*;*i...."•Alit"..1.',•..itilre:.1•• :::i'.:::'..t'10';.•:'Yi.::I.',.:,-'' ',.'.51:1'.!,.gli'V.),$%C.V.:;4!0:1A:.<4'.i.tftv!.: enettuallon.,-.11,Vairptaeseitiyafue of'constructiori amount shoUld baAntered, by Jtietapplicant.7,hif figure will,be ravIeWacl, and.... i:.M.41.1§10ct)o'poselfite.r.eifIslonby the:permlt Canteetd,cOiripiy:With Current feeiichildulev''.. 4 .,•:::...... • ri.'. :,•:...!.. .o0w;......:'.,.4.:....N.tioi: ....: ...., • "i:.:Iiiiiiki,t1.1.M.VA.:.?•:).iti'v: ;V:::::. 11.,:v,,t,..; :t.';:yr.;.....,.' ,. ; ;;;! .,:' .....;:...q.Al'At,., :...1i. e ....1:.,',;=:;.!.;.1..,:ir,.b.,.....!:..::'i::...?,:....':.:1..:::..: ......::::0'...:,..,vf.::=1.:::.:;A".,';:t!:11::.:.:f.Vi.Q.....11.'iv:i...:::,',-:; :.. LA.,12 '96 03 :20PM TUKWILA DCD /P WITN THE FOL NG: I ANT IMPROVEMENT /ALT ATION PERMIT APPLICATIONS E SUBMITTED ➢ ., ALL DRAWINGS TO BE.STAMPED•BY:,WASHINGTON STATE LICENSED.ARCHiTEC> • STRUCTURAL;ENGINEERe.OR'.CIVIL ENGINEER;•, 1 ` .:.l: X13 1r �. is .�; ',':: •y...,, • ,.i ` •,' j;':: {,:••.'.'_ :,}i'r`r�;i,i•.''i:•r`Y'•• •. ;.'t.:j,.•I,.,Y.:t• ..:•..`,•. •.,•„'•;:i:.,.,,.::; `;: • ..t:.�� t.. ',••;'.•::�•:•! _. LL bRAW.INGS SHALL`;RE AT`A.LEGIBLE SCALE AND NEATLY,DRA 1 •( }f � Jt J , 1• .t, .. 4'I,.:• )y�i +%•T!�• 't. 1. ��: a, ,UiLDiNGSITE.PLANSiAND..UTIL• IT•Y;PLANS :ARE TO BEt.COMBiNED ;ili•r • tT ,!+r,S'�• %r'� ..,, r•.. ,1�. .'~;S'• rr.,'�, 'i!.'1.,. .>, +• .... • ��. ...:,., ::,•. dpi t oillplete,Lega Descriptto • :'1,Metro:`Non= Residential Sewer,. Use Certlficatio'n'.If there is'e•chan'•e•lri•the'amount ; of iuni i(Forr i H -i3) -; Business ~Deelaratlon.required•(Form H, 10):'x:; ':I, . 'li: ',;; :.,}:''', ,'i:'.' !: j" . , . ..tie•''•'. L.'; :..., . ..;;','.;.:,:'',*.i,:•.,,, .. -.1'..-''..• ve ;'(5).sets of ;working;drewings,' which.ncle'. .. 4,', PIani(ineluding existing,fire :hydrant locatioti(s)• 4ortfi arrow, and': scale,,;• i'' i� ' ..r l.. f. ,t •' .i' �!. 'h . r5' :.. `Property lines; :dimensions,' setbacks :names.of'ladjacent roads,•`ariy proposed_ or•extsting easements.) it./ii) ., i.,,Parking Analysis'ol, existing and proposed capacity; proposed°. stails with dimension :;i• :ft i: :' y) •t. ,i•i:l. .9'• .'�' :::'^ . ••,i:.:'.:�' :. i:�. 'j�, p; •`5:; 3, •��- �:r:?•�:Y••t•'1:.' D`lS, +.r °.;:Location of .driveways; parkin , loadiri }& `service•areas'i" <`y'; :i ;; • t. '.';Rec' cIe'cotlection Iocati n a d area cal .. i ' °'' '" �' y" -- • = y o, n cu ations'(change of'use' onlyj. `; ;;:��;.;,,:: °� +,1''' >�''• '" ° . "�t ` ` . r ^`F•: "':,p: •ti•. ... :.. ( h; .; �', i�1. (-f. ;'i,1 ;L q�.•f �'a.Y,;!••r, ' Si a'4 ocation;and,s'creening,of• outdoor ,storage':(changeof•use°onljrj �•t +;� t.. 5,,.� ....� „ ,.. ..:,. .. ?:•1ir..1.:.,,; = ,.� :i'': • :: ,.JIB Limitt.pf 'clearing /grading'with:existing and proposed topography ea + i tervals e t hdi g, y pr p ., ' J f:2. n z e n ba and ro erty, boundaries .r•', '''''''''1.1.:..1::::''''':.'''''''' .,:- '''''.:''''11'.::.:':''''..: ;��.';::,,.:� ,.f'.• �,,;.: � �;�"' ,:� �f "�;i'r>:, :'.', ':, {• '. :,. :';. :i';. .,; ,ir r'r: ...t•'., J:'a. '".:: " } %:,.� Identif - local (on:of.senitivyarealope200i, or' reater; wetiands'watercourses and; their' b'uffers'(cF13ii `of =''i,. :r)•7.: -'i. :: , ,, .ri „i:7. �,:• ::�:.� ,Z,,,•r'4;•.: 1, .J):!'lclentilji'locatioii,and size. of, eisting'tre'tha are locatod in s'ensltive areas nd buffe�'TNfC.18; 5.040) jof�; ;}' ;:th'o'se;identify;by size and spec'ies'which are to. be removed and saved 't'+`':';; "''i�;•':� -'t: �::' �; ^:�, Landscape' plan' W. th', i�rlg at1011':and'existing'trees'to be saved by size and. species ( exterior ,.changes ,.of;charige�trr� n %•: 1' v�r'- `•,r':. rtrt�alr,:''`t;- •.r•�.�� of e:'onl :..: �... >I. :l '.d`r �� v •J �a' •J�? 'catiori•�iand' '`Toss �fioor ar" �••eicis'tin s •ru'' •re w' �ii di � � io •'arid. � �>ja �'i : Lo � ea:ofi g. t ctu tt mess ris s.et cK' �;� '��;, ..'w• : r.4ts .yi1 ,�5�,�,•'��71:3i� r • (if to , • :.1;' , s:; i ` 1. r�••.; \; "t;,,';..;I;.C,, owest finished'flo0 elevation(f in.f od control zone -," y .n. .h 1 .. ). ly, •: •':. • :. u_:�•J:l::.:. •.:' ✓ Vnj:'.%ti. vr l"yy, .See :.Putilic Works• Checklist. for: detailed', civil /slteptan informationirequired for: Public,`Works'Revie y;(F.ormFI;', ;; Y..y :1" •f :r;. . (- .v'; y.'1 ;1.•• • • • •.,. ;;kt ' •..J.,:' j , :•, •;,•4:; ::. .y, �.,i. �:: 1: :. 'h` • +:• `f; ^.,lr.' -:,i,� ail: •• +. .,;•Iv.:..'. ...; _ n• .r• ': {�: _ _ :ice.. - -•r ,•�. ' >.. !YY'. J' .:J is �'..•.14.rt'Zi 1� 6.0'�i oor':plan::siiovii location of Tenant space with proposed use "of each' roorri'.tabela_d .,• ,;i,; �.! <� ; 1;,; : :, ,, ;,'i, rr ;�}. :i 1•: • :.awl; 2'ek: Lgi: jt:h t • ... Overall bur iding:floor;'plan'with`adjacent tenant use; identify;tenant'space use "arid;locatfori "o`f. sfo�age:of r ;; hazardous' materials,;dimenslons ' of ro osed. tenant s pace. a���`r' L: r icinity ;iNap'showing:location'of site- '' • Rack Storage: if adding new racks or altering existing rack storage,; provide a floor plan tdentIfyg rack 11"' :layout'and alt exit doors,`, Show;'dlmensions;;of aisles;: include.dlmensions•of_ height; length;; ;end.width;off.re4,v4 ck:', Strut a c illations a q rack Storage l 1 , '`�•.•° J•' c iar 1 etc rare uiretl to'r' �}�• >``�:�' ' "' �•'�=•' r g e gtit "feet�andover;'••; ,.. •�; ,;;,,� -•r ,dlcate.• roposed'constructiorirof tenant;sp'ace'or addltloniand walls bein demollshed`'r'' ; "?! ;??�' r.:f SC • Constructlo• etails • ,• ' '�� • :;.•<•. �� ,. -� - '.�� •:,'•: rt r(n er;de ails -; details of sprinkler hangers, specifically, penetrations in structure, . I.e.,•roof;;size;of .water supply to sprinkler vault with documentation from co nFtractors tating: supply li n o 'willmeetoy- `r:':�`+';.•- • • :{''� . C :s e. ed' s�i. . P .f . rin� kl erG: .:s Y Ns t e m design ;crlterl a a s ide ntif ( ed b y t he ir t e • ' D e p ar�, t• e n t ; ':... s s'= '` `^'':' : ',r ' •. ` k t /r J.l•Y,f '�'I',iN•'r'r!1I.i.,1 .�f • � -.}• . � �. .n.'. ',• ; G '+ �Iil,:r1i,1. • >;` •:'c •I,•• 'r,; ' .,, J; i. :7; `.r. if• I'' . 'r-, .. � : ) :r;: '"Y'no: ., :'It'i: :'. }; • . 71:—. rd • W. a: hington ` tate on- Re' s' id: en tlal` Ener`gy, CodeDate shall :be '.rited on thecon ruetion...drawings s�,,• : �� ,'iYI ,, . r �.....-•••'.!..: ,';,.. \i.i:;l. i,'.. ,,% rA_ •,J ' • � > c. )i,: . .: cr •',.;' i, :0•;'1' ,:,` ,i's.•a ?; il ,:.vll. ^.v' ; G : :i'.f} : .•.. _i ft r• .I♦':'r i• i . S:Ei.•P'rt:Ai+i.0 ecll:st:' .If nten sificat loriouse .s ( ctieck with. planning' D a• Lrtment orthres.hold s : ;r a` rt ` '. r�! ' • i:;,). �. .t ?r i'. '1 (..I .i:y,i. :.1. ,r .r. ,;1;�' 1 d� :. :'''.' •� r1., .: : ' :, +•yM.t;;•:•:'l'�}} . :i• Attach'` planrs; repos orothedocumrentation required to comply • withSensitive'Area' Ordinance orother • end °use or:SEPA declslons. ; • • Food'service establishments require two.'(2), sets of stamped approved plans by the Seattle, King;Co,un Departmont;of; Public Health prior to submitting for,building permlt applicgtioi.i:f, heDepartment of>: P„ublIc:Health.is; located'at 201' • ith,Tow (206) 296;4 ' ' ., .`..qs r':4 ,Sm' er;'•�Seattle;.WA'or call 7871'.•(Form H�5 •'': • '.'+t' ct:opx;or.vraspington,tare: uipartmoritoyabor !' • '" ' int IndtstrlooValdCohtribtor'siLeihie • iraiti has i f it lia a 64i .Of ffOtpi.t .• per liu of CsTtff!cstf COritiabiOr". • .‘ . . . , ; • • • • • •. • • * CTPERMir 7/9196*.:',"6' iitoffeiticommimorywamitotketeotolokookoksiovorkeioviifirijo..eorthisexkoh treir 4. rgeibrifo: tir noit loisiriai.OViitiWibki lifka V 4413:0011M MOW Tv..14:11:1 . , . • I HERESY CERTIFY 'THAT IHAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BYTHE LAWS' OF THE STATE OF WASHINGTON, AND'I,AM A U7WORIZEO.TO APPLY PdRTHISPERMI7 .:444.747.4r P,iint;nomemp.......4 • • tAdelteitYi' RECEIVED CITY OF TUKWILA SEP 0 3 1996 PERMIT CENTER EXHIBIT A PARKWAY SQUARE SHOPPING CENTER TUKWILA, WASHINGTON LEGAL DESCRIPTION Parcels III and IV of Boundary Line Adjustment No. BLA -3 -79 recorded under Recording No. 7904180861, being a revision of Short Plat No. 77 -51 recorded under Recording No. 7710130634, Records of King County, being a short plat of that portion of the Southeast 1/4 of the Northwest 1/4 of Section 26, Township 23 North, Range 4 East, W. M., in King County, Washington, described as follows: Beginning at the monumented intersection of the centerlines of Southcenter Parkway (57th Avenue South) and Strander Boulevard, (South 164th Street); thence South 89°45'58" East along the monumented centerline of said Strander Boulevard, a distance of 325.05 feet; thence South 0°25'58" East parallel with the monumented East line of said subdivision a distance of 30.00 feet to an intersection with the South margin of said Strander Boulevard, and the true point of beginning of the herein described tract; thence continuing South 0 °25'58" East, a distance of 200.00 feet; thence South 89 °45'58" East parallel with said centerline of Strander Boulevard, a distance of 350.00 feet to the monumented East line of said subdivision; thence South 0 °25'58" East along said East line, a distance of 1093.20 feet to the monumented Southeast corner of said subdivision; thence North 89°43'19" West along the monumented South line of said subdivision, a distance of 626.81 feet to the East margin of said Southcenter Parkway; thence North 0°57'48" West along said East margin, a distance of 1241.85 feet to a point of curve; a radius of 50.00 feet through a central angle of 91°11'50", a distance of 79.58 feet to the South margin of said Strander Boulevard; thence South 89 °45'58" East along said South margin, a distance of 237.72 feet to the true point of beginning; The aforementioned monumentation established by the City of Tukwila under L.I.D. No. 13, Contract No. 2 -68, Sht. I of 19, Street Plan and Profile. ZO'd S£O£-T176-90Z SNVHI1flOH '8 S,VWOtI ANO1 1Z17:60 96- 0£ -6nV kk * * **** ** *A * * * * * ** * ** *• * * * * ** * * * :tyt *•1 *kA•kh•h4 *:4.4***A:4 ITY OF TUt'WILA. WA • TRANSMIT A A 4 * * A' * ** * *,t*t *t :t.h *k *•t # * *A*.S * *•t**•k* •4•*•* *kt *** *it :4* ** t *k ** TRANSMIT Number: R960(1504 Amount: 645.00 10/30/96 09 :59 Payment Method: CHECK Notation: MAGNUM ENTER PR I S Init: SMC Permit No: D96 -0001 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304••91.29 Site Address: •16840 S0UTHCENTER PY Location: OLD GODFATHER'S RESTAURANT Total Fees: 4.431.71 This Payment 645.00 Total ALL Pmts: 4.431.71. Balance: t. .00 *• A******** it*********** k*• A* k** k* d. d- 1d*•d4*•* * * * **$ *0**0 *A *A* *• k * *** Account Code 000/345.830 402/342.400 401./388.102 401/386.320 401•/342.400 401/342.405 Description PLAN CHECK - WATER METER INSP FEE •- SME /8SS WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN�-ON FEE Amount 10.00 20.00 225.00 350.00 15.00 25.00 4418 10/30 9617 TOTAL 645.00 t•4: * ***** * * *•k * * * * * * *k * **;(:k5 * **** *** * ;4 4 *:4 *fi ;4k *kk *irk * *:4 *:t * ** CITY.:OF TIJKWILA. WA — z 7R IN8HIT ****fi* k * * * ** * * * * * * ** *;4k * ** *** *• *:k *• * ** ** 1** *•k * * * ** *:1 k **A *k* *•k* C" -t t c• TRANSMIT Number: R9600522 Amount: 42.00 12/17/96 16 :08 Payment Method: CHECK Notation: WILLIAM MORTON Init: KJP Permit No: D96--0001 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304 -9129 Site Address: 16840 SOUTHCENTEI( PY Location: OLD GODFATHER'S RESTAURANT Total Fees: 4.473.71 This Payment 42.00 Total ALL Pmts: 4.470.71 Balance: .00 ****** * ***********• ** * * ** *1 ****• A****• A** *•A ** **** *•k•A **** *•k * *et** **** Account Code Description 000/322.800 BUILDING INVESTIGATION 'ir�spec�ioY� Amount 42.00 * *4k *k.,k *: *A* ***A 4•k ** * *kA*• 40.1 k *k * + *•. **A **4k***4**4 * ***k.k*A*A*a k CITY OF 1'UKWILA. WA {�(�,.. (�(")�` TRH'r19i11 •k** **:kkk;t*kh****k****k •kk W **'i. •k`:�i *• * hk A*A.kk*k.k **•k•k*k:1*• * *k *kk* ** TRANSMIT Number: P9600473 Amount: 3.786.71. 09/03/96 13:26 Payment Method: CHECK Notation: TUKWILA FOODS Init: SLU Permit No: D96 -t)001 Tyne: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304 -91.29 Site Address: 16840 SOU'fHCENTEI; PY Location: OLD GODFA1•HER' S RESTAURANT 'total Fees: 3.786.71 This Payment 3. ?86.71 Total ALL Pmts: 3.786.71 Balance: .00 * * **1 * * *4 ** * *A ** *••Ak * *A* * * *AtS*d•AA ** * *• * * ** * * * *A* * * * ** * *•k * * *k * ** ** Account Code Description 000/322.100 BUILDING - NONRES 000/345.830 PLAN CHECK •- NONRES 000/386.904 • STATE BUILDING SURCHARGE Amount 2.292.25 1.489.96 4.50 2813 09/04 9617 TOTAL 3786.71 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, R� Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name On`.I i hgnt Rea ]Qu ✓4^ 4 Permit No. .09 "000/ Address /6, Y` /a So t1 <P.. ,r`, Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Y Fire Alarm: -)//r, - 'l;y ./S o;( Hood & Duct: Halon: l� Monitor: j/ Pre -Fire: Permits: P F /9v j 1/ Authorized Slignature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Fireproofing Aggregates Shotcrete Concrete Masonry A s p h a l t Roofing P i l i n g S t e e l S o i l s W o o d January 28, 1997 File: 96 -434 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Houlhans Restaurant 840_uthcenter Pkwy. D 96 -0001 FtECE ED JAN 3 0 1997 COMMUNITY DEVELOPMENT A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LABOR/TAY) 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. Reinforced concrete All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Our field reports are dated 11- 21 -96, number 20103 and 14408. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Freiheit President cc: Magnum Enterprises -Craig Brown Tel: 881 -5812 Fax 881 -5441 • P. 0. Box 2523, Redmond, WA 98073 4 (INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Project: H-0 �-Ut, LIhFA -NS Type of inspection: AINNI>JC7 Address: S. C p Date called: 2/7 Special instructions: Date wanted: ZhAly a.m. p.m. Requester: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: t.• • Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 r,..:15.1(1_010) PERMIT NO. (206) 431 -3670 Project: 1 1-o u LA S Type of inspection: Address: 1•10 S, C- exwi Date called: ...----) Special instructions: 1 fW �A"" /4,0l M l.) to Qf 7a1 k - Date wanted: 7-/, ��� I a.m. Requester: In Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ( $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f - INSPECTION RECORD 1 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C1(0 000 PERMIT NO. ` -` (206) 431 -3670 Project: \�l A . �,,c Type of inspection: 1F` w A t tigtb �. .._t FiCa Date called: 7......(0._ pecial instructions: - Date wanted: �7 a.. r�— 1 1 m p.m. Requester`. t ,� A n Phone No.: „zn 1 r --762.... Approved per applicable codes. [12:1, Corrections required prior to approval. COMMENTS: f PIA. bu woyU Fr t.a-L - 4 . ,Aw w+ *�C eA 4li z -rwr t-- 1 s ea t + ,..i wtL - otYr N'1 ►J). q1 1W 141 O.M1.- Inspector: Date: /7/97 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: ► ou I i hans Type of inspection: P u r r-n�1 CC""�( I Address:I cmO ��� e Y Date called: Special instructions: P9 WO∎ter - ilvk -.P r (.6 t J" 1 11tay 5IX2. 62,x01 Date wanted: - a.m. P.m. Requester: Phone No.: ✓� Approved per applicable codes. Corrections required prior to approval. COMMENTS: pJA- wcmik_ Inspector: J AQJ' Date: .7 /� Prior to i s act {ion fee REIN PECTION FEE REQUIRED. Pr p e must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 9818 4)1' COO PERMIT NO. (206) 431 -3670 Pro • 1 a/S ► . •7,-.1.1.01411. ,. :IMMO. �•- Acj qQ aiiir. (.-9 Date ca l e • . : _ � � Special instructions: /� 0 . ._..� I' pin Date wanted: _ f 31- 97 / Nor/OWL.' /yj Request6.�l /�1 o/O Phone Nogg/ / .754 Approved per applicable codes. COMMENTS: Corrections required prior to approval. 11' 6,, Inspector: At Alt .il.Arrei Date: $42.00 REINSPECTI • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: f' ti AV. up :q'+wy„rrKJ.. Yxv,', 1 INSPECTION RECORD � INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 xPrstjeLct: (,, • t 5f T Tie =ion: spection: -"r n °.)c� r O D Daj ailed: -1 ILI ____�� Special instructions: D Date a a ted. L L anoi, P.m. Req ter: Phone gc0 4 1 1 is Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1NA1 -14-- I »■ . C1 +vn1r7L -'" SFAA -- C 4C7 i I CZ ° Mt -- L-( A. 1/4-1/7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Inspector: Date: Date: . Y» u ... _�..a r� ..h..,td.,... 49 wzztr-x-itale=ww4x....,....w....nme.ner.r.acsionsre.asottnrzzAvis===tifgr..11WMEM.VaaraM.'=:.'. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 L....ii Ilan s Tpi2 ) _f i n IR iflj %( . 4 A1dteli0 &._. R...1 Date Ile .Special instructions: - ...!-. ...... --:- Date wan e Requesteg)i 1 1 ior_to A.) Phone c:1 Approved per applicable codes. alcorrections required prior to approval. COMMENTS: Cittm-PLQ:C. IS-1Ls'Ort-- 11-c)-1-^. L.A.R.1(— A, rit*-v,”, eFt.,4.c. Pt..v..,,, 6 ust 6A4 PIA, 4 i fun, m 14; pi■-7ti..) . ?L.& - JVS1 t Crr 0.4 a-,401 irn Al 2'6 - CI (LAWN-4) Pitt i1cL- 71) ICI I.) A-L- 0 nlui (,,1 CM. 6L.OG. 41-41.r. Wea.t\v11-4—. F'R4;ewm) S.0.01-)t- 04-1-1- A) Isrl Li 1-1 kAALL 103cAtA5/6iii i I Li (,(1-1)0C1 14%1/4 P. A-a-,g Al9P44)Vc"Y) Inspector: (-2j) j Date: /47/97 _ $42.00 FLINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. { / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188/', ( ) 431 -3670 Proje _ C wt' il G(/Y1 5 TYp' • ins•ec�l' ---.- _.. - it ai I r\ Cam . al / d4co Date call e 13 i Special instructions: 1 Date wanted( i 2 j cri a.m. p.m. ll ! t Phone �� .7s s 3 _rZ7S—?s b $,Approved per applicable codgs. COMMENTS: Corrections required prior to approval. Inspector Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tz—v,,:r.:,mx6,,,n,g11-nr,q.,,vi.,,,,,VALVV.,,P..:..,Vr=rotZ-74-',M,Vg147-' • , INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Project: h Type of inspection: 3 Address: Date called: Special instructions: / Date wanted: , /2_ 2e-eo ....m.... p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. Date: / $4 ¶iOREINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: T. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Pr je -`s t: ui h an S e a k T of ins li.i. ction: 1t ram Sc., ,1, / Date calle� % Special instructions: j Date lilted: cz. �j, // a.m. /%b p.m. Requ ste .' r _ Phone No.:�1 l r f 7 a Approved per applicable codes. [Corrections required prior to approval. D/1 COMMENTS: ' NI-IC/kit k- ba t_T'" CLL -='C-TIa 1 S Cr--,P u$ 'T\ (a V (L. . _ICI__ 1 0 S. U LA-t't--3=' A 1,0 r N s P..- t.A---0 pit-16k -rt s:. 0,1ea\. _ -pa I z A zi-fri L. is .s,1T c) nl_ L1ALA w, kia #u.:1 h\ s - 64- 'N c z h+ p% w t i lk -N.i N.G ki .01,1s-- 1 CM n.6" fL .k l =am Inspector: ('p3._)? l Date: ' 1.1 (g f 9 (43 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6-aCt 11/ / PERMIT NO. (206) 431 -3670 P f ct: , I ^��,r, s ` te G w>a of- 1A-AG.t aG F ,T 60 TO of inspection: V. a c 03 A,-D NA! Lt t%) OF- SN` _ t IAM. 'CNt.aubt`I -- - ,_.. �,+.- do 1 / Date ed I r pecial instructions: 1. Date /ant d/ (0 /7(z. a_m.+ [, frm. R�laet t ,r. 1 YL.., i orrtoN Phone t.---) s 7 gag Approved per applicable codes. /'Corrections required prior to approval. COMMENTS: ` te G w>a of- 1A-AG.t aG F ,T 60 c 03 A,-D NA! Lt t%) OF- SN` _ t IAM. 'CNt.aubt`I -- - ,_.. �,+.- -t He kef- .D.... ... IS kg-ACtrw1IX, tzg y 1-11..\--- Ri w\-- W--- A NC PO Al- APPitzvt� 1 p ix�1 0517c�ti1t..1 F-<'..- /, Date. )1(� 19(p • $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ee paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Receipt No.: Date: la INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA !WILDING DIVISION 6300. Southcenter Blvd., #°(0, Tukvi1Ia, WA 98188 PERMIT NO. (206) 431 -3670 Project: 4 $ • � Type of insp ctiori: ea- L-, S1I tI -W uU .Address:1 up40 ,c P Date called: ,l Special instructions: r Date wanted: 1'2_1 I4ir1`0 p.m. Requester: Q d�CLC-- Phone No.: / t Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector; C $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection._ Receipt No.: Date: ... e... n... nensFwnvnxm ,OTLt_ +W=CTL`.1IMV,VWCW "'1.'» €S'X= 7=+i s1E"„5,1172 y3in.A;FiEVAI?`4 I'-_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. . COME � r�je ins Kilian: r,(��c,� Ar d&di. cI j 0 „ i.,./ Date call & // 21 7. r �p Special instructions: Date wanted: l/ /a )-2D/-& Z Reqstei. / v I / V Phone N.9 c f ^ / 7s- a Approved per applicable codes. Corrections required prior to approval. . COME 1.6 &1 - � _ ., sr __at " mss, I G► ..,r /1—j ✓ s_ ...L/ /4) (A eAriel 12,t? _ i /7, G-t., --V�! 4 1-,, A 4 . i'1,0 . O a .4/ ,. .1. a/7 a.L -,_ 'u/401 �0 $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: aLT.^✓,'il"H.i�J °nfet :^C 53.."^sav'- 'L'C8". INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 P ituj , Ran T—f lotelpeLUQZ.I Lt NE 1 , . At-1, d o`ti— t•AZhl eNl ?YL . rtrm s AQ etx,sir Date callecj: q A— v,), IA_ rzt-cs\A t r \ 11,nli aG . P&. SE NA,wia 'Fo n_ Ths . Special instructions: Date wapted.j 1 i m. Reiss, tr/ r. wiz) i� '4! Phone fjlo yr` ��- 1-14,Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?L■.\ pl) SN tt..N 1 L.. A/Am L u rKZ G N /114 6, y 1...„,6_ SN,,KTIA ...\E, dF M AR, onisi— d(= Lt NE 1 , . At-1, d o`ti— t•AZhl eNl ?YL . ts3CVC - tJe,- 04 -.A P.-c" t C-I G ALot-1G '14 t'' 0 12-11A- %. JM- - v.h Lt.. C2.?& A ew.-o Ai aw. spa cc' A— v,), IA_ rzt-cs\A t r \ 11,nli aG . P&. SE NA,wia 'Fo n_ Ths . Inspector: Date: /1/b1510 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project b V d j Yl . S Type of inspectlon: Ai ck II I I' VICA Address\ t01c4 -0 5c, Pmt Date called: C.Z. / ci Special instructions: Date wanted: 1-2.../ 4 /9 ` a.m Requester: Phone No.: 5,.7 -- - 7q.58/ [Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?t,1 ?t,ivm49 shk.- gpar,L I a, (9 AA a' Inspector: (7 lix-)2--- Date: 'LIB 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project ,' 1A.,(/l/tA, $. Type of insperfi V + ,i\.) t jJ ' Address! I_,.44 0 . n� '/ Date called: 1 (l•/? 5' Special instructions: p Date wanted: ri ��(e ' . T Requester: 1 ! 1 . Phone No.: 57s-- o 3 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: tk--1, OAt% 1Q FtIUc'' l m--'. - iS Gsw- ?1r1C . .), i : Pte-- t-- g— t v NI S 3.O Of rIAC 1.),1".' i 5/32." A Pb P I.P.--1-e9 Si1r"(4"- IA11niC1 is) eltD4 "M c, (1AC I.L. W.:. GAT or 1..- ti..Prl.L... V0k\ I -ktv'c GI WPD I0S1#t.t_e9 dc`l `74ac --co (91 ovkkciH fS APPmv�^Q . L 1 .. P 6% IN PrcZ- i A p P xo tkzy Prix y w�41 1110...rt't-c-9 cl Q�'C ■ 4A-1 1--Y6 '"" Do SO, Inspector Date: r f2(QfcaQ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: r,J.�.,,. �,�..r_..,:..s.f arse- ..,....,. t. + =...,....:rb.. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER IT NO. (206) 431 -3670 Project: I ► o A) 1 • a _ ��`� Type of inspect Addres 1 z�� �� 1 41 Date called: 11 I z...0 Special instruc Ions: '?Requester: t� � � 1� nr1 � , 0'„"' tJ� ate wanted: `� 1.7_1 a.m p.m. Requester: � ` � 1 PhoneNo.:5 —7 S— 7g.Y:s" Approved per applicable codes. [J Corrections required prior to approval. COMMENTS: r' 'D * 0::.'.'60-i S sly. -- r3C lIck*".9 f-n.. e 6 LA It--- A a t'VF . f otm >:J 1'>\ N le .--i 0N) 1t.A.m. S- 1 L . jQ=CA AI., t ►JSes-r-r'. 1 S ,t - tn1fW`V . i 14 - 4.41LA... 0_ ?F A4L it c_Z,./Stt Th.:- Prai-bok=" c Nct.k - /L.—sTr`t1 A r.A0 ` 1 -F I c.n a c.A.Z- Ste. ?'g . t-a Inspector: Date: /1 X21 q4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431= 367'0 fs Project fit l a. kotAk Ct) 1-Al *-It-- ui 5/ $ „ k fioS 0v. I S; t k)G Type ollnroton: (/.30‘. V 1 I C s Ad in if0 SG Q Date called: i I i 1 S--- 1 9(, Date wanted: 11 t 1 g, 1 g too rirk Special instructions: Requester:. • f Phone No.: z 1 1 r Approved per applicable codes. [D_Corrections required prior to approval. COMMENTS: i ` t•t0 t) Li 14A-0 S` l*"" -- Ct) 1-Al *-It-- ui 5/ $ „ k fioS 0v. I S; t k)G 1 W2.. CLIZell , S, 0C- t,,,'At t,. : i1 %r--1G / Pfa0. riohc.1 5 IL= CA u Lit— A t, t. Aro li 1,a4-.S AND C.A.r,`. RN-,t,13P arJ ALA 04., 1'a ckNc -i,IG. Inspector: G r A Date: 1 ` 10 % $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: Date: u Sep -09 -96 04:06P TONY ROMA'S 8 HOULIHANS 206-941-3035 P.02 *meTRo Non - Residential Sewer Use Certification D qb 6000 (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metre Council Resolution Nos. 5719 and 5968, all sewer Customers who establish a now service which uses metropolitan sewage facilities abet February 1, 1990 shall be subject to a capacity charge. The Metro Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of Moon years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually, AN future billings can be prepaid at a d scounted amount. Questions regarding the capacity charge or tMs form should be referred to Metro at 684 -1740, (Please print or ty . I 1 Owner's Names i u k>.,.1 t Jrsris LLL 4 / / LAC Party le be Billed (if difannt ham owner) Property Legal Address: (Last. Finn, Middle Initial) Party's Mailing Address: (if different from property address) Subdivision / (y S Kh Plat A,ssStreet Wi .S es ( ial e -- eQ- .