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Permit B92-0361 - JACK IN THE BOX - BUILDING
- i�� CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTERm.:BOULE LARD, SUITE 100 TUKW ;A ;4lASti I�NG1'd?V: ;` 9318,8 . 11 !J 4 'zri e � y r A . THIS 'IFICATE „II ;SPED 13, `UAN TO THE,R,��Q,UIREMENTIS�u OF �1N „, 307 OF THE UNIFORM UILDING4ODE ERT,IPYING,THAT AT TH ` °TIME OF * UANCE1 HIS STRUCTURE WAS IN iMPLIA " <,H'T EP'VARIO iS ORDINANCES OF ''THE CI;'TY ftEGUL WING BUILDING CONSTRUCTION 0 } p,'�� i U S E�`AN . p ALL APPLICABL E� !C�, TY FIRE CODES. (; FOR' THE., FGLLOWING: T it 0 4„ ACK ' 4 THE. ,r,” q,., y Permit No ;892;0361 B u i l d i n g Ad. i+essc.y.1305O' INTERURBAN AVS° Pa oWl r ': 600300-0112 '� ( Ovine r DEVELOPMENTi CO �'•,. I ;,, w .) � up°ancy: RESTAURANTr Occupant;' Lo`a °d : :, 9 Group A'- 3' ' , : mf! ; 4 ' � �t .. Q Type of .Consit,..= V Ig v, City of 71 &w11.l- Community Development / Public Works • 6300 Southcenter.Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0361 Type: B -BUILD Category: NCOM Address: 13050 INTERURBAN AV S Location: Parcel #: 000300 -0112 Zoning: M1 Type Const: V -N Gas /Elec: GAS Wetlands: Water: N/A Sewer: N/A Contractor License No.: COMMESI184MK TENANT JACK IN THE BOX CONSTRUCT NEW RESTAURANT Units: 000 Buildings; 001 Fire Protection: DETECTORS UBC Edition: 1991 Print Name: BUILDING PERMIT (206) 431 -3670 Status: ISSUED Issued: 12/16/1992 Expires: 06/14/1993 Type of Occupancy: RESTAURANT Slopes: OWNER KAISER DEVELOPMENT CO.. 12720 - GATEWAY DR., SUITE 107, TUKWILA WA, ARCHITECT RICHARD FREIHEIT & ASSOC . ).hone: 206 827 -2100 10940 NE' 33 PL #202, BELLEVUE., WA 980,04' CONTACT HILLS,,. DAVID Phone: 206 827 -2100 10940 NE 33 PL 4202, BELLEVUE,"WA.98004 CONTRACTOR COMMERCIAL STRUCTURES INC. .Phone: 206 246 -3939 13822 FIRST AVENUE SOUTH ",'",SEATTLE, WA 98168 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: SETBACKS Back: Right:` Valuation: 148, 154:304 . Total Permit Fee: 1,,342:65 ****************.**********.******:*********** *, * * * * * * * * * * * * * * * * * * * * * * * * * * * ** '1441 q. Permit Center Authorized Signature Date.. 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 doe not presume to give authority to violate or cancel the • v -ions of an other s tate or local'" laws.regulating construction perf ma of ork. .-I: am authorized to sign for and obtain this •ing:p mit Signature • _ r Date: Title S ? CQh��r CVO This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATION r �� ���� BY: it, PERMIT EXPIRES BY: (snit.) AMOUNT OWING 6. r ,.� �...J J 3RD NOTIFICATION BY: (init.) f BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER t5 Q56\ PROJECT NAME SITE ADDRESS SUITE NO. 1 o eyorb P�5 - INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) / SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOT. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED .Rt7V TOTAL OCC LOAD PARTIVIE .N.T -BUILDING - initial review Detectors BAR/LAND USE CONDITIONS? CONSULTANT: Date Sent FIRE PROTECTION: FIRE DEPT. LETTER DATED: to TYPE OF CONSTRUCTION: UIREME INSPECTOR: 5/ UBC EDITION (year): REFERENCE FILE NOS.: ,, ►,, imp b r'y • Nil �' eci-tfi e-..CREEt: MINIMUM SETBACKS: N- S- E W- - U rILITY PERMITS REQUIRED? Tirltrrn No PUBLIC WORKS LETTER DATED: // a— 'filar.:. 1116170111 08/17/80 SITE ADDRESS SUITE # 13050 INTERURBAN AVE. SOUTH VALUE OF CONSTRU TIO - $ $ 250 0 • 0 ii." g 1 6 04 PROJECT NAME /TENANT JACK IN THE BOX RESTAURANT ASSESSOR ACCOUNT # OOo3C -- 01 1 R 000300 0 IOlD TYPE OF L4 New Building U Addition Li Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: CONSTRUCT NEW BUILDING AND ASSOCIATED SITE WORK BUILDING USE (office, warehouse, etc.) RESTAURANT NATURE OF BUSINESS: RESTAURANT WILL THERE BE A CHANGE IN USE? © No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 2 , 668 Tenant Space: Area of Construction: 0.63AC WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? L No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER FOODMAKER, INC . ^PHONE 575-1895 ADDRESS 18161 SEGALE PARK DR. #B, TUKWILA, WA ZIP 98188 CONTRACTOR rVC V i' -� ��Ihirn.2rC_t,a� . PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # C m inEs-i t, q m l EXP. DATE s -q _ ARCHITECT FREIHEIT & HO ARCHITECTS, INC., P.S. PHONE 827-2100 ADDRESS 10940 NE 33RD PL., STE. 02, BELLEVUE, WA ZIP 98004 BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE APPLICATION ACCEPTED CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwil WA 98188 (206) 431 -3670 � � �a _ 0 , ri 10G,9, 010 PLAN CHECK NUMBER CONTACT PERSON () d s. lb cc g BUILDIF13 PERMIT APPLICATION AMOUNT: << RCPT: ># DESCRIPTION: DATE': BUILDING PERMiT FEE: PLANCHECK?FEE' BUILDING :SURCHARGE OTHER: !.. TOTAL: :.1: HEREBY GERTIFY .THAT l : HAV.E . !AND EXAMINED :THI$ :APPLICAT�O�1 BE TRUE >AND >COf RECT,.?AND AM AUTHORIZED TO APPLY ["-OR THIS. PERU PRINTNAMEFREIHEIT & HO ARCHITECTS, INC . , P. S . ADDRESS 10 947 N .33 1 .44 20 2- t3c1 Ie\ttJe APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by°the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES DATE 4'2 PHONE 827 -2100 CITY/ZIP cgs PHONE g 1 7 6i COMMERCIAL . : .... • • • '„ . . : • • NEW cpmMERCIAt; Completed building :perialt,eneliOatiah;::(One: fo each structure Assessor Account Number • Two sets (2) of the following Specifications ••. Structural calculations stamped by a Washington . : ' .::::::.:::.: ::: ...... •:::. ;:.: :,..:::. .