� fire.: City, State, Zip _ ,� 1A ..4QLt ciligie City CO Sewer District Owners Phone Number (.ZO(. ) qq j -3 035 Date of connection Owner's Mailing Address: (if dillerent from above) Side Sewer Permit 8 -- ..._..3 /6e,2 D a-jli tr 5e. S- t-e- _3AD A. Fixture Units Number of Fixtures x Fixture Units = Total Fixture Units (Public or Private) Kind_ of Fixture Figure Unite No. of Fizturos Tout Fislurs Unils Pubk 4 Privsls 2 Pubic Prival. bathtubs and/or shower Dental units or lavatory 1 — /^ Dishwasher, commercial 4 — Drinking fountain (each head) 1 — .. Hose bibb or sill cock 5 3 IS ' Laundry tub or clotheswashor 4 2 Sink, bar or lavatory 2 1 gt. Z 10 Sink. clinic. flushing 10 — .•• •� Sink, kitchen 4 2 7_ f 4 Sink, other 4 2 Sink wash, circl0 spray 4 — Urinal, Hush lank 3 — Urinal, pedestal 10 — .. -- Urinal, wall or stall 5 _. it r to Water closot tank 5 3 ++ Water closet, flush valve 10 6 4 ow, (90 Total Fixture Units 1 101 Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 X35 RCE For Metro use: Account e. Monthly Rate Slx Month Due 1055 (Rev. 5191) White — Metro B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) 187 RCE C. Total Residential Customer Equivalents: (add A & B) A B 6,35- RCE I certify that the information given Is correct 1 understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. 4nature_ 01 Oti resentative Print Date _AT Yellow • Local Sewer Agency Pink - Sewer Customer 09/09/96 09:28 FAX 206 383 8728 HERR I TT+PARD I N I 1994 Washcirgton State Nonresidential Energy Code Compliance Form Q002 Envelope Summary Climate Zone 1 ENV -SUM 1994 Wallington State Nonresidential Energy Code Compliance Forms Awl, 1994 Project Info Project Address Now. 1Ml4+v'S Roofs Over Attic Il other (see over for definitions) Dale re ., Cie "• • dNlded by Gross Exterior Wall Area times 100 equals 1 Glazing For Building Department Use "Tl.)IL�.)1 L /• i w 4. .4/0C S X-100 = i Z.0 Con ere tc /Maeonly Option Applicant Name: T4E— EN 60,4 �cias J Floors Over Unconditioned Space Applicant Address: g l z -r(- a '. E Si s 1 Applicant Phone: el 2 x _.014140 I a —co Radiant Floors Project Description 10 New Building 0 Addition Alteration 0 Change of Use Compliance Option 0 Prescriptive Component Performance (See Decision Flowchart (over) for qualifications) 0 ENVSTD 0 Systems Analysis Space 1.1 c at Type 0 Electric resistance Roofs Over Attic Il other (see over for definitions) Glazing Area Calculation Note: Blow grade walls may be Included h the Gross Exterior Wall Aran II they are Insulated to the level required for opaque walls. Total Glazing Area trough opening) (vertical & overhd) dNlded by Gross Exterior Wall Area times 100 equals 1 Glazing S-78 ÷ .4/0C S X-100 = i Z.0 Con ere tc /Maeonly Option ❑ Chock hero II using Oils option and if project meals ell requkements for the Concrete/Masonry Option. Sea Decision Flowchart (over) tor qualifications. Enter requirements for each qualifying assembly In the table below. Envelope Requirements (enter values as applicable) Fully healed/cooled space Minimum Insulation A- values Roofs Over Attic e.' L7 All Olher Roofs • , Opaque Walls 2-19 Below Grade Walls Floors Over Unconditioned Space Slabs-on-Grade a —co Radiant Floors Maximum U•laclors Opaque Doors D CD Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing 1 Semi- healed space' Minimum Insulation R•values Roofs Over Semi-Heated Spaces* 1 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on Interior • maximum U•(actor is 0.19 insulation on exterior or Integral - maximum U•faclor Is 0.25 II project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Bluff 12 "F below (other walls must meet • Opaque Wall requirements). Use descriptions and values from Table 20.5b in the Code. Wall Description (including insulation R•value & position) U•factor RECEIVED SEP 1 9 1995 .7' i ECIVE7 SEP 1 9 1996 ROBERT rOSSATTI ASSOC. 09/09/98 09:29 FAX 208 3 8728 MERRITT +PARDINI( 1994 Washington State Nonresidential Energy Code Compliance Form ...,. 2003 Envelope UA Calculations Climate Zone 1 ENV -UA 1994 Waslinelon Sale No vu d.nlial Emily Cod. Complane. Forms April. 1994 Project Address /" (OJUL,Hh/V'S err./ w IL.A. w/‘ Date p_eo_geo Space Heat Type , ❑ Electric resistance jaA ll other Fa Building Department Use Glazing A tie a as % gross exterior wall area it. 0 % Concrete /Masonry Option O Yes ',SING Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). 11 Concrete /Masonry Option is used, Target U•Iaclors. SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page N Proposed UA U•laalor x Area (A) . UA (U x A) Target UA U•laclor x Area (A) = UA (U x A) > co U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: O.sty X 5'963 r 323.7 -• .. ,t j — 3 10.x_ ~ ...DIP e,, ., GIOzAl %EI (nC R ist s •iii:' .aa': •. ;;f.'..,;c °w:i."'•k•,�.: R..:: • .� ' ?�r: >.(? >; >•,. ;:: ia� %: j t. {';^ q • r va::......: �>'<:. <,;.. a1 "i :ate, .<,4�QV><ed:.. >. ,,:p -y!�j' ,;° ' AW' :;;p(> tklPliQ(MY -V 11Flt. .;a: i Ep U• Plan ID: ° •- U. PIan ID: U. Plan )D: U. Plan (D: U- Plan ID: U. Plan ID: • • • �1a r' ec.kk es�s 41ti�►;No�ll . >i.. Y.'4ef[`.i:. v't .\`,:>::•;,: ��. hh,::;.:n•.;f:4:c'::;:.....p. ?.: . �:: ` .80 is »; b•:��'�' ,�:; �•.:� 7 : , . :':3.4...7.'; ::.': � •. . ::,: :.;':::��> :::�r: > ?<,•r.a•r•�. ; >,:..;+� ;. �;. . ��.:;,:; .•.,, f�Q,:.�iMnlll.a,,., .5'!IW1... V, A •.; {'n ` iHM• : ;(se0<Tab a 1:3.i 1O tsild/Ma'ShiYjr< 1110S6 s $ 0 U. PIan ID: U= Plan ID: ... U= Plan ID. 4,VU PC el.() = 1113.(p .. 0.100 K41.0 t u4.1.(D • <1`5Y <` >tl[CC$1St'„ „Qail@f' k)j ': <i 200Mj'an3yVSZtt:$:j� y kit , ,: <�::. <>= � ''}}�f}:6 �� Kf�:��4 F'� . t d cc R. Plan ID: R. Plan ID: R. PIan ID: 0,0445 )C6fliCCo — 26.2 Q.O?(p x 4f(fK4.Y~` Z3,'o ::s:: >^ # J ;`} (ocIr..,rR!e9(« '''' {eai ?.., , ..t..... } .... , ` `..y.....'.` SSQ, A38 . a erg R. Plan ID: R. Plan ID: R PIan ID: R. D, f(oti rc. IV 4- ZbZ.dt O.ONL} 4 ZSSO - ItZ..Z. � .:::::: <> E !► 6' i <, ./ O(h }.:. H '.:•• >'_:; 1 :� i <:�;:: Inc In;R sal >` ..' �'' � '' :: ' ••r ..::.' `,C.: . ' ho. vy, 1''. r_ a`' :']`,:..�y�J(M /X.�T .... :?�.'f.:w ::0.1 .::;: `. ''t ?2S :.. =:.<..777,.f3.. 0.1q x "CO = 357'.A •. Opaque Waits' R. PIan ID: , /0 t�*P1' R. PIan ID: R. Plan ID: ;, c(is» R= Plan D: R. Plan ID: R. Plan ID: R. Plan 10: R. Plan ID: 3” '` wp ::. ,.. ..... rxs cf:i ear :;'.: Cr.. ., �:: v +.. •. ri `Ly .'t:: y: :J<; l ;'? ,:k. < ei, Yi; T::; w�4�JK .J,.:i`:.i:y:::'?•.�S.j,., .�•. .tJ.tit...ryGvK.v: w=,.{,<^. }�,'�Y. `.:t M {.U7 < : , i ::B 2i < : Jp� ♦ '> ��i:'�'` "' �,` ?'•:'F ..:;'J "� Qw�':� yktM``�'r wS;; •^ ��y`•; "4:�� ~�'6::J:`¢, C�i1c ;:.,.. >0'1, � �� tfi) <� '.C4r1CL. Below • Grade Walls R• Plan ID: R. Plan ID: R. PIan ID: R. PIan ID: .';: `< _h4.. h Ras 1 - ' Qa c- Has Y Or t 0 062 : >:; ''r.:0 14 .::: • :144.1 1.s44K1` ,< '4j1' °: v rd. i' LT- D R. Plan ID: R. Plan ID: R. Plan ID: R Plan ID: >z ;::.::::� : 'z: Iec%r ?i9 : #' - Qt. e.� <: < >'33 a;.i •X,< ? °F::;> } c.. ':a,iv ; e1t :o:�:l. ''c:?c:....;Q. Q()`1iq {{• ,). �+' i.3:iQQt•r.eii'�:' .._. �t'....�.:•.:< t t @ Fr :%� R. PIan ID: 11. PIan ID: R. R PIan ID: R. Plan 1D: ©•73 k 2>55.0 — eCt f a GillxOC. U. f S'$• .t. <.., µ .k S 6: •. uA'o �« , :.::�: '_ :f (Z4,0A0W4 Total. �+•_ 7. ; I ll H.S1:5. �': :3' <.{ .f "...2 � ..f`!'. ;�tp sr��< t:$'2. } f.;;•12::` +•)a {�Y, : s .' tilt<otanE:t 1 1 g 7S K.. ms's•. r'. l 1 '_ ri'::",.,�'x: {fi5i'f, }.;:fin �YY 1 •, ..Yw'Y < 41.90) l(a'/ '.1 'Fo( CMU walls, indicate core Insulation material. For compliance: - Totals) 1187 S 1 Zto i, (p 1) Proposed Total Area shall equal Targel Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 09/09/96 09:31 FAX 206 383 8728 MERRITT+PARD IN I 1994 Washt ton State Nonresidential Energy Code Compliatd Form 1004, Envelope SHGC Calculations Climate Zone 1 ENV -SHGC 1091 Washington State Norr.dd.ntial Energy cod. Co.n r.rrc. Fomr APO. 1001 Verllcal Glazing List components by assembly ID & page N Proposed SHGC SHGC* x Area (A) - SHGC x A Target SHGC SHGC x Area (A) - SHGC x A 443 — Plan ID: Plan ID: Plan ID: _ Plan ID: Plan ID: Plan ID: � ael X 578 + 140S'L J . K5'70 't S7�- :- iaz _ " `t5Ih` :Fi99tt k ,G f►��fi'� lidi��i�tU�f, ? : °�� b{ p4;`•: "G. � ;•.;.'ins: At :6:•::' 24 . < WIOy.ie i'w':v -1,), n,3QAO`t> <a< I`aI wad ".. �.. Cn.14 � t s : T � : � � � : ; j ` 1 1 x : . ';.�`.Ma ruyvatiasj =s; 'Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals Q 5- v v �/ MOO.•. 7 Totals' 5 7$ `` 5 7 6 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing List components by assembly ID & page 1 Proposed SHGC SHGC' x Area (A) - SHGC x A Target SHGC SHGC x Area (A) u SHGC x A -a '° Plan lD: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 6: ate•. I ! "!li i'' EIe rk,; eit t' ?h� H ill • , °...:;. :i ;.•.. s" 4%. >z'`��� :€ ?:2 `,3 Vii``' %` )X11' ,/y.]j.•�{%+.` t ; A'V.j� K'. } ?�J•..:..ti. :S ?j:� Xj� "',• j, :: .. :;::(si4i1icrGcnaktas�n:valu r 'Note: Manufacturer s SC may be used in lieu of SHGC. For compliance: Totals' -' Totals' , 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior waU area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13.1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used in calculations below. • •Roots over Attics .,Other Roots Walls 1 :•OG- 2 :OG= 3: VG= 4: 5: 6: Max Glazing Area (Cable 13.1) Maximum Target Glazing Area I Ixl cyol 100 1_17: , 1 Target OG Area in Roots over Attics 7: . Roofs over Attics Other Roots Walisl 1: lesser (circle) 7: Proposed 0 Max OG Remaining Target OG Area in Other Roofs le• 2: 8 lesser (circle) 8: Target VG Area =r07:51.773mi Tar , et OG Area Target Opaque Area Total Ts gel OG Area (sum 110. 1/11) Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area • 16: +I3: 1 -_ t9: 1 =I1 m,.;`!,:M;1:gz;s: Note: II there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Note: OG = overhead glazing VG - vertical glazing For Target OG's, circle and use the lesser values both here and below. Target values 9, 1'2, 13, 14 615 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 612 are also used in the applicable Target SHGC calculations above. 09/09/96 09:32 FAX 206 383 8728 • t MERRITT+PARDINI 1994 Washir,ylon State Nonresidential Energy Code Compliank.., Form el 005 Building Permit Plans Checklist Enatgy Coda Compharea Fortes ENV -CHK 1991 Washington Spla Apia. 1994 Project Address Nnut+t 411 ` S 7 .L l LA , w Ar Date O � - CP -47(o The following information Washington Slate Is necessary to check a building permit application for compliance with the building envelope requirements in the Nonresidential Energy Code. .• Applicability (circle one) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type yes no 1,a. Electric resistance no Other Indicate on plans That electric resistance heat is not allowed PA 2. es no RS? 1310.2 Semi-heated spaces Semi-heated seaces Identified on plans if allowed 1311 Insulation >' no n.a. 1311.1 Insul. Installation ndicate densities and clearances ASIA, no n.a. 1311.2 .. Root /ceiling insut. ndicate R•value on roorsections for attics and other roofs; ndicate clearances for attic insulation; ndicate baffles if eave vents installed; ndicate face stapling of faced balls rt; L43 .r : no n.a. ., 1311.3 Wall insulation ndicate R•value on wall sections; ndicate face stapling of laced balls; ndicate above grade exterior insulation is protected; ndicate loose fill core insulation for masonry walls as necess; ndicate heat capacity c4 masonry walls if masonry option is used or if credit taken in ENVSTD; Au-T.3 yes no C:1 1311.4 Floor insulation ndicate R -value on floor sections; ndicate substantial contact with surface; ndicate supports not more than 24' 0.0.: ndicate that Insulation does not block airflow through foundation vents yes no n.a. 1311.5 Slab-on-grade floor 'Radiant ndicate R -value on wall section or foundation detail; ndicate slab insulation extends down vertically 24' from lop; ndicate above grade exterior insulation Is protected yes no 1311.6 floor ndicate R•value on wall section or foundation detail; ndicate slab insulation extends down vertically 36' from the top; ndicate above grads exterior insulation is protected; ndicate insulation also under entire slab where req'd. by Official tV no n.a. 1312 Glazing and doors Provide calculation of gtaiing area (including both vertical .vertical and overhead) as percent of gross wall area /eNN-S yes no n.a. 1312.1 U•laclors Indicate glazing and door 1.1-factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low•e coatings, gas fillings SRI/ yes no n.a. 1312.2 SHGC & SC • indicate glazing solar Heat gain coefficient or shading coefficient on glazing schedule (provide area•weighted calculations as necessary) 9?t 1313 Moisture control yes no n.a. 1313.1 Vapor retarders ndicate vapor retarders on warm side <V. 3 yes no n.a. 1313._2 Rool /coiling vap.rel. ndicate vapor retarder on roof section;.• .. ndicate vap. retard. with sealed seams for non-wood struc. 4P -3 yes no n.a. 1313.3 Wall vapor retarder ndicate vapor retarder on wall section SD:-S yes end] n.a. 1313.4 Floor vapor retarder ndicate vapor retarder on floor section yes no 1313.5 Crawl space vap. rel. ndicate six mil black polyethylene overlapped 12' on ground 1314 Air leakage 4.‘,0.+ no n.a. r� no n.a. 1314.1 13142 Bldg. enve). sealing Glazing/door sealing ndicate sealing, caulking. gaskeling, and weatherstripping ndicate weatherstripping 3. no n.a. 1314.3 Assemb. as ducts ndicate sealing, caulking and gasketiing /A3 PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output 11 necessary - - -- - - - - -- If no" Is circ a for any question, provide explanation: 1\.,5'x. t- 3. Lt — -(R Tau%∎ -OtNC. LS Gk,r�•nrvG #7u6 Th1 SL/1.0 'j.:26N -v . f� cj • S I rvC &- -7-L(13. gu i 1.01 NGt ecion t f - 16 $ /ors Li (NST74t,t.aD l S A/o i E'C /tic,, tS No fyuStn./1'r1ON 09/09/98 09:33 FAX 206 383 8728 MERRITT +PARDINI 1994 Washlr run State Nonresidential Energy Code Compliandu corm 21006 Mechanical Summary MECH -SUM 1994 Washington Maio NonastdamaI Enrpy Coda Compiarca forma April, 1994 Project Info • • Project Address HooL'Aou.5 Dale gi.to_iyo For Building Department Use • _ 'TU 1t-Ac- WA' / Applicant Name: g is i- r\k [N r%FP Applicant Address: rti oi aid. 5.r-. E srs / t Applicant Phonei... C)2Z -D»/ O Project Dcsciiption Briefly describe mechanical system type and features. Poor =70 t G,hS PAC-4S (...) trr`( HI. A-7 P.zLO1)Iti./ UvrTS Foe ico O .SA , oPr?!M1oN. Compliance Option Simple Syslem ❑ Complex System (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Equipment Schedules The following information is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID &and Namel Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV3 Location SEe 4h F P--- flAZ Heating Equipment Schedule Equip. ID &and Name' Model No.' Capacity Total CFM OSA chn Econo Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip. ID - Brand Name' • Model No.' CFM SP' HP /BHP Flow Controls 'Location of Service 'II available. t As tested according to Table 14.1, 14-2 or 14-3. ' II required. ' COP, HSPF, Combustion Efficiency, o AFUE, as applicable. $ Flow control types: VAV, constant volume, or variable speed. - 09/09/98 09:34 FAX 208 383 8728 1994 Wastrlgton State Nonresidential Energy Code CompliaTrce Form MERRITT+PARDINI I i 007 Mechanical Summary (back) MECH -SUM 1994 WaitingIon ewe Naraaldamlal Energy Code Compliance fans April. 1994 System D cscription See Section 1421 for full description of Simple System qualifications. II Heating/Cooling or Cooling Only .U.Constant vol? 0 Split system? V cooled? CaEackaged sys? 0 454,000 Btuh? Pir Economizer Included? If Heating Only: . ❑ <5000 elm? ❑ <70% outside aYT Decision Flowchart Use this flowchart to determine 11 project qualifies for Simple System Option. If not, ether the Complex System or Systems Analysis Options must be used. System Type eating/Cooling or Cooling Only onslan olume Heating Onl 5000 elm Ir Cooled? ackage stem9 <70% OA no 54.000 Btu 1900 clm Split stem 54.000 Btu 1900 cfm Simple System Allowed Reference Sec. 1420 Y Use Complex t Reference l System `Sec. 1430 ) '7. Complex Systems Refer to MECH•COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 09/09/98 09:34 FAX 208 383 8728 MEIN ITT+PARDINI (.1 c. 1994 Washington State Nonresidential Energy Code Compliance Form [boos Mechanical Permit Plans Checklist MECH -CHK 1994 WaMirion aide Enemy Cad. Compbane• Fomu Aug. 1994 • Pra(ectAddress I- IOULtNAB'S - %VgL.a11r}s► J L:14• (Date V -ems The following Information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (circle one) Section Component Information Required Location on Plans Building Department Notes HVAC RE-45 IREMEttTS (Sections 14t1 -1424) 1411 E performance m ,j ". 1411.4 P e ec. ht • .8 el.. List heat pu • s on schedule `,- ro n.a. ' 1 mum e • 0 ency quipmenl sc e • u e with type, capacity, e • is enoy , • .. 1412 HVAC controls no n.a, 1412.1 Temperature tones `indicate locations on plans /M .- m n.s. 1412.2 Deadband conGol Indicate 5 degree deadband minimum M s no uiU' 1412.3 Humiditxr contrd Indicate humidistal e�_s ro n.a. 1412.4 Automatic setback indicate thermostat with night setback and Tdifferent day types M --: a. ro n.a. 1 12.4.1 Dampers Indicate damper location and automatic controls AAA yes no . - . ' 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes (i) n.a. 1412.6 Combustion htg. Indicate modulating or staged control no n.a. 1412.7 Balancing Indicate balancing 'features on plans 111L1 ,�s no n.a. 1422 Thermostat interlock indicate thermostat interlock on plans 1/VL • .z, no n.a. 1423 Economizers f`quipment schedule • it 12. 1413 Ak economizers • . u. no n.a. 1413.1 Operation Indicate 100% capability on schedule OA E. „A:0 no n.a. 1413.2 Control 'Indicate controls able to evaluate outside air A r: , ro n.a, . ntegrated operation In. kale capa ` tty at partia coo ing M _ ° 1414 - Ducting systems e no n.a. 1414.1 Duct seating Indicate sealing necessary ?AS no • n.a. • 1414.2 Duct insulation Indicate R•value of insulation on duct no n.a. 1415.1 Piping insulation Indicate R•value d insulation on piping • !t no n.a. 1424 Separate air sys. Indicate separate systems on plans no Mech. Sum. Farm Completed and attached. Equipment schedule with types. Input/output, efficiency, cfm, hp. economizer SERVICE ATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. yes no 1441 Elec. water healer Indicate R- 10lnsulalion under tank yes ro 1442 Shut -oti controls indicate automatio shut -ofl 1450 Healed pools . yes no 1452 Pod water healers Indicate not electric resistance yes no 1453 Pool heater controls Indicate switch and 85 degree control yes no 1454 Pool covers - Indicate vapor retardant cover yes no ng 1454 Pools 90+ degrees Indicate R•12 pool cover 11 "no” is circled for any question, provide explanation: r- A Cv' - St-tear tS ?toy1pCI) St•k$UI t✓G F-t- Wr1 NJ& F'a 2 QcurroP ob.) , Sri4613.- t Cvrvnev . Or= Cv.+4& 770. ) 1994 Washington State Nonresidential Energy Code Compliance Form - Electronic Beta Version Lighting Summary LTG -SUM 1994 Washington Stem Nonresidential Energy Cod. Compliance Forth July, 1994 Project Info Project Address SOULIBAN' S RESTAURANT Date 8/6/96 Area in ft2 Mowed x Area Far Building De F{ CEVnD se CITY OF TUKWILA . S E P 0 3 1996 PERMIT CENTER V 16100 S0UR IDFIQ PARKWAY, REDO C TUKWILA, WA. Applicant Name: a.c.s. sNCnig s, rec. Applicant Address: 3601 20TR sMAUT E. Applicant Phone: TACOMA, WA 98424 Project Description I ❑ New Building ❑ Addition ►F Alteration Compliance Option ❑ Prescriptive 'F Lighting Power Allowance ❑ Systems Analysis (See Qualifk aticn Checklist (over). Indicate Prescriptive & LPA spaces cleary on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location (floor/room no.) Occupancy Description Allowed Watts per ft2" Area in ft2 Mowed x Area Covered Parking RESTAURANT / BAR (FOOTNOTE 5) 1.03 6964.0 7172.92 Open Parking COMPACT FLUORESCENT 2 /26WATT 13.0 45.0 585 Outdoor Areas 4FT. 4 LAMP FLUORESCENT 2.0 86.0 172 Bldg. (by facade) 60WATT INCANDESCENT 25.0 60.0 1500 Bldg. (by perim) 50WATT n1CANDESCENT 78.0 50.0 3900 " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts 7172.92 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking COMPACT FLUORESCENT 2 /13WATT 12.0 30.0 360 Open Parking COMPACT FLUORESCENT 2 /26WATT 13.0 45.0 585 Outdoor Areas 4FT. 4 LAMP FLUORESCENT 2.0 86.0 172 Bldg. (by facade) 60WATT INCANDESCENT 25.0 60.0 1500 Bldg. (by perim) 50WATT n1CANDESCENT 78.0 50.0 3900 Note: for building exterar, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 4OWATT INCANDESCENT 11.0 40.0 440 25WATT n7GM8o5SCENT 8.0 25.0 200 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7157 Maximum Allowed Lighting Wattage (Exterior) Location Description Allowed Watts per ft2 or per If Area in ft2 (or If for perimeter) Allowed Watts x ft2 (or x If) Covered Parking 150 WATT DIGWDYSCEN'T 0.2 W/ft2 150.0 600 Open Parking 100 WATT INCANDESCENT 0.2 W/ft2 100.0 1500 Outdoor Areas _ 0.2 Wift2 84.0 84 Bldg. (by facade) 0.25 W/f12 Bldg. (by perim) aurcorNC PERIMETER 7.5 W /If 292.0 2190 Note: for building exterar, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 2190 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed BLDG PERIM. 150 WATT DIGWDYSCEN'T 4.0 150.0 600 100 WATT INCANDESCENT 15.0 100.0 1500 70 WATT METAL HALIDE 1.0 84.0 84 ( 1994 Washington State Nonresidential Energy Code Compliance Form - Electronic Beta Version Total Proposed Watts m.t exceed Total Allowed Watts to Exterior ()Total Proposed Watts 2184 1994 Washington State Nonresidential Energy Code Compliance Form - Electronic Beta Version Lighting Summary ( .ck) LTG -SUM 1994 Washington Si tai Nonresidents! Energy Coda Compliance Farm July, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Not•: If occupancy type Is "Other' and fixture answer Is checked, the number of fixtures In the space is not limited by Cade. Cleary indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (3 Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent. non lensed. with onty one or two lamps, and 2. Lamps are T -5, T -8, T -I3 a PL, and 3. Lamps are 5.50 Watts, and 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Use' LPA2 (W/it2) Use' LPA= (W /1t2) Painting. welding, carpentry, machine shops 2.3 Police and fire stations° 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition halr3.4 2 Assembly spaces °, auditoriums, gymnasia °, theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars° 1 Cafeterias, fast food establishments° 1.5 Retail A'0 1 Factories, workshops, handling areas 1.5 Retail B10, Retail banking 1.5 Gas stations, auto repair shops° 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries° 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages Sea Spate u.12 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors. lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not Ilmked to schools, hospitals, institutions, museums, banks, churches)".11 1.2 Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such u seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be inaased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted fa only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall coneourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjaeait spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. Fa both Retail A and Retail B, light for free-standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, u the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • AHBL • CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS Project j b'W$ No. /1) "0 5 ❑ Page of Subject ❑ Calculations With/To Phone ❑Fax ❑ Memorandum Address Fax # ❑ Meeting Minutes # Faxed Pages ❑ Telephone Memo Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 206/383-2422 206/383 -2572 FAX L. Ti�VGTLIR & GvLATTor6 ...FoR t2EPA2m GARAZ )i g:t? SR. DFSXG.N EA G? REv E w a -13\); G 7 F .1i-otA5D0/✓_...... Ps.., 5.E ... .. . __PertvCa-PAL RECEIVED SEP 1 9 1996 CRT FOSSA.TT4 - ASSOC. • RECEIVED SEP 1 9 1996 CITY OF T UKWIL4 • 'SEP 0 3 1996 PERMIT CENTER 11 this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. AHBL CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 206/383-2422 206/383-2572 FAX Project Subject With/ To Phone Address Fax M # Faxed Pages �v��rnrs No / vealtx1 ❑ Page of ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo IODF DL R obi' 5.r.f,v c-/rTF2y g; SET-34--(d: zOWE 3 j19 Ai-lomiw 5. L aac-: ?Coo TI& L E 0 F Co me pi-16 C) —G). Fl L)-L3 obF Mi9v4ckte CoLu f c(r, Foov mows L #-T 'L 11-0194= If this does not meet with your understanding, please contact us in writing within seven days, THANK YOU. • AHBL CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS (,jam, , 1Lrs,, �/ ! L� Project Ll W Ln /� ►t/ S No 96 /• %'O ❑ Page IR I of Subject ❑ Calculations With/To Phone ❑ Fax ❑ Memorandum Address Fax # ❑ Meeting Minutes # Faxed Pages ❑ Telephone Memo Date: g•bcF. DL= b4' F 5i± ow P5F 8y: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 206/383 -2422 206/383 -2572 FAX Mfcl) will 5o P5F oLEV 9/x9' 412) (B'o _ arsrs,►t,, 3eo WbaST 6-4-5F mohtFwr: 300 !b 1So PLp Rooj=- PL Show M � 1.0 0 K, Fr ' 3e 35' D o j< 8 : ./ 6 3 RP w1,l _ 173 PLF 0 , k. 1' If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. AHBL CIVIL. & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS Project t OULX No b-O ll ❑ Page of Subject ❑ Calculations ❑ With/To Phone Fax ❑ Memorandum Address Fax # ❑ Meeting Minutes # Faxed Pages ❑ Telephone Memo Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District :06/383 -2422 206/383 -2572 FAX 5/.1-m c. 1 ?LF A Mar q,2 10' 5 9ft': )o (P.-Sri-F.)010 ; C 5 8 Woo (.45 moME1NT : 3-50 8 6 6x B 5LEIVER5 U►vDat Lom,. Ain. b iV 61= vr.,275 P L r v (w71) 2•4r 35-1-5 5I-E "41‘.1A frt Fvlays �, ► .r•TTo,n.) w = 3S f F (bl3 -) = i7 PLF V,,,,. . D--3 S 18 VGF' 1ix6 i 1- )6110(. If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. GLj '1gxlz I , .,..__...__.. t • AHBL CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS :' Project ��"V ' No. ❑ Page. of Date: By: Copies to: Subject ❑ Calculations With/To Phone ❑Fax ❑ Memorandum Address Fax # Meeting Minutes # Faxed Pages ❑ Telephone Memo SIE Brvvs r1 TD (0.5 w= 300 PLF L^ b' }- -70010 GL ->yr✓-1 hryz. ( y7 0. )0 1.)S 04se,;)... Sri = I.3.00o;-P0 his C ;-dam yka ) 57 ;113 I ;r,T,j . soh) R.p)01 ;.m) to -1% .N' SL1 (18x/3(1±) GL s'113 xjo'1-3 ivt Sri- 8MS »T Gnr, w = y'TY B (yo f5F3= 16a pLF t 30 2215 N. 30th Street l a ( dye (LF) = 1 w Suite 300 Tacoma, WA 98403 Old Town Historical District .06/383-2422 206/383 -2572 FAX SELF wT 111)r,,4( 190 (.F (IOTA.: 7, 7 A".)cJ i ;g) - S(116)(1 r1a(12,)j9 3811 (1,8Xlo6) 0)01) If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. , AHBL CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District !06/383 -2422 206/383.2572 FAX Project 1-11}h1\4-4 1 1\Cti No `' ❑ Page C) of Subject ❑ Calculations ❑ Fax With/To Phone ❑ Memorandum Address Fax N ❑ Meeting Minutes # Faxed Pages ❑ Telephone Memo 517E c.oL5 A-T t-zy vFsrx Dig.,~ f4 1Z LotiT 15 Nec, -BL.E, 5zE F✓1 vterAj `oep, I'1oh2 A3 Gr i.E R -1) $ M STYE' 13A-SE (� t = 6111 a-lie,; fib) 144,,,„), 1y PSFCST2r3) £ .'i ) _ l.o K.FT (3' 613)CZ) 6-- 6 Cis �.� d ;n) }o h.Fr Cp.N _ i ;r ,66 Cy6k,;) T5 / / , 5x 5x .S S. +-13 . , TRY j )(1'." bos-e Rj b =) 3'' L..5 13,45E , If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. ,:;04Rriatr Vi;t413 ,,FiP9wccs:rrrc,r:ui ee.::a s,reI. AHBL St CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS r:• t •t� .. Project grAILITHINA No 9. 06 ❑ Page( -2. of Subject ❑ Calculations With/To Phone 0 Fax ❑ Memorandum Address Fax # 0 Meeting Minutes p # Faxed Pages ❑ Telephone Memo Date: Br) � E P. Gorr: By: copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District )6/383 -2422 [06/383.2572 FAX 45.5 I a-' kb- " 1. '1.7.p 13 K !g cowl pngiro ,ti,t.• IV 13EnTe44,- = , 853/4 = •7 685) auwvfr 0 ; 1785,e,, IMPkrait BE) rp4 144 = j.7 (13K)= aD-k al, no It _ t'785 p G p1 -uti,uS I2)a) /,j1 1 "''S ZDE Fite zokE Oa/ / 4 oL7- Ia 1Mrw neFv Py ,oy; 3400 lb hioex ► 8I 1 USE 1::.Lhc`Ix3116 1 It this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. AHBL CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS Date: By: • Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 36/383.2422 106/383 -2572 FAX / Project ttf NS No. 16?-090.0 ❑ Page F ) of Subject ❑ Calculations With/To Phone ❑ Fax ❑ Memorandum Address Fax # ❑ Meeting Minutes # Faxed Pages ❑ Telephone Memo 51 - ,Fiir AT EWrel c01-1411 K•FT C.3°° . PLF 111A'1sa t- tiya fl-F - w•T ) Zz' e= YN 2.0k.P1 x,51 8K LA 3 :7 e.< Li6 ; f 6 W1 8L 8k 6 (zokr�) r Wp (/E Pa/ LAN 4,- USL o� /l ,-6 �( �n- 5I Fflr 'IT "Mr c.oL s 3 Lin )46 3'00u, = 13 K5r = 300 PSF ol< usF' POD FJ- If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. AHBL L I CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS No 96a -090).0 ❑ Page L1 of Subject ❑ Calculations With/To Phone D Fax ❑ Memorandum Address Fax # 0 Meeting Minutes X Faxed Pages ❑ Telephone Memo Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District '08/383.2422 206/383.2572 FAX Project IICIA-PtA IvS 5 XS -3o Jg 3 If this does not meet with your understanc 0 'HANK YOU. aE"+,'t: t., alJ%: ii?i�; ar:. 7e' }isFf.�isGT^xaxa'twwv...v.+w..- v... am..., w.. s..,. i+«, r- a. w.... w.,«.. w.........,. w....-..................«. ........... .............. ...... AHBL L CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS Date: By: .:opies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 206/383 -2422 206/383.2572 FAX u Project o' NS No 1• ?-0 ❑ Page rl I of Subject ❑ Calculations With/To Phone ❑ Fax ❑ Memorandum Address Fax # ❑ Meeting Minutes # Faxed Pages ❑ Telephone Memo 0.5 5 tJSM.0 FORCE 70 RoaF i ratt , ; E)5 P5F (7o') t (/6 )(Ss rsF) t (al')(js Pir) J 0.3 41,15) 230 Pl-F 145 ANA FenL-g TO (ttOF fRAI+ t 13, 5 P5r ( 116' j.- 0 l6b PLF SH-Eyx Inc W73' -- 4i Gigo )6: 23b PLF (a -.2) Lt 7s iv. •%1N E )5 P5F (9O /) (ss P6F) CIS PSFn o.3 (1:15), 2.45 PLF Sii-81-K AT Gil ab s fi.F C 70M 8 t' y'iy'21.j3./ 33o (LF If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. WkYli:: %,&eid.Ka(t4A:.Waatt 7tr.~0.1u.new..wr + ew..eraawww;.w . a... .s... n.. AHBL CIVIL & STRUCTURAL ENGINEERS • LAND PLANNERS • LANDSCAPE ARCHITECTS Date: By: • Copies to: Project 1401)1.7)+4 W No `I n tt‘00 ❑ Page 1-3 of Subject ❑ Calculations With/To Phone ❑Fax ❑ Memorandum Address Fax # Meeting Minutes • Faxed Pages ❑ Telephone Memo C,1}EGK ovERTL Mrs cI= 6 h.; : ?t 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District .06/383 -2422 206/383-2572 FAX h= 10 =y/ F�= 330 (trel /JC109 3po lb 11= 10' h= Fitt, ; 3000 Ib USE )iDS W/ 63) 5r1/D3 If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. te•Wralthi.d. �. .,... • y• J r ng •schadula ' IOM TO PLA • •;. ■eoNJL -.101 MIL 4 yT I PLA1p - SPIN • • - LAPI J01011 1 JOt$T$1 CE1iD - 10 PLOD ON INS 10 11 - NMI MI 10 Jo STS MOON ItwtOGING 10 JOIsTs • • • r • I..,., . . • .. �:.. -.7 S0.6 b.E.'. ~.. • • • PLYWOOD , ROOF StEATMINQ - 3•4 • • PERINEUM Of UU$LDINM • EDGES OR SAM olitT • !wanton OF (mQI MEET • WALL. IINEAWIGNIF acin 1! 41;7;rs1; wry .�'C' • 1 • 5 • • f /!" GYPSUM SHEATHING WARD. • ALL STWS. TOP $ BOTTOM PLATES 1 NM:KI S 11/1" -GYMS WALL SONO • ALL SRp• 10r $ e0?f01 PLATES $ •LOCKINI 3111" GYP S ALL SO APO • ALL STUDS. TOP $ eOTTONt PLATES & ■.OMINS • • Io • III ...MC. •11 SA. XIS/•" PT. SALV. NA/LS • • 1e • O.C. ID COMM NAILS • 1" O.C. ' • o COMER WAILS O.C, • S 1 /sS! + HEAD D =IYa . • • • e • RECEIVED OCT 1 6 12 ^3 c'Pfr.cttI 11 CIVIL t STRUCTURAL ENGINEERS LAND PLANNERS•LANOSCAPE ARCHITECTS j;11 •..),IM )OU Su I. 300 • 144C4•, •• 11.0) 1701: )1)•7.77 • P8 INC 311•811 )(1i-T-r 1 %3roy.>0 i • • RECEIVED OCT 1 6 1996 HS L CIVIL t STRUCTURAL ENGINEERS LAND PLANNERS•IANDSCAPE ARCHITECTS 3:H • 3Arn 301• 3011 300 • 3•CCu• •• 91103 I:04: 313.1,03 • ••. Hoar 111•71'1 q-0 Lj .00Q -n JtJo rivd26 DM e 00 611. IMO To Vlote•I btfl 0,00 to 1 Col e0 0P .Ih15. N11rJ. typical exterior concrete block wall= o �� 7HIGK f>voCK ur-IL.500 I►4DIGA -r Gt o *NI ma, WNoRo exft W moot- Oria0T4 rAGE 0140LK G- I.6Ec0.114 o ek,Jp !WM ,AY 41 -0 aG. v. /' No 0 o f NO.R� t 1206,4tiz , 24 "QG2( 1 o 2GOvRrh 6ON0 M' TGc/P A' v*L-L- VJ/ 2 Na 5 Fz00,4 GONT 6A. WI-40a o PCINT 0)(7 IDe. V470 b ( i *PE.GIPiesATION *) RECEIVED OCT 1 6 1996 CIVIL d STRUCTURAL ENGINEERS LAND PLANNEPS•LANOSCAPE ARCHITECTS 22'1 .40.• 3O. 3.2! 100• 2•42C.• NA 21602 1201' 1112.22 • •A• 120!1 1112122 . • '' • ID 4" LONG SLAB g• `' ° �� -- - SPLICE @ COL .1 ■moo 2' Gl. 0 0 0 GoMPAGrE0 GleANU L R i3�GKF�iL� o� O °0 b-A 0 c"° k u0 cio 0 to'i4 0 .1 oe 4- IvCo SPLICE MIDSPAN #3 TIES 12 "0 /G1 • O 4d• �o 0 G3� 0 4.1 footing dtl va„! • RECEIVED OCT 1 6 1996 rn CIVIL 4 STRUCTURAL ENGINEERS LAND PLANNERS• LANDSCAPE ARCHITECTS 700+ 10.11 100 • 1•CCu• w• 10107 ■i01' 117.7.17 • F■• 17,11 711•1117 %6 D.oy, a-0 num- YC -D -7 March 1995 2nd Printing Packaged Gas /Electric Rooftop Units 3 through 25 Tons CITY OFETUKWILA SEP 0 3 1996 PERMIT CENTER MM. - Mechanical General Units shall be dedicated downflow or horizontal airflow. Operating range shall be between 115 F and 0 F cooling as standard from the factory for all units. Cooling performance shall be rated in accordance with DOE and/ or ARI testing procedures. All units shall be factory assembled, internally wired, fully charged with R -22 and 100 percent run - tested before leaving the factory. Wiring internal to the unit shall be colored and numbered for simpli- fied identification. Units shall be UL listed and labeled, classified in accordance to ANSIZ21.47 for gas fired central furnaces and UL 1995/ CAN /CSA No. 236 -M90 for central cooling air conditioners. Canadian units shall be CSA certified. Casing Unit casing shall be constructed of zinc coated, heavy gauge, galvanized steel. Exterior surfaces shall be cleaned, phosphatized and finished with a weather - resistant baked enamel finish. Unit's surface shall be tested 500 hours in a salt spray test in compliance with ASTM B117. Cabinet construction shall allow for all mainte- nance on one side of the unit. Service panels shall have lifting handles and be removed and reinstalled by removing only a single fastener on the 3 -71/2 ton units and not more than three screws on the 8'/2 -25 ton units while providing a water and air tight seal. The downflow unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 11/6" high supply /return open- ings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting. Unit Top The top cover shall be one piece or where seams exist, it shall be double hemmed and gasket sealed to prevent water leakage. Specifications Filters One inch, throwaway filters shall be standard on all 3 -71/2 ton units. Filter rack can be converted to two inch capability. Two inch filters shall be factory supplied on all units above 71/2 tons. Compressors All 3 -17'/2 ton units shall be direct - drive hermetic, reciprocating type compressor(s) with centrifugal oil pump providing positive lubrication to moving parts. Motor shall be suction gas - cooled and shall have a voltage utilization range of plus or minus 10 percent of unit nameplate voltage. Crankcase heater, internal tempera- ture and current - sensitive motor overloads shall be included for maximum protection. Shall have internal spring isolation and sound muffling to minimize vibration trans- mission and noise. External high pressure cutout shall be provided on 15 and 171/2 ton models. Low pressure switches shall be standard. All 20 and 25 ton units shall be direct - drive, hermetic, scroll type compressor(s) with gear type oil pump providing positive lubrication to moving parts. Motor shall be suction gas - cooled and shall have a voltage utilization range of plus or minus 10 percent of unit nameplate voltage. Internal temperature and current sensitive motor overloads shall be included for maximum protection. Shall have internal spring isolation and sound muffling to minimize vibration transmission and noise. External discharge temperature limit, winding temperature limit and compressor overload shall be provided. Refrigerant Circuits Each refrigerant circuit shall have independent fixed orifice expansion devices, service pressure ports and refrigerant line filter driers factory installed as standard. An area shall be provided for replacement suction line driers. 85 Evaporator And Condenser Coils Internally finned 3/8" copper tubes mechanically bonded to configured aluminum plate fin shall be standard. Coils shall be leak tested at the factory to ensure pressure integrity. The evaporator coil and condenser coil shall be leak tested to 200 psig and pressure tested to 450 psig. Gas Heating Section The heating section shall have a drum and tube heat exchanger design using corrosion resistant steel components. A forced combustion blower shall supply premixed fuel to a single burner ignited by a pilotless hot surface ignition system. In order to provide reliable operation, a negative pressure gas valve shall be used that requires blower operation to initiate gas flow. On an initial call for heat, the combustion blower shall purge the heat exchanger 45 seconds before ignition. After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat. Units shall be suitable for use with natural gas or propane (field installed kit) and also comply with California requirements for low NOx emissions. Units under 5 tons shall have a single stage high or low heat option. The 61/4 and 7' /z ton units shall have either single or two stage heating options and the 81/2 through 25 ton units shall have two stage heating. Outdoor Fans The outdoor fans shall be direct- drive, statically and dynamically balanced, draw through in the vertical discharge position. The fan motor(s) shall be permanently lubricated and have built - in thermal overload protection. *indicates both downllow and horizontal units. Performance Csw25 Data Table 51 -1 Gas -Fired Heating Capacities Unit Heating Heating Air Temp. Tons Model No. Input MBh Output MBh Rise, F YCD036C1L 80 62 50-80 3 YCD036, YCD037C -L 80 65 50-80 YCD036C1H 120 94 50-80 YCD036, YCD037C -H 120 97 50.80 4 YC *048C1L, ' 90 70 35-65 YC *048,049C -L 90 73 35-65 YC*048C1H, 120 94 35-65 YC#048,049C -H 120 97 35.65 YCa060C1L, 90 70 25-55 YC*060,061C-L 90 73 25 -55 15 YCs060C 1 H 135 105 35-65 YC *060C -H 135 109 35-65 YC *061C -H 120 97 25-55 6'/.8 7%z YC*074-091C,D-L 120 97 25-55 YC#074.091C,D -H 205/150 166/122 35-65 81 YC*102C-L 135 105 15-45 YC *102C -H' 205/150 166/122 25-55 YC*103B-L' 150 122/81 20-50 YCe103B -H' 250/175 203/142 45.75 YC *121B -L' 150/100 122/81 20 -50 10 YC *120B -H',YC *1218 -H' 250/175 203/142 45 -75 YCa 120C -t, 135 105 15-45 YCa120C -M' 205/150 166/122 25-55 121 YC *150C -L', YC #1518 -L' YC*150C -H',YC #151 B -H' 150/100 122/81 10 -40 250/175 203/142 25-55 YCa180B -12 250/175 203/142 25-55 15 YC *180B- H',YC *181B -1-1' 350/250 284/203 35-65 YCe181B -L' 250/175 203/142 15 -45 17'f YC *210C -L' , YC*211 B -L' YC*210C- H',YC't 211 B -H' 250/175 203/142 15-45 350/250 284/203 35-65 20 YC *240B -L', YC #241 B -L' YC*240B- H',YCo241 B -H' 250/175 203/142 15-45 400/300 324/243 25-55 25 YC #3008 -L' 250/175 203/142 15 -45 YC *300B -H' 400/300 324/243 25-55 NOTE: 1. Second stage is total healing capacity. Second Stage / First Stage. 51 rhJu—u1 —UU Irlu U4sJ.) r'II Application Information Layout Considerations Figure 1 depicts typical V Model layout. Additional dimensions, weights and clearances arc given on page 17. Refer to appropriate THANE catalog for additional information, Water Drain and Overflow • drain, overflow, and bleed -off should be routed to a roof drain with an alr gap. • Sizes 43 and up require a separate 1W drain valve provided by the Installer. • A baoidiow preventer, stop valve, hose bibb, and a water pressure regulating valve should be provided by the installer. • In freezing amides, provision, for draining the wake -up water valve should be made for seasonal shut -down. Water Supply • AU indirect models have a W line. • Indirect/direct models to size 114 have 34" Imes, and sizes 114 and 196 have W lines. Water Usage A conservative estimate of water usage including proper bleed is from .6 to .B gal. per ton hour of coaling. Figure 1 �U.OW r-o' roe soviet A6cESS V. U2 /Ub Automatic Drain • Prevents freezing of the sump and water supply tine by draining on a signal from a freezestat. The supply fine shut -oft drain valve must be field - installed below the roof and routed to a suitable drain. The sump drain valve can bo Installed on the roof. Curb • Sizes to 23v have an overhanging energy recovery module and use the standard TRANE curb. Optional energy recovery section curb is available. • Sizes 30v - 54v have a separate curb for the energy recovery module In addition to the standard TRANE curb. • Sizes 43 and up use the standard TRANE curb. Power Flush • A separate pump turbutatee and flushes dirty water from sump on a daily timer, or when the unit stops. • All models with the direct evaporative option can benefit from the automatic flush to prevent odors and bacteria, • ACERs Installed at ground level In dusty or sandy locations can also benefit from the automatic flush. arennCAI oacoRnCCi LOCAL QH 8 SPEGAIR options Q Contractomuppied ,FEB 13 '97 09 :05PM DEPT OF L &I TUKWILA P.2 /3 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Compliance • Region 2 • Electrical Inspection 12806 Gateway Drive • PO Box 69050 Seattle, Washington 98168 -3311 February 13, 1997 Duane Griffn, Building Official City of Tukwila 6300 South Center Blvd, Suite 100 Tukwila, Washington 98188 SUJB:TECT: HOULIHAN'S RESTAURANT FINAL INSPECTION. Dear Duane; Attached to this memo is a copy of a letter from the owner of Eagle Crest Electric, Jim Milne. Please note that Eagle Crest Electric intends to correct the problem of overloading of the 400 sinp panel no later than 12:00 noon, Friday, February 14, 1997. The Department has been assured by all parties involved that the ,issue will be resolved in an expedient manner. On the basis of verbal and written commitment from the electrical contractor it is the department's opinion that the electrical installation would pose nr immediate threat or electrical hazard to persons occupying the restaurant. Therefore any issues re. Jading the electrical installation that would interfere with the schedule opening of the restaurant have been resolved to the Departments satisfaction. The Department reserves the right to inspect the changes for compliance with applicable odes and standards before the final electrical approval is granted. The Department assumes ho liability for damage to life or property, which may result from improper installation. Thank you for your patiences and understanding in dealing with this issue. Should you have any questions about the content of this memo or any other issues regarding the electrical installation at Houlihan's Restaurant, please call me. Robert•E Lloyd Electrical Inspection Field Supervisor llob235@lni.wa.gov (206) 248 -6640, FAX: (206) 248 -6635 Attachment: Eagle Crest Letter. CC: Jim Milne, Eagle Crest Electric, FAX (360) 568 -1761 Tim O'Grady, Compliance Manager, Dept. of Labor & Industries, Region 2 Allan Berg, Electrical Inspector, Dept. of Labor & Industries, Region 2 REL10 21397 l DOC • • 'FEb 13 '97 09 :06PM DEPT OF L &I TUKWILA P.3/3 Eagle Crest Electric February 13, 1997 Bob Loyd/Electrical Supervisor • :Department of Labor and Industries '• '12806 Gateway.Drive Tukwila, WA • RE: • Houlihan's Restaurant Dear Bob, Y appreciate all your help in resolving the difficulties I have had with the oad calculations on the above•referenced project. In order shift the 69amps of power that exceeds the 400amp rating of anel A, Eagle ,• Crest Electric will relocate the 45kw booster beater now on panel A circ is 2,4,and 6, to panel D, and install its breaker in circuits #32,34,36,38,40, and 42. We also shift the ' northeast refrigerator units circuit #32, and the southwest circuit #34 w ch is presently in ' panel D, back to panel A and install them in circuits #2 and #4,'previousl occupied by the ' booster beater. ,. This work will commence at 6:OOam Friday Feb. 14th, and be completed with a crew of three (3) persons and be 100% complete by best case•10 :00am to 12:OOnooQ worst case • scenario. • • Again, thank you for your cooperation. Sincerely, • • EAGLE CREST ELECTRIC im Milne • Owner JM/jw' •• • • • 417 Maple Avenue • Snohomish, Washington 98290 • (360) 568 -1693 • (3 ) 568 -1761 FAX EAGLECE066J0 ' to AG- Fr: Ere 5 47ad RECEIVED CITY OF TUKWILA FEB 0 7 1997 PERMIT CENTER GY 4,t �hGt ,O I /SStia/ I ��- C� 7 ca 4'l c D%- CieC ire e are- Flo 74 U4,.`e.q/ al/e 7`7 e - // U // D GI r 7CC r / r 7 e,//f 74/ aye cL//(/rUSq/ ef5 ac.7yIce( / �ilspeccrs 4:3f7ec- /4' 1 S at re- re...69 41. AS( v.■ February 7, 1997 John Jimerson, AICP Associate Planner Department of Community Development City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Parkway Square Parking Lot Curbing Dear John: Seattle Pacific Realty, Inc. Site Acquisition • Retail Leasing Property Management Per our phone conversation of this morning, this is to confirm that our asphalt company, Pacific Parking Lot Maintenance, is pouring the concrete to repair or replace all broken or missing curbing at the Parkway Square Shopping Center, 16800 Southcenter Parkway, Tukwila, WA 98188, at noon today. As this work is being done on the verbal authorization of our office, we respectfully submit this affidavit in lieu of a written bid prepared by Pacific Parking Lot Maintenance. We look forward to completing both the curbing and landscaping repairs necessitated by the recent construction project at Parkway Square by Monday night, February 10, 1997. I understand you will be inspecting the site again on Tuesday, February 11, 1997, and that, assuming all is in order, you will at that time authorize the City of Tukwila to release the enclosed deposit of $8,925.00 (150% of $5,950) to Kathryn Kearney of Capital & Counties, USA, at the address listed on the Developer's Project Warranty Request Form. Thank you for your assistance in this matter. If you should have any questions or need any further information, please don't hesitate to call me. Sincerely, SEATT - ' • . FIC REALTY, INC. Mp a: or Parkway Square ing Agen v Scout Perre rty Management Operations encl. cc: Greg Close, SeaPac Kathryn Kearney, Capital & Counties Greg Hazard, Houlihan's Member of International Council of Shopping Centers 1904 THIRD AVENUE • SUITE 710 • SEATTLE, WA 98101 (206) 682 -3100 • FAX (206) 682 -3011 MEMBER OF CHAIN LINKS 02/06/97 THU 17:35 FAX 1 206 774 6403 KINKO'S LYNNWOOD J002 1. 1. JON ACKtMANN CtATIVt DOLOR P&I6N 5500 17014 PLACE &W. LTNNWOOP, WA&UIN6TON 9B037 (ZOb)74'-5700 FEBRUARY 6, 1997 SCOTT PERRET SEATTLE PACIFIC REALTY, INC. 1904 3rd AVE. SUITE 710 SEATTLE, WASHINGTON 98101 RE; PARKWAY SQUARE LANDSCAPE REPAIR. DEAR SCOTT: LISTED BELOW IS A DETAILED ESTIMATE OF THE LANDSCAPE AND IRR- IGATION REPAIR AT PARKWAY SQUARE SHOPPING CENTER DUE TO THE CONSTRUCTION OF HOULIHANS RESTAURANT. LANDSCAPE REPAIR OF THE GARDEN BEDS. 1). REPAIR' NORTHWEST FRONT FINGER. 2). REPAIR NORTH FRONT FINGER. 3). REPAIR LARGE CIRCLE BED IN FRONT. 4). REPAIR SOUTHWEST EXTRA PARKING SPACE BED. 5). REPAIR WEST BED NEXT TO BUILDING. 6). REPLACE LARGE RED SUNSET MAPLE IN FRONT. 7). REPLACE 'DAMAGED PLANTS FROM CONSTRUCTION, REPAIR IRRIGATION SYSTEM DUE TO CONSTRUCTION. 1). REPLACE BROKEN PIPING AND HEADS. TOTAL ESTIMATE. $ 200.00 250.00 500.00 250.00 250.00 1,000.00 1,500.00 2,000.00 $ 5,950.00 THIS ESTIMATE. IS AS COMPLETE AS CAN BE BUT MAY CHANGE WHEN ACTUAL WORK IS DONE. IF YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CALL ME. S CERELY, {tN ACKERMANN' .,'" ,,,': FRO; LIP.TENTMJNING Tent* Awning Inc. 1244 41.1..Klits k. Way. Tacoma, WA 91405 Tacoma: (206) 572-1237 • Seattle: (206) 622-1 160 • Fax 0: (206) 572.9687 02.67.1997 02:24 CRON TRANSMITTAL SHEET DATE: .6 -7- 4-1 TO;_. CITY_ r..._--Fc2_1(1/■IIL Attpt, <JL K FAX 0:__q_.?2 FROML.f.)Aft MESSAGE: 11 t? I Hi)41> ." y() jo(u..)(AtAt\II Il_._-PE4tc.T1) -7* -41: £) ci Cp. ez.)c- TUNE: L.) • • • • • ...••••••••■■•■••.. •... • • 1.0,q7 DENaomik..c41 Total milk, of pages including this transmittal: P. 1 N tom; AU.LE� ERRtbK fRAME00 5 HALL TAtGKNESB. ALL tItiTtRFOR FRAM . r .4i;" :STEEL ,D1o5 'rvAL i tiGKN ASS, 02.07.1997 up Tent & Awning Inc. FRAME. DETALL TYP;CAL fgAtAg DE-TAI L 824-C South 'K' St. Tocoma, WA98405 (206) 572.8237 �"" iA OUL1 N A 5 gEGTAURANT tb•1' -d "1(4 it•ItAkt.p 5ETAIL; tip`1' -0" 5EL -rV Et .Oifi w A�� 444' aireL , MEN' / SA; i" FLATCAR Z- bgAc. ItYkERONT M t4. &QDUND clEARANGE 14CU ND ASDINGTON, Tent & AWning Inc. 824-C South K St. Tacoma WA98ap5 (21b)572-8297 TG? 4 50T"CM 4" PINIAZOp Z" 4 Le SCUD WALL (ZumO.C) ra. MtOUNTn NLa DE-TAIL. c0"."" NOULt ti NS Fig VKPN'( °'t -1 -art s` bltip. entie rrrE�- �•�y+'r r R lt:,igg o5'r ":Miff ke 3 i t�v'tw? u t? r;'� k:uf l ?"".