„..,...: ::::.•,....•.:::: :::: .. Soils T9000 s tamped by:e*aShltj9i0k8iaiiiilOniej.1•66616-6:er'''''' Topographical Energy calculations stamped Legal dciScriacn 6tam l..)tiidal s urvey ..u• ; .....'eC1...'.0),!..,„...Y ..i..'...17;::)::::...1'.•';;,..7.:.;...r4;9:::•.......:1r sod en ..•.:::':'...'..!i...•:::,:-.::::.•.:s.:!,.. eng ineer or.arol it . , . ... . . Working dra stamped by . Site plan aash s • Wington State lip ens ti .. ::::: - .: -. ::::• i - : :•::::.:'::.• i*:. : ..•.::::::::::: .. .architect which include. Architectural drawings; :....::::::,;:.....:.- . :::::: ...... • Structural .. ciiaWings,:: , :e,:.: : :::: . :. : ,.. : „.. MecheniCal .: • " Elevations ,.. Ciill,drawings:',:::;•::::::::::'::::::,......:.:;:::..,;•::::::::::,::::::::::::....:::,.:......,::,;i:::::::;.:.::::::::::::.„ .•• Landsoa0! plan Completed Utility permit application (one for entire project) NOTE See Six (6) sets of civil utilititiermitapplicatien and C hecklist for specific uti/, 1 submittal reqUirements:' • • """ RACK STPRPq .:•.: • Completed building permit application Two (2) sets of •:•••:••••.•••• • ••• • •••• • • Building floor plan showing Entiro space where racks will be locate Exit doors e��fall :aid::. • Tenant space floor plan she:Wing, tact . , State licensed NOTE Include dimensions of racks (height, width and length) aisles and exit ways eq plan "' • • • " • ;.::: : Sti . . 0 Ottraiot i iicplatio0"."itamtied:by:a#ashington.... : Etate„license RESIDENTIAL . ‘. NEW I im••■■• SINGLE L. IN rT) 9 N., LII Completed building permit application (prtejor. SUBMITTAL CHECKLIST Structure Legal description Assessor Account Number TWo sets (2) of working :dreWinos,.WfOOti" Site plan - ___ - (on plan $how closes: hydrant location • Foundation plan ; . : . . Floor plan " width 000000th:ofOce,4) Structural framing : 8Building u plans w4st11ng!9n.... data -". ....• ":: P?' tkt11.1„.t.'.• • Eat Apa es • tti,g90r9yP9C4)' ication Completed utility • • • . mist Ito P" • ct may.. , . t a "". COMMERCIAL TENANT IMPROVEMENTS :• :tditiPleted'beilditffi:Ocirmit•apiilic11190 (one for each tv4 ........... . '..i:ii:C0 . ... 4 '•:$44.. . .. .... s'il6ii1 d ti : r):"6, :a 6 .: '.ii . '° e 1i .. ,' : :.ii : 7'!° ;: 1 i‘:.....,.r7( ! :i s, ,..;, PC :;.. 74 i ' f i6 j r:. .. i i 6 71 ' '',..t ': ....1. , : . ! ; ... : :...i . !•, • ,7, j 7•, • • • :' . .j . ii i l7'.:'. ., o v ....,.,: e .... : „.. a ?. 1 ,,, I ., : , i7; 0 0 : 1i t itj o :p .a l4 ti O r,n ; ::w14ili..;6;6t...,:„,, .. :::::;' of . adjacent tccTl or sctimii.:(0°' ''''''..:0•Verall,:diiii.e.i.IP19.P, :;:?::::: , •:.!?,Y , ;::::::::,.:: : ::::::::::::::: :: ::....,:.... , ..::::,:i' , .: : : , : : i , : , .:.:.:: FlO.Oti0 i :,...::.::::'•;::::.?:':::.:::::N::•.:::1,:;•,i•-iiii.it 0080.:E..:,:i.,.4:......„„.,..,.. 1:..i..:.:........: r°'?7.::.::.:.:.•<•.:: labelled .,... ., Tenant 60660:0tirt..:.Wi.;:.....PL7:::::j:,::::::,..::;;:::::::::::, ............................................................... .4..i.E34°'iPis:egr9 °.iiIItiell:P!'..6'..:4iilii.fei.:iiti:C.1.60:1.0.11.-.,.ii0.:: .....:„ N . I Walls ' wel ,:sa9. „„:„.........„:::::::„:::::,•:•:•:::::•.:::::•.:::::•::::::.:,.::::::::,.:::::::::::::::::: ?7:-..:7 ;a Ct itii : 6j . i : rip i p i t 6 f e1 :r : fl,. :6 9,:■!: 1 rI1j::.;'°i:..•..;::.:.•::**:•:::::•.:.:::':•':9••';•.!:•::',••::::!P.:".:*•":::i..".!:'•:.it:I.::::1;'•••.::....::•':-:;;:11:::::':E;: L , .:: . • . engin . ma y be rectOiiedif•s!:... o:::..,,,...::..:„.:.:,...:.,,.....,..,::,:,„:,„,..,:::::,..::.::::::::::;::::::,:.::::::,..:.:.,:::::;,..........: iiii61`.iiaif416614..i:ti°:'`I. s•••••'..:.'‘13:••••''••Ci6...1;iliAi.W4et:illsg..ifdii'i•i..6:'00.66.6"??0"i0...:E:•;:;,•;:::::1::',11, ,;,676 „:::::::::,,, ...-:. .... iioailan'aridFgenS.......;•.,:....::::.'•::•;;:.:.,:.::;•:•.....'::: • ''''.:',.' •;,: :' , •::::::::::::•::::::::::i.i.:::::•:i:::::: . :::•.•.::::::::::::::::::::::.......:••.•:•.• •• : ••• ::•''' ':::•;'''::"......'• li:i ci&i:doite; •'. 4YOPt/e!!..::: perm ,:,:?: REROOF pleted building permit (one NarratiVe'deteribing . .etriova material being installed NOTE A certification letter is required Prioite :: 4iiitdir.16::perpiltsapplicaqo Site Plan (showing building and location of antenna/ Details ahteflha/sateiljte'dlshancf . Structural calculations stamped by a Washington State licons . . . „. . : ” • • , . engIneer may be required RESIDENTIAL REMODELS . Completed building permit application ........ ( one for structure for::a00 " • .... . . .. Number n Assessor Account :(?) .sets 9f;:1,Y:::-9):::.'iiii:::::::::.]:::.:*''. king clmy., .:::‘...'•opa0666ti:i4:107.:..!,!1?:...!ii..::-6•: rit.i.tol;:,..r.;::::,;.::,:...:. t j i c i ' ,. plqn::::....: •.::::El..'16°Iliii.;0.