` AZ ,.�`•. ".-.t�uu..m��, v�,�[ ° Trre; :,. ?��2:�'V.:�; .'TX,msgm!� 7 ,"r, m. r, r.T i w. �A .NIA; ( tF: w`^: :'I.lS�An`�'h�T: +��L"'.:J -nQ!'1 �4K7+•:�'. �.. �• r,.. 4 ��:,�t "��- "�.�!�i?,.:. 01/09/97 10:11 FAX 208 383 8728 MERRITT+PARDINI 411001 /002 Merritt +Pardi i James R. Merrill, MA LeRoy J. Parini, AIA Gary A. Schaefer, MA Richard L. Ramsey, ASLA,AICP 1701 Commerce Tacoma, Washington 98402-3207 206) 383-8700 206) 3838728 Fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206 223-2742 206) 622.9462 Fax Members of The American Instltute of Architects Architecture Urban Design Planning interior Design To: From: Date: Project / No: Copies Date k) 3 0001 Ken A� Nelee�i �� Transmittal C Plans Examiner, Dept. of Community Dev't. Imad Bahbah January 9, 1997 Houlihan's - Tukwila, WA Description 1 1/9/97 Accessible ramp design for bar exit. Remarks: In response to the building inspector's request, we have provided a ra :np design for the rear emergency exit of the Houlihan's restaurant project, Plea ae provide your approval stamp and provide the approved copy to job site and Merritt +Pardini. They need to begin construction next week. Thank ;'ou. Please call if you have any questions. By cc: Greg Hazard, Tukwila Foods Craig Brown, Magnum Construction f is -r'G' lT• %AMU., 4' Cett •5M1 at C ikihi CfQ SU1b' &MIN- - CDWt cltirtt. c S' o.6• "bt, �7t�t6 M5116- (1005cAVIN(.72 MAX,. ■ �1�i� cots cute, ETC t PrAwict i A/C . acc55113LE. fLamp x � YZ up . *Dix. .iexi P UiTY OF TUKWILA APPROVED JAN 1 0 1996 BU LDING DIVISION am�++ � /p RECEIVED JAN 0.9 1997 c4NIMuNITY D VEIAPMENT DEC ..20 -96 FRI 09:19 AM BCE EN,ENEERS III MINI � :,� FAX NO. 206 922 0896 t P. 01 360120* STREET EAST, SUITE 1, TACOMA, WA 9142, (206) 9220446 FAX (206) 9224196 DATE: 20 December 96 TO: Ken Nelson COMPANY: City of Tukwila FROM: Scott Zimbelman PROJECT/SUBJECT: Houlihan / U -value of block wall Ken, Attached is the information you requested about the U value of the block wall out at Houlihan's Rest. The information shown is taken from the 1993 ASRAR HANDBOOK for thermal properties of typical building materials. I have marked the materials used 'so if you have any further questions or comments please feel free to give me a call. Thanks. Sincerely, Scott Zimbelman NUMBER OF PAGES INCLUDING THIS PAGE: 3 DEC-20 -96 FRI 09:20 AM BCE E INEERS 47' 1ltk`.tF`RIT;r2g z' ..' f-+:511.` '"^'-Vl7!" 'f ,.? . :C Wrift"N ATP,M n%V.'; ?!PTTV, FAX NO. 206 9 2 0896 • • Y P. 02 IMO —_ NIL& BITTERLING, CRICK & EVENSON ENGINEERS, INC. 4905 Pacific Hwy. East, Suite 4 Tacoma, WA 98424 (206) 9224446 Fax (206) 9220896 Sketch Building Section Aar.: BETWEEN FRAMING Element R Yelu. ENVELOPE COMPONENT U !ALOE CALCULATION FORM WALL r .rd /Si DE 14-1Z F )/JA Ca e2Ers' tSwL+� —"Krafft_ /-arse OUTSIDE A-he P /!4 Element AT-FRAMING R Yalu. In:1d. Air Film n.(p Inside Air Film CDu ze.T . &bC.e I .1 I ..C.. ce,g'YFT Fr Ltl.. • ►l itZe.41.1ncx. Ea • Outside Air FlI m _:,.i_ Outside Air FILM D. IZ.1(0 I. R(o Framing Percentage 2272 U Insulated fraction,+ Framed fraction � �•Z avg. Insulted R value framed N value + " � Zg; 1.9(p Uevg. • 0.14.01-i DEC-20-96 FRI 09,20 AM BCE E TINEERS • Chapter 3 External Loaf! Factors Table 3.IA Thermal Properties of Typical Building and lnaulaling Materials- (Deel1n valves). (continued) FAX NO. 206 9 ?2 0896 P, 03 33 Deserls+don _ _ Customary Unit ' • Stucco 116 5.0 - 0.20• - - 12,2 . MASONRY UNITS ^� Brick. common' 120 3.0 - 0.20 .. - 0.19 -• - 23.8 Brick. face' 130 9.0 - 0.71'\ -• - •- 24.7 Clay lice, hollow; • " !cell dccp 3 in. - - 1.25 - 0.80 0.21 IS•0 3.2 12.6 Ice') deep 4 in. - - 0.90 - 1.11 16,0 3.4 10.1 2 cells dap • 6In. - - 0.66 - 1.32 25.0 5.2.5 10.5 2 eetls deep Sin, - - 0.54 - 1.85 30.0 6.3 9.5 2 cells clap loin. - - 0.45 - 2.22 35.0 7.4 8.8 3 cells deep 121a. - • 0.40 - 2,30. 40.0 8,4 8.4 • • Concrete blocks, three oval core: • 23.0 5.1 15,2 Sand and gnrel sggtegue 4 in. - 140 - 0.71 0.22 � �r gin. -- - 0.90 ■ 1.1! 43.0 9.4 14.1 . 12 in. 038 1.28 63.0 13.9 13.9 Cinder aggregate 3 in. - -- 1.16 - 0.86 0.21 17.0 3.6 14.3 • 41n. - 0.90 - 1.11 20.0 4,2 116 8 in. - - 0.58 -- 1.73 17.0 7.9 11,8 12 in. . -- 0.53 - • 1.89 53.0 11.1 11.1 Lightweight aggregate 3 itr; - - 0.79 - 1.27 • 0.21 15.0 2.6 12.6 (eepandcd shale, clay. slate din, - - 0.67 - 1.50 17.0 3.6 10.9 or stag; pumice) 8 in. - -- 0.50 - 2.00 • -, t, • 32.0 6,7 10.1 12 in. - - 0.44 - 2-27 43.0 9.0 9.0 Concrete blocks. and rectangular .gete oru•I - - • - - ` Band and gravel gggregste 2 cove. 11 in. 361b.a• r-.• . 0.96 1.01 • 0.22 43.1 9.5 14.2 Same with filled coral' 0.52 1.93 0.22 Deadly C Costive- C Conduct R Radsleneea(R) S Specific 1 1 • ••Iteatreoaehi ' ' • . • • •;• ' • : - ' •• :. • nt•r5 . Mineral fiber with resin binder - 1 13 0 0.29 - - 1 145 - - 0 0.17 • ••• - t 9,13 Mineral fiberboard. wet felted Cote or roof insulation 1 16.17 0 034 , - - 2 2.94. - - - -- - - 2 2.2.2.4 Acoustical tile 1 11 0 0.35 - - 2 2.86 - - 0 0.19 - - - - 3 3.42 Acoustical tile 2 21 0 037 - - 2 2.70 - - - - - - 2 2.94 Mineral fiberboard, wet meldod Acoustical Melt 2 21 0 0.42 - - 2 2.31 - - 0 0.14 - - - - 3 3.22 Acoustical Wee •• 0 Sin. - - - - 0 0.80 - - 1 1.23 • • 0.31 - - - - - - Acoustics) I ilce 0 75 in. - - - - 0 0.53 - - 1 1.89 • • - - - - - - interior finish (plank, tlle) 1 15 0 0.35 - - 2 2.86 - - 0 0.32 - - - - 4 4,80 Wood shredded (cemented in slabs) • 2 22 0 0.60 , - 1 1.67 - - 0 0.31 - - - - 6 6.82 _preformed s , - Cellulosic insulation (milled paper or wood pulp) 2 2.3 -3.2 0 0.27.0.31 - -- 3 3.13 - 3.70 - -- 0 0,33 - - - -- . .76.1.06 Sawdust or shavings 1 1.0-15.0 0 0.45 - - 2 2.22 - - 0 0.33 - - - - 2 2.64 -1.43 Wood fiber, softwoods 2 2,0 -3.5 0 0.30 - - 3 3.33 - -- 0 0.33 - - - -- . .66 -1.16 Palk, expanded 5 5.0 -1.0 0 0.37 - - 2 2.70 - - 0 0.26 - - - - 1 1.3 .2.01 Mineral fiber (roek, slag or glass) • `pprox.• 3.75-3 in. 0 0.6 -2.0 - - - - 1 11' 0 0.17 0 0.2 - .71 , ,v4 -,12 0 0.1 approx.•6,5- 8.7Sin. 0 0.6 -2.0 - - - - 1 19 . .51.1.27 . .06..22 0 0.t- .34 approx., 7.5 -10In. 0 0.6 -2.0 - - - - 2 22 . .45 -1.46 . .:17 -.:3 0 0.1- .34 approx.• 10.25 -13.75 in. 0 0.6 -2.0 - - - - 3 30 . .60.2.02 . .I -.34 0 0.1- 34 Vermiculite,exfot)ated 7 7.0 -8.2 0 0.47 - - 2 2.13 - - 3 3.20 - - - - 1 1.4.1,64 4.0 -6.0 0 0.44 - - 2 2,27' - - - - - - 0 0.8.1.3 Root lwsut.sno ub Preformed, for use above deck Different roof insulations are available in different 0 0.72 1 1.39 . .- - - - --- thicknesses to provide the design Cvalues listed.► . t to t to Consult individual manufacturers for actual 0 0.12 8 8.33 - - - - - - MASONRY MATERIALS . . • Coicirras Cement mortar 116 5 5.0 - - 0 0.20 - --• - - - - 2 23.2 Gypsum -fiber concrete 87.5% gypsum, 12.516 wood chips S) 1 1.66 - - 0 0.60 - - 0 0.21 - - . .- 1 10.71 Lyhsweightaggregatesincluding ex- 120 ., 5 5.2 - - 0 0.19 - - - - • •- 2 24.0 slags; cinders; pumice; vermiculite; 80 2 2.5 - - 0 0.40 - - - -- - - 1 16.0 also cellular corium es 60 1 1.7 - -- 0 0.59 - -. - - - - I I2,0 • 40 1 1.15 - - 0 0.86 - - - - • •- 1 1.0 30 0 0.90 - - 1 1.11 - - . .. - - 6 6.0 - 20 0 0.70 1 1.43 . .. - - 4 4.0 Palk. expanded 40 0 0.93 1 1.03 - - - - 1 12.8 30 0 0.71 1 1.41 - - - - 9 9.6 20 0 0.50 2 2.00 0 0.32 - - - - 6 6.4 Sand and 'ravel or stone aggregate ' (oven dned) 140 9 9.0 - - 0 0.11 0 0.22 - -- - - 3 30.8 Sand end gravel or stone aggreple (not dried) 140 1 12.0 - - 0 0.08. - - - - 2 28.0 'ra`�i�M}r� ��i�4� ri.. v�d : °_�:�n?vS:;xSb::r�s:�s,xa^�:. c-a�:rYun: x^sx ":tk: K:,...., �" y: t-, a..:t:3c;s;T:tii,�:':;?iy�i'.'o ,.,;, ti•;�= lYGrr.� k2/19/96 10:23 FAX 206 383 8728 Menitt+i Architecture Urban Design Planning Interior Design 1 ^ititYr .itAx'+'1tNam ir; ;C;pi pr.-;. b r,:m. -7, Yn ,:,n..:CiYtittu C pirrAlttstL6a et *zro,_arali+$m#? rp; MERR ITT +PARD I N I 001/002 RECEIVED DEC 19 1996 coMMUNITY To: C. DENELoPMENT -111-€041(fli • U145-AP+' From: l'" Vik0 1W(IU Date: 11. `"t 'g Project/No l Transmittal Letter N by Facsimile hard copy will ❑ will not ❑ follow. This Is page 1 of pages. Copies Date Description Distribution Remarks 1701 Commerce Tacoma, Washington 98402.3207 206 383-8700 206) 383 -8728 Fax 1000 Lenora St. SuIle 405 Seattle, Washington 98121-2720 208) 223.2742 206)622.8462 Fax Members of The American Institute of Architects U Ii[� rc1 ice• 97.�f� eykc� � sire_ o rtre-et rfitY move- reguiven,o By 11W'& 1~2/19/96 10:23 FAX 208 383 8728 1994 Washington State Nonresidential Energy Code Compliance Form ...., 4. MERRITT +PARDINI 002/002 Envelope UA Calculations Climate Zone 1 ENV -UA 1994 Was/ Inman Siam Nomuid. IaI E.* y Cob Compliance Fonts nal* %994 ProjoctAddress H�LIHhN'e 'TL. w IL..4 wA Date B"CD ~940 Space Heat Type , 0 Electric resistance other Fa' Building Department Use Glazing Area as % gross exterior wall area /'.(a % Concrete /Masonlry Option 0 yes JNo Notes: II glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (aer . II Concrete/Masonry Option is used, Target U•lactors, SHGC and Glazing % will be dillerenl than shown below. Refer to Table 13.1 fa ca oct values, . ' Building Component List components by assembly ID 6 page 1 Proposed UA U•tacla x Area (A) = UA (U x A) Target UA U•laclor x Area (A) ■ UA (U x A) • U. Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: U Plan ID: U U• Plan ID: Plan ID: • s o co x see 323. � K = 'SZOI -Q�... �1 % �1 w2S >t3Y ' : "` "" a. �,� v�>^�r•v 'z�t� �s xa• JMi K` hICt v a): < ,. .: :. le?'• be.r1 1 t staMt :v* v• f3at� i. U. Plan ID: U. Plan ID: U. Plan ID: U= Plan ID: U. Plan ID: U. Plan ID: U. Plan ID: '• '. • Glity h,% E1e40 .Rps $141 `0�1$% ? . : :x °p F; s< .3�Y, '1r �.... I : 220`309 . ���s • 0 ;(4:: :' ■ s7� 4 F w• s•: '} ^`Y s 4 1' S, a: .f. .(: 0. .0b(0.g t — •-• ry (J U• Plan ID: U■ Plan ID: ... W Plan 1D: ' 0•UO 0•U K e'1,0 413. iP O. r� g. -lM' ? Y .. sK Y .^ y >JSIieQ4(sy'e1i ...>.Lr;. :.:. rt,4 :n,yg1;::';9b(1.,'x IX .. gR. R■ Plan ID: Plan ID: R. Plan ID: O.OH5 k(066-4, = ZQt'i.2 (° �/ S ' ,0.0 <`• 4L: ; : :...,.. :. ....... 0031; . > ., z. ; st1R43�. e..t O a R. Plan L0: R. Plan ID: R. Plan ID: 1 .a: :tip rt..: ' : : : :. :� !%i � :7,:'. �°_ ,;,. :. gI c RyisI31.:.a.. •: . 3 ,. % . :`. "?w <..• :'.,....;9 :0!1'1 <.'! :<s<s : :'Q,45f 44.cv+ Opaque Walls' R. Plan ID: cx4 (f wr lui R. Plan ID; ��l/ . rf R. Plan ID: ,;,,, , C1 Plan ID: R. Plan ID: R. Plan ID: R. Ptari'tD. R. Plan ID: 7 0.1601 x On— • 2e2.4( 0.041 `4 N Z SSD - !IL?. c9. I - t s %• 777, = • 0.11.1 " t Ss.° = 3s7,6 •.. :.,' 'i.< •R. :� ;. �; ���1�ICR� :A���.•''.'>��j`��q :1�•�r• <: • ...;...: • :$x ^ ` . ' " ^k t 3s,: a '<.,. t ��►11alr ..I�?' #� t1% Ar;)�.s<���.a }> <w�wG,lA `x..r .r`•;:;; <t'. : :..ctµ '• �• :. :•r. s <;!•£ry3e :y :a+o. �3!r roFS �j t::' f• StnC;Y.>'� Y.F•j�T$ , >:jv Jtfi 4!: f.>�F :i M4 K?I'ti 1 > : :<'�< <i?:>s;;ft t ,. 'iA ,.; V!,. �, ?.�?!�•ik'� �• L•�Li'.,..'.1 :'t`. <.x :.i >; �F hi363i )vt:+:• ( /.t ' ''�,ti •,3',>,>r'C ^a�,' � >'',n } Sw,..h,,� :p ., gy �`+i`'. �'if1, 11�'i.F', ..iQGI; ;LiS'H :S/.'fv :v' >T't'S { :��.?�•+j•�v .G'Pnc.(VIIi)7fi, , , :QR ;.. :.. :Yzr <,. 3 ;;b.75iv •r. Below Grade Was R. Plan ID: R. Plan ID: R Plan ID: R. Plan ID: %3 ^ € <` .. •' a ;i; .. J 91fj'iie 141 ' ��Qid1• y.;': ; : :O�Q¢2`.., :. 0 <1:A•'' .. •. 14I, #a14d'a ;. x•. N R. Plan ID: R. Plan ID: 1 R. Plan D: R. Plan ID: oc 0 s • �};' • 1p..'3[TO'`r% ? :3t. sS..Ytk : <. a e A'�;'N :it'.r.`/�7 cS:,:l.k KT >SC :• ' .... : •. °:'' "far ': '';l *'• . rr s r:,t ,r t 41 R. Plan D: n R. Plan ID: R. Plan ID: R. Plan ID: 1 .. . 0.73 K es o v `� '� �.�ca 4� ! 5 r. q' w ^. ..,. 'hz3 a: <b'< �P! u1G !� ) # Ar : f/ [v {yyK ✓.`T.S" :.5:.5 :%r >n'Y'C A: !�..vR'n=M.Z• fi.����>k�^ �; tr 1.•y`^ % ;'•'t' i y 5 :;�: :: k•: J�Sir•..� ?�7Xs: �}•6 ry< Y,>( Qe9': Tr010 :t3�l : :lql� :f.fldld6l,IIt?A/t t7lkie4 'Fa CMU wails, indicate core Insulation material. '• For compliance: Totals 11 ea S 1261 s Totals 1 187T now Ze I 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Tolal UA shall not exceed Target Total UA. Project Subject Address //oL)1 / 11q,J's D9U -boo) aAC �� NAM AN - 8 ,ggr TACGIvi D Page cf No. q67-0 `le ?o /CAA- 5 t ice! &41.1 MAR_- r -TT -#- Date: ► 2 -I 4.-9e 1■M>, By: 1/"' Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 206/383-2422 206/383-2572 FAX R&,-'( () 7 ex- Phone Fax # # Faxed Pages %Z1 p� S YE6 T kL7z-,1- J,�.7� it) I / S Or-- j 4 AX- S 4 ,✓nJ mac: •� r✓ �-rt�m.& ,- /IJ 1?l Mi► �" M So s 0) Or= L✓ 8 ft 0 -e, 02 12-) (�� Ro ✓ or D Calculations ,rFax 0 Memorandum 0 Meeting Minutes 0 Telephone Memo RECEIVED CITY OF TUKWILA JAN 2 7 1997 53�O.PERMIT CENTER 7-17/6-- 1�'T�� -1-0 t—J/ ✓(r T' x 3' s caws 3 'r Y i/ / /D /45-, 3 . 1T" is. A-c�PTq.CG- -' . P't.. Tl ?1GF`i T".... . jc2AM /,t)(- TO C .. yi/ c, G- 7z?.......7M�}r "........_...... 07T0" -t cirADAb eAA Y or- xr'S7rNL, 7 -. 3o i sr , • �!9 CAec �G? ✓� If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. {a y :dtk�3ix:�':5Mai`tt ?zX 11/08/98 A- z5F/Mt1=1:6;fre.f) ,T t.,', 'RZWAT..W Si f?ay;lMMr..4a4r\ii-Z , Y,:? ' 7,13:44K"'.K.`F1,44KS:taVA17- "'N�: Mt,"T1c?fW±tnY el "d VIx veSZ ! IMittiZ fOV'K?°'. . 15:27 FAX 208 383 8728 MERRITT+PARDINI I1001 /002 t Merritt +Pardini James R. Merritt, AI LeRoy J. Pardini,AIA Gary A. Scheeler, AIA Richard L. Ramsey, ASLA, AICP 1701 Commerce Tacoma, Washington 984023207 (206) 3838700 (206) 383 -8728 Fax 1000 Lenora SL Suite 405 Seattle, Washington 98121-2720 206 223-2742 206 622.9462 Fax Members of The American Institute DI Architects Architecture Urban Design Planning interior Design Transmittal To: Ken Nelsen Plans Examiner, Dept. of Community Dev t. From: Date: Project / No: Imad Bahbah November 8, 1996 Houlihan's - Tukwila, WA Copies Dab Description 1 11/8/96 Memo from Structural Engineer Remarks: 2 eage c Just wanted to pass this along for your records and for the field inspector. Also, it seems that the approved plans on site do not include the revised floor plan, site plan, or detail sheet that shows the 2 -hr. wall. The contractor knows of these changes, but an approved permit set on site should include these. Please follow through with this and provide the contractor with the correct set of plans. Thank you. Please call if you have any questions. ey (MAO cc: Greg Hazard, Tukwila Foods Craig Brown, Magnum Construction 11/08/98 15:27 FAX 206 383 8728 - ii/08/96 13:10 FAX 208 38 2572 MERRITr+PARD I NI AHBL „„. ___3°130,a2 ENGLN KLLi +44 I uuiii rnx►i.i • MEMO TO: 'mad Bahbah Merritt + Pardini via fax FROM: Garret Harper DATE: November 8, 1996 PROJECT: Houllhan's OUR FILE NO.: 98204.20 SUBJECT: Demolitionlexistinp conditions I understand that the contractor has demolished the old wall at approximate grid 3.8 and found that the framing condition is different than was auumed during design. During our limited site visits during design, AHBL found that the plywood wall sheathing ran full height from the floor to the underside of the roof sheathing on both sides of the wall. Because the wall framing was hidden by the sheathing, and no demolition was possible at that time, it was assumed that the wall studs ran full height and that the wall carried a four -foot tributary vertical load. However, the contractor has found that the old wall was built under a typical roof truss, which was incorporated into the shear wall construction. If this is indeed the case, then the new interior post and beam line shown on sheet S2.0 is not required, as the.existing roof truss was designed to carry the vertical roof load. The new shear wall at grid 6 is still required, to replace the shear wall which was removed. Please call me if you have any further questions or comments. MEMOFRM MEMO memenimalmwr s4f n it edj .1RUR L st qtr".1 L5 • 1111 see C►» t GC■PB CF ?F TO: FROM: DATE: City of Tukwila John W. Rants, Mayor Department of Publk Works Ross A. Eamst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING OCTOBER 23, 1996 SUBJECT: HOULIHANS Sanitary Side Sewer and Permanent 1.5" Water Meter 16840 Southcenter Parkway Project No.: PRE96 -023 Plan Check No.: D96 -0001 Contact Person: Mr. Imad Bahbah Phone: (206)383 -8700 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON October 23, 1996: PERMIT FEE D96 -0001 Permanent Water Meter(1.5 ") 625.00 Sanitary Side Sewer 20.00 Total Fees: $645.00 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of UPA, application and plans) Development File (copy of UPA, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 AAerritt +Pardini Date (0 '(°-c( Distribution Union Station Historic District 1701 Commerce Tacoma. Washington 98402 -3207 Tacoma 206 383 -8700 Olympia 383.87287(F 0087 ax) Members of The American Institute of Architects Architecture Urban Design Space Planning Interior Design bnegniHe Project/No. 410V14 111914‘ To: Opt Of- ¶VI Attn: i r4t/ /V& so If enclosures are not as noted, please inform us immediately. tf checked below, please: ( Acknowledge receipt of enclosures. ( ) Return enclosures to us. We Transmit: 2 4)( �- y t .By Facsimt Hard copy will ( Jwill not (0) follow (.�l ( ) Herewith ( ) Under separate cover via For Your: ( ) fn accordance with your request ( ) Approval ) Distribution to parties ( ) Information p 5view & Comment ( ) Record The following: ( ) ( ) Drawings ) Shop Drawing Prints ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Change Order ( )Samples ( ) Product Literature Copies Date Rev. No Description., Action Code • [ IV —4' % 2 - { .. aim - cep - fl0'r' -tom Action Code A. Action Indicated on item transmitted B. No action required C. For signature and retum to this office D. For signature and forwarding as noted below under remarks E. See remarks below Remarki Ice,v■ ckb (e,kQ ivvk 15t fie4 s-ei.AttrA svfo (A/406 4u-ez 4o21-Cv..e yo-k-c--f-INey1 Crt),A0A:w6 Austizet c'a-Q12. By "0 IttktiatitA T02J a1J.LVas,d +R 39t'6 ZZ9 90Z XVd 90:OT 96 /01/01 New SNAIL vAt4. Coat • 2 advt iI.s Tgrox' 0. Mx. Mtonott wt fitt.'r % • 900.114 INf $tR stP4VGT. • 2X4 L Ib" OA. 70A MOT. FAX 2062 9462 go 0 0 cra O 0 - -0146- s j16-. &z" y'.) AOD cyNt WM- We 'X' 6406 1.� F(Q -'tips 'Co Ezttr'G- bud *Job) buss (r ?.K tatty wi Z wileg4 ' Ttpf. `-owb a ea: sioi. -o; con hew& - tp. . . - -- . - - �ou�w►�s 5g 1040 � e, AF AVD on - 11+* vox o • itAtt. -ro mow* IL-1-k • Oa) • CEP TIOR cent {, 109�� , 4k5iNc-e r R O B E R T FUSS \ "I'I'I \ S S 11 C 1 '\ T R S 1:11 \11 LONG H \GI \i:ER' October 16, 1996 Merritt + Pardini 1701 Commerce Tacoma, WA 98402 -3207 \ PROFESSION \I. SI:R\ II:F:S l:uliPOR \'fle■ Attention: Mr. James Merritt Regarding: 96 -T -11 (Houlihan's Restaurant) Dear Mr. Merritt: 401 SEC( WEN! 1; Si 111I SURE :111 :1 SF :\TTLF:. %•. \SIII \1"1'11\ 911104 I'F:I,F:1'lIIIVF:: (2101 92)•)19K4 F'\\• (206) 1121.97411 D9( - CON RECEIVED CITY OF TUKWILA OCT 1 6 1996 PERMIT CENTER RFA #96102 -11 We have received additional information on the proposed project to review for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded the drawings and calculations to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer of AHBL. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. ys•al Kolke CLK:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 96111 ^2.doc R 0 B E R T 1h1( \'I`1'1 A S S O C I A T E S 1;u \sI I:fIW; K \1:1\1 :I:Rs October 8, 1996 Merritt + Pardini 1701 Commerce Tacoma, WA 98402 -3207 \ 1 RI)FESsII,N V, sh:1611'1.:ti I'1Kl'i)101(I)\ Attention: Mr. James Merritt Regarding: 96 -T -11 (Houlihan's Restaurant) Dear Mr. Merritt: 401 Sh:1 :11 \I) . \U : \1 R \111 111 til!ITF: 50:1 sI TI I :, %%AS111\1;'11)\ !10IIN fh1.KI'III E (20,)021.1x0:1 F:\ \: 1206) 021.4740 RECEIVED OCT 10 1996 COMMUNITY DEVELOPMENT RFA #96102-11 We have received information on the proposed project to review for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments follow: 1. All welding is to be performed by WABO certified welders; revise the Structural Notes. 2. Page R2 of the calculations require 2x8 8 16" o.c. at the roof. The Roof Framing Plan, 2/S2.0, calls out 2x8 8 24" o.c. 3. Clarify the existing condition of the plywood roof diaphragm. It must be adequate for the new shear forces. Additionally, clarify existing nailing along Grid 1 at the roof. 4. How are chord forces resolved in the N/S direction? Along Grid E, what member is acting as the chord and are connections adequate? Along Grid A, we assume that chord reinforcing is provided at the existing CMU wall; please clarify and verify adequacy. 5. The plywood shear walls on Grids E and 6 are not adequate for the applied shear forces per the calculations. Revise nailing as required. Refer to Table 23- I -K -1. 6. Section R6 /S3.0; an adequate connection must be provided to transfer 330 plf of shear from the roof diaphragm into the shear walls along Grid E. We are concerned with the 16d nailing into the blocking. Consider the reduced penetration per Section 2304.3.4. 7. Is the existing foundation along Grid E sufficient to resist the uplift forces at holdown connections? Please clarify. 8. Section R2 /S3.0; how is the new 6x8 beam protected from decay as it enters the CMU wall? Refer to Section 2317.6. 9. Provide calculations evaluating the effects of lateral forces (including uplift) at the new roof west of Grid 1. October 8, 1996 Houlihan's Restaurant Page Two 10. For brick veneer exceeding 4 feet in height, wood studs can only be spaced a maximum of 16" o.c. per Section 1403.6.4.2. Additionally, the drawings must specifically call out gage and spacing of wall ties in accordance with this Section as well as indicate that a lip or hook will be provided engaging horizontal joint reinforcement. Indicate all detailed information as required in this Section. Please forward a copy of this letter to the structural engineer of ABEL and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 96t11 ^1.doc CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 " RECEIVED CITY OF TUKWILA OCT 1 1 1996 PERMIT CENTER REVISION SUBMITTAL DATE: !o 7 (le PLAN CHECK/PERMIT NUMBER: 1)416 bar) 1 PROJECT NAME: HOLU4A4J I PROJECT ADDRESS: ( 40000 5 ►hcav ' CONTACT PERSON: /tlliti) (13GiY Ci"1 PHONE: 3$ :J 'g760 REVISION SUMMARY: 41 (, oklef) C l Z. c&iv-iftfo VSf- ce pay cter co" 5.s. a ! M L1. tfp ,,,,x,0.-Ctt a r wei3O im e-tog. nw 4 (1 A 4 4. Di-So5sloi45 w/ Q -y fbeovct`I gtoeicvvfo merr of MX- 15 og ONE 11(2.l soFvt C C pFct-c& T Ef. iv `-( f T Try r SHEET NUMBER(S) Alt l / A2 % AS73 I '/ .- "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg.: tanning::: Fire.:..: Public Works:. 3/19/96 Nole 12-E Tt/244fr-te C t$0 12-e, 11-001 03 te7t-e, At441246,6 pkpoto grKer It It-Doto 5 Avk 10/02/96 15:42 FAX 206 383 8728 Meflitt +Pwrdini James R. Merritt, MA LeRoy J. ParchnI, A IA Gary A. Scheeler, AIA Richard L. Ramsey, ASLA, AICP 1701 Commerce Tacoma, Washington 98402.3207 ___— (206) 303-8700 (208) 383 -8728 Fax 1000 Lenora St. Suite 405 Seattle, Washington 98121.2720 (206) 223-2742 (206)622.9462 Fax Members of The American Institute of Architects Architecture Urban Design Planning Interior Design October 2, 1996 MERRITT+PARDINI Ken Nelson Plans Examiner City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Houlihan's Restaurant - Tukwila, WA Plan Review Comments Dear Ken: a001/002 Thank you for spending the time with me yesterday to go over our options. Your input and concern were quite helpful. After presenting the issues to the Owner, Greg Hazard, we have the following responses to your comments: Occupancy Type: Please consider designating our space an A -3 with 300 people based on the following: Greg has indicated in the attached letter that actual occupancy in the restaurant industry never exceeds 85% of available seating. This would reduce our actual capacity to 252 people. Also, the number of total employees indicated (40) is an absolute maximum at a peak hour on a peak day of the year. The actual average employee count should be 30. Therefore, the total occupancy would be 252 + 30 = 282. In addition, an occupancy sign limiting occupants to 300 would also be acceptable. Also, occupancy calculations based on 15 sq. ft. per person would be 4000 sf/15 = 266 in the dining and bar area. Please consider these criteria for evaluating our occupancy so that the 2 -hour occupancy separation wall would not be required. Additional Exit Door from Bar: We concur and will provide revised floor plan in our resubmittal package. Please review this request along with the attached letter from Houlihan's and call as soon as possible. We will probably be resubmitting Friday. We look forward to working with you on this project. Sincerely, Imad H. Bahbah Project Manager ly.206.9.96014 10/02/96 15:43 FAX 208 383 8728 MERRITT +PARDINI Oct -02 -96 02:30P TON, OMA'S & HOULIHANS 20E 941 -3036 NOYL[NANU RFSTAURAN'1'S October 1, 1996 Ken Nelson Plans Examiner City of Tukwila 6300 South Center Blvd. Suite 100 Tukwila, WA 9810 Ej 002/002 P.01 Re; Houlihan's Occupancy Dear Mr. Nelson: I have been made aware of the occupancy criteria that triggers a 2 hr wall construction vs, a 1 hr wall. In our industry 85% occupancy of available seating is maximum. For example, a 6 seat booth will have anywhere from 6 -2 persons seated at it. We configure the amount of seating in the proper amount of 2, 4 & 6 seats to be able to accommodate a 2,4 or 6 person party even if some of them are occupied with less than full capacity. In our case, the 15% vacancy represents 44 people short of our stated seating capacity which would not trigger the 2 hr firewall. Please consider this criteria in determining the restaurant occupancy. Earldom, Executive CCrtnter • 31620 23rd Avo. S. Suite 214 • Federal Way. WA 980(13-5042 • 2116 -941 -3035 c<.e elc.