°017:FiRY.,.....;.1. ,4ijavoi:ii:::::::::::::::.:11;:iiiiiig::::I.::',. . S .. ''' .... framing .':':....i„...n:E..61-o:o:s7. ::4PP4C9'.' 1i '...:.:::... " :'..:f...'411bu 5W. . :1'..rj:' ..:.. '. ' . p e rmi t '. ' .. :::'.:64capI910.::,..:-.... ..:Aii40.t...eAC94!'...:ta.....11 E:d..„..,,,, NOTE ''.•'.:. '''''....... ft of the pOrmi Na atlye : d e s crib i ng pg ..,..„...... ..,, . e,,,,,..iiii:,,:;:3g:::::::5.;,,,,::,:,..,:...... Iritiln16V9 1 Interurber) • :A* • • Site Address: ' ' 1 Name of Project: LI '•••••• ••• • ••••••••••• • •—• •-• • Property Owner: *Ft-tliekcr Toc' • • • Street Address: l4;?/ Co I ale W. Pr. li e En 'neer: 8 - Street t'2 7'2 A W Contractor: Street Address: •0 King Cty Assessor Acct #: 3CXV -o 400 -• or. .on't? -• . • • - Contractors License #: FiVf BlLLiNG ,,, DESCR1PT Multiele-Famil Dwellin • 0 Single-Family Residential • 0 Du lex 0 eartments • • • •••••• 7'••.7 • -. • '• 0 Other: O Hotel • • INFORMATION No. of Units: .••••••••••• City of Tuft vita Central Permit Sy tem - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 7.159 (206) 433-0179 • .6.1? UTILITY PERMIT APPLICATION • Channelization/Striping/Signing ' 0 Sewer Main Extension 0 Private 0 Curb Cut/Access/Sidewalk evc: /„Exi Cg Storm Drainage og—bSzarAZ---- 0 Street Use Flood Zone Control • Hauling ••••• • CZ Land Altering cubic yards . t Landscape irilgation • , • . • • 4 0 Moving an Overilied Load • Est. start/end times: • " . , Date: • I4 'Sanitary Side Sewer - No.: Other: ;40/ER skr'R vier 4 )), " Name Street Address: lea id,1 : Dr` Name: - SOrre cet:)6.te — Street Address: IR Water ;. Sewer Metro O Motel jEl Commercial/Industrial • 0 Office ' 0 Retail New Building 0 Remodel/ Square p Addition Footage; .. King County Assessors valuation of existing structures: $ .„65e I fitkif6,fitritiitiWAE:;i:i • • Applicant/AuthorizedAgent Signature: yc31.07,1 3 1. Print Name: I) evid H i II Date: lo Phone: 8'27- ajczt, Date Application Accepted: \ .11111111111111111M1/ 20 Standby II 0 Condominiums Appil on # 90 4•••• ON • • tznse ;.. : Phone N6.: , • , Cl /Sta : C /State/Zip: c lec . 732:::. Phone No.: City/State/Zip: Contact Person fr..e5 (print name): f) 'id i. H II Exp. Date: O Water Main Extension OPrivate 0 Public f)=1•Water Meter/ Exempt: - No.: Deduct g Water Only 0 • IX Water Meter / Permanent O Water Meter / Temporary: - • r . •' Estimated quantity: Schedule: City/State/Zp: tokAgi I g Vig e2 Phone No.: • •,• City/State/Zip: Square footage of original building space: Address: Iceiele, N. 'Wr'd Pl. 9c2- •... •:;.,;•••••r.;;14 • O Triplex 0 Warehouse O Manufacturing 0 Hospital 0 Other: V-e'M*01.14 0 Public - * 0 Church . 0 School/College/University .101111011•MIIMINMIMINOMMI... VIMIIIMMMINI•19•11. Square footage of additional building space: Valuation of work to be done: $ . . ....... •.. . .. • • Bcli.evue lecz,4 Phone: S327- 110o Date Application Expires* : 04/22/92 City of Tukwila la Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISI DATE: NOVEMBER 23, 1992 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Jack in the Box Restaurant 13050 Interurban Avenue South Project No. P92 -0103 Contact Person: David S. Hills Telephone No.: (206) 827 -2100 'Ft Channelization /Striping /Signing Hauling Land Altering Landscape Irrigation * Sanitary Side Sewer Storm Drainage Water Meter /Deduct (1 ") *Water Meter /Permanent (1 -1/2 ") Water Meter (1 ") Abandonment TOTAL 87.00 25.00 170.00 25.00 NO FEE 625.00 15.00 of: METRO City Utilities Inspector (w /copy of plans /application) Finance Department (w /copy of application) Development file (w /copy of plans /application) PWga -43o pwaa- 03o 3 4 194.00 John W. Rants, Mayor Ross A. Eamst, P. E, Director THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON NOVEMBER 23, 1992: Permit Fee VOID 19-e $ 25.00 PWaa - oa�u Oohs Prroc $ 25.00 Pwaa - osq(n Pwaa- oa.�tt PWga Pwaa - oagq P w a X 0 0 3 3 The Developer is referred to other City agencies, including the Fire Department and Building and Planning Divisions, for other requirements which may affect the commencement of this work. Please have the applicant complete the attached Non - Residential Sewer Use Certification Form, forward the original to METRO and return a copy for our files. A bill of sale should also be completed for the permanent water meter. Two copies of the confirmed Utility Permit Application. Form and approved site plan have been included in the permit file. JP /cd attachments: a/s CD.D18.JARZNBO%.UPA lio (IQ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 City of Tukwila Central Permit System - Engineering Division 9; �� i 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 o +•� »,z9� . ;, ,;; Phone: (206) -0179 UTILITY PERMIT APPLICATION < ' Site Address: I �i 2 Ind u r tv4p / S' :; F.ROJEC .� ... .... .. , INFORMATION Name of Project: Z u "K3 9u 9h :':; ' i �l �k' n The fi r -�- � .,...::.�. . Property Owner: Fc t-4191 c" Street Address: Ier I eo I `,ecr le w. Pr. 11131 Engineer: 43 2-fcf heu5cr7 Inc. Street Address: 181-15 - 1 W Ave Contractor: Street Address: King Cty Assessor Acct #: es -ar 2 RNM(TS'<' `? 1E1 Channelization/Striping /Signing t C U EST ❑ Curb Cut/Access/Sidewalk .44z /4 ❑ Flood Zone Control 9z ® Hauling Land Altering ' • �' '- c u b i c yas 53 Landscape irrigation " ❑ Moving an Oversized Load • ' Est. start/end times: " Date: • 14 'Sanitary Side Sewer - No.: (ig Water `DESCRIP:'fION`OF >P... ❑ Multiple - Family Dwelling No. of Units: ame: Fockdroet �?�C• Street Address: la 16, a 4e Dr, p.' Name: --- • cSOme c gl)ckte — Street Address: •••(R1 Sewer .. 50 Metro ❑ Hotel ❑ Motel CommerciaVlndustriai • ❑ Office ' • ❑ Retail King County Assessor's valuation of existing I.NEREB >TNAT l °HAVE; R Applicant/Authorize •••I •t. • c( s Print Name: V Ovid 3 • H i I15 Date: to /1 /12.. Phone: 8 - •1 Date Application Accepted: 'i•••) . 9 g OMOMMINIVIMOMY WINK V 1 Contractor's License #: i Standby ❑ Single - Family Residential • ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Manufacturing Appiicf * Vc1, rtt i Iwi Phone No.: '2•-5l �122'� City/State/Zip: Phone No.: City /State/Zip: • Exp. Date: ❑ Sewer Main Extension 0 Private ❑ Public I21 Storm Drainage ❑ Street Use • ❑ Water Main Extension ❑Private ❑ Public - :',; I$ Water Meter/ Exempt:- No.: Deduct (Pf Water ONy ❑ � ��'u,'.'ti :Fxi• • . Water Meter / Permanent '❑ Water Meter / Temporary:- No::` '`•`Sizes• Estimated quantity: ~r., Schedule: 1 Other: ,{4.44TE'RseRVa 4emty 4 — /tri / ', Phone No:. '�i`7r' �r ,...:.': City /State/Zp: TukW i 18 Phone No.: City /State/Zip: :n• :;I444 4 /fs,s . ,•k :,:r f ❑ Other: ❑ Church . ❑ SchooVCollege /Universit ❑ Hospital Jf Other: CeStaLlral,t M ISCELLANE OUS i3ORMATI New Building Square • . ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ cro4 ' LIGATI ON AND K. NOW THE:.SAME TO ; BE >TRUE AND ::CORRECT C ontact Person Frei,fiet i0 -ht ' tr• 1 P a s. ■ i Address: Icg4, N. E. 1,.''d pi. It. vat Bcil.evi e_ '[!Q 98CZ 4 Phone: 82'7- 1Io0 Date Appl'►c ion Expires 04/22/9: DESCRIPTION OF PROPOSAL: PROPONENT: FOODMAKER, LOCATION OF PROPOS 0 dING S REET DDRESS, ADDRESS: '3 0 INTER . ,6 1 g V PARCEL NO: C1��030 O14 SEC /TWN /RNG '5- 314 A, X 00 4' 0 ' S0 LEAD AGE The Ci signif state decisi and o is av Deter Th 4 DEVELOP NEW 1 STORY 2668 SQ FT FAST FOOD REST CITY OF TUKWILA MITIGATED DETERMINATION OF NONSIGNIFICANCE (MDNS) R C MVEP fREKII & uo maws '�yY 06 berm�ined £t t the erae i mpa6f- •or�„...i�,h e' (EIS) i np,t rc1.u �e� was nnad `at er''rev r AM o n r m ay t, ) t 4 1 p able ,bo the fibli6 6h art' at a'fie,d f r I th the 0 ,ue,a under• 197 -11 --340 '9 r The le aysGfrom the date ee RetTriansibrelipptaial Tukwila, WA 9 r • FI 0 0. 0 +5 rop-os,,l does not hav a�"ba P envi nment. An enviiro'r menta mpact C 13.4c.030(2)ft)4 "7ted n vi ronmenta l i ec lr��st 431:- agency. This info m -. on The Careditions t. tb.;, s, S C;mments "jmust"be t0 a c tpt 0 I/ � 9v You may appeal this d "erilkttn t:l_an 4_t1�e�.Ci�1 u�" 1& at Ci above signature date by written stating the basis for specific faatual objections. You may be required to the expenses for an appeal. ty Hall, 6200 10 days from the of the appeal bear some of Copies of the procedures for SEPA appeals are available with' the City Clerk. and Department of Community Development. by ■ Address.: 13050 INTERURBAN AV S Tenant: Type: P -SEPA Parcel #: 000300 -0112 CITY OF TUKWILA. Permit No: L92 -0055 Status: PENDING Applied: 07/16/1992 Issued: ****•****** *** ***•k * **•*•k ** *•k•k•k *•k * *'k * * * ****•k * **** ** k** 'A ** *•k *•* *•k * *•k***'k' * *•k•k ** Permit Conditions: i 1. PRIOR TO THE ISSUANCE OF BUILDING PERMITS, A TRIP-GENERA- TION/TRAFFIC STUDY MUST BE SUBMITTED. RESULTS OF THE STUDY WILL DETERMINE THE PRO -RATA SHARE CONTRIBUTION AMOUNT FOR INFRASTRUCTURE. THE AMQU J D.E7ER NED BY THE CITY ENGINEER. • THE PROJECT SHALL `L=UD OI / ATER, :SEPARATO' .:1W,,,,AND BE SHOWN . ON DRAWI H T ; BUILDING C APPLICATION. ''- ' . 9 4 Wk./ tv 0 0 0 0 9 9 9 9 X61 0 • GAL DESCRIPTION That porlion of the Stephen Futter Donation Claim No 38 m Section 15, 1ownshm 23 North. flange 4 East, W.M., in King County. Washington descrbed as follows COMMENCING at a point which hears North 40. Ot' 05' West, 920 15 Net from a monument at the pont of intersection of a curve on the centerline of the Duwam,sh'Renton Junction Road, said puns of intersection being approximately 1,000 leer East and 20 feet South of the Quarter coins, between Sections 14 and 15, said Township 23; THENCE Nenh 49. 24' 00' West, 835.00 feet on a tine parallel to and 150 feet Northeasterly of the centerline of said Duwamrsh•Renlon Junction Road, to a point which bears North 81° 44' IS' East, 199.17 feet horn the point of a curve on the centerline of said Duwamish•Renton Junction 'load, said point of curse being approximately 1.200 feet North and 440 feel West of the quailer comet between said Sections 14 and 15; THENCE South 40. 