- ��. nra sw.: amna ta, u.'o nwn�a,, uunx .sr..wurc.wwnesarrv!.w.uxb¢ #eea lwMexcrano aa8...«. nv+ n. nrwswA�nwnm. wn.. r+ n.. ev�x+.«..*. Y.+* nmasy lw+ Ux' Rfec7F: Yv9PxTTR4S1�9M7��M1%f4•'RxF! °•,: City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director September 26,1996 Mr. Greg Close 1904 Third Avenue , Suite #710 Seattle, Washington 98101 Dear Mr. Close: SUBJECT: REVISION LETTER #1 Development Permit Application Number D96 -0001 Houlihan's Restaurant 16840 Southcenter Py This letter is to inform you of revisions that must be addressed before your application for development permit can be approved. All revision requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and the Department of Public Works. At this time the Fire Department and the Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, -Kerk,r2,9. icts_a-afo-No Kelcie J. Peterson Permit Coordinator Enclosures CERTI FthD MAIL File: D96 -0001 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 BUILDING DIVISION COMMENTS DATE : September 17, 1996 PROJECT NAME : Houlihan's Restaurant PERMIT APPLICATION NO.: D96 -0001 PLAN REVIEWER: Contact Ken Nelsen, Plans Examiner (206) 431 -3670 1. The restaurants intended occupancy use is designated on the plans as an A -3 occupancy. However, the occupant load shown on sheet A -3 and our calculated occupant Toad confirms the actual occupant load exceeds 330 persons. The greater than 300 occupant load will re- designate the restaurant to an A -2.1 occupancy, resulting in an increase of basic construction requirements. Significantly, the A -2.1 occupancy would not be permitted in the existing V -N construction type per U.B.C. table 5 -B. Provide a revised floor plan clearly reducing the occupant load or detail all construction requirements for a minimum V -1 Hour construction including separation for different types of construction. 2. On the plan specifications or general notes, include additional reference regarding Audible and Visible Alarms complying with Washington State Building Code Amendment Section 1106.15. 3. The two required exits for the combined dining room and bar area are less than 1 /2 the diagonal apart, greater separation is required by. 'U.B.C. Section 1003.3. . Additionally, the bar area must be provided with one exit directly to the outside per U.B.C. Section 1003.5. Revise the exit system to comply with U.B.C. Chapter 10. No further comments at this time. * PUBLIC WORKS DEPARTMENT COMMENTS DATE: September 26, 1996 PROJECT NAME: Houlihan's Restaurant PLAN CHECK NO.: D96 -0001 Plan Reviewer: Contact Joanna Spencer at (206)433 -0179, if you have . any questions regarding the following comments. 1. The proposed grease interceptor shall be connected to the existing on site sanitary sewer system discharging to the existing sewer main into Southcenter Parkway(see the attached Tukwila sanitary sewer extension LID 32 plans, sheet 4 and 5 of 5). The new sanitary side sewer line with the proposed grease interceptor shall connect to the existing sanitary sewer manhole(refer to man hole #10 on sheet 5 of 5) in the parking lot north of the south driveway. See the attached markup. 2. Is the God Fathers Pizza restaurant connecting to the existing 6 inch sanitary side sewer line under the building? Is the existing connection inside or outside the building. Please indicate this on your plans. The existing God Fathers Pizza connection will have to be capped. 3. Show the location of the existing water main and tap location for the proposed 1.5" water meter. Contact Pat Brodin, Public Works Water and Sewer Engineer, at 433 -0179 regarding any additional water or sewer inquiries. 4. Show the existing God Father Pizza domestic water service line that will have to be capped. 5. Please have the property owner sign the Proportionate Fair Share Agreement for their share of the S. 168th Street limits of the frontal improvements. ,:.;..;..:. r:..,... City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director September 18, 1996 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Regarding: 96 -T -11: Houlihan's Restaurant (D96 -0001) Dear Crystal Kolke: Please do structural review per U.B.C., 1994 Edition. Sincerely, - e�QJ24.ie �.Jpctig Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 .,r. ...ov rnnaa rwrtn. a+• City of Tukwila Fire Department Fire Department Review Control #D96 -0001 (512) John W. Rants, Mayor Thomas P. Keefe, Fir? Chief September 12, 1996 Re: Houlihan's Restaurant - 16840 Sou.thcenter 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. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel . distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Pant East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57544339 • City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 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 1006) A sodium bicarbonate or potassium bicarbonate dry - chemical -type portable fire extinguisher having a minimum rating of 40 -B shall be installed within 30 feet (9144 mm) of commercial food heat - processing equipment, as measured along an unobstructed path of travel. (UFC 1006.2.7) Maintain fire extinguisher coverage throughout. All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 2. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57$4404 • Fax (206) 57$,4439 .s..�.s....,,.....i.. r..-w u.w.r,.�r.w..n.w.�+ux. •.niw... xMnMriCIUOVN�IIrrY'Y :nT�'a'sN -:YrM ' 152�W'++ s+ M» vYWJ: v' mbfKKlew .nP.aurmr +.n�vwu.s.r.n..r City of Tukwila Fire Department Page number 3 1207.3) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Obstructions, including storage, shall not be placed in the required width of an exit,, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Overcrowding and admittance of persons beyond the approved posted capacity are prohibited. (UFC 2501.15.3) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 •J City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Current supply to one of the lamps for exit signs shall be provided by the premises' wiring system. Power to the other lamp shall be from storage batteries or an on -site generator set and the system shall be installed in accordance with the Electrical Code. (UBC 1013.4) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575 -4439 ;;i :MA Gel City of Tukwila Fire Department Page number 5 FIAAVIO John W. Rants, Mayor Thomas P. Keefe, Fire Chief Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 9'1— The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 575.4439 c City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director September 6, 1996 Mr. Greg Close 1904 Third Avenue, #710 Seattle, Washington 98101 Dear Mr. Close: SUBJECT: Development Permit Application Number D96 -0001 Houlihan's Restaurant 16840 Southcenter Py This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 3, 1996, was reviewed at the September 5, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Witco? ledaso-n Kelcie J. Peterson Permit Coordinator D96 -0001 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax: (206) 431-3665 (r3usiness Declaration D%- 000 Part 1 Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. /- Company name: / Lt , /a. rvoc s L Contact person at your company: 11e ' 1 Title: fiem a6 e/- V Telephone: a706-94/1 - 3035 ,,,, Mailing address: 3 /6oW a23I aAve So S& d ly e Qua /�Z�t y 4 X443 y.Z Type of business (What does your firm manufacture or produce ?): Number of business sites: l Address of each business site No. of employees at site: 1. -14-4hcArTici lf S 2. 3. Use additional sheets if necessary. .. • Part 11 Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. / Company name: G</2W r �q reg,e4 4 L C_ Site address: /6R60 S0u7 -/eLA ei r�tr�f��r •/z,Avila, 1M ?8 /1F Contact person: tr�c 444z44 Title: Ha is &i Telephone: - 91 I -30 3S 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? 71 Yes CI No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? el Yes CI No RECEIVED CITY OF TUKWILA SEP 0319 6 PERMIT CENTER 3. Does your business store( nix liquid chemicals? 71 Yes No If yes, are they for resale? Yes 0 N 4. Does your company use solvents or flammable substances? Yes 0 No If yes, do you recycle them? CI Yes EJ No '" /fr 5. Does your company process food or animal matter? CI Yes No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? Yes 211 No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? En Yes No No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance,equipment- washing and drum - cleaning? Yes 19 No 9. How many gallons of industrial wastewater does your company discharge each day? (check one) None CI Less than 5,000 gallons 5,000 - 25,000 gallons El More than 25,000 gallons Thank you 0 I I 0 BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE. WA POSTAGE WILL BE PAID BY ADDRESSEE *METRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE WA 98104 -9986 II1I1II11III11IIII1111 III IIII11I1I11I11I1MIIIt1II11I NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES July 12, 1996 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Imad Bahbah Merritt + Pardini 1701 Commerce Tacoma, Washington 98402 -3207 RE: HOULIHAN'S RESTAURANT -16640 Southcenter Parkway, Parkway.Square, Tukwila, WA PRE96 -023 Dear Imad: This letter is to confirm receipt of the support materials sent July 2, 1996 requesting re- evaluation of facade improvement cost valuations for Houlihan's Restaurant - Tukwila, Washington. It is my understanding from these materials that the actual cost of the facade improvement is projected at $71,888.00 rather than $260,000.000 listed on the pre- application project summary form (PRE96 -023). Further, the current assessed value of the building is $1;.575,800.00, not $2.8 million. Based on these figures, the facade improvement falls below the 10% threshold (4.5 %) to exempt this project from Design Review requirements. A copy of this letter, along with copies of the cost breakdowns for the facade improvement and total construction costs on your general contractor's letterhead should be included with your building permit application. Additional copies of this support material will be kept in our pre - application file as a record of this re- evaluation for your project. Should you have any further questions, or if 1 can be of further assistance with your development proposal, please do not hesitate to contact me at 431 -3673. Sincerely, Alexa Berlow Associate Planner cc: Kelcie Peterson, Permit Coordinator, re: Pre - Application File # PRE96 -023 Jack Pace, Senior Planner Katherine Kearny, Capital and Counties, U.S.A. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD REGISTERED AS MOWED BY LAW AS k . •• . • . C N T COWY i1FNERAL • . . . 4. • 1. MNtjt1 ENT, dENEPt-AL.c•CONTR INC 1. 5 W. W000LAND .DR „ ANAHE I 11 CA 9280 I SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES DETACH TO DISPLAY CERTIFICATE—I, RECEIVED r,11-st OF TUKWILA : 3 0 1996 PERMIT CENTER DEPARTMENT OF LABOR AND INDUSTRIES F625-052-0:0 134 THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CONT • • , • • . • . . - • •• t •••• GENERAL ' REGISTRATION NUMBER ExpRooN act : .01 -. •#.1AGNUEG060,q0 •Er*ECT WE DATE • • • '• • ••••• e ; :• • • • • • • • '• ".•:otatiVI 111.4.9PIUM• 2t5 W WOODLAND DR: "•••• ANAHEIM CA 92801. . . , .• _ • . or • STATE OF WASHINGTON . F625-052-000 (Ile .:: • REGISTRATION NUMBER ' . • ' . . EXARATION 010E : TIAGI,WJEG060.).0 .o4 .(20 / 9i -` ' ' • ' _ Et:ft-0-11;T •DATE 04/26 ...i2 MNtjt1 ENT, dENEPt-AL.c•CONTR INC 1. 5 W. W000LAND .DR „ ANAHE I 11 CA 9280 I SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES DETACH TO DISPLAY CERTIFICATE—I, RECEIVED r,11-st OF TUKWILA : 3 0 1996 PERMIT CENTER DEPARTMENT OF LABOR AND INDUSTRIES F625-052-0:0 134 THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CONT • • , • • . • . . - • •• t •••• GENERAL ' REGISTRATION NUMBER ExpRooN act : .01 -. •#.1AGNUEG060,q0 •Er*ECT WE DATE • • • '• • ••••• e ; :• • • • • • • • '• ".•:otatiVI 111.4.9PIUM• 2t5 W WOODLAND DR: "•••• ANAHEIM CA 92801. . . , .• _ • . or • STATE OF WASHINGTON . F625-052-000 (Ile 135 6 '00 8 DRAWING INDEX: A0.1 TITLE SHEET ARCHITECTURAL A1.1 SITE PLAN A2.0 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 FLOOR FINISH PLAN A2.3 REFLECTED CEILING PLAN A3.1 EXTERIOR ELEVATIONS A3.2 BUILDING SECTIONS /INTERIOR ELEVATIONS A3.* WAWhWION°j. A4.1 SCHEDULES /DETAILS A5.1 DETAILS A5.2 DETAILS A5.3 DETAILS A5.4 DETAILS Ay.h i1�1'A1 �h !2 SP -1 SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS SP -4 SPECIFICATIONS SP -5 SPECIFICATIONS 16 STRUCTURAL s1.0 GENERAL NOTES S2.0 FOUNDATION & ROOF PLAN/DETAILS S3.0 DETAILS MECHANICAL /ELECTRICAL P1 PLUMBING WASTE & VENT FLOOR PLAN P2 PLUMBING WA 4 & GAS FLOOR PLAN P3 PLUMBING WA & VENT RISER DIAGRAM P4 PLUMBING DETAILS P5 PLUMBING DETAILS, NOTES & SPECIFICATIONS M1 MECHANICAL FAR PLAN M2 MECHANICAL S EDULES & NOTES M3 MECHANICAL DETAILS & SPECIFICATIONS MEC & ELEC r ROOF • LAN El ELECTRICAL LEGEND, SCHEDULES & '(TAILS E2 ELECTRICAL LIGHTING NOTES E3 ELECTRICAL LIGHTING FLOOR PLAN E4 ELECTRICAL POWER NOTES E5 ELECTRICAL POWER & SYSTEM FLOOR P E6 ELECTRICAL GENERAL NOTES & SPECIFICATIONS • • 2 Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402 -3207 (206) 383 -8700 (206) 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121 -2720 (206) 223 -2742 (206) 622 -9462 fox Members of The American Institute of Architects Project Title: flOUUHAN'S RESTAURANT 1 JI MLA WASHINGTO" AS,t OETMLS A5.2 DETAILS 01S.3 DETAILS VDET041/4 SP —t SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS SP -4 SPECIFICATIONS SP -5 SPECIFICATIONS STRUCTURAL S1.0 GENERAL NOTES S2.0 FOUNDATION & ROOF PLAN/DETAILS S3.0 DETAILS MECHANICAL /ELECTRICAL P 1 PLUMBING WASTE & VENT FLOOR PLAN P2 PLUMBING WAM & GAS FLOOR PUN P3 PLUMBING WAIF & VENT RISER DIAGRAM P4 PLUMBING DETAILS P3 PLUMBING DETAILS, NOTES & SPECIFICATIONS M1 MECHANICAL "IrR PLAN M2 MECHANICAL a!fREDULES & NOTES M3 MECHANICAL DETAILS & SPECIFICATIONS MEC & ELE r- , ROOF - LAN El ELECTRICAL LEGEND, SCHEDULES & DETAILS E2 ELECTRICAL LIGHTING NOTES E3 ELECTRICAL LIGHTING FLOOR PLAN E4 ELECTRICAL POWER NOTES E5 ELECTRICAL POWER & SYSTEM FLOOR P E6 ELECTRICAL GENERAL NOTES & SPECIFICATIONS • 2 SUBJECT TO "►:, ;', AUG 1 1996 ,.CE SEAT LE -KING C DEPT OF PUBLIC HEALTH E RECEIVED CITY OF TUKWILA SEP 0 31996 PERMIT CENTER Msmbeni of. The Am*'icoft Institute of Architects Project Title: HOUUHAN'S RESTAURANT Sheet Contents: COVER • SHEET All material appearing herein constitutes the 4 unpublished and original work of the Architect and may not be duplicated. used, or disclosed without the written consent of the Architect. Scale: Ref. North Sheet No.: 2 3 A . C ABBREVIATIONS: A 00005. 008. AC.1. A.D. ADJ. AF.F ALUM. APPROX. 8 ARCH. BD. BLOC. BOX. BLKG. 00. BR. BRG. B1W. CAB CAR. C.B. CENT. PUS. C.G. C.I. C.J. CLR. C.M.U. C.O. COL CONC. CONST. CORR. CORR. Oi. C.P. D. OBI. DEL. DEMO. O.F. 010. DISP. D.L. ON. DW. DWG. E E. EA. EEC. E0. EXIST. EXT. 1PT. F.A. F.D. EON. FX. F.H.C. FIN. FLR. FLU. FLUOR. 10.5. F.O.W. F. FOG. GURR. GA. c.a. G.I. GT. GA8 B. GAB. /Wit. HOWE. HT. HORIZ. HR, HOR. 18501 NT, JAN. 00. JT. And Angle At Center Line Diameter or Round Number Anchor Boll Acoustical Acoustical Ceiling Ponels Acoustic Ile Area Drain Adjustable Above Finish Floor Aluminum Approximate Architect (oral) Board Building Block Blocking Beam Brick Bearing Between 801 -up Roof Baby Changing Station Cabinet Carpet Catch Rosin / Chalkboard Cement Plaster Corner Guam Cast Iron Control J00! Ceiling Clear Concrete Masonry Unit Cleanoul Column Concrete Construction Continuous Corridor Cerorniclile Center Point Dryer Double Detail Demolition Drinking Fountain Dimension Disp Dead Load Down Door Down Spool Dishwasher Drawing East Each Exterior Insulation Finish System Expansion Joint Elevation Electrical Electrical Panel Equal Existing Exledor Epoxy Pain! Exposed Structure Exterior Cement Plaster Are Norm Floor Drain Foundation Fire Eire Hose g Cabinet Finish (ed) Flashing Flooring Fluorescent Face of Stud Face of Wall Foot or Feet Footing(s) Furring Gage Galvanized Grob Bar Galvanised Iran Glass Gypsum Wallboard Gypsum Wallboard Water Resistant Height Hose Bibb Hollow Core Hardware Heighl(s) Hollow Metal Horizontal. Hour Her Inside Diameter Insulation Interior Iron Pipe Size Janitor Jost Joint UV. M.B. MD.O.P. MECH. MFR. MH. MIS. M.O. MID. MIL. NW N.I.C. NT,S. 0 OA. OBS. ac. D.D. 0.10.1, OFF. OPP. P.C.P. 8185. PAS. PLWD. 80 PR. PT. PANT. P.i.D. D.T. RA. R.9. RD. REF. REFER. 800. 8E51 RM. RM. R.O. 8.0.8 ft.C.P. S. 5508 .0, S.D. SECT. SHr. SE S&L. O. S 5,5 S.S. 500, STD, 51L. FOR. 0008. 5u5P. 5.V. SV. /CR. syM. T.B. T1). /Wit. TEL. TEMP. 000 THK. T.T.D. Tv. D11TP. . T.O.B. T.O.C. 0.0.5. T5. TERR. T.S.C.D. UNHN. U.N.O. V VAR. V.C.T. VE. ST V.W.C. VER. W/ w.D. W.C. WD, W.G. W.H. 8/0 W.P. W.R. Wr. Length Lavatory Live Load Maximum Machine Boll Medium Density Overlaid Plywood Mechanical Manufacturer Manhole Minimum Miscellaneous Masonry Opening Mounted Melal Microwave North Not In Contract Not To Scale Neroll Obscure On Center Outside Diameter Owner Furnished Contractor Installed Office Opposite Portland Cement Plaster Plate Plastic Laminated Plaster Plywood Pair Paint Partition Paper Towel Dispenser Quarry Tile Riser, or Radius Return Air Rubber Bose. or Rcsi0ent Base Roof Oroin Reference Refrigerator Reinforced Required Resilient Room Rough Opening Rubber ire Mal Resilient Stair Treed Reflected Ceiling Plan South Solid Core 5,8,0 le(0) Soap Dispenser Section Sheet Similar Stain & Lacquer Sanitary Napkin Disposal Square Service Sink Stainless steel Standard Steel Storage Structural Suspended Sheet Vinyl Sheet Vinyl Chemical Resistant Symmetrical Tread Tack Beard Towel Dispenser Waste Receptacle Telephone Tempered Tongue & Groove Thick Top of Pavement Toilet issue Dispenser Television Top of Wall Typical Top of Beam Top of Curb or Concrete Tap of Structure Tube Steel (Pipe) Terrazzo Toilet Seat Cover Dispenser Unfinished Unless Noted Otherwise Varies Vinyl Composition Tile Vertical Vestibule Vinyl Wall Covering Verify Washer, West, or Width 000 While Closet Water Closee ! Wood Alm Glass Water Healer Without W0!,, 8000! Waste Receptacle Weigh! Welded Wire Fabric A SYMBOLS: BUILDING GRID LINES: DOOR TARGET: O WINDOW TYPE TARGET: Won and elevations) LOUVER TYPE TARGET: l RELITE TYPE TARGET: A INTERIOR ELEVATION: (Arrow indicates the view direction) OFFICE ROOM NAME 110001 ROOM NUMBER: REVISION CLOUD: EL 10' -0' DATUM A ELEVATION TARGET: Devotion above i lnished floor DATUM TARGET: Work point control paint or datum point Location On Page tar Sheet Number Location On Page Sheet Number Location On Page Sheet Number Location On Page Sheet Number DETAIL ON 24 X 36 SHEET: WALL SECTIONS: BUILDING SECTIONS: MATERIAL SYMBOLS: M VICINITY MAP Earth / top soil Concrete (Section) Sand Gravel Gypsum Board (Elevation) Grass (Plan) Rough wood Rough wood blocking / shimming Finish Wood Gypsum board (Large Scale) Gypsum board (Small Scale) Rigid Insulation Insulation -loose or butt Metal - large scale (section) Metal - Small scale (section) PROJECT LOCATION -. I Lrcgeetnolneach end of e li EXTERIOR ELEVATIONS: ALL TYPES: POINT ELEVATION TARGET: t4 KEYNOTE: !!!!1.-- • - - - - MATCH LINES: - - - - -- PROPERTY LINES: D PROJECT DIRECTORY: TUKWILA FOODS, L.L.C. PARKLANE EXECUTIVE CTR. CONTACT: 31620 23rd AVENUE 5. GREGORY P. HAZARD SURE 214 FEDERAL WAY, WA 98003 -5042 ARCHITECTURAL: MERRII8 4 PARDINI 1701 COMMERENCE TACOMA WA. 98402 -3207 CONTACT: ILIAD BAHBAH (P.M.) FAX: 383 -8728 (206) 941 -3035 810X: 941 -2796 (206) 383 -8700 STRUCTURAL: AH.B.L CONTACT: 2215 NORTH 30TH STREET (300) GEOFF H005DON TACOMA 0A 98403 TOM HICKS (208) 383 -2422 FAX: 383 -2572 MECHANICAL / ELECTRICAL: 80108086, CRICK & EVERSON ENG. CONTACT: (206) 922 -0446 3601 20 TH STREET EAST (SUITE 1) SCOTT ZIMBELMON (N) FAX: 922 -0896 TACOMA WA 98124 NORB 0K0NIEWSKI (E) PROJECT SUMMARY: APPUCM3LE CGOFS: ZONNING: SEISMIC ZONE OCCUPANCY: CONSTRUCTION TIM 8 -1 HR. INiq.EkS was-n fzlz I-HR, coN1Z 1ENENT IMPROVEMENT AREA 6,964 S.F. 1994 UFC 1994 UMC 1994 UPC 1996 NEC T.U.C. 3 02.1 PARKING LOT AREA LOT COVERAGE: BUILDING SPRINKLENED: 70 STALLS TOTAL N/A N/A YES NNINIIII11111101111NNIIIN111111 11111 ININNNNINNNIN111111 NIIINIIIIIIIIIIM111111IINNIIIIIIINIIINIIIINNIIIIIIIII TU KW NNNNI iNNIIWNENNNNNNINUIINNN9NNNIIOIIN' INNIIINNNINNNNNNNNINNIIIIIIINIIINNNIIINNNNNIII LA, WASHING-ON D E DRAWING INDEX: P0.1 TITLE SHEET ARCHITECTURAL 01.1 SITE PLAN A2.0 DEMOLITION PLAN A2.1 FLOOR PLON A2.2 FLOOR FINISH PLAN A2.3 REFLECTED CEILING PLAN 03.1 EXTERIOR ELEVATORS A3.2 BUILDING SECTIONS /INTERIOR ELEVATIONS AW.* WALA, Of:011074h. A4.1 SCHEDULES/DETMLS A5.1 A5.2 A5.33♦ SP -1 SP -2 SP -3 5P -4 5P -5 DETAILS DETAILS DETAILS DETAILS R` ?81010 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS STRUCTURAL 51.0 GENERA. NOTES S2.0 FOUNDATION & ROOF PLAN/DETAILS 53.0 DETAILS MECHANICAL /ELECTRICAL P1 PLUMBING WASTE & VENT FLOOR PLAN P2 PLUMBING WATER & GAS FLOOR PLAN P3 PLUMBING WASTE & VENT RISER DIAGRAM P4 PLUMBING DETAILS P5 PLUMBING DETAILS, NOTES & SPECIFICATIONS 81 MECHANICAL FLOOR PLAN 142 MECHANICAL SCHEDULES & NOTES U3 MECHANICAL DETAILS & SPECIFICATIONS REPT MECHANICAL & ELECTRICAL ROOF PUN E1 E2 03 E4 E5 06 ELECTRICAL LEGEND SCHEDULES & DETAILS ELECTRICAL LIGHONG NOTES ELECTRICAL LIGHTING FLOOR PUN Project Title: ELECTRICAL POWER NOTES ELECTRICAL POWER & ST8ItM FLOOR PUN ELECTRICAL GENERAL NOTES & SPECIFICATIONS HOUUHAN'S o per\ Mer i«+Pa ed 2 Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma. Wos8nylon 98402 -3207 206 383 -8700 206 383 -8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 08121 -2720 208 223 -2742 (206) 622 -9482 tax Members of The American Institute of MChilecte HEALTH DEPARTMENT INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. FILE COPY I understand that the Plan Check approvals are 0.:bleet to errors and omissions and a .royal of plans does not euthorize,1h 1 o10tioo adopted 0009 0 0 irk !:: °pt of con' Tractor's ca. .. =tf-•. an :Cknowledged. 3 RESTAURANT TUKWILA WASHINGTON Job No.: 96014,00 Issue Date: AMR- /04, 7/9b Sheet Contents: COVER SHEET 4 ewe °PO 'a,wmsata? er oil v<newi .mr:, 9 Mrar.ih:.umlwcl Scale: Ref, North Sheet No,: AOoD1 eD9b -000 IlaAOVe 6615- cues* . REPLACE HRH NEW CURS AA,I0 A8Pa4ALT, (SIYI N000 mow) MAGNOLIA HI-FI - 9,233 SF YS R US 39,088 SF @ GROUND FLOOR 11,814 @ MEZZANINE `-BR ■PBC 0-1' $654N 'S } PA *cos W - 8'•/"MIIJ REMOVE EX [STING -CLRB IEC130■4 4 RIPL CE WITH ASPHALT 0 NEW CURE 2' PICS.) (se& NOns 4640.1)(1.1.1.c.) ,. - REMOVE 000571•1A CURS 1 REPLACE WTI NEW CURB, A4.1o(N,I,G.) ASPHALT 966 Nr/FEE: IaEIaN MYABI JAPANESE REST. 2;268 SF 6,6616. 5.9...1 D FUTON GALLERY 6,625 SF, NO '-f AUTOMAGWSTALL —/ LIA 1,730 SF A T.V.x,._ ( •(I.C, 1571 - At 6.5, D r .. .. 6 wErLa4 ) j . aunftTs Fqe fti7d•cn CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 E FUTURE STREET IMPROVEMENT SOUTH 168TH STREET 96 a OOb(. VCIZif3)% LotA.MION aj M4 eA15-111jy UTI f fi+ IN61 CE t7p ] e a;pe.y.' r NoTr;: AFf0G'jIN(i 1ToO4 F14 FLaorj °✓rl4U FS c„1„,„-e., r INi ICJ/ 'GTT UTILirn - I nSpscrora -TRA.F 1 a aa.. c qr y .0 ` L il riED To Ire INS( dt2 Fqe 1. THE GREASE INTERCEPTO7 'SHALL, BE 'INSTALLED PEit,I088 REQt}119EM0NT$ .; OF THE UNIFORM PLUMS /1., GODS„ APPENDIX H AND TH8.I0ITY, TIIRWILA PSBLIC WORKS DEPARTMENT, = (.. 