36' 00' West, 70 feet to the Northeasterly margin of the hght•ol•way of the Puget Sound Electric Railway; THENCE North 49" 24' West. along said tight o•way. 178 I9 feet to the TRUE POINT OF BEGINNING. THENCE North 40' 36' East. ISO feet; THENCE South 49' 24' East, a distance of 187 '19 feet. . THENCE South 40' 30' West, 150 feet, THENCE North 49' 24' West, 182.29 feet to the TRUE POINT OF BEGINNING. P ECEL'0' A nonexclusive easement tot ingress and egress over the following described property: That portion of the Stephen Foster Donation Clain, No 38, in Section 15. Township 23 North, Range 4 East, W.M., in King,County. Washington described as follows. COMMENCING at a point which bears North 40' Ot' 05' West. 920.15 feet horn a monument al the point of Intersection of a curve on the centerline of the Duwam,th Renton Junction Road. said point of intersection being approximately 1,000 feet East and 20 feet South of the quarter corner between Sections 14 and 15, said Township 23; THENCE North 49' 24' 00' West. 835.00 feet on a tine parallel to and 150 feet Northeasterly of the centerline of said Duwam,sh•Renton Junction Road. to a point which beats North 81• 44' 15' East, 199.17 tat from the point of curve on the centerline of said Ouwamish•Renton Junction Road, said point of curve hiving approximately 1,200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15, THENCE South 40.36' 00' West. 20 feet to the Northeasterly margin of the right•ot•way of the Puget Sound Electric Railway; THENCE North 49' 24' West. along said tiglit ol•vray, 408 29 feel to the TRUE POINT OF OECINNING; HENCE North 40' 36' East. 180 feet; ENCE South 49' 24' East, a distance of 212.29 feet. CE South 40' 98' West, 30 feel THE FE North 49' 24' West, 182,29 feet; THENCE South 40. 36' West, 150 feel to said Puget Sound Electric Railway tght•ot'wav, TME'NCE'North 19' 24' West, 30 00 feat to the TRUE POINT OF BEGINNING. PARCEL 'C' A non.eac'usive easement for morass and egrets over the following described property: That portion of the Stephen Foster Donation Claim No 38. In the Northeast queller of Section.15, Township 23 North, Range 4 East, W.M., King County, Washington, more particularly deectibed as follows; , COMMENCING at a point which bears North 40" 01' 05' West, 920.15 feet from a monument at thy point of intersection of a curve on the centerline of the Ouwamish•Renlon Junction Road, said point of inteftecsion being approximately 1.000 feet East and 20 feet South of the quaver corner between Sections 14 and 15, Township 23 North, Range 4 East. W,M., in King County, Washington; THENCE North 49' 24' 00' West, on a line 160 00 feet distant horn and parallel with the centerline of said Duwamish•Renton Junction Road, a distance of 815.00 feel to a point which bears North 81' 41' 15' East, 199,17 feet from a monument at the end of a curve on the centerline of said Ouwamish' Renton Junction Road, said end of cuts. being approximately 1,200 feet North and 440 feel Wett of the quarter corner between said Sections 14 and 15. THENCE North 49' 24' West, a distance 01.16 00 feet, THENCE North 40' 36' East, a distance of 602 10 Ian. THENCE North 49' 24' West, a distance 01 310.21 feet. THENCE South 40. 36' Wen, a dntence of 552 10 feet; THENCE North 49' 24' West, 52.08 feet; THENCE South 40. 36' West. 150.00 feet to the northeasterly margin of the right•ol•way of the Puget Sound Electric Railway; THENCE North 49' 24' West, along said margin of the tight•of•wav, a distance of 30.00 feet to the true point of beginning; THENCE South 40' 36' West, 100 feet; THENCE South 49. 24' East, 40.00 feet; THENCE North 40. 36' East 100.00 feet to the northeasterly matgin of the right•ol'way of the Puget Sound Electric Railway; THENCE North 49. 24' West, along said margin 40.00 leas to the hue point of beginning. ALL SITUATE in the County of King, Stale of Washington PARCEL '0' THAT PORTION OF T11E STEPHEN FOSTER DONATION CLAIM NO. 38 IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN RING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS; COMMENCING AT A POINT' WHICH BEARS NORTH 40'01'05' WEST 920,15 PERT PROM A MONUMENT AT THE POINT OF INTERSECTION OP A CURVE ON THE CENTERLINE OF THE DUWAMISH.RRNTON JUNCTION ROAD, SAID POINT. OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST MD 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN RING COUNTY, WASHINGTON; THENCE NORTH 49°24'00° WEST ON A LINE 150,00 PEET DISTANT FROM AND PARALLEL WITH THE CENTER LINE OF TEE SAID DUWAMISH•RENTON JUNCTION ROAD, SAID END OP CURVE BEING APPROXIMATELY 1200 PEET NORTH. AND 440 PERT WEST OP THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 151 RECEIVED THENCE SOUTH 10 °16 WEST 20 FEET TO THB NORTHEASTERLY MARGIN. n1= T( IKWILA OF THE CITY OP SEATTLE'S TRANSMISSION LINE RIGHT OF WAY; • THENCE NORTH 49'24.00' WEST ALONG SAID NORTHEASTERLY MARGIN OCT � 196.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 49 WEST 172.29 FEET: THENCE SOUTH 40 °36 WEST 90.00 FEET: . THENCE SOUTH 49.21'00' EAST 172.29 PESTI THENCE NORTH 40'16'00' BAST 90.00 PEET TO THE TRUE POINT OF BEGINNING, (CONTAINING 15,506.1 SQUARE PEET), SITUATE IN THE COUNTY OP RING, STATE OP WASHINGTON. August 18, 1992 Foodmaker Inc. 18161 Segale Park Dr. -B Tukwila, WA 98168 Attn: Chris Smith Sincerely, OJ k ohn K. McAlern Plans Examiner JKN1:gao City sf Seattle King County Norman B. Rice, Mayor Tim Hill, Executive Seattle-King County Department of Public Health David M. Lurk, Director DISTRICT HEALTH CENTERS cc:AfteiheAktklo, Architect EAST CENTRAL `,` 1!4Q'„�c! el Ave: S..Ste. 101 2424 -156th Ave. N.E. 172-20th Ave. jtrl:K , 1J141. 2 Bellevue, WA 98008 Seattle, WA 98122 296 - 4686, 296.4708 296.4932 296.4632 RECEIVED Il ll f Q 1992 FREIHEIT & HO ARCHITECTS RECEIVED CITY C,. TUKWILA OCT 5 9992 Re: Jack In The Box 13050 Interurban Ave. S. Dear Chris: We have approved the plans for your food service establishment. Your establishment has been assigned the business identification number (BID #) 31430. Please use this BID # in all future contact with us. Before you open for business, you must complete the attached application for a permit and return it with the correct fee. If you open before you apply for your permit, there will be a late fee of 25% of the permit fee. Before you open you need to have an inspection the Health Department. If,y u,,,,p�en without the health inspection, you may be closed. Pleasa calnta. R a D str'.i.ct;,He Offlce indicated below to schedule the preopening a�oe , } sine , � ,, ss � w �� - g inspection. Be sure all ' other business are done (plumbing, building, etc.) before you call for your Health Department Inspection. a a..: . NORTH 10501 Meridian Ave. N. Seattle, WA 98133 296.4838 CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 Activity Table Processing Permit No: B92 -0361 Status: PENDING CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B92 -0361 Base Information Parcel No: 000300 -0112 Owner: KAISER DEVELOPMENT CO Validated By: DLM Plan Ck Approved: / / Status: PENDING Applied: 10/ 5/1992 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Nature of Work: CONSTRUCT NEW RESTARAUNT Location: INTERUBAN /GATEWAY DR Category: NCOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: M1 Gas /Elec:GAS Census Code: 0328 # of Units: # of Bldgs: 1 Pub Own:N Streams: Slope: Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 148,154.04 Fire Protect:NON SPRINKLERED Type Const: VN Type Occ:0020 RESTAURANT UBC Edition: 1991 Occupant Load:71 Occupancy Grp:A -3 F7= Update, F2= Previous Line, ESC = Cancel Update Route: 1 Current Route Line: 6 of 9 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG ' KEN Approved 10/06/92 10/23/92 10/23/92 Priority (0 /low..9 /high): 0 Regular hour § I-MM) : Comments 1 [ OCC; ':= 'LOAD ... . 3[ 4[ 5, ` 6[ 6 Y 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Tenant: _ JA w CK i x : lB Address :`'cr�'3A,t'0' -i1TERURBAN ' .00 Overtime DINNING = 64 KITCHEN = 6 OMCE = F1 =Help, ESC =Exit current screen. Hours(HH.MM)� i1C V k elD L.®01 k pf t) \g 10/23/92 BUILDING PERMIT Y 1 ' Type: B -BUILD Vers: 9101 Screen: 01 User: 1677 10/23/92 BUILDING PERMIT July 6, 1993 Project No. 9205 -07G Foodmaker, Inc. 18161 Segale Park Drive B Tukwila, Washington 98188 Attention: Mr. Chris Smith Subject: Gentlemen: JUL 2 3 it,'93 D i ?VT Final Summary of Geotechnical Inspections Jack In The Box #8481 Interurban and 48th Street Tukwila, Washington Building Permit N As requested, Associated Earth Sciences, Inc. provided geotechnical inspection services for the subject project. Our inspection services began on December 29, 1992 and were completed on June 22, 1993. The scope of our services included soil bearing and structural fill monitoring. To the best of our knowledge, all geotechnical related work observed by us was performed in conformance with AESI's recommendations and the approved plans, specifications, and related standards.. Soils work on this project is now complete. If you have any questions concerning this letter or require additional information, please contact us. Sincerely ASSOCIATED EARTH SCIENCES, INC. A 0 °.. 9 i . mey S it attermann Geotec nical Engineer IS11/dnm C205.070 WP 6/1/93 LD ASSOCIATED EARTH SCIENCES, INC REMIND JUL 7 133 911 - 5th Avenue Suite 100 Kirkland, Washington 98033 (206) 827 -7701 FAX (206) 827 -5424 July 1, 1993 Certificate No. 9301 -0020 PACIFIC TESTIN LABORATORIES EXECUTIVE OFFICES EASTSIDE DIVISION 3257 16th Ave. W,• Seattle, WA 98119 11824 North Creek Parkway N. #101 • Bothell, WA 98011 (206) 282.0666• FAX (206) 282-0710 ( 206) 485 .4244.451.8436• FAX (206)485.4611 Mr. Wayne Griffin CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd Suite 100 Tukwila WA 98188 Subject: Project Name: Project Address: WORK REQUIRED Reinforced Concrete Cast in Place es C Presiden TACOMA DIVISION 2402 Pacific Highway E. • Tacoma, WA 98424 (206)922.9299 • FAX (206)922.1512 Jack In The Box 13050 Interurban South PERMIT NO: ( B92 We have completed the requested special inspections on the subject project. Our final report, dated January 15, 1993, is numbered CR66114. To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Charles R. Mlodzik, Manager, Inspection I partment Frank T. Jarnot, P.E., Chief Engineer Sincerely, WORK INSPECTED Reinforced Concrete Cast in Place 4L.CTom:.Li L. c., JUL 0 71993 COMIMMUNt v DEVELOPMENT • : CONSTRUCTION INSPECTION • SOILS ANALYSIS • NON - DESTRUCTIVE EXAMINATION • ENVIRONMENTAL DRILLING • . CONSULTING ENGINEERS • LITIGATION CONSULTATION •. CHEMICAL ANALYSIS • CALIBRATION • STRUCTURAL /MECHANICAL LAB A Washington Corporation furnishing Engineering services by and under the supervision of registered professional engineers. PENINSULA DIVISION 10726 Silverdale Way N.W. #105 • Silverdale, WA 98383 (206) 698.6650• FAX (206)698.6648 k****** kA' k " * ***:*.