2.'THE G9EA6 &:INTERCSpTOR SHALL 98 A 12901,0 VAULT $YSTEI5, I,. MANUFACTURED 8Y OHE HTI1ITY, co.t9m COMPANY 01(0 V,1J9.T I .* 94 A MODEL 808008 +818 GA ,. , ... 3. THE PIPE LEAVING T((E GREASE INTERCEPTOR SHALL BE 601) SDR 35 OR THICKER Al2 LAVED AT A HIN, SLOPE 00 28. Pr NOTES, S•N0lc,• 4EGR U%-r2ENTS } =DAP PCx STALLS NDICA iEDON " N1TE 'PLAH - TE 15115R5 . 5111501 OV BLUE 34GKGROND . • MN, COLT TO PIPE METAL (OR TO &MOM WALL) } COATO ENAMEL A fuHITET,, EMBED. le N . CONC. FOCTp1OO SITE DATA SITE AREA BLDG. AREA: BLDG. A BLDG. B BLDG. C TOTAL 7.04 Acres, 306.665 sq. ft. 9,233 sq ft. 50,902 sq ft. (includes 11,8143g. ft. moo..) 36.767 soft 96,902 sq ft. a PARKING REQUIRED: GENERAL RETAIL (4 spaces/I000 sq ft. of gross area) 66,863 sq 8.11000 sq ft. = 66.863 x 4 spa = 267 stalls RESTAURANT (1 space/1003g R. of gross area) 11,752 sq ft. /1000 sq ft. - 11152 x 10 spaces = 118 stalls FURNITURE (2.5 SPACES/l000 sq ft. of gross area) 6,625 sq ft. /1000 sq ft. = 6.625 x 2.5 spaces = 17 stalls . TOTAL STALLS REQUIRED: 414 stalls TOTAL STALLS PROVIDED: 423 stalls PARKING RATIO: = 4 stalls/1000 sq ft. of bldg. gross area 12 handicap stalls provided - (4) van accessible stalls - 9 exist to remain 125 compact stalls provided (30% x 424 = 127 compact allowed) GENERAL NOTES GENERAL CONTRACTOR IS RESPONSIBLE FOR BIDDER DESIGN INSTALLATION AND COORDINATION OF NEW SITE UTILITIES ONLY. THIS INCLUDES ON-SITE EXCAVATION & BACKFILL, NEW WATER SERVICE AND METER, NEW SANITARY SEWER AND VENT LINES, NEW GREASE INTERCEPTOR, CONNECTION TO EXISTING SS., PATCHING AC PAVING, AND UTILITY CONNECTION. '2. GENERAL CONTRACTOR IS NOT RESPONSIBLE FOR ANY WORK RELATING TO RESTRIPING OR NEW PARKING LOT STRIPING, NEW HANDICAP RAMPS AT SIDEWALK, OR PLANTER MODIFICATIONS. THIS WORK IS BY LANDLORD AND SHALL BE COORDINATED WITH GENERAL CONTRACTOR. 3,c.E1.'I624L-n ae1mpc24. " 16 R6EpoN5101.E. 1'AZ LINE. ecNN8.- n,1N, W °f aF LA. INv METER: , — — — NEWS 2 .a2 aaN, sEw8I8 6161,4 VENT PIPE& AS NoltID PROPOSED PARKING LOT RESTRIPING PLAN SITE PLAN ).J01E I A.L HANbI teTMV? PROVIDE PANTED SYMBOL M ALL HANDICAPPED PARKING STALLS NDIC4TED ON SITE PLAN, PAINT a O'.s-0'5CLUE FIELD A 518 08 WITH 3' MITE 5 OIpE OR 45 REDD CT LOCAL NC, CODE S. WOE PANT STRIPE TRAFFIC LINE 04 TE 0 HANDICAP SIGN OHANDICAP SYMBOL AND1CAP 151 91 A5 P.xEA STALL HANDICAP STALL URCE04pa i 10l tingl -12001 C iAT9 A•WDE PAINT RiP NG TRAFP C LINE E. iTP NT .8 H C. 5Ypt50l PER DETA L TYP. NKS NT, NTs NOTE, ALL HANDICAP STALLS TO CE I NBLE STRIPED, TYP. 0 1 HANDICAP STALL 7 6 j nJ xGON \SuON '. gU \LD\N - N . rom„a."s"wHU.Iw`"w"wwsN° ""dawa .. RECEIVED CITY OF TUNWILA OCT 1 61996 PERMIT CENTER 8 A1.1 1701 Commerce Tacoma, Washington 98402-3207 (200) 363-8700 (206) 383,8738 fox 1000 Lenora St. . Su0, 405 Scottie. Woshington • 1 98121,2720 Tentr:r,'Carn Institute of Arclii(ects cf9,1zmpolpgi3O,04.,000 APPROV Raa, MG MASON, sheet.,14, OCT 16 1996 PERMIT CENTER DEMOLITION FLOOR PLAN SCALE 1/4 EQUAL OCCUPANCY COUNT: DINNING ROOMS: BAR: LOBBY: vEsTieu E: EMPLOYEE: TOTAL: 4'-O ", J OBBY 1 102 I LJ DINING ROOM #1 1 104 1 MECH. 1 106 1 DISH ROOM PICK —UP /PREP. 1 112 1 FREEZER 1 115 1 ' VEST, DRY STOR. 11091 COOK 1 12' -8,1" WOMEN 1 117 1 HF'FR COOLER 1 110 1 STAFF 1 111 ! COOLER . Nib-ow FLOOR PLAN SCALE 1/4° <. 1,' -0 ". PRour.n. Auo R.E A)J 'VI5A3o 1+l.AE /l5 PER WA. 57"ATE. '3 D(e.CUOE 16 PARTROON SCHEDULE (D- A. 204 80011 STUDS W/ ONE LAYER 5/8" GWR EA. SIDE B. 2X6 MTL.STUDS W/ ONE LAYER GWB EA. SIDE. PROVIDE WR GWB AT INT, SIDE OF DISHROOM. C. 2x6 MTL 511.1170 W/ ONE LAYER CEMENTITIOUS BACKER BOARD E4 SIDE. PROVIDE 22 G4. GALV. SHT. MTL. BACKING AS NEEDED FOR WALL HUNG KITHCEN EQUIPMENT. D. 208 WOOD STUDS W/ ONE LAYER WR GWB EA. SIDE ALTERNATE #1 MTL. STUD FRAMING 0 INTERIOR LOCATIONS IN LIEU OF WOOD STUDS. PLAN NOTES: 1. ALL ACCESSORIES FOR WOMEN'S RESTROOM APPLY MEN'S RESTRODM TYP. UNLESS NOTED OTHERWISE 2. ALL INTERIOR WALL FRAMING SHALL BE 24" 0.C. AND SHALL TERMINATE 6" ABOVE ACP WITH DBL.PLATE & 2X4 BRACES 0 4' -0" ALTERNATING TO STRUCTURE ABOVE. 3. ALL (N.I.C.) ITEMS SHALL BE PROVIDED AND INSTALLED BY OWNER, GENERAL CONTRACTOR TO COORDINATE W /OWNER & VERIFY ROUGH -IN REQ'MTS WHERE NEEDED. • 4. ALL INTERIOR BRICK EXCEPT 0 RM 101 SHALL BE BRICK TILE. 5. SEE INT.ELEV. AND FINISH SCHEDULE FOR FINISHES OF PARTITIONS 6. PROVIDE SOUND ATTENUATION 841T5 IN ALL WALLS BETWEEN DINNING ROOMS AND'KTTCHEN- RESTROOM AREAS 7. ALL DIMS SHOWN 0 INT. ARE TO KEY NOTES: EXISTING I' 1 • DEMISING WALL • NR (.$0 WINE RACK 2 (N.I.C.) ETCHEDGLASS DIVIDING WALL a (0.F.C.1.) PAY PHONE COORDINATE W /PH, COMPANY RELITE 2_/ GLAZING NG WD. PLATFORM TYP.TREATED 208 0 12" 0.C. W/5/4" PLYWD. GLUED & NAILED FILL W /R -19 BATT INSUL AWNING ABOVE (N.I.C.) DECORATIVE WALL MT. BOOTH LIGHT CENTER OVER TABLE SEE ELECTRICAL BOOTH/TABLES TYP. \"i (N.I.C.) 10 SERVICE STATION COUNTER & CABS. (N.I.C.) 11 LOW WALL W /BRICK 12 BRICK PILASTER W /ARCH SEE INTERIOR ELEVATIONS aHOSTESS TABLE (N.I.C.) 14 BENCHES (N.I.C.) IS MILLWORK COLUMN WRAP ci NEW SHEAR WALL 81WN. 16 GRIDS A & E SEE STRUCT. DWGS. NOT USED CD, CONC. CURB FOR 84R SEE DETAIL 19 OUTLINE OF EXHAUST HOOD ABOVE (N.I.C.) 20 2'W01'H R.O. FOR (NJ.C.) SS. SHELF, SET BOTT.048" A.F.F. 21 FEM. NAPKIN DISPENSER 0 WOMEN ONLY 22 PAPER TOWEL DISPENSER 23 SEAT COVER DISPENSER O EA. WATERCLOSET 24 TOILET PAPER DISPENSER 0 EA. WATERCLOSET 25 GRAB BAR CI BABY CHANGING STATION P -LAM COUNTERTOP W/ 4" 2T SPLASH SELF EDGE, & PENCIL DRAWER 28 BAR ABOVE (8 29 650 NAPKIN DISPO.1,5.) SAL 0 50. WOMENS STALL FULL HT. P -LAM SHELVING 0 0 20" O.C. VERTICAL PROVIDE CEMENRSOUS BACKER 31 BOARD 114 . LIEU OF GWB. AND S.S. WAINSCOT TO 4' A.F.F. FOR MOP SINK WALLS 32 FULL HT. P -LAM ADJUSTABLE SHELVING 0 20" 0 . VERTICAL EITNN BOOTHS ARE RECEIVED 33 ALL BOOTH WALLS ( SHOWN CITY OF TUKwItA 2 3 Immommaimmel nnerritt+ Me6lteatuie Urban Design Planning Interim Design 1701 Commerce 14 4414. Woeh,nglon eao2 ]2D7 (20(208) 38] -8%00 6) 38] -8728 lox 1000 Lenora St Suite 405 Seattle, Washington 98121 -2720 (20fi 22] -2%42 (206 622 -9462 fax Members of The AT.... lnealate a am4eale 2140 Project Title: 1OULIG 'S, RESTAURANT, II UKWILA: WASHINGTON Job No.: 98014.00.. Issue Dote: A /.07-1'0 7". qa"' • MiEtosow 10 4. a Sheet ConteM5: . OFHofT11 0EA pPPRO 0E1 2 8 1996 ftdw PLAN 4 BUILDINGDI+IISION F mmS e ar Ma 9 idMraN"Nr "; aMa OOyWl b i0t0' n1te dement _ N4 OCT 1.619A- PERMIT.GENTER -.. FINISH PLAN NOTES 1. SEE FINISH SCHEDULE SHT. 24.1 FOR ALL FINISH TYPES AND SPeLE. HRvE covEA TiI.E BASE, FINISH KEY NOTES 6" WOOD PLATFORM W FOR CARPET SEE FLOOR PLAN FOR DIM /CONS. C) 12 "812" TILE ) FLOOR MAT. INTEGRAL COLOR CONC.CURB SEE A2.1 FOR DIMS. & DETAILS OPROVIDE R -10 RIGID INSUL. BELOW FREEZER SLAB AREA CARPET 60 2 6 1996 n DING DMSION SEE FINISH SCHEDULE BUIL4 , ae, n nnwd m. Yeiay not be duel n..m ee m ysnn.n Architecture • Urban Design • Pionning Interior Design 1701 Commerce Tacoma, Washington 92402 -320) (206) 383 -8700 (206) 383 -2128 fax 1000 Lenora 5t. Suite 405 Seattle. Washington (212)1 -2720 (206) 223 -2 742 fi22 9462 fax Members of of The American A.'h,teCte Project Title: HOULI RESTAURANT mterinLA WASHINGTON: 'Job No.: 960l..0D )I,. Issue Dote: Sheet Contents: FINISH PLAN 8" WD. PLATFORM SEE FLOOR PLAN FOR DIM. /CONC. CERAMIC TILE SEE FINISH SCHEDULE MOSAIC TILE SEE. FINISH SCHEDULE 8 TU D CITY fl0 OF TUKWILA OCT 1 6 199 PERMIT CENTER Scale: Ref. North • 1/4.... 9' -0 • CEILING CEILING LEGEND HEIGHT A.F'.F.4 TYPE -- la X' -' %- FINISH SYM. CEILNG TYPE .PAINTED GYPSUM BOARD - .. 0 2X4 LAY - IN A.C.P. (SPEC.) ,. , C 202 LAY- IN A.C.P. -- .21.5.0. ( #143) STRAW COLOR 0 2X2 LAY- IN VINYL FACED GYP. TILE E... 204 LAY- IN F.R,P. F 204 LAY- IN VINYL FACED GYP. TILE G NOT USED H PRESSED TN SEE PLANS FOR DESIGNS J EXTERIOR GYPSUM BOARD 11900308ealgn Planbing Interior Dee(gn 1701 Commerce.... , Washington 99402 — 98402 -3207 (206) 383 -8700 (206) 383 -8728 fax ' 1000 Lenora St, Suite 405 Seattle, Washington ALL CEILING HEIGHTS TAKEN FROM FIN. FLR. ELEV. 0'10" (ME -z7z0 206 2 622 -2762 " SEE FINISH KEY ON 44,1 FOR PT COLORS (206) 622 -9462 to FIXTURE LEGEND • FIXNREE M PENDENT + DECORATIVE PENDANT DECORATIVE • A PENDANT O RECESSED FIXTURE O RECESSED F• IXD WALL FIXTURE • SCONCE TRACK UCHnNC 2X4 FLUORESCENT PP— 21(4 FLUORESCENT NIGHT LIGHT 1 X 4 FLUORESCENT 9 EXIT SIGNS 1=7 UGHTS LANDSCAPE FIXTURE, SEE ELOOR PLAN CEILING FAN 9 CLOCK OUTLETS SURFACE - MOUNTED GAS HEATER (PROJECT ALTERNATE) S I SEE MECHANICAL DRWGS. x SEE MECHANICAL DRWGS. RCP KEY NOTES 0 LINE OF SS HOOD (N.I.C.) LIN OF SS ES) F HING (N.I.C.) (I LY.UJ -HR SHAFT WALL CONST. OVER -BAR CAB. (N.I.C.) A1 81-014-91 STAINED GLASS DOME (0.E.C.I.) SEE ()IL. 13/A5.3 RCP KEY NOTES 1 All'-o" Al T -0' F' -91 1 A 16 AT-Al 1, MAINTAIN 3" CUR, FROM EDGE OF RECESSED CAN FIXTURES TO T -BAR GRID SYSTEM- TYPICAL, WHERE SHOWN NEAR GRID. 2. GENERAL CONTRACTOR SHALL COORDINATE EXACT FINAL LOCATION OF FIXTURES ABOVE TABLES /BOOTHS W/ KITCHEN EQUIPMENT DRAWINGS (BY OWNER) REFLECTED CEILING PLAN BUILDING OIVISIGN Members of The Prnencon Institute of Architects Project Title: TUKWILA WASHINGTON Job No.: 96014;00,+, Issue Dote: Sheet Contents: REFLECTED' CEILING:, PLAN' , RECEIVED CITY OF 104011.4 OCT 1'61999 • PERMIT CENTERS RE G FMAOE TO REMAIN NEW CEMENT PIASTER FINISH METAL COKING (1MICAL) CONTROL JOINTS (CJ.) IYP. TOP OF COPING ROOF .UNE BEYOND —(DBL) CJ. CANVAS AWNING TOP OF CO 21' PING Y _ SURFACE MOUNTED — UGHT FIXTURES ( YPICAL) _ NEW BRICK PIERS AND WANSCOTE 23' TOP -6" OF COPING MOUNTED SURFACE TED LIGHT CE OUN CANVAS AWNING (TYPICAL) NEW CEMENT PLASTER FINISH I• EXISTING EXTERIOR WALL UNE ALUMINUM STOREFRONT 515ICM (TYPE) NORTH ELEVATION — SCALE: 1/4" 1' -0" OECORATNE SCONCE (TYPICAL) NEW CEMENT PLASTER FINISH — Commence' Tacoma, Wnshin'' (06) 383-8 ((206 383 -8720. (206) 383-8728 fax 1000 Lenora St. Suite 405 Seattle. Washington 90121 -2720 6223 -2742 06 622 -9462 fax 06 Members of The American Institute of Architects FIESTAU TUKWILA WASHINGTQN INTERNALLY LITI RED ACRYLIC SIGN IN.I.C.) NEW CEMENT PLASTER FINISH METAL COPING (TYPICAL) ROOF LINE BEYOND TOP OF C.M.U. /COPING -; Job No.: - 96014.00. issue Dote: EXISTING CANOPY BEYOND • TO REMAIN CANVAS AWNING. (TYPICAL) DECORATIVE SCONCE -- EXISTING CURB ONE NEW. H.M. 0008 AND FRAME Sheet Con NEW EtPoCK PIERS AND WINSCOTE CEMENT PIASTER FINISH EXISTING C.M.U. WALL PT. TO MATCH EF -1 WEST.,- ELEVATION- SCALE: 1'/4" e'1' -0" RECEIVED • CITY OF TUKWIfA OCT 1 61996 PERMIT CENTER • A 984023207 2050816700(Tac00a) 20679 -0087 Olympia) MembeRN The American BUILDING SECTION -00716 WPT'I FINISH -Tw BUILDING SECTION ROCEIVED CITY OVUM OCT 1 6 1996 PERMIT CENTER Py .'1IVE. ETCHED 1 NEW l coNST. VENEER WAIN x' T bUILDING SECTION: Menitt +Pardini Union Depot Historic 01581. 1701 Commerce Taceme. Washington 98902.3207 20067-008877 (Oympe)) 2082808728(Fax) Members . The American Inslit.epl Archrtecis 0chnecIire DrtiaoAeigh Interior 097. BUILDING °SECTION' ECEIVED CITY R CF TUKWILA OCT 1 6 1996 PERMIT CENTER SHAFT (L28 B Aop -Typ• • Wer TT'rE'K &43 -.TTP• WALL c8NST, (1-I• .) smus 5 al o,c. CF41. eAr--reg ERP.Ts TopopH (EA,SIC6) 5,5,. WAINs ar (M, 50e.• N. 1.4•) 1 '16A1EP LA'1E •° ®WALL SECTION 2 Wit: col, avrgpo-ne. skAu_ cc+O p1 TE. ALA - ,EQUI , WEMT -5 •/ KIT CG?UI 3 144s. SHT: F. sM. 4 1 2xto e o,o, N/ %-I9 & 5 s1 -t- 148iJ W+RAF¢T acieT, . pLIYLITNF s6 -1 \ 2a AR /STRuc 11 Mil. VOID • J? W g- SO 8 oTT)T j1 aTZgUCT.i =-s RN9UL / ocp x M•HW•N'Y 721M 57 -1 STAIN • Typ, @ #E•D,J5t'16, 39w /cw.p.P1. ET 8210S1c Yt7f22&$ -- 6LAE To 654 AIN .(-1-WALL SECTION 4 6pyLcl.F .79 m15 aff "loc, ZC1 0N ov8A $41- l fl-T, - Typ, '14pKAL L'f2 WALL. ra14sT. rM PlasTEp24I •1 T N. J/ ' Mak- ETIIATFI j'o.{ieR 32'I L.710ID ? tbA- 1T*4110.c, + IZI-4° 4 rt- QET¢ E,. __WN 611E12lo? G•f4LV. 5t{T. MT-, NEAR - LP• N • PT• -TTP• — ,ALUM 3Ta2EFRoNT s15TEM -11P W - 16SUL. GLA•& /411 chak Nr. . -ef?I2 LOWE4214LA. T. 8 W WAU c"ST, 2xfo hzM' I./ R-11 &TTT Fl 1ND. SHT2, c.em. (1 hir FINI i -2n¢ ffIT FL5 586 v•p 52Ick 'o560054 W/ froth. -185 154. 5.. p £R o/ %24 fs1s1c 2x D_ pRM'6, e 24" oz. W /Q•Q4s -r . vsNiuR WAINZOr • STAIN d d1 WEEP HoLES d 241' o,o. T5551E0 A-. W/ ANq•b2 82" a,c, •f7(s4 coN - a41NGS sLA99 To_RENoIN WALL SECTION 5 6 Loinj ITV R'19 8 c Menftt+Pardii! kchliecture W0an Design Space Moor OWAnA limn Depot Hlstanc District 1701 Commerce Tacoma, Washington 90402,1207 209983-870 jfacama) 206753-0017(010mpia) 206303-872B Fax) Members of Institute American al Architects cammorms avas N6o -' to -07 -910 , SBCel Eonlents IZ 6IUS3LoW 7 NEW .. RECEIVED T. CITY OF TIIKWILA Q WALL SECTION OCT 1 61996 PERMIT V14.U. Ttat 4 i • 18, GALLCUT4, 8 E All material pump moln co-minies d tm used. of exbNwlmu l.ndlenwwmd.101 oa. ., 1: FAUX FINISH A: MATERIALS LIST: a: UGHTWEIGHT JOINT CEMENT- CZ 't1L7 ®:2L111J.311@"au•?1J . t..f}yid2 - L. EIMI - AM - AN OLEAN • ' R, ' Egne2;•1 :FLOOR GRES,.,: iKr• Ej FTIF'i.S°L'J:t3!S€L<'Z{l- FLQOR' TILE E FM'id5 "Tx "!x .I llylrf' FLO6R 1110 DAL -11LE OAI +SEMI -GLOSS •AL =TILE DAL-SEMI-GLOSS WILSONART: INTERNATIONAL 50NART INTERNATIONAL ARMSTRONG CELON SUPREME • rY`.' 1•`lRTi ila E4'T•: +`_'%i?:YicS a-'lu. •Y . •', - -- •..T 1 IINEIMENIEMINNISIMMEIMINEENIIHNIS N -0085 BRICK •• = IIMIEMIESI iMTVMEMEMINSENNIKKUDIUMIDIENNENEMEACMESEEN CLEN- 'Y 9RI K W. TOM ZE. .ib •,e` ..• '>R•TI. ' - 3 61TF. •; Ti'4a• M• +U n .' 14- - IYL. tr, r. .4L2.5'S3arg, r FRP =MIME INEINEICEEta 4YhI$E w 1}tKFZT •• ..Ll: ECINIMINEEMINE MINVIESSMI6 'IC'24 Ti-, { "5a 74 AC •RYMT GLEN -GERM BRICK OFINISH KEY SCALE: b: PERLITE- c: PRIMER - 4. PAINT- JOIN rCCEMENT UOR LA it .PURPOSE FN'INISH AO RE ALEP ORL19M1108. WHITE LATEX PRIMER PRAT & LAMBERT AOUASA0N LATEXR SATIN 92072 ENAMEL, COLOR: 'FILBERT- fTAP WATER 99: B9NDLE OF CLEAN WHITE COTTON RAGS n: 6 I: ,P00 6150 1/4 W NAP AWNL ROLLER 6: INSTRUCTIONS: 3 0: MIX LIGHTWEIGHT JOINT COMPOUND W/ 110041E AGGREGATE. 3 OZ. OF PERUTE PER 1 GALLON OF JOINT CEMENT. b: APPLY COMPOUND MIXP RE TO CLEAN WALL SURFACE W/ PUTTY KNIFE AND SKIM SURFACE W/ A TROWEL TO CREATE AN IRREGULAR/RANDOM TEXTURE. LET NEWLY SURFACED WALL DRY FOR 24 HOURS. ROLL AND COMPLETELY COVER TEXTURED WALL W/ WHITE LATEX PRIMER, LET DRY. 5 MIX PAINT COLOR AND TAP WATER. MIX RA110 EQUALS 1 GALLON PAINT TO 1 GALLON WATER. g: APPLY STAIN 14I6 TO WALL IN RANDOM STROKES 1141.01 LOW NAM ROLLER. (WORK A RANDOM NET E C I STAINED SURFACE W/ A DRY COTTON RAG N 0 L RANDOM THE PATTERN AND PRESSURE. AVOID STRAIGHT EDGES 4/ STAIN APPUCATONS. It PROCEED TO NEXT AREA WORKING FROM THE WET EDGE OF THE PREVIOUS APPLICATION, OFINISH NOTES SCALE: TYPE A WOOD /GLASS E TYPE B TYPE C WOOD PANEL WOOD /GLASS C: NO1E: 0: FOR: KITCHEN: AND :TOILET ROOMS - NO TEXTURE REQUIRED. PROVIDE PAINT ONLY, • NOTE: CAULKING: CAULKING COLOR TO MATCH ADJACENT MATERIAL COLORS, 681016 COLOR NEXT TO BRICK, 2.1.5.5. COLOR 9100 IN E.I.F.5. 3: NOTE: PROVIDE ALL TRIM PIECES AND BULLNOSE AS REQUIRED FOR EDGE OF WALL AND INSIDE CORNERS 4• NOTE: PROVIDE ALL CORNER AND TRIM PIECES, INSTALL PER MANUFACTORING SPECIFICATION. PROVIDE 8 TO 10 WEEK LEAD 71E.' MORTAR MIX COLOR FOR BRICK TILES SHALL MATCH BRICK COLOR WITH TOOLED JOINT. TYPE D H.M. DOOR NOTE: GLAZING PANELS IN DOOR TYPES A&C ONE OWNER FURNISHED & CONTACTOR INSTALLED O DOOR TYPES • SCALE: A TYPE E TYPE G H.M. DOOR ALUM /GLASS W/ VIEW PANEL • FINISH' ,SCHEDULE " NO. R FLOOR BASE • AL L$ • CLG•- ..CLG. REMARKS ' REMARKS .. MATL I- • •,_•••D•••n•• • • •. - IIIII!!111111. ®••••••••••• 111111•11311•M111111111•111•11101 smimmonisom ® B •Q MAIL FINISH w a o vo f•• •.0 ••••• g ssoi^a • • . • ABOVE N10111 16 -0' REIYSim MAT JAMB-' VE511901- 1 16-6' 6-8'. A 1002. 103 BAR ` 9Z RC7. 11'-6' 11' -2. — SFE RCP. 104 105 ., • ' • • 1 DINING ROOM j 80 RCP. .."'W .."'W 10 m... 108 '.MECHANICAL EQUIP t6-9' OFCI GLASS 107 DISH ROOM 108 OFFICE • • IIIIIMIIIIIIDI♦I♦IIICMMI•111CHII M ®O11111o•o•111111111111 - ALUM. - 4 ,V-9' 11 SET #1 8'0" 101C 109 DRY STORAGE 110 'BEER COOLER 'R3• -0 "1.3/4' ••••••••••••• MEIMINEMIIMMENEDIRI 1♦011111111•D••UL•U19•• • i••••••••••• ALUM. - ,. B . — 16-0' 10'-0' 10 -0' 0 -0' DPSVD 15 9a 40106 OFCI GLASS 111 STAFF 112 "PREP. 9O: 57605 SS '1013 113 - COOK 91. SFF 191 SS 0 024 114 COOK 6 2. 115 FREEZER 105A ®I„I ILIA STAIN 7' =0' DPaIIDPVN 10 6184Cn 1E 116 COOLER -ALUM: - 19 .a • •• • 106A lVOFD 10 SIRL'CNIE 117 WOMEN • • • •— • ••••••••••• •••••••••®• • H.M. • 6' -0' 0'-0' 10 118 MEN 108A 10 -0' H.M. ` 119 VESTIBULE M 2 120 LIQUOR. CLO. • , 2 H.M. PAINT 9 9 SET 94 114A - SEE INTERIOR ELEVATIONS FOR EXTENT OF FINISHES FINISH SCHEDULE SCALE: DOOR SCHEDULE NUM. DOOR -. FRAMES HARDWARE REMARKS TYPE MATL FINISH' SIZE TYPE MAIL FINISH DETAIL .. -. ' HIEGHT N10111 THICK HEAD JAMB-' SILL 101A A WO/13L. STAIN -: T -0 3' -0' 1 3/4' - ALUM. - 4 3 11 5E0,91 OFCI GLASS 1011. A ND /GL STAIN. T-0' :3• -0. 1 3/4' - ALUM. - 4 3 11 SET #1 OFCI :GLASS 101C A ND /GL STAIN 7' -0" 'R3• -0 "1.3/4' - ALUM. - ,. B 9 . SET 62 OFCI GLASS 105A 0 N0 /GU STAIN 7' =0' 3 0' 1 3/4' - . -ALUM: - 19 19 SET 93 106A D H.M. '.PAINT 7' -0" 3' -0' 1 3/4' 2 H.M. PAINT 10 SET 108A E H.M. ` PAINT Y -0' 3 -0' 1 3/4" 2 H.M. PAINT 9 9 SET 94 114A 15 SET 610 2X1$5.09. NEW HDNR. 117A L3 WOOD 5TAIN, T -0' 3' -0' 1 3/4' -.1 •000 5101 N 5 5 17 : SET 65 118A B WOOD. STAIN 7• -0' 3 0" 1 3/4• 1 6006. STAIN' 5 5 17 'SET 65 119A C' NO /GL STAIN 7' -0' 3 -0' 1 3 4 - 1 WOOD: STAIN 6 . 6 -. SET'65 OFCI GLASS 120A B 1W70D. STAIN ":7' -0' 3 -0' 1 3/4' 1 MV60- STAIN' 5 Wm 5 aim SET 94 NO ND. TOUR TRIM 0 INT.CLO 1214 D H.M. PAINT T 7• -0' 3 -0" 1.3/4' 2 H,4..: PAINT 8 9 - SET -64- O DOOR SCHEDULE SCALE: 1/4' =1' 0• (ARGOAT) O5 FLOOR PATTERN DETAIL SCALE: 1/2• =1• -0•. TYPE 1 WOOD FRAME 2" SCHEDULE,2' TYPE 2 HOLLOW METAL FRAME U 6 PI AN '.O4,4 W 54 1l N4 Oe11Q4 1701 C roe Tacoma. 905h,n9lo• 98402-3207 (206) 383 -6700 (206) 383 -8728 fax ' :: 1000 L400 5l 5004405 S4 NI , Washington 98121-2720 (206) 223 -2742 (206) 622-0462 fax Members of The American r,sl„tute at Ne 'leas Project TIES: NVAS NN 6 ORESTROOM FLOOR PATTERN DETAIL SCALE: 3' =1' -0" E 10°°1 OCT 2 6 1996 VTL01NGDIV1510 4 ,%.= aro ya.4 soak,: . FNqq aM M w10 c 'Ar? . 4 1 -ht r 3 Issue Dote: Sheet Contents::: SCHEDI$L AND DETA LS', R CITY OF TUKECEIVED WILA OCT 1 61996 PERMIT CENTER A.F.F. A.F.F. T 1/4° HD D. ED THK. N PIEC. SEALANT WOOD BLOCKING WAINSCOT - A E —ALUM. STOREFRONT. 1" INSULATED GLAZING EXTERIOR BUILDING MATERIAL BEYOND SEALANT & FOAM BACKER ROD e O SILL DETAIL SCALE: 3 " =1' -0" 2 SU.L -4" SILL FLASHING GYP BOARD WA(ISCOT ST.I COPE WANSCOT 0 1 20 [4:' 0 THK. HO.' 160 TRIM SEALANT milthwt EWE 1 IA ALUM. & GLASS STOREFRONT WOOD SILL EXTERIOR BUILDING BELOW MATERIAL EXTERIOR SHEATHING 1 3/ 7/8 .1/2" LINJAMB) E QP TILE AT RESTR00MS ( GYP BD. EA SIDE SCHEDFFRAMFIOR SZESE PARTITION — WOOD BLOCKING - DOOR, SEE SCHEDULE O • HEAD DETAIL SCALE: 3 " =1' -0" (JAMB SIMILAR) 3 FACE OF BUILDING 'INSULATED HOLLOW METAL MATERIAL BEYOND /" DOOR - SEE SCHEDULE DOOR 00T101.1 SWEEP WEAIHERS1RIPING CONCRETE FLOOR \3 OXIDIZED OR SIMILAR NON -SUP FINISH THRESHOLD 10 EXTERIOR THRESHOLD DETAIL • SCALE: 3' 1' -0" CAULK— 4 QT m i JI pBpgAqIIROOppDI[EDTO (0 INC0RBLED 10.F.0.1) g 0000. CURB W INTEGRAL BRLAOCK COLONIAIN 5900TH a OC TYPICAL BAR CURB DETAIL 15 SCALE: 1 1/2 " =1' -0" A OJAMB DETAIL. SCALE: 3 " =1' -0" (HEAD SIMILAR) 1, AT 2490 NSCOT STIIOIFRAMING AT JAMB BUILDING INSULATION 11%106)00 SHEATHING EXTERIOR BUILDING MATERIAL STUD FRAMING WOOD BLOCKING 0 M FOAM BACKER ROD & SEALANT SILL BELOW — DOOR, SEE SCHEDULE OHEAD DETAIL SCALE: 3" =1' -0" (JAMB. SIMILAR) FACE OF BRICK BEYOND DOOR BOTTOM SWEEP — HOLLOW METAL OR WOOD DOOR - SEE SCHEDULE - WEATHERSTRIPING -11LE OR CARPET FLOOR - SEE FINISH PLAN - OXIDIZED OR SIMILAR NON -SUP FINISH THRESHOLD OEXTERIOR THRESHOLD DETAIL 11 SCALE: 3"=1' -0" 00 02 O7 NOT USED. SCALE: OJAMB DETAIL 3 SCALE: 3"=1'_0" 1/2" CHROME EDGE ANGLE CARPET / TILE DETAIL SCALE: N.T.S. SHEATHING rTN, BUILG NG FELT, TYP. GYP BD COT f1gTI0N REQUIRED AT JAMB STUDS FRAMING SEALANT HM. HEAD, JAMB -SIM. TOO 2*09 ANCHOR SEALANT & BACKER ROD, TIP. ANKIIM STOREFRONT — PROVIDE FOR PIVOT WOOD / GLASS DOOR SEE 501110.. AS REQUIRED SS OHEAD DETAIL SCALE: 3e =1' -0" (JAMB SIMILAR) EXTERIOR SHEATHING GEM. PLASTER CONT. FLASHING 8 M1L STUDS —GYP BD —BATT INSULATION SHIM AS REVD HM. HEAD. JAMB 5144. DOOR WHERE OCCURS SEALANT & BACKER ROD, TYP. 1701 Conviarcg :•: Tacoma. Wallington 90402-3207 (2's) 383 -8700 zoe 3;17-Mg N.. 1000 Lenora St Suite 408 5117;. W h gtba r 9 2720 (206) 223 2742 (206) 822 9462 fate. tubers off The Am inalute of a Architeca O4 HEAD DETAIL SCALE: - 3 " =1' -0° CONDITION REQUIRED AT JAMB GYP. BD. - EA SIDE PART p F TONMSCHE0USLE FOR IDZE HM. 0000 FRAME - RETER TO PAR00ON SCHEDULE FOR THROAT SIZE SEE SCHEWDOURE 0000, O9 JAMB DETAIL (HEAD SIM.) SCALE: 3" =1' -0" POEELAIN TILE THIN SEET ALUM. CARPET STRIP 3 -- WALK -OFF MAT LEVELNG COMP04ND 10 FEATHER OUT 24 MIN. 1:20 SLOPE MAX. TIP. QUARRY TILE / PORCELAIN DETAIL SCALE N.T.5. OWALKOFF MAT DETAIL - 14 SCALE: 3 " =1' -0" II BLACK STANEO 0000. W/ GLOSS SEALOTt T!P (WHERE OCCURS) TRRESYROID STRIP -- EXTERIOR SHEATHING 111111 GEN. PLASTER CONT.- FLASHING OF j)) l) /\A FAIL 6* MIL STUDS APP ? OVED GYP BD Q ,A 1.$ ,I \ °96 —SHIM AS REO'D 'BUILDING DIVISION. 4 1 as ALUM: +STOREFRONT SYSTEM .nnf wlne , WHERE OCCURS Project 00(0:. TUKWILA - WASHINGTQN Job ,No,: - ',' :98014.00 Issue Date: Sheet C54946061 -- 1" A0IUS ON FRONT PORCELAIN. TILE THIN SET CARPET CCApMM RAVER 861724%. .. ALIGN W/ 000. PLASTER ATH L MIN. BAR CURB DETAIL AT BAR ENTRY SCALE: 1 1/2".41'-0" 9 MARBLE THRESHOLD , DETAIL NOT USED SCALE: AS'NOTEO. —11 SEALANT & BACKER ROD, TYB 1 RECEIVED 0' 1 1)( CRY OF TUI(WILA OCT 1 61996 Sheet N PERMITCEIITER TRANSOM HEAD /JAMB sim. A5` SCALE: 3"=1' 70" E , R 2 5/8" GYPSUM BOARD BRICK TILE ON EPDXY MORTAR BED 2 %4 STUD FRAMING A 1' -3 5/8" OTYPICAL INTERIOR COLUMN DETAIL SCALE: 1 1/2 " =1' -0" 3' -11 5/8" 3' -3 5/8" 8 TOP OF LIGHT 80X' 14' -6" MIN. APE W/ GYP BD ON _ STUDS 8 1/4" 8. -0" DIA. PRE - MANUF. DOME 18" MAX. HEIGHT SUSPENDED WITH %IR E A OPRgT PpNMS O C RE 2 LAYERMR STUDS TTOE TO TOE 0 __ 0.C. TO 0TRUCT ABOVE BRACE AS REQ RADIUS 3' -10" ODOME DETAIL SCALE: 1 1/2 " =1' -0" 12' -4 7/8"�� A.F.F. LEVEE '3r A.F.F. LEVEL l0' -8" _�_ A.F.F. LEVEL/ 3 1/2' EXISTING 'ROOF TRUSS; 1 1/2" 8. D STU IM� )R�aifi- IMMO r SUSPENDS TILE CEILING 61EMPIWIEKINHC ON(STTRUT OREOUAL SUSPENDED .810. SYSTEM PANELS. BO G1P B0 S"Y8 "- gypsum 8D. ON 2 x 4 WOOD STUDS 0' 18" 0.C. 2 1/4' OSCROWN MOLDING T METAL PANEL - LAY -IN CEILING TILES CABINET OVER BAR 0.F.0J4D 1, -5 1701 Comm4rae 0, oma, Wo4hington, 98402 -3207 ((206)). 383 -678G (209) 383 -8728' 7;9 . 1000 Lenora St.) Suite 405. Seattle, Woeh'ngloe 98121-2720 (206) 223-2742 (208) 622-9482 tax , Member "of The American Institute of AroNlecle 5/8" GYPSUM BOARD - OCEILING DETAIL SCALE: 1 1/2 " =1' -0" (JAMB SIMILAR) TYPICAL WOOD COVE SOFFIT DETAIL AT BAR SCALE: 3/4 " =1' -0" REGISTERED STUDS AT 16" 0.C. BRICK 11LE PIER SUSPENDED MIL.' COUNG GRID STUDS AT 16" 0.C. MAX. mes R. Mouttt, A. 2 ro BOTT. OF PANEL 10. -0" BRICK TILE ON EPDXY - MORTAR BED People! Titlp MR. PANEL CEILING CEOJNG RATE N0. 221 0/8" GYP. BOARD —� 5/8" GYP. BOARD &ASEPLANQ° 1 HOULI CAN'S REST :Ui BRICK: TILE PIER': BEYOND 4 NEW T5 POST (SEE STRUCT.) 10" 1, -10" (SEEPS1RUCT.) OCEILING DETAIL O PLAN DETAIL — BRICK TILE PIER SCALE: 1 1/2 " =1' -0 SCALE: 3/4 " =1' -0" 1' -3 5/8" ALUM. / GLASS STOREFRONT SYSTEM DOOR WHERE OCCURS FOI 11 (/2" EXIST. TS POST • 11.9 (SEE STRUCT.) ► � II� tIuI i • WD. BLOCKING 5/8" GYP. BOARD .SEALANT 8: BACKER 405 TP. 2 '06' WD: • FRAMING W/ R -19 TIP. WATER TABLE BRICK WO. BLOCKING BATT. INSUL EXTERIOR BUILDING MATERIAL 1' AIRSPACE, TIP. BUILDING INSULATION EXTERIOR PLYWD, SHEATHING 5/6 "; 911P. BD. BUILDING FELT POST WHERE OCCURS 1' AIR SPAC BUILDING FELT EXTERIOR SHEATHING BUILDING INSULATION 5/8" GYP. B'. 2"X STUD FRAMING -.. WOOD BLOCKING BUBDING STRUCTURE — STRUC AL DRAWINGS 1' -3 5/8" 2"X10" STUD FRAMIN 1111 1111 BRICK TILE ON — EPDXY MORTAR BED eOPLAN DETAIL SCALE: 1 1 /2" =1' -0" GAUGE METAL STUDS AT _ 0.C. MAX. FACE BRICK TILE ON EPDXY MORTAR BED. GYP. BOARD SOLDIER COURSE OFTBRICK. TILE. . 