**:* * *A**A AAAfr***** k*** * * * * * * ** * k A*•k* *. *k* *k ** * *A* :ITY OF TUKWI.L A, WA TRANSMIT r*****:* it A*,********* k* A•*. k** h* * * * * * *** * * * Ak * * * * * * * ** TRANSMIT Number:', 920010E14 Amount: 527.15 10!45/.92. ,15 :14 P No: 092 03G1 . ,Type: 'B - BUILD; , BUILDING :PERM ,T.=...n. Parcel No: 000300. -0112 IQ/05/ c ,. A,ddre'sa': 1305.0 INTERURBAN AV S‘ L;oCation: ]:NTERUIOAN/OATEWAY Payment: Method: CHECK Notation: FOODMAKER' INC Init :' DLM c** tll*:**A***. A** A**** Afir**** A.*****•k.* *.* ** ***fit•A **.*AA *•k *.**A•k*,. Account ;Code Description Paid- , 000/345.430. PLAN CHECK - NOORE5:, 57..15 Total' (This Pay lent) Total .Fees: 1,312.65' All °Payments': [ 527.15 . BalanFeM 815..50 GENERA, TOTAL CHECK CHECK , 527.15, 527.15 500..00 27.15 CHANGE 0.00 400111000 15 :10 Total Fees: Total All Payments: Balance: . 2'0,373.65 20,373.65 .00 o 8897 k*lrkk***** ****************• kkk***** *** *k************ ***** **** *k* :11Y OF 1UKWILA, WA TRANSMIT k**** kh* Jkk*** k************ k** k***kk k** * **Jkk *kk•r******** ***h*k TRANSMIT Number: 93000962 Amount: 19,031.00 07/19/93 17:09 Permit .No: B32• -0361 Type: B• -BUILD BUILDING PER7T20 /93 Parcel No 00300 -0112 Site Address: 13050 INTERURBAN AV S Payment Method: CHECK Notation: FOODMAKER INC Init. DLM kk k* J****** lrhk Aak* k****A**** kk** * * * kk * * *Jr *•k *J *•k *kk********JJ Account Code Description Paid 104.367.000 REV FROM PRI /MITIGATION 19,031.00 Total (This Payment):. 19,031.00 GENERA 19031.00 TOTAL 19031.00 CHECK 19031.00 CHANGE 0.00 261E3A0 0 0 10156 ******** k* Ak***** k****** h************ * * * **** * * * * * * * * * * * ** *k* ** ** 'CITY or IUKWXLA, WA TRANSMIT: *** * * * * *A* *i * **W? # * * * *k* * * **** * *` ** * ** *: k**** * **** *** * *x * * * * * * *. TRANSMIT Number: ,: 9200.1416: Amourtt:.,. 8.15.50 12/16/.92: 09 :42` Permit :,No:: 092 -0361. Type: 0 -BUILD BUILDING PERMIT Parcel ' No: 0.00300 -011: Site :' Address: : 13050 INTERURBAN AV S. Payment ° Method q , CHECK Notation: .FOODMAKER:, INC. ri i t x SLU. **** k***,***: N************* k* k* *k * **k ** * * * * * *k * * * ** * * * *kk *irk ** * ** Account :. Code Oescri pt t ari' Pa id: 000/322':1 00. BUILDING •- NONRES '. 8.11.00 000/386..504' STATE BUILDING SURCHARGE 4.50 Total (This, Payment); 815.50 Total Fees: Total All Payments: Coal ances 1,34.2.65 1,342.65. .00 • GENERA GENERA. GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA'. GENERA 811.00 4.50 10.00 15.00 10.00 15 .00 64 ..50 22.50: 10.00 15.00 20.00 150.00. 10.00 15.00 10.00 225.00 :.350. CITY OF TUKWILA WA TRANSMIT p***************kkir,*********.k*********************************** TRANSMIT Number; 92001417 Amoont 25.00 12/16/92 0949 Permit No PW92-0294 Type: PW.-CSS CHANNEL/SIR X.PING/SIG Parcel No 000300-0112 Site Address: 13050 INTERURBAN AV S Location: TUK-INN SITE PREVIOUSLY Payment Method: CHECK Notation: F0ODMAKER INC. In i t: SLO *********************************A**********t******************* Accottnt Code Desert I pt ion Pa id 000/345.830 PLAN. CHECK - UTILITY 10.00 000/342.400 INSP - UTILITY 15.00 Total ( This Payment). 25.00 Total Fees: 25.00 Total All Payments: 25.00 Balance: .00 *ar t**:* * * *: * * * * * * * * *, * ,dir'hdt *k **k.** k ** ** ** **** *Fr * * *** *.* ***,*t ** *.FAA' *k** CITY:OF TUKWILA, WR TRANSMIT:.. ****** k.******* kk k****** **k * * *h*** ** ** *or * *•k * *** * ** TRANSMIT Number: 32001415 Amount;. *. 25 0'o: 0 � x.2/16/92 4:-! 02q 7 YR.e� PWMHAUL HAULING. P.vr�cel Nna 0,00300- 0.1,1:?.: Site Address: 1.30;0.- INTERURBAN AV S Location: '.TUK- TNN S { Method: CHECK Natation: F000140KER. INC. Initt SLB * *, * ********.******************** * * * * * * * * * * * * ** *• ** * ** ** * * * * * * ** Accou.nt.Code ..000/345.830;., 000/342.400 Sescrip.tiun . PAN CHECK UTILITY INSP FEE•- UTILITY Total (T..n i s. Payment): Total Fees: All Paymentpp Balance: 23.00 25.00 .00 Paid 10.00 13.00 25.00 4 **h * *4 k.k ** k.**.*h h*• k* h* Ak*** h * **k** * **** **•h *•A*rk **h****** c *k*h *h :CITY OF ,.TIJKWILA,:.WA TRANSMIT t*A * * *,'r * *, * ** * k• k**.*k**• k. k******.*.*** lr* A *•kh ** * * *kh* *A * *kk “*h.. *k* * ** TRANSMIT Number '2001419 : Amount: 87;00..12/1G/92 09:50 .Permit No.: PW92-0 97: Type :. PW7LA LAND ALTERING PERMIT Parcel :No: 000300 -011 -: ,Site` Addres1: :13050 INTERURBAN AV 5. Location: TUK -INN ,SITE' .PRt: VIOUSLY Payment Method :. CHECK Notation F000.MAKER, INC. Init': SLU k*******•***• k#* * * * * * * * * * * *** * * ** * * * *h * * * * * * * *0!*#A * *** Account Code. Description : Paid 000/322 «100 BUILDING- NONRES. 64.50 000 /345,830 PLAN CHECK NONRES 22.50 Total (This Payment): • 87 «00 Total Total Fees: All Payments: q.alance: 87.0.0 87«00 .00 k** * fir * ; * * *kkk* * *** 4 kk** k,* k�4 k 1 r** kk *k*k***** *,k***kkk*** *•k :k**** . CI1Y OF TUKWILA, WA TRAr4SM.]:T ***** k.k**. k*** k** kk** i * kk hk.k k.