8801 o,,od Sheet Content,$:! pPPFPOVWEO p�TA ROWLOCK -. COURSE OCR 2 O 1996 f OF BRICK; ILE. BUILDING.DIVISION ' :pima u4 141 0, MORTAR FACE 84111 1300 TILE ON EPDXY "SC6IP AS NOT01;. EQ. EQ. 1'- 35/8' PLAN :DETAIL — .'BRIC'K :PILASTER PLAN DETAIL CORNER'. PILASTER.: A LOW BRICK WALL DETAIL SCALE: 1 RIVED CITY OF EOE TUKWILA OCT 1 61996 '.;;PF,RMIT CBNYB4 NOT USED 1 SCALE: • 2 NOT USED 6 SCALE: • 3 ®NOT USED SCALE: • NOT USED A • 8 CONTROL NBA) 8HEfR 'w+h+ CON 0T. • 2 LA15R> ^a4P 1148 -'0' 54 A rr•i matu0o8r e0( ea:1.AM .5N0A361Nb l • 58041X11. • 2K4 @ 1 5 •c. pea sr. tvr. EY.15T96- -TRUSS js4bt'6 -. (32•9 PPS Ate 064E LAA'ita 5x5' '5" s. w lal Foe- tape 'To MST'S -M$ (00.5nm) E J O S T I C s 2.0 A* ' 47(2 L41-(8¢-3 8x *PIPE-'e -014.6 a eA. s,oe '0b Au) Lofoe-ma/win- e, A•pf" F}o12.o4 s s2- 0800- LAME e-fxa" '011°4 'A' owe, Le pnae- -cwea VHS SLOE. PF WN.t- -TV 004646 N'GE WV, • 2 812, l5 6186 SepM. '[lonl � I 1: 5/4" SOLI W000 CAP (SUN AND FINISH, iSP) 3/8 " 0/2' So W000 TRD1 (STAN MO Feet 7YP) 904 W000 FRANC ELECTRICAL J -808" 1/2" 5NSOGAN• VENEERED PLYWOOD. (STAN 8 FINISH, TOP) PROVIDE 188 WOOD BLOCKING 10 SUPPORT TAPLE BRACKET _ VIEF 5-1/2 "x3/4" SOLID WOOD BASE WOOD BLOCKING NON SHRINK GROUT 4 OBOOTH W L PARTITION - SECTION SCALE: 4033 0 7 NOT USED SCALE: NOT USED SCALE: 8' -0" ON171E- ILWBF. 0064E GYPSUM BOAR DGHT FlKN ABOVE DOME 0.F.C.I. SCALE: • A • ODOME CEILING ®LOBBY 1 3 SCALE: NTS SOFFIT D AIL 1 O SCALE: 3/4' = 1' -0" NOTE: SEE R.C.P. FOR CLG. HIEGHIS METAL STUD BRACING AT _ 0.0. STA --BRICK 1ILE - METAL STUDS AT 0.0. MAIL - GYPSBI BOARD 1 -354/4 L 1 C) BRICK ARCHED HEADER SCALE: 3/4" = 1' -0" C 6100,814 PANELS. PT -1 SOLO WOOD CAP 1•110GA15 VENEERED P1:01000' ST -1 PUSH LNE INDICATING BOOTH SEATING Al1HOGALIY 8/SE BE1WEEN BOOTH BENCHES ONLY O5 BOOTH WALL PARTITION- ELEVATION SCALE: NTS OSOFFIT. DETAIL 1 1 SCALE: 5100 FRAMING W/ 07145244 880400 SOF APP NOTE SEE R.C.P. FOR CLG. NESTS 15 NOT USED SCALE: • ALL • 2 • Architecture Urban Oeaign xl 9 IrNerbrOeelgn 1701 Commerce Tacoma, Washington 98402 -3207 ((206) 383 -8700 208 ) 383 -8728 fax 1000 Lenora SL Seattle, Washington 98121 - 2720-' (208) 223 -2742. (206) 622 -9462 ton Members of The American 1nstitute of Architects Project THe: _ HODUHAN'S RESTAURANT, TUKWILA • WASHINGTON ' ,, laVLSlON (0 4'46 Job No.: 12601 400 Issue Date: /a- 0;7 -94 Sheet Contents: CPPPFROVE� DETAIL OC` tg 995 00)1NG °\\I ON 4 u'"M` "•g rq lir. off arc. am may not he M w4 - RECE 011'? OF TUIVKED WILA OCT 1 61996 • PERMIT CENTER 0' Sheet No.;, 1 I 1 SETBACH I SOLO WOOD CAP 1•110GA15 VENEERED P1:01000' ST -1 PUSH LNE INDICATING BOOTH SEATING Al1HOGALIY 8/SE BE1WEEN BOOTH BENCHES ONLY O5 BOOTH WALL PARTITION- ELEVATION SCALE: NTS OSOFFIT. DETAIL 1 1 SCALE: 5100 FRAMING W/ 07145244 880400 SOF APP NOTE SEE R.C.P. FOR CLG. NESTS 15 NOT USED SCALE: • ALL • 2 • Architecture Urban Oeaign xl 9 IrNerbrOeelgn 1701 Commerce Tacoma, Washington 98402 -3207 ((206) 383 -8700 208 ) 383 -8728 fax 1000 Lenora SL Seattle, Washington 98121 - 2720-' (208) 223 -2742. (206) 622 -9462 ton Members of The American 1nstitute of Architects Project THe: _ HODUHAN'S RESTAURANT, TUKWILA • WASHINGTON ' ,, laVLSlON (0 4'46 Job No.: 12601 400 Issue Date: /a- 0;7 -94 Sheet Contents: CPPPFROVE� DETAIL OC` tg 995 00)1NG °\\I ON 4 u'"M` "•g rq lir. off arc. am may not he M w4 - RECE 011'? OF TUIVKED WILA OCT 1 61996 • PERMIT CENTER 0' Sheet No.;, OPEN 1 B ,/ LINES BEHINDS WALLERATON ti PT,1 PNN1 ONLY' \ 0 49 Oro CEMMIL :11' BULLNOSE C:I) 846 CERAMIC MILL WT.2 CHECKER BOARD 41(1,00 AFL PI L9 108 0LR. 061. RETURN CEIPAUII. i1LE WfTH BULLNOSE .. ON EDGES Of WAI I. 6' BLAC, 1,0',, Wf,1 PAINT ONLY• OPEN STAINLESS STEEL CASING 0' K.E.0 OKITCHEN - PICKUP /PREP. SCALE: 3/8" = 1' -0" S 104180 TUD GYP. 4 B0. z w/ CERAMIC TILE TYr, . SODRFACE BAR 0 TOP k BACKSPIASH SEE PLUMBING 040011409 FOR FlKIU E5 AND SPECIFICATIONS W000 FRAMING 5 PPLY AND ORNN -- -- -- 10 COMPLY WRH p0,4, 3 O7 SECTION - VANITY SCALE: 3/4 " =1' -0' 'MENS' 51GN0GE BY FRG 4 LOWERED PLASTIC TAM. 001LET PARTITION 0008 GRAB BARS AS REQUIRED t01LE1 PAPER DISPENSER. gfflgSER EL STAINLESS STEEL CASING By K.E.C. (0.9.0.1.) • ACCESSORIES SCHEDULE A MWMT Wsuss. 9194V9 WALL 11L B IT 34' /2" 1 04A F. EARS RS - MOUNT 81114 CENTERLINE AF. SURPACE- MOUNTED ROLL ISSUE Cs DISPENSER - MOUNT TOP OF 491 19' AF.9. RECESSED 1OILET SEAT COYER e: ROLL TISSUE DISPENSER Cr MOUNT TOP OF UNR 40" AF.9. DS SURFA/.'E-MOUNTED ROLL TISSUE 059. WMTN WASTE RECEPT. MOIJNT TOP OF UNIT 30' A.F.F. Dr R60130E0 TOLET 5EAT COVER k ROLL TISSUE DSP. WM ' W.l9TE RECEPT. MOUNT TOP OF UNR 40' AF.9. SURFACE - MOUNTED PAPER TOWEL DISPENSER W/ ES WAS E RECEP ACE MOUN TOP OF UNR 60 l/2' A.F.F. Er RECESSED PIPER TOWEL 015065500 8/ WASTE RECEPTACLE. MOUNT TOP OF UNR 60 1/2' 499. FS SURFACE- MDUNTED SAIRARY NIPKIN / TAMPON 099209. ( *0.25 OPEMRON) MOUNT TOP 09 UNR 54" AF.F. Fr RECE5500 SANRA2Y NAPKIN / TAMPON YEN00R. (*0,25 OP 881100) MOUNT T00 OF UNR 54' A.F.F. Dd KQAW 8091 940E 0MPER DECK. MOUNT BOTTOM LEADING EDGE AT 2T A.F.F. IIILIIHU! � ,1 m: =::q�imns666 ......... Iii 1I0■■■■.■■1 ■ ■.■■ ■■ ■111 • • • • • • • • • • ■11 ■ ■ ■ ■■ _.= ■r- ■11 ■r —� ■111 �'�C����ii �ii id iii ---� Oil 11=CU : :: C��I.f i �I�I11.1_ ��;e PARTITION OINTERIOR ELEVATION MEN 118 4 SCALE: 3/8' =1' -0" PWTE 1655 MIRK & STUDC [ gESAI LDES. 8808 SPIASH JUCRON. 111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■I 1■u■ ■■■■■■■■■■�■■■■■■■■■ ■■■■■■1 11' CS 1 'I ,I1 ■ ■_ ■ ■ ■ ■■ ■1 1 •••••••••1 • • • • 1■■ ■■■■■ I 1 :..■. ■■ 1 ■ ■ ■ ■. ■ ■ ■i rd 1 ■ ■ ■. ■ ■ ■ ■1 A 1■■■■■ 7L� ■ `__ 1 ■■■■ ■I ■■I I1 11 11 r.- ■ � ®ie■11 ■■ ■■■■111,__ a. 181■111■1 MIRROR ON 0Y0. pID. ��WAL DISPENSERWEL OINTERIOR ELEVATION 1 1 SCALE: 3/8 " =1' -D" OINTERIOR ELEVATION WOMEN 117 8 SCALE: 'WOMENS' SIGMGE BY HRG -ADA SIGMGE. AS REQUIRED MILLWORK FOR TELEPHONE 0.1.0.1. L PAY TELEPHONES 3 INTERIOR ELEVATION SCALE: 3/9 " =1' -0' OPLAN - VANITY SCALE: 3/4 " =1' -0" ■ •■•••••••••••••••I •_•: 144 SOLID (1000 TR1M 2 3 OHEAD DETAIL SCALE: NTS 166 SOLID WOOD TRIM (MITER CORNERS) 7/8"x1/2" W002 "PMD" FLP- 05700 TEMPERED GLASS I/O" PLY00000 VENEER ON 1/2" EXTERIOR GRADE PLYWOOD ODETAIL S SCALE: NTS 3/8_ STUD 11AROW000 TRIM WO BLK0 1/4" PLYWOOD VENEER 0ni 1/2" 10200IOR GRADE • NOTE. 3 /5"x3 1/2" 50110 MAHOGANY 0AI ILNS SPACED Al 2' -6" TO 4' 0' TIC. I011182M. (PROVIDE FOUAI SPACING MIEN EVER POSSIBLE) 2 T1 /16" 1x5 WOOD SILL\ \ 1i 164 SOLID WOOD TRIM 1 OSILL DETAIL SCALE: NTS 3/8 CLEAR TEMPERED GLASS X7/8 "0/2" WOOD "MAD" FIP -00700 BOOM WALL WAINSCOT CAP SEE I /04.3 CEILING HT: 9' -0 13/16° O WALL CONSTRUCTION BY C.C. - TYPICAL LINE I DICA1ING RAMOSE CAP ABOVE 3 1/2 " - -)F 3 OWAINSCOT BATTEN DETAIL SCALE: NTS —HARDW D CAP (0.0.0.1.) 1 x HARD WOOD TRIM W/ 6L0CK'0 AS REVD TO OVERLAP 4 BATTENS BY 1/8" (0.F.0.1.) 1/4" HARDWOOD WAINSCOT VENEER ON 1/2" PLYWD SHEATHING (0.F.0.1.) -1/4' x 4" HARD WOOD TRIM AT 4' -0' 0.C. MAX 2 -6" MIN. EQUALLY SPACED. (05.03.) W000 BLOCKING(O.F.C.I.) 3/4" HARD WOOD BASF WD. PLATFORM WHERE OCCURS Pcib---000► OWAINSCOT ELEVATION DETAIL SCALE: NTS A 1 OD SCALE: NTS NOT USED DETAIL LOW WALL SCALE: NTS I It PLYWOOD JOINT 5/8" VENEERED MAHOGANY PLYWOOD (STAIN AND FINISH, TYP.) 3/8 "12 ■/2" 00216 WOOD BATTEN - REFER TO 5/F03 FOR S0AGING (STAIN AND FINISH, TYP) LINE INDICATING SOLID WOOD BASE BELOW (STAIN AN0 HIRSH, TYPICAL) 1701: Commerce :T464 W4041116167 " 98002 320] (206) 383 8300 (206) 383 8728 f x 1000 Lenora 51. Saito 1e 405 W hla9t6n 1 .961298121 2720 (20(2066) 2232]42 '. ) 622. -9462 fax's ".1." 4 3/4" WAINSCOT CORNER DETAIL SCALE: NTS WALL CONSTRUCTION BY GC- TYPICAL 5/8" VENEERED MAHOGANY PLYWOOD (STAIN AND FINISH, TYP.) 3/6'543/8° SOLID WOQP CORNER TRIM (MITERED) (STAIN' AND FINISH, TYP) Members of The Amerman Institute of Architects LINE INDICATING S000 WOOD BASE BELOW (STAIN AND <18100, 1201001) UNE INDICATING BULLNOSE CAP ABOVE 2 ...HARDWOOD CAP TABLE (0E00 002113. COUNTER Project TENS:,. HARD WOOD TRIM W/ BLOCK'G A5 REVD 70 OVERLAP A BATTENS BY 1/8" r llODU 'S::'. RESTAURANT' WA 1/4" OVE � ER ON 1/2" OSB SHE0TH'C BOOTH WALL PANEL (0001) GYP BD. 61TH F.R.P. STUD FRAMING 1/4" x 4" HARD 000Q TRIM AT 4' -0 0.C. MAX -6" MIN. �EDegTe" LY PACEO. -Wts �ocWR @&DHSS WOOD BLOCKING /4" /2" R HARD WOOD BASE / 1 6" WD. PLATFORM SEE PLAN NOTES FOR CONS /115/L & DIMENSIONS /LOCATION R -19 BATT IIISULAXTON OTYP. WAINSCOAT DETAIL 7 SCAB: NTS HARDWOOD CAP 1 x HARR�D WOOD TRIM IN AS REVDB10 CO OVERLAP 4' BATTENS BY 1/8" 2X. 00 BLKG 1/4"T HARDWOOD. WAINSCOT VENEER ON I/2' 056 S4007)4G. 3/8" SOLID WOOD BATTEN DETAIL- WAINSCOAT ,CAP SCALE,`" 1" x 5 1/2' WD. SILL ' BELOW 204IIV ?.c Issue Dote: COOORDINNATEI W/ 600100 CONTR*CTORALL P 8586A. —. m AA imml Emi■�� 2)B 1 /2" rSTA PMp FL P -BS]OA BOOY6 BELOW WHERE OCCURS CER0MIC RL —� TIM 500 1/05.4 DETAIL: HEAD-JAMB-MULLION set : Contents: CAPPRpVti g 199fi s aN'1i.e a1117 Nom+ iC»I oc� ww, h ( 410° ? t, g 1401C1GQI�I ION.. 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Nand mile 2. hotel, 400- spNm10039 del N 84x1 -based, dew, pm14a103 doe; Us Melee 040 -Irene d n1M1 a0ppPoxl imp bOm,A Ir'n tar kda P n:1' by aro brag gig pa. m8i000 um= loud 3331. S=jot tud(m3bd ,9 dnJgd ydpN b Nith - 4d moo bk itl) Tr* o9Y moven Orb pda0He matelot. 33 I to Dole %simn01 Completion; den m p90 Sedo 26100 - 114 Gpen0y 1 fsnd 1lm coalmds &y brows dl p d Ab 3* shp t 8 Ne 3313, of m ages OTN 0 to Bmd of Rai3. of 00 q, m lads 5lmddd Gm4i18 1,4311:). f�r4d3 nth gong 0100 d iNm4 R% w Sr av 19'18) a Wan Wood Redldw Aswmlt (N1PA)m Mated %yeom dap. m01p'y. 004088 404 a PSp0mlia -ode , vd it A MA 1P�22. lal rM "" maeee, re°I a 2. RAM �rmW as A 1Yuomltdes del be dressed, y0S4d3 seamed 004196 maoke 08101 b Wes 2' and len B 0341 3e Dly 20ode a p .SNOB P "ra0Gme a 12 Southern Pile Pala 4000), Sang and 3 beadlor tide a pre-owing antenna 1. rewl0ao N0 to be a0enphhed, idabg Pold10 ma l pedFY 1.0OmoLS 0(836 -rzP ly0w3q loolnbi ab9xlvtl mwele 4.331 tummy Sew 072133 - &ding nal.0an t 800133ieimul0(°pe;aa�°i :w*4IWN 88a0niaw%3 k00010000mere1esisw01 • 2 OW* bmtlal0 low dot be as Una A ksdd0 ko awed n 4110+03 odnwrIsammIlanemme m4, alsepe3000100 33 0000 -pia fa04 ad 8(°000 Reim 6005 Imo 3rmd d 75 v las ehm (3304n*4sNh ASl484 -000 OShormBbOoIAC00000(001. 9. os��bryudm Uw:yl{iedme4Smy'DlYa. 4Ie' *"Ne'amadi ostrfa3a:�afrdapdins bouts unload, width ma to taring 4444 C 300033ta40034 [043n1+aNS1SAmp,0a*0010 eNUhd pysl000 0lgti 'a��44017 Imninnr Aare wood roing of 25, mmamm. ! tddbxt at peinela reldotim, I-I jj' bsA al .e wtoktiw 5 0, P3Ye slaoWsya hoe: 0 -aid pdYel4me. 00 •0 b01303 ■alm opo trmsl®m 0489 333 1 (34010. 13.sald 00000010 it mod at mma0bas 00004 data 0d m Healed ol09aig A b020b oy` 8300(08 at v� by dlarhi3 b sled studs NN 004 -1043 !fuel meld acs fepe m 4138 B 0, �d� t�104(00°1 al soffits Fry a We n place ow xNk Wm unhealed or Arlene spoa We C. Ind wader 6sdaf0 g dohs on grod ftdg 7 -If b3a 000 0000433 ie(8ne pcosLle) B Save rigid pdplyce i%Wotion l0 masonry aim r84emde1 o}asise or &reproofs, E 33014 0900 Imes to 833041000 d 0em (0 be 1003' ham sea tr0er�oa100.0 • plaa nth ,040006a01hrf* 04&0161 [0i oledtu%v30 dmml0000mod0mrs000043n mm00idus bodes, � 31094 ha, 403101 04 pit ease Pot IMe 00034 al Mh od 0030 ma 330,00, sat b gipped arrow ai Mrm4in ad repot prawn Are Ims dN MI -alt 50*A0 07240 - Nee Saigon 0d Frit System (EFS) (NOT APPUCABE) I Geed A Submit t top 006g 0000303 delgs fa 10.0091\ pets edges, comas ed4Gg 681 dad 0d B Serra product boa for ceppkdh mites la p3310( redden *l; Mule sksdad 0,3ds and comp Kebab G Set mI020t Mat i ul8lm meets specified r0u8meb D Submit f5 by 1 -6' maples 031 of finish system on insulation Wad and 0 penal 00160(9. 64014 wormed Me ad texture Mad mint. u delo la depend and la 100 01 d0agd own f. 4°0041 kW spstom 80300043 ad 0130030 for a period of be ems tom Dote 015a301id CaWelim 0 Nerds A Weddle mawl30e• . Ned 5p4em Inc, SID ±1038, W. Stagy Method, 1\c. 0 3.810, IAe, /Mpla. NO3f. Mated cobs Are from Odd wk. o7510 - BIN -3 Rook.; Systems I- God Sbm obnl dote 0dmooboms Praedt(344631m� tam bye'kmam nmmxiq aittl nd, o pe-y6 m 10000 .n NMn9 33 to o paaa nl 20433 2 Plaids d r0fn d SA IdaOm 'ndnn010s Im nsaeLL1 ee 333010, coda an. P. " to Mmd�•alqq mle� hepm�fieq IhmQICooVle tod trade moulxka. 4nm1 bwlf 113 roofing old &WM watertight A Rmft s01an 0333 be fm elms 33. tit g0W aim. 3( 000 14(3 red- 0°hNe, 20-130 mm ffr. 04814 Pad am I�IL{ Bidrq nsbpaotapall1sC4 If4AS 1¢4-0746. d 3000 A3bd'%6dxJS 03 B 4s0dm8s Rai4e 1633 00( stro 4 od 1 edge 33433, ad 0o smia 101000 Fa3aes la alai aids per °0014 3Id Eo Prwa rod m Ylpe * 1 *3(dnwhti0 m036xlwe. Ravk SALM 076W - Fo8ng owl Wet Veld 1. Owed: sa,n2 442 bawd and predict bola 004catio mess, dryer Nirkrcs0 (mhn khiotm 440000 lax.041 rd00tom iaek LMo[ry gamma "k 1987 020403Od 9e Veld VOW( m pub by 9p4W riote vat of Na sake Mb dale. ad 00,4 eq O M1 Sp 0sFop uOh , d mo 0th D� tied °I Ml odd Intl related to rmrrq 2 Rmala B. Cbaleida y '"110 pN�'4g�, IMabn¢, yH ka30Is 0d other Wed WWI and shat meta I o�14'6er . m1�D`od merge U4''e' g m (; U ddlm ° dh mat ba N mw d 2100 a 313 sled . k,:N ASry 0006, mowed mdA1I1m r Dwd l A. t0! dtt IvNerhn s held b 1 tribe n word IIiN' e r .. 2) not. Updated pd at t 75 malrq ., Io CS/g3( Ice l MM. 69 4000 sped Ydtad 4. OafMidem pemhme 48 r ad Pleats tail a mninsn 70 me rtatew. wdlsPuAA gue of 36/ 75 degrees E, fiarn yrm at 25 mmu4mu. bkll°o sH be paw61 by EIS m°�1\o0rq� a da �'F m re•rd m 08310 i lda4 . w and Gmd and mesh, spirn &ydmemp. -iNa RC 1\00100 -Wnlel p,g gmftee0,.,Stotrditly duty Wee t Is SNmlt ad miba L Seim omad G ■an9 0. *shah 5-h red 3em Wed Mato peps. 01001 c %oak mawces d E Orddgeat In 4th pdpNN/ce BM1 marry. FS 1-P-512. raemt ra 3edbd. sedmte mi°Ia`4Yn9 WM. 1 GmINO - 1, rdrMe 44x1 meld wort it mod N4 wad 4013 bangs and SWUM soma A Pre- nsldMim�aW10x,0, 10.0001 Om0Ai°e 3(w me 0013, 33X3 Cmtra(O ER o. * oo's 1 fnako Come ,,... - 3104 000100° 0048 dkh de meld 033 030403 .11°°,,,,/,'"°4' poa8M4 r`�p0 mdion sol311 e, 0*6 t res r�las 4n re1 l0 0048 mn4o101 dm sort 0¢ � ec ra49ms rrt mlN8t09 Lmd Mal mead .00 n wee me eo sAmk manufactures 0 004 and 3003400 0f dm o0 .964061 N y °� be l0 fir and &d poke prime bo0ge OMnddeh3e00.PSmde Vnlobe iorVItir be Mded'214 msm33 w41ya 1° 0 OnsWel a MO011100 0 1 mod of mM FMM 330 Oda 0d take Mat and a 0msa��e MMe 0 ns ad d ssna bMd. Ratla pper prds t0hef L II awe sYgp� 150 E 1 Sears ad 1383 ad se permanently Meld as MaliQ41 and aONelidl N ' rawer"' -u" sa0e m dendadl Ne romp ob d 000420 nr k mil my De Placarded wile �I ad d0ewm d b. Fad 44004 Haag ad 4400 YM am 3mFn1 n 13080089 wim C 3304130 Verify tot Metdes to 0aee fish *taw Are m.W den ad tw of Melees mated& bo1d0mdo[no, rn��Mrond o fnM coal sptem it m ord nwith with owned Ws dr.* rItobe9000k tr. S3n2 h= wH g {Ne , mn el 81'94 tae Vd ammuNam a atm wsd0s w4yyma _ plee R° pa a m a dal Salim 07270 - FRl4piy I. Gad Sdlad dap ba.yy p Idetmdm(3(p ee M ye d app0 aaleid 84010 Nat me(&bh 0 rim m stmabon empties .Ni Uniterstdoai4 Inc, (a) n9s 0m4d penetration reep systems Ad a tented mead lot ASIY E814. A a4u i cN w0Oig01Mm0%1110 0024 nn4Mnnal,2 d rlizB0 03440Pmr' nd lot 40030[[on. aad_pee al s'plan B. I) M Sp! eh°Id 0004 ,0ms1 x118 aid dal he [dm'. IR B01dg Ihbids O'salaY, mrml Min aolnlet n ooam dN ASoY EBII. 2) lode dlaes; ybi01 Ia B041n8e .,M1 waled re3im%ma d4Mi-Ndy o O0/Csad 594. mh Gn bn pons Gm ( / IntamItd Rdalne C0' WC 31 Ga4ala Roads 0, a oAr k 1\id 7s m be (SI} C km eo1' 01946834 ) I eiM N Madstel th ke m- Arl (.v a b pmdtis Mm n A &VPn9 2) Eka e�baOn ,e)<nId . m� e Irspend rpdmis . R3Sd S � c SpaifN iefioy nc (SIT). O • A • SmIM 10110 - RM. Weld was I. fe108 0. SAmt qon done Mvtn9 demua4 mm8«4 Mdmim 0000100 and 0N, 80(08,1 al 4080 8,0000 Nosey led r e Wakes eaters & bray 'radar shat m ude sled 083 dsshte pM almd Fre Prot.* Asserted (10N4) fens I «s (0. 041.6 3Ioo I. ad 147,10, 949 VY nth •. 100 ad 4(53.1. 3mm.. ardor pofroo00 9101 mnply mN 408 1 119 . 2. Prefects A Does and h Ia0,08, n mead nth 911 I00 SIM b Motor has 1 hones d4 coal AS14 6166 Steel la odor too ad bane ltd be ml -8343449 gdw,ved and pp a nl -treated sled feel OoetU9 A51Y AS Gale 660 Rene Ira 400 gm and 4mm ar«e Ad rawly OM 019 A224.1. os 1 hone sM hmre me 083831 � f«hlras 4108x8 34830. 8. 083 808831000 11 ) Vend d 8,8830 meld elms {del a Ode II Hmy at% 16 gn, 0,18 tkR I -1 /1' 80080040. I Ir ! are 71 /Ilnemires, me,eti0 aplomb of cat 'AIB r, Y. ro Ul. Peas D a Lam s set am reae d to M8Neas m kanne both m lea row ad mot hone edneellt dead of door rd &300 1,0=onm�4. Dena 1 bane 4083 11083004. d. Fee label *I H434404. Tee, slue, IaNah an feel et exh 08000 near wn 1 mnabre each de (1 em N mBe pertinent hbmlhn bplatatt, of a.a40emhy4, *nos and codes lard 'm creak J al Qprma,iap syrdeb an code, contaned o 0dade 0483 M farms. Sbmlitl sew t Sbrdl a0 andde at eaten posskle dale palb81Iy ire acceptance el harm eche* nasl pared fa1m«dm of eta waft Beal s aihcd a pogt anstruction *0810 Ina, 0th d1d po0xl tar, 081 s°4 ho.rgs ede rod dkded by ra 108830 ad 0830 s3f 1 Id k Ns. 10 o, l repo of 0018,30 a) hoe', 00108 [ententes m armed to madnole 8,08000 nN ON' sat n 0043400 to Mm 6) 988838 l�0lo a ial samples d d Ito 30(8001 mmdwhro el doer an tram. r a mane 7) Steen hero aAmk hoar; hhoos Pe 3*00, as nalmdiox ammo 40349 of fibs are 3, Ed slpled cmamle meta 80004 Ode 0 431 IB ga. Ymd !w. 1( �1t!e erewmsb, ly obtain code p1 d bdue (OM and 1e1 sets Nrga doors eta) hymned- .plena mo�dprethne a Lm me. I -J /1 Ndness Ibu 34838 Ael bare ben g srvje moral ... yea M kpodeq IMmd' moing 008830 MAano! Ira Nm R -I /. 40a'dig *km nrProjctlss y fora 1800 pt. not lm° mm Iso Hal Awl40` d d mop.. ony�r M egglyry nc bdme s ly n 34838,17 1050, ad eddy k row. kr Nu C. RmOb re 1 ode' tlnl mpby, 81418,10 Mre metlrm! odtan s ri be 83+8830 m ITre !1 k(' rand fabricated of rNd -riled deed amt NW. I6 gar 00083 9831 * kl -.dda, d"cmo-mla,l rte° e Ne 8300 m me wart I« m*dtmts 1) [waiad tee 4N al d «coo 3) llrend r9eaduqso fmd' M8, NPA mod No re and bo1 dalrq Oda b rfIt'l s.1 data 683104 Fmmvd�of °hot 80883 altered aJ -rd0 sled. My 0880 baps. er Irrrulm et' Prods. tint bdme toN im fin 10}183 t d ether by us 48301 limey. N a ode s inroad ad gm8ditr dents a to ator do hang paMslm M 830 m tees 1 0 Ror4¢ mayMMes 0maad etas M mvng have l0 0µ3e349 dmbae. R0ik art oak ma of dears n&0(ed n 'mwraa 68, 00383083830 al elk or d0 hone labels. b 83rd 1 -0 0l ndPt a halm Ibeol 2 Rabclx E 33 , doss 1 fro la brae ad 8300, & «cad snh,92 -I(0 and 9.N'Revnnmrd A Feelers Proide brae nth oa�y suers or other fasteners of si0b s0 and type to artta Laval Nmidas 0008830la 0083808 Sled Dons and fimt0. 810o0800(0,18030-0400034* 00400,11 pmMl for brq its 0018 8004 me Pmme hydrae aaubc6am to m40, to gkfd0 3 fawla. Set I Id n 1101 (0034010, gmo8l 'le la motll 41880, Oa 103144, 4008830 Not 1183 4000 3*48 la YY pp�o0 44140,083181004 40«01 000 p*m.l00005 000 xl 61- � 91 meld 0,001, < aryl spmOWy Nm(0 re 1 , 00 ele eN 833400400 dad&, mak dew - 'a nN NYA d�. Fdbmg nsldotim, IsN w 883x340 to pdne cool. Inam ras to regore O ape colas h «end Fo to cooled I l fir s rodeo m 8s. WM. ad 034001 ial 1x1'005 a pMig. rrmmebelms d tame mmufahra. Foster' WS A0 8 00th 10800 830(008. Saalm 09200 - wud Doors 46&4 and � ' M ' n nN 0083- t d he ten 1 Cetera 4.0831 A a ) Nam Wm a6me0'a rNB�red ppejoo�de�`nwdalryd0 spl�6fa mefie polar Eppww`pl«A0 ton w oils ad 83x1 &la fa don Slae 8004 Amax II 1°00. 1rAs lades amdad 6 -tin 4nAb6 sjslaes anawl lad: ryir pats ran der* Oran, steals ltd PXIIml the toils" elbIYrdoe of as Asmehfnnnbyb andthe 4enhoA IAasae Nemte si . 7 ire -0883 dine 01434 �d lesfrg ad 405°0 4Y ra10a1dm( Tednrqp Age<y bin ban 104183 2) � hf1AM rmge Ae lam 1104 WI b and 883008 1, be ke�pd dke eiN a 004 Dadd A8, WPA 51 ad ASIY EI M �arags'kdca0d Ronde Iel1 tle4I n$mlm a retired d mad bds tlY 8,9 nod key eN nmhy d l c8, Non Les' o,Fda'rrau�rlaes Yey t OaHA lr , iegary m in doss and aceq Is amply nN a essly ml lir m pearled. �1 r Fey m eel 11olPlaine XN eN en kr-. Ronde ke i mot to only. IfN ne or M 03491 m,laids 00341 Bare wd 010309 vs. 0340069 0883101 pamd0 vine J) Y gmul% R,We ] dege Sep b mtl1 bd. �id 5 mote rep Id eo8, 00410 *tam. Defon 101830 door molly keys /rely to 01e. 2 Rabxls E Leda. latches 1 bolts Pride mmmkla04 A /afryMk aermfo04r s, tit .eWm Pak ; Nara Co: 60 -Dot -18,: Ya Nodal,, nth d Le Ak el ors, • bolt belt Ltd, E SAunoaer Cs., . Sven Ika aaCUry gm halm smyt. arm onaniWt to pal tat,, la match 0 Site ad tar dens dust-proof iiukt mho* pones om`esaed irkee la boll. I SYk and rd mm aldl mw{ m Nm A IS 6 3/1 litter, Reim Crack 0 oar Doors N h le 'PM iI II, t appoam� 34004 5/80' hrmn tl0s Idea M J am II or I I IIO s III to &d�- Eeerft he to nald Rid, Grymiry woes I &bun fide sN ao re3rpmbu� eased err 8,m ad rural( pm wnlpe 1'05 d fits and 4180 pdb m 10 Ge 034830,0 Ronde 4) Rased Moss ltd be mmulatuae 483rd but not Ira Thal WytrO by referenced 1°42 Ming or latch M orypy ham md p teen or bda or 3/4 minio n am la moue to* Pr ete1' Wham as la dead Irk MXAA lodad la 054 8'83183 s) 08 ems 9d 4s. n81h 0340 1,8300* 8,83183 1, ma- 00µb41 p6446e VitZtfk wand nN NNOA I S I E FWa bm,ems y0mmm I.1/Y d vori d b brae s slim sled Les I'4 Ian ma ta 8083 rp W i -Op n In�1t Rai* edge m� m 83838343 M ape eaee&lD• r rnghl. 6) ar m s Om ukr, Sly tampered it mood e h CM 16 -CFA Poi 1201, 1 /1' m 0Hness mmdds too hue dared hl [data dms 4wa be a0mlied A8, Tee I s sel-use ales* and Ad 830 retell Ire bmhet r mend nN MA IS 4 F. arms 48310083 product. 1) am la miry em R�, 101 are Ifb. rca Q th,:aNer, and °1x3400 delN+a°7 m of ltd hardpwatt d Imo. me µride 8. }today fir 1 runtime dm daa N Orr Nod reien d M 4x M8, slm&E ana 7) 4004810 doers Ronde dors as ad slate lots man* nth 179 AI17.1 proates la Sod C. Feld peal Mich don it oared 08, me rellimmis or the Pmlh3 slim. opera M* on diem actin do;r; W mdeAlity o Me phyrriy *doped 3 beak= held moms r rs�/Lx110 tones or termo o° fames 0084 *0.1,.` 0304 03tarad We.. Contractor to 0.11 requiemena (a etas eai3Oo damage addainnati sec aatDal to 8300 of SDsimlid Gaw,Oor. Seaton ONO - AOaem 9slrm0 A 9bnlnd, Sort rep b 340101 data ma 6' by 4 Fruyl seeks Wan q s MMa, *rod ml Qmhl *1ds Sddl m0hlnma No as poi of donll dararmis B. Namm attar saeh00l shall Me moon 80.440 ei 114&483 el 006 vin at 157 pd 400 1010 n maul034 A5111 E2B7 Na trembled rata other that =done* en idea tore of my component Am *led in accord nth Aso EDI at lest route of 60 Campkle store111 43010. Ml 08030045 ps 00008d8004malreridpd0�uae4 l400809e84113 t bas C ,M-0.Mr Aspal0,3,,y 3 04184 8830 80 3 rhlan 0308fie e`amleta 8004 ray bolo Ito manbld cola Mita* 0 40 051. 1. PrinekI Coo i pp�r.0000� he- an 10 re Polka 0000 of Asa f «0I4laetr nt s 000 Kameralfdn** 0 45014 Fmlaes soar he horned Moran a dmlm star. p! B. Fed Ad be AA Dom I, bbd 0008ed C. Name shop be as combed n For IWd1ae sedan. 0 Gm and *mg melons shell be as weak n lass and Clots; ovum 3 laml'm kol1 ad Q storefronts r «ard elm ..o03o lmde pond data 1 roomed shop dooms. Vm1y Nat *refmlssl 0010 ma 0ia onto stem lobe collected h wirers and seeped pkOrert of sCl ei,,V6 g Ielp ts,„,.mmd n S°Nmb( smcmlg C .painter of elan and hark Sedan 06700 - Fri Harare 0,6 4404&2 Praae 1008 hydrae Its 1 the Not 0 ideated h the darn* a specified ham1m00404laa000340(0830801 a B. 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S l*e_ q'434o'.�08:° crig1e eU oNa ho of c a OVe a err ion h Ns. 491 of loo 8,0883 re Make nth not of Ns catiion. 8 8,438 Wien Hems in mor4000 Oh sonedk horded brae at nnaarak IMO bds, a 1 nd rated, 11 m rmmntm by 0 ad Nara, M1i1ta 0841 m wa?i43 0034830* to coopY rHh bN mares irply nd MMes µ8383c1 ink regarg rslalahm kl wls ksd. [80834 ad Isue (o lin and Iamb s 1 708 s 1o�kmOYmuakp 1Mg0 IPran Aoab4140oait ��maal0 Ce11e0 belmn by and re n 1 a IT ran Ira 0o*of of bell.ama° *else dim 3 1 8,n ljwalo ton decd. 4 tL,a8t s,00dA /3401 bas 40 yhann doe to center* of serggle bar, a to w11a 0 rtadde by of INee 6) 16 1444 0s00ds8 400rt 1kto°b�m�ddseafm�a0(8'6383 433, ad' G Ince m ab00m180911stteal,ices Do no'n Wlssato lmmanteNamo ti Wes haveembe. dN ee� mi47 u, allel4re3 3Debahf00 rcmar 003340 ip* 100l(m s d mays0 oroadne nN Wrysl °0 May 34034083 a1d'aaR 034040 f. 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L 1) Dow sitter ooaal'm ad manlenmce eppioml to One's pentad at dose or 2) ,05 Adana Ion 40, kdrlwo'm list pub nla pro11d,4 ndlug dm U rM'ruq dy of namd4n'n peotion, djeast ocd 0,00,59 pupnml n deli 14.0.0, are Section 12690 - Flea Weds 1. WoCme"pon: e l s pall dole e drain% m applicable. b Pea mobs 0,B bos A Wldlem myldlalw55 oAFcl l0 00,00500 ri5. pxi4M reriemenis- Nned 45 fieb R Co . C1,0SRarn 4 Pml^5GCop.Wro -die 8,4.,, /3,0 lie 11°04 Esttva0au�fab8'm 4' -0' b l'- ,8'',,6J'a5y /Bm}�q�4z 4.k ma( ndraI d bane 30p Smint 0 Dale or Substm At1 o I/n �ra°ne Ralcfmn0alrust ban dwnWe and Completion. u[CDANCAL S 1004410t&S 01405104151155508 MOM SPEIIMA7101S SR PRIM OUMIfO EIECIBCAL SPECEC4DONS IF DEC11CA1 BRAINS 6119.001)1 • 0 • 2 3 RECEIVED CITY OE TUKWIIA OCT 1 61996 • PERMIT CENTER Arrhilectore Urban Design Planning Interior Oesign 1701 Commerce Tacoma, wwhinglon 98902 -320) (206) 3 -8700 (205) 385 -8728 fox 1000 Lenora S, . Sole 405 Seattle. Washington ((81 -1 -2720 (zoe� siz -z>4z -9462 for Members of The American HOW F 1," RESTAURANT Job No.: 98/314,00 Issue Date: e tr _(; 7-47 Sheet Contents: ARCHITECTURAL SPECIFICATIONS 10 STRUCTURAL NOTES ANY DISCREPANCY FOUND AMONG THE DRAWINGS. SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR 0 RESPONSIBLE POR ALL ERECTION BRACING, FORMWORK AND TEMPORARY CONSTRUCTION SHORING. 1.1 BIDDERS WARRANTY BY THE ACT OP SUBMITTING A BID FOR THE PROPOSED CONTRACT. THE CONTRACTOR WARRANT'S THAT: 1.1 THE CONTAAC TOR AND ALL SUBCONTRACTORS HE INTENDS TO USE HA ; CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL NOTES AND HAVE POUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED; FURTHER THAT. 1.1.2 THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE OP THE WORK AND THAT FROM HIS OWN INVESTIGATIONS, HE HAS SATISFIED HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK, AS TO THE CHARACTER, QUALITY, QUANTITIES OF MATERIAL AND UIFFICUL'TIFS TO BE ENCOUNTERED. AS TO THE EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK AND AS TO THE GENERAL AND LOCAL CONDITIONS. AND OTHER ITEMS WHICH MAY IN ANY WAY AFFECT THB WORK OR ITS PERFORMANCE, FURTHER THAT. 1.1.3 THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE DRAWINGS AND DOCUMENTS BID UPON; FURTHER THAT, 1.1.4 NETHER THE CONTRACTOR NOR ANY OP HIS EMPLOYEES, AGENTS, INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL REPRESENTATIONS ALLEGEDLY AUTHORIZED OR UNAUTHORTED PROM THE OWNER OR HIS EMPLOYEES OR AGENTS, INCLUDING THE ARCHITECT OR ENGINEERS, IN ASSEMBLING THE BID FIGURES; FURTHER THAT, 1.13 THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE (INCLUDING AGENTS AND SUPPLIERS) ARE AWARE OP AND ACKNOWLEDGE THAT CLOSE COORDINATION AMONG ARCHITECTURAL, MECHANICAL/ELECTRICAL AND STRUCTURAL DRAWINGS ARE REQUIRED FOR THE FOLLOWING: • DETERMINATION 00 ALL COLUMN LOCATIONS AND SIZES. • DETERMINATION OF TOP OF FLOOR. TOP OF STEEL. WALL PLATE. AND TOP OF BEAM ELEVATIONS. VERIFICATION OF ALL DIMENSIONS. THE CONTRACTOR AND ALL SUB CONTRACTORS HE INTENDS TO USE (INCLUDING HIS AGENTS AND SUPPLIERS) SHALL MAKE CONSIDERATION FOR AND INCLUDE MONIES FOR THE ABOVE IN THE PREPARATION OF THEE BIDS. THIS REQUIREMENT SHALL SUPERSEDE ANY CONTAINED IN THE AISC 'MANUAL OF STEEL CONSTRUCTION:` PURT110R THAT. 1.1.6 NETHER THE CONTRACTOR NOR ANY OP HIS EMPLOYEES, AGENTS, INTENDED SUPPLIERS. OR SUBCONTRACTORS HAVE SCALED THESE DRAWINGS TO OBTAIN REQUIRED DIMENSIONS; FURTHER THAT, 1.1.7 THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN OR VERBAL REPRESENTATIONS. CODES 1.2.1 ALL METHODS. MATERIALS AND WORKMANSHIP SHALL CONOORM TO TILE 1994 UNIFORM BUILDING CODE (UBC) AS AMENDED AND ADOPTED BY TIE LOCAL BUILDING AUTHORITY. ALL REFERENCE TO OTHER CODES, STANDARDS AND SPECIFICATIONS. (ACI, A.M. ETC.), SHALL BE FOR THE LATEST OR MOST CURRENT EDITION AVAILABLE. DESIGN CRITERIA 1.3.1 1.3.2 UNIFORM LOADS: LOCATION LIVE LOAD DEAD LOAD ROOF CONCENTRATED LOADS: 25 PM ACTUAL 1.6 SHOP DRAWINGS SUBMIT SHOP DRAWINGS TO ARCHRECT/ENOINEER FOR THE FOLLOWING: 1.6.1 REINFORCING STEEL STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS GLUED - LAMINATED MEMBERS 1.7 MISCELLANEOUS 7.1 VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 17.2 VERIFY SIZE AND LOCATION OP ALL OPENINGS IN THE FLOORS, ROOF AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 17.3 CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW SIMILAR DETAILS OF SECTIONS OF TIES PROJECT AS APPROVED BY THE ARCHITECT/ENGINEER. 17.4 SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR DIMENSIONS • AND LOCATIONS OF OPENINGS NOT DIMENSIONED OR SHOWN ON STRUCTURAL PLANS. 1.7 .5 THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL. AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OP THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TANS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY: ERECTION MEANS. METHODS. AND SEQUENCES; TEMPORARY SHORING. FORMWORK. AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. 20 SITE WORK 2.■ EXCAVATION EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL. OVER. EXCAVATIONS SHALL BE BACKEILLED WITI! LEAN CONCRETE (00=2,000 PS0 AT THE CONTRACTOR'S E)IPENSE. EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTR, RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPE00NT REPRESENTATIVE OP THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OP BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AS NECESSARY TO AVOID WATERSOFTENED SUBGRADE. 2.2 FILL, BACKFILL AND COMPACTION - BACKFII.L AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL MATERIAL SUBJECT TO ROT OR CORROSION. ALL FILL PLACED AGAINST RETAINING WALLS OR BASEMENT WALLS SHALL BE FREE DRAINING GRANULAR MATERIAL. STRUCTURAL FILL OTHER THAN PEA GRAVEL SHALL BE GRANULAR, PLACED IN 6 INCH LIFTS AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 (MOD PROCTOR) AND ASTM DAM (STANDARD PROCTOR). PEA GRAVEL FILL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 /8' DIAMETER. 30 STRUCTURAL CONCRETE 1.1 GENERAL vq6 -L1QDI ALL MANUFACTURERS OF PRE.ENGBNEEROD COMPONENTS OR SYSTEMS SHALL LOCATE. COORDINATE, VERIFY WEIGHTS, ETC, OF MECHANICAL UNITS OR OTHER CONCENTRATED LOADS AND DESIGN THEIR SYSTEM FOR THESE LOADS. 1.33 LATERAL LOADS:. WINO: PER UBC SECTION 1613 -1623 BASIC WIND SPEED: 80 MPH EXPOSURE: B IMPORTANCE FACTOR: 1 SEISMIC: PER UBC SECTION 1624 -1633 ZONE: 3 IMPORTANCE FACTOR: 1.0 DUCTILITY FACTOR (Rw): 6 FOR PIPES, CONDUITS, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC., PUBLICATION 'APPENDIX B: SEISMIC RESTRAINT MANUAL OUmBLNES FOR MECHANICAL SYSTEMS.' ALL BRACING AND SUPPORTS SHALL BR DESIGNED POR SEISMIC HAZARD LEVEL (MIL) B, SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NEPA PAMPHLET 13. 1.4 SOIL DATA ALLOWABLE SOIL PRESSURE 2020 P5F ASSUMED. I.5 INSPECTION/TESTING REQUIREMENTS SEE DRAWINGS, SPECIFICATIONS AND UBC SECTIONS 108 AND 1701, AND AS OUTLINED BELOW. 1.5.1 FOUNDATION INSPECTION BY BUILDING OFFICIAL TO BE MADE AFTER EXCAVATIONS ARE COMPLETE AND FORMWORK AND REINFORCEMENT ARE IN PLACE. 1.5.2 CONCRETE SLAB OR UNDER PL00R INSPECTION BY BUILDING OFFICIAL TO BE MADE AFTER ALL UNDER SLAB ACCESSORIES (INCLUDING REINFORCEMENT) ARE PLACED AND PRIOR TO CONCRETE SLAB POUR. 1.5.3 FRAME INSPECTIONS BY BUILDING OFFICIAL 00 BE MADE AFTER ALL FRAMING 0 COMPLETE AND ALL nom, DUCTS, ELECTRICAL. PLUMBING, ETC. ARE INSTALLED AND PRIOR TO COVE. 0.5.4 THE FOLLOWING ITEMS SHALL BE TESTED AND VERIFIED EY A TESTING AGENCY EMPLOYED BY THE BUILDING OWNER IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 1.5.4.1 1.5.4 2 1.5.43 CONCRETE SIRE. IGTHS ALL STRUCTURAL WELDING REINFORCING PLACEMENT ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI -301. 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.• PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI - 301. PLACE CONCRETE PER ACI -504 AND CONFORM TO ACIS04 (306) FOR WINTER CONCRETING AND ACF605 (305) FOR HOT WEATHER CONCRETING, USE INTERIOR MHCIIANICAL VIBRATORS WI H 7,000 RPM MINIMUM FREQUENCY. DO NOT OVER - VIBRATE. CONCRETE *IIA[.LfPLACED - MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL IQINTS.' -PP1Ki ALL CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURE POR SEVEN DAYS AFTOR,PLACING. STRENGTH BRICK VENEER (MASONRY OR STONE UN11S) . MATBRLMA: SSE ARCHITECTURAL.' -. HNSTAIUTRIN, MULL PER UBC 5BCDON 14x3. ANCHORITES BDRANCHOPFDMASONRT AND no* urirrs NCHB SMAX A3UMBITHICKNESSANDYIRB5CNF $1b05RM 81TBLIDbflb)Su1.0 BB GALVANIZEDCORRUGATED METAL, A MINIMUM SIZEOPNU6010R]2OAOGB BY 1424C 2f MINIMUM WIDTH OR 9 GAUGE MNMUM WBtE. • TBS SHALL B6' SPADED SO AS TO SOM0RT NO MORBRNAN TWO SQUABS FEET 0601/ A13: BUT NOT MORE MAN 34'0,C. HORRONTALO IB OC'0ERTI0ALL,Y. ANCHORS(ORW)RE)SBALL BE HOOK o AROIMU}(IBHORULPN0AL30IN RERTED0FR8RI4TWIDCB;CONHSTSOB N0.90A5B WIRE DREQ R/ALERT TH63OHTRBWFORCBMEM 'y1A1LBRCOSBNollSWHHBUITSPL48S 900505ON TIPS 0P$M1T30 *100 IlJIENT H3 Av ""OODSNDSHAU.B BY0ALVANJAPDR- P@6HYCOMMONNABSATTIB ANGLE PONTN THe TIBye DOVOIASPIX, IOPBNNYOALYANQFDC®H5 NBIHSM -FIR. S0}IDSPACPIO SHALL NOTE: E0 06 B4CHBSON CENTER.' AL STUDS BIALLBB BY NUMBER eTS0BS 0Am1Bh0554,0DRB.LINI SELF -0,35704404L LVAN32dS0R 00DMOMPIATB0 METAL 5000WS. ;LBNOTHSEALL RNSOC14 THAT TBB SCREW PPNB'IYIATEY H2 B4CR0AST7NBPACB OF THE METAL$ HID, ME04SNDSNIAL I,BBAMO5040M.00140AU1E. AZ"SACHMO3TTOMASOMOYOR FOOTINGS .. =NORMS sHALIBB BY W.18B0MBNTD4 MORTAR FOR A DIST'ANCEOP5' WS4U". THE WATER/CEMENT RATIO FOR CONCRETE SHALL BE LESS THAN THE'MAXMUM SHOWN N THE S • TABLE BELOW. .. _ . _ -- 50 METALS 5.1 5.2 TWENTY -EIGHT DAY COMPRESSIVE STRENGTHS 3.63 PROVIDE ELBOW BARS TO LAP HORIZONTAL STEEL (A MINIMUM DISTANCE OF 480 T00 EAR DIAMETER) AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. 3.64 LAP WELDED FABRIC 12' OR ONE SPACING PLUS 2', WHICHEVER IS MORE. CONCRETE COVER ON REINFORCING (UNLESS SHOWN OTHERWISE) 1.7.1 BOTTOM OF FOOTINGS 3' 377 FORMED EARTH FACE AND SLAB ON GRADE 2' 37.3 WALLS. WEATHER PACE 1 -12' 17.4 COLUMNS AND BEAMS TO 500.0003 1 -12' 3.7.5 BOTTOM OF INTERIOR SLAB Jl4' 3.7.6 WALLS, INSIDE PACE I' GROUT FOR BEARING PLATE GROUT FOR BEARING PLATES AND EQUIPMENT UP TO 25 HP: THE GROUT SHALT. BE MASTERFLOW 925 BY MASTER BUILDERS TECHNOLOGIES, OR EQUIVALENT. AND A PREPACKAGED NATURAL AGGREGATE GROUT. MIXED, PLACED. AND CURED AS RECOMMENDED BY THE MANUFACTURER. THE MANUFACTURER'S WARRANTY SHALL NOT CONTAIN A DISCLAIMER OR LIMIT THE RESPONSIBILITY TO ONLY REPLACEMENT OF PRODUCT OR PURCHASE PRICE. GROUT SHALL CONFORM TO CRD- C621.89 AND ASTM 1107.89A GRADE B WHEN TESTED AT A FAMED CONSISTENCY (20 TO 30 SECONDS) PER CRAC611 -85 FOR 30 MINUTES, AT 45'0, 70•0 AND 90' F. GROUT MANUFACTURER SHALL CERTIFY WITH INDEPENDENT TEST DATA THAT THE EXPANSION AT 3 OR 14 DAYS DOES NOT EXCEED THE 28 DAY EXPANSION AND THAT ITS NON SHRINK PROPERTY 1S NOT BASED 00 GAS EXPANSION. FLUID GROUT SHALL PASS THROUGH THE FLOW CONE I HOUR AFTER BATCHING AT A 60 SECOND FLOW MAXIMUM, AND HAVE A MINIMUM STRENGTH 00 2.500 PSI AT I DAY. 4302 PSI AT 3 DAYS AND 7,000 PSI AT 28 DAYS. THE CONTRACTOR SHALL PAY AN INDEPENDENT TESTING LABORATORY TO RUN A 24 HOUR EVALUATION OF ANY GROUT SUBMITTED FOR APPROVAL. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER BEFORE USING THE GROUT. WELDING 5.1.1 ALL WELDING SHALL BE IN ACCORDANCE WITH THE 'STRUCTURAL WELDING CODE.' 5. 1.2 ALI. WELDING SHALL BE BYSCRRTIFIED WELDERS; USE 670 XX ELECTRODES. EXCEPT WHERE NOTED IN SECTION 5.1.3. 5.13 NO WELDINO OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE SHOWN. ALL WELDING OF REINFORCEMENT SHALL BE PER ANSBAWS D1.4. THE FOLLOWING ELECTRODES SHALL BE USED WHEN WELDING REINFORCEMENT: • FOR WELDING OP ASTM A613 OR 40 ROBAR, USE 070 XX ELECTRODE. • FOR WELDING OF ASTM A706 OR 60 REBAR, USE 080 XX ELECTRODE. • FOR WELDING OF ASTM A613 OR 60 REBAR, USE MO XX ELECTRODE. 5.1.4 ALL PULL PENETRATION FIELD AND SHOP WELDS SHALL BE INSPECTED BY ULTRASONIC NON - DESTRUCTIVE TESTING PROCEDURES. RESULTS OF TESTS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. STRUCTURAL STEEL 3.2.1 ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE RISC, 'MANUAL OF STEEL CONSTRUCTION.' LATEST EDITION EXCEPT AS AMENDED BY . SECTION 1.1.5 OP THESE STRUCTURAL NOTES. 5.2.2 STEEL SHAPES AND PLATES SHALL BE ASTM A -36. 5.23 : TUBE COLUMNS SHALL BE PER ASTM A500, GRADE B (Fs - 46 K50. 5.2.4 MACHINE BOLTS AND ANCHOR BOLTS SHALL BE ASTM A307 EXCEPT AS NOTED. 5.23. THRU -WALL AND DRILLEDIN 000.0100 RODS SHALL BE ALL- THREAD. (07 =36 K5) THESE MAXIMUMS MAY BE EXCEEDED IN TEST RECORDS PER SECTION 5.3 OP ACI 318 (BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE) ARE SUBMITTED TO AND APPROVED BY THE ENGINEER. 3.3 MATERIALS 3.3.1 CEMENT: ASTM C150, TYPE 10R TYPE 0. ENGINEER'S APPROVAL IS NEEDED FOR USE OF TYPE 111 CEMENT. 3.3.2 COARSE AND FINE AGGREGATE: ASTM 033. 3,3.3 WATER SHALL BE CLEAN AND'POTABLE. WATER REDUCING ADMIXTURES ' WATER REDUCING ADMIXTURE: ASTM C494. ADMIXTURES SHALL BE USED IN EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.4.2 S000R01Z0D PERFORMANCE SYSTEMS: CONCRETE USING ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED SUBJECT TO ENGINEER'S APPROVAL. 3.4.3 AIX ENTRAINMENT: ASTM C260 AND ASTM C494, ENTRAIN 4% PLUS/MINUS 10 BY VOLUME N ALL EXPOSED CONCRETE. 3.4.4 NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE ENGINEER. FORMWORK AND SHORING ].5.1 FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORMWORK (ACI -341). 3.5.2 005400ING FOR EARLY REMOVAL OF OMOINAL SUPPORTS WILL NOT BE PERMITTED. 3.3.3 WHILE 000000NG OPERATIONS ARE.UNDERWAY, NO CONSTRUCTION LOADS WILL BE PERMITTED ON THE NEW CONSTRUCTION. 3.54 ALL SHORING SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR. FORMWORK SUPPORTS AND SHORINO SHALL BE DESIGNED TO PROVIDE FINISHED CONCRETE SURFACES AT ALL PACES LEVEL. PLUMB, AND TRUE TO THE DIMENSIONS AND ELEVATIONS SHOWN. TOLERANCES AND VARIATIONS SHALL BE AS SPECIFIED. 3.6 REINFORCING STEEL DETAIL, FABRICATE, AND PLACE PER ACI -313 AND ACI318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. 3.6.1 DEFORMED BAR REINFORCEMENT: ASTM,A.515 -OR 60 3.6.E ALL REINFORCING SHALL BE LAP - SPLICED A MINIMUM LAP OF 48 X (THE BAR ' DIAMETER) EXCEPT AS NOTED SPECIFICALLY ON THE STRUCTURAL DRAWINGS. 6.0 ' STUDS 'NELSON SPUDS' SHALL BE BY NELSON STUD WELDING DIVISION. GREGORY INDUSTRIES, INC. OR APPROVED EQUIVALENT. 5:2.7 EXPANSION ANCHORS SHALL BE HILTI CONCRETE ANCHORS AS MANUFACTURED BY i'EILTI CORPORATION (OR APPROVED EQUIVALENT) OF THE TYPE NOTED. .5.2.8 METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE GALVANIZED PER ASTM A -123 OR A153 AS APPLICABLE. ALL OTHER STEEL SURFACES SHALL BE SHOP PRIMED AFTER FABRICATION. LINTEL ANGLES SHALL HAVE A MINIMUM OP 1.5 02 OF ZINC SPELLER PER SQUARE FOOT OF SURFACE AREA. REPAIR ALL DAMAGED AREAS OP GALVANZED PARTS SUCH AS FIELD WELDS. ETC PER ASTM A780. APPLY COATING THICKNESS GREATER THAN OR EQUAL TO ORIGINAL ZINC COATING THICKNESS. CARPENTRY FRAMING LUMBER SHALL 0E D.P. 82. SAWN LUMBER BEAMS AND HEADERS SHALL BE D.O. P2, OR AS SHOWN ON THE DRAWINGS. ALL 2' NOMINAL LUMBER SHALL BE KILN DRIED (KIT). EACH PIECE OF LUMBER SHALL BEAR STAMP OF WEST COAST LUMBER INSPECTION BUREAU (WWII) AND /OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MARK. PROVIDE CUT WASHERS OR M.I,W. WHERE BOLT HEADS, NUTS AND LAG SCREW BEAR ON WOOD. TREAT ALL WOOD IN CONTACT WITH CONCRETE. MORTAR. GROUT. MASONRY. AND WITHIN 12' OP EARTH; ALL WOOD OVER WATER; AND ALL WOOD IN CONTACT WITH EARTH; IN ACCORDANCE WITH A WPA SPECIFICATIONS FOR THE PRESSURE TREATMENT OP WESTERN WOODS, LATEST EDITION. WHERE POSSIBLE. PRE-CUT MATERIAL BEFORE TREATMENT. ALL FIELD CUTS AND DRILLED HOLDS SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M -4. 6.1 CARPENTRY HARDWARE TOESE DOCUMENTS REVIEWED FOR CONFORMANCE MI, THE FOI LOWING ORDINANCES 6.2 6.3 NOWSTUHALPEP UNIFORM ORM BUI DOGE LJ WRAC 5120 BARRIERFREER REGULATIONS BUILDING THE APPLICANT IS RESPONSIBLE FOR CONFORMANCE WITH ALL ORDINANCES APPLICABLE EMENTS AND I070000ETAONS OF THE GOVERNING /MINORITY TI MIT n __,,t. -J& Date Out BY: IG, 9620420.00T AUGUST 1996 6.).1 BOLTS SHALL BE ASTM A307. 6.1.2 WASHERS SHALL BE MALLEABLE IRON WASHERS (MHV) OR HEAVY PLATE CUT WASHERS. 6.1.3 NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. Al 4 LAG SCREWS, SHEAR PLATES-SEE NATIONAL DESIGN SPECIFICATION. 6.1.5 ANCHORS AND CONNECTIONS SHALL BE SIMPSON, TECO, LUMBORLOK OR 0000 APPROVED. ALL PASTUNORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE SHOWN. 6.1.6 HARDWARE EXPOSED TO WEATHER OR IN UNHEATED PORTIONS OF BUILDING SHALL BE GALVANIZED PER SECTION 3.2.8. MINIMUM NAILING - PER UBC TABLE 23 -1 -5 - NAILING SCHEDULE. SHEATHING (PLYWOOD /ORIENTED STRAND BOARD) apps. EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIAIION; A LILL f?, X956 5E GRADING SHALL CONFORM TO PS 1 95 OR REPORT N0. NE0 -109. THICKNESS, NUMBER ES. AND 0C\ - LAYUP AS SHOWN. ALL PLYWOOD SHALL BE C -D INTERIOR WITH EXTERIOR GLUE OR AS NOTED ON THE DRAWINGS AND SHALL BE GROUP I OR 0 SPECIES. EXCEPT AS OTHERWISE SHOWN, PROVIDE THE FOLLOWING MINIMUM NAILING: PANEL EDGES 100 AT 6' ON CENTER, INTERMEDIATE SUPPORT 10D AT 12' ON CENTER. /Q1N • Merritt +Pardue 2 3 Architecture Urban Design P Inteno. lanning Deaign 1701 Commerce o. Washington 98402 -320) 206 383 -8100 206 381 -8128 (av 1000 Lenora S1. Suite 405 Seattle, Washington 98121 -2720 206 2[3-2142 206 621 -9,62 for Member, of The Amrican ehtute of Architects Ii JL52ON iffTr ID on+ . 76 Pr0jeet 0418: HOW p ESTAU A tlu TUKWILA WASHINGTON Job No.: 96014.00 Issue Date: 8,6.96 Sheet Contents: GLUED - LAMINATED TIMBER MATERIALS, MANUFACTURE AND QUALITY CONTROL PER ANSI/AITC AI90'STRUCTURAL GLUED LAMINATED TIMBER'. CAMBER I -12 TME5 DEAD LOAD DEFLECTION WHERE NOT INDICATED ON DRAWINGS. ALL MEMBERS SHALL BE COMBINATION 24F.V4 FOR SIMPLE SPANS AND 240-48 FOR CONTINUOUS OR CANTILEVERED SPANS AND HAVE EXTERIOR GLUE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE UNLESS NOTED ON THE DRAWINGS. 64.1 ADHESIVES SHALL MEET THE REQUIREMENTS FOR WET CONDITIONS OF SERVICE. MEMBERS SHALL OE MARKED INDICATING CONFORMANCE WITH ANSUA190.1 AND IN ADDITION, A CERTIFICATE OF SUCH CONFORMANCE SHALL BE PROVIDED TO THE BUYER. RECEIVED OCT 1 C 1990 STRUCTURAL GENERAL NOTES M aronp aups oltw ura Scale: Ref. North 1/4• = 1' -0' 0' 2' Sheet ;No,: • Si DD MAXIMUM ABSOLUTE WATER- CEMENT RATIO BY WEIGHT SPECIFIED COMPRESSVE STRENGTH PSI NON -AIR ENTRAINED CONCRETE , AIR- ENTRAINED CONCRETE 3000 1 0.58 1 0.46- THESE MAXIMUMS MAY BE EXCEEDED IN TEST RECORDS PER SECTION 5.3 OP ACI 318 (BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE) ARE SUBMITTED TO AND APPROVED BY THE ENGINEER. 3.3 MATERIALS 3.3.1 CEMENT: ASTM C150, TYPE 10R TYPE 0. ENGINEER'S APPROVAL IS NEEDED FOR USE OF TYPE 111 CEMENT. 3.3.2 COARSE AND FINE AGGREGATE: ASTM 033. 3,3.3 WATER SHALL BE CLEAN AND'POTABLE. WATER REDUCING ADMIXTURES ' WATER REDUCING ADMIXTURE: ASTM C494. ADMIXTURES SHALL BE USED IN EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.4.2 S000R01Z0D PERFORMANCE SYSTEMS: CONCRETE USING ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED SUBJECT TO ENGINEER'S APPROVAL. 3.4.3 AIX ENTRAINMENT: ASTM C260 AND ASTM C494, ENTRAIN 4% PLUS/MINUS 10 BY VOLUME N ALL EXPOSED CONCRETE. 3.4.4 NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE ENGINEER. FORMWORK AND SHORING ].5.1 FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORMWORK (ACI -341). 3.5.2 005400ING FOR EARLY REMOVAL OF OMOINAL SUPPORTS WILL NOT BE PERMITTED. 3.3.3 WHILE 000000NG OPERATIONS ARE.UNDERWAY, NO CONSTRUCTION LOADS WILL BE PERMITTED ON THE NEW CONSTRUCTION. 3.54 ALL SHORING SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR. FORMWORK SUPPORTS AND SHORINO SHALL BE DESIGNED TO PROVIDE FINISHED CONCRETE SURFACES AT ALL PACES LEVEL. PLUMB, AND TRUE TO THE DIMENSIONS AND ELEVATIONS SHOWN. TOLERANCES AND VARIATIONS SHALL BE AS SPECIFIED. 3.6 REINFORCING STEEL DETAIL, FABRICATE, AND PLACE PER ACI -313 AND ACI318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. 3.6.1 DEFORMED BAR REINFORCEMENT: ASTM,A.515 -OR 60 3.6.E ALL REINFORCING SHALL BE LAP - SPLICED A MINIMUM LAP OF 48 X (THE BAR ' DIAMETER) EXCEPT AS NOTED SPECIFICALLY ON THE STRUCTURAL DRAWINGS. 6.0 ' STUDS 'NELSON SPUDS' SHALL BE BY NELSON STUD WELDING DIVISION. GREGORY INDUSTRIES, INC. OR APPROVED EQUIVALENT. 5:2.7 EXPANSION ANCHORS SHALL BE HILTI CONCRETE ANCHORS AS MANUFACTURED BY i'EILTI CORPORATION (OR APPROVED EQUIVALENT) OF THE TYPE NOTED. .5.2.8 METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE GALVANIZED PER ASTM A -123 OR A153 AS APPLICABLE. ALL OTHER STEEL SURFACES SHALL BE SHOP PRIMED AFTER FABRICATION. LINTEL ANGLES SHALL HAVE A MINIMUM OP 1.5 02 OF ZINC SPELLER PER SQUARE FOOT OF SURFACE AREA. REPAIR ALL DAMAGED AREAS OP GALVANZED PARTS SUCH AS FIELD WELDS. ETC PER ASTM A780. APPLY COATING THICKNESS GREATER THAN OR EQUAL TO ORIGINAL ZINC COATING THICKNESS. CARPENTRY FRAMING LUMBER SHALL 0E D.P. 82. SAWN LUMBER BEAMS AND HEADERS SHALL BE D.O. P2, OR AS SHOWN ON THE DRAWINGS. ALL 2' NOMINAL LUMBER SHALL BE KILN DRIED (KIT). EACH PIECE OF LUMBER SHALL BEAR STAMP OF WEST COAST LUMBER INSPECTION BUREAU (WWII) AND /OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MARK. PROVIDE CUT WASHERS OR M.I,W. WHERE BOLT HEADS, NUTS AND LAG SCREW BEAR ON WOOD. TREAT ALL WOOD IN CONTACT WITH CONCRETE. MORTAR. GROUT. MASONRY. AND WITHIN 12' OP EARTH; ALL WOOD OVER WATER; AND ALL WOOD IN CONTACT WITH EARTH; IN ACCORDANCE WITH A WPA SPECIFICATIONS FOR THE PRESSURE TREATMENT OP WESTERN WOODS, LATEST EDITION. WHERE POSSIBLE. PRE-CUT MATERIAL BEFORE TREATMENT. ALL FIELD CUTS AND DRILLED HOLDS SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M -4. 6.1 CARPENTRY HARDWARE TOESE DOCUMENTS REVIEWED FOR CONFORMANCE MI, THE FOI LOWING ORDINANCES 6.2 6.3 NOWSTUHALPEP UNIFORM ORM BUI DOGE LJ WRAC 5120 BARRIERFREER REGULATIONS BUILDING THE APPLICANT IS RESPONSIBLE FOR CONFORMANCE WITH ALL ORDINANCES APPLICABLE EMENTS AND I070000ETAONS OF THE GOVERNING /MINORITY TI MIT n __,,t. -J& Date Out BY: IG, 9620420.00T AUGUST 1996 6.).1 BOLTS SHALL BE ASTM A307. 6.1.2 WASHERS SHALL BE MALLEABLE IRON WASHERS (MHV) OR HEAVY PLATE CUT WASHERS. 6.1.3 NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. Al 4 LAG SCREWS, SHEAR PLATES-SEE NATIONAL DESIGN SPECIFICATION. 6.1.5 ANCHORS AND CONNECTIONS SHALL BE SIMPSON, TECO, LUMBORLOK OR 0000 APPROVED. ALL PASTUNORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE SHOWN. 6.1.6 HARDWARE EXPOSED TO WEATHER OR IN UNHEATED PORTIONS OF BUILDING SHALL BE GALVANIZED PER SECTION 3.2.8. MINIMUM NAILING - PER UBC TABLE 23 -1 -5 - NAILING SCHEDULE. SHEATHING (PLYWOOD /ORIENTED STRAND BOARD) apps. EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIAIION; A LILL f?, X956 5E GRADING SHALL CONFORM TO PS 1 95 OR REPORT N0. NE0 -109. THICKNESS, NUMBER ES. AND 0C\ - LAYUP AS SHOWN. ALL PLYWOOD SHALL BE C -D INTERIOR WITH EXTERIOR GLUE OR AS NOTED ON THE DRAWINGS AND SHALL BE GROUP I OR 0 SPECIES. EXCEPT AS OTHERWISE SHOWN, PROVIDE THE FOLLOWING MINIMUM NAILING: PANEL EDGES 100 AT 6' ON CENTER, INTERMEDIATE SUPPORT 10D AT 12' ON CENTER. /Q1N • Merritt +Pardue 2 3 Architecture Urban Design P Inteno. lanning Deaign 1701 Commerce o. Washington 98402 -320) 206 383 -8100 206 381 -8128 (av 1000 Lenora S1. Suite 405 Seattle, Washington 98121 -2720 206 2[3-2142 206 621 -9,62 for Member, of The Amrican ehtute of Architects Ii JL52ON iffTr ID on+ . 76 Pr0jeet 0418: HOW p ESTAU A tlu TUKWILA WASHINGTON Job No.: 96014.00 Issue Date: 8,6.96 Sheet Contents: GLUED - LAMINATED TIMBER MATERIALS, MANUFACTURE AND QUALITY CONTROL PER ANSI/AITC AI90'STRUCTURAL GLUED LAMINATED TIMBER'. CAMBER I -12 TME5 DEAD LOAD DEFLECTION WHERE NOT INDICATED ON DRAWINGS. ALL MEMBERS SHALL BE COMBINATION 24F.V4 FOR SIMPLE SPANS AND 240-48 FOR CONTINUOUS OR CANTILEVERED SPANS AND HAVE EXTERIOR GLUE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE UNLESS NOTED ON THE DRAWINGS. 64.1 ADHESIVES SHALL MEET THE REQUIREMENTS FOR WET CONDITIONS OF SERVICE. MEMBERS SHALL OE MARKED INDICATING CONFORMANCE WITH ANSUA190.1 AND IN ADDITION, A CERTIFICATE OF SUCH CONFORMANCE SHALL BE PROVIDED TO THE BUYER. RECEIVED OCT 1 C 1990 STRUCTURAL GENERAL NOTES M aronp aups oltw ura Scale: Ref. 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Lpn /225109/ �0 /ISfi6 2 - A35F AT 29'O.2 AL- 44M57/1 058Es. P0.00 SNItn NEw G1.1)-LAM PM _J 229/9/7244. 071(1 L6724,'/9- X 4JAT)j of Dona PLUS 1' 0 ", w/ WO X6" 1717D 4400 351 w/ /6WX NY ao tit 50.702840 75BG CUT Ek2552 ,C. cnv { 52,55 /04OF .5418 cur - EkTFNe R /LE 6" 8220179 5004 o ?EA4U- 4- k'8,0. 9/5147400. 1840 W0 r/Qp2 70 REMOVO4,9 cMu AT 4034) 674 Project title: �� �,� pp�� cc HODUHA \1S ESTAURAN T TUKWII.A WASHINGTON NPPR"LD OCT 26 1996 BUILDING DI` /ISION Job No.: 96014.00 MEMINIMMINMEIN Issue Date: 8.6.96 Sheet Contents: STRUCTURAL DETAILS rney oeim�P apimlMwrY 008548 Na IN 149451= MIM MaGoii 1 Seale: R.7. North 7/4" - 1' -0' 0' 2' 4' .8 ";. Sheet No.: E A Al O 1 I 1 1 .111 W1 Wt ® O. P20 010 A10 A10 SIGNAGE A \ 1 D P20 A 2 S3 S3 out SIGNAGE ABOVE ,c 3, D 0 II- fi_ B1 r 0 S ,6' Al Al 0 Al /_ h1 x- i 0 • l TF I 1 W!1® D O Di. 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