****. * * * *** * *k ** * **k*k TRANSMIT'Numbe 9,,2001420 Amount: 25.00 l /16/ 12:0'9 0 Phi ^mit Na. P 92- 0295.. Type': PW-LI LANDSCA.PE IRRIGATION Par^ce1 Nap' 0.00300 -011 a .Site_: A,ddree'a. 13050 INTERURBAN AV 5. L`s�.catinna TUK -1NN SITE. PREVIOUSLY. Payment Method:: CHECK: Notation: FOOOMAKER, INCA rnitc SLS * * * * * * * ***** * *** *k �1k * k4k4•k $t *4e klydk • *** *k * *•kk* * *ir ekk** *ik**t'r*** Flcaount..:Cado Deecr i pt i nn 000/34.830 PLAN CHECK .r.. U TXLII'Y 401/342:.400 INSP FEE H7 FLW /LI /WM(= Total This Payment): Total Fees: Total All Payments: Balance: 25.00 25.0 .00 Paid 10.00. 15.00 25.00. iiI • , CITY ••' tRPNem rT i!*#***./i*****.frit,#*) TRANSMIT Number': ...-; 92001421 Amount: • • 170.40,1.2/1.6/92 09ip0 ... Permit W: PW92-0299 Type: PW-SSS SANITARY r SIDE SEWER • Rar NOr. 906000-70:11,2 . . .; 9,ite`' .1 13050 INTERURBAN Location: TUK-INN SITE PREVIOUSLY •: ; • , ,. „ . . • ; , '•Paymentss.Method:: CHECK - Notation: FOCDMAKER, : INC.. Init: BLS is..** ,,, r4'ki40-11***:1/,scieli,l‘.*,•>4..* . it . .A. . • • . ...',Account .Code ; : - :' ' Description Paid. :•.:•402/342.400 • -. IN$P FEE :- SME/SSS . ,'.. , •.: 20.00 • 402/3.88.102 SEWER • HOOK-UP ; . : ' : . - , 150.00- Total (This Payment): : •. 179,.90 Total' Fees: ' - 170.00 Total Al 1 Payment's: •• . • . 170.00 . . • ".. ".• • '• ' • • •..• - •• '• ..•••• • • ,• ••• . • • • ••• • •. „ • ,.• r . „ . • . r." * *9*A*a4* *14 *A* **r,4* * * ****A A ** *A** fir* kit * **tr .**4.*k45*.*** *** ** *** *** CITY. OF TU:KWILA, WA TRANSMIT * *A * *A TRANSMIT: Number: `:92001422 ',Amount « '25..00.-12/16/92': P,er.m;it No: .PW1192- 0300. Type PW -.SD . STORM` DRAINAGE . Per ce:1 No 00,0300 -011.2 Site Address: ',13050 INTERURBAN .Ay ': Location: TUK -SINN SITE: PREVIOUSLY Payin"er t Method: :CHECK Notation: FOODMAKER, I - In11;.: 5Lg.. `*; * * * **h *4 * * * * * * *** * fir ** *' * * **** *fir * * * ** *** * * * * * *** *; ** *** *fir * * Account Code Description 000/345.830 PLAN HECK' - UTILITY_ 412/342.400 INSP FEE - STORM DRAIN Total (This Payment): Total Fees: Total All Payments: Balance: 25.00. 2;.00 .00 Paid 10.00 15.00 25.00 `�; k****4****410*4****1(******h***4******************************* Dity OF TUKWILA, WA TRANSMIT ***4r.*44(***40i4i***4***1*************************4******A.***4!** TRANSMIT',NUmbert 92001423 Amount 25 12/16/92 09451 Permit Na: TW92-0302 Type: P14-4M WATER METER PERMIT Parcel Not 000300.70112 Site AddressiA3050 INTERURBAN AV S Locationt TUK-INN :SITE PREVIOUSLY Payment Method: CHECK Notation: FOODMAKER INC, Init: SLO ****************************************4:*********************** Account Code 000/345.830 401/388.102 401/386.520 401/342.400 401/343.405 Total Fees: Total All Payments: Balance: .•, Description • PLAN CHECK - WATER METER WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN-ON FEE Total (This Payment):: 625.00 625.00 .00 Paid 10.00 225.00 350.00 15.00 • 25.00 625.00 CITY OF TUKWILA, WA TRANSMIT TRANSMIT Number a:92001424 Amount: 15.00 12/16/92 Permit No: PW92-0303 Type: PW-WM WATER METER' PERMIT ParCei) NO:- 000300-0112 Site Address: 13050 INTERURBAN AV S Location: TUK-INN SITE PREVIOUSLY '‘ Payment Method: CHECK Natation: 'FOODMAKER, INC. 'nit: SLB * ***** 4 ***************************************:****************** Account Code Description Paid 401/342`.;400 WATER INSPECTION FEE 15.00 Total (This Payment): 15.00 Total Fees: 15.00 Total All Payments: 15.00 Balance: .00 it .• • CITY OF TUKWILA Address: 13050 INTERURBAN AV S Tenant: JACK IN THE BOX Type: B -BUILD Parcel # :. 000300 -0112 ************************************* k********** * * *kk * * * *'k * * * * ** * * *•k **k *k ** Permit Conditions: 1. 'AS A CONDITION OF PUBLIC WORKS APPROVAL OF THIS PERMIT, THE OWNER HAS AGREED AND WILL PAY THE CITY FOR FAIR SHARE PARTI- CIPATION 'IN THE COST OF THE INTERURBAN AVE S SIGNAL AND ROAD IMPROVEMENT PROJECT PRIOR TO CERTIFICATE OF OCCUPANCY. THE AGREED UPON AMOUNT IS $19,03-1,%' 2. No changes will be ma.de: plans` unless approved by the Architect and the,Jiikwlla'Building D.ivisiori °y 3. Plumbing permit.• h l` be obtein`ed through the Seattle -King County Department "of Publ�i c:4 azl H th, Plumbing will b a e inspected by'..that agency, including all gas p,i`ping (296- 4722)f,�"'., ": .: S' 4. Electrical °p ermit shall be "'obtained through the !) Washington, State Di.,Ui of`:a..L�bor•'"and Industries and a el,.etrical `" work wOibe `'in ° spected by tha`'t � n,cy (248 - 6657,:) 5. All me'bt anlcal work'shall a., bef under separate permit through the C ofTukwi�la. 6. All permits, inspectionrecords and approved plans shall maintained a.vai lable et the Job site ' prior to the start"' anyinstructidn. These doc aret.to be maintained: avai Until final' °inspection appri)vai " granted.. 7. Whey -s ecial ins action' °is `= a u<ir�`e,ds ;eit,her' the owner,;' arohiite o • engi "neer....sha;l l n,ot`ify�� their Tukwi!'la Bui l di Di 1 oft appointment of-,,t insp,ectifon��a�gencies prior to the lfirsta��building ins '�ction.. Cop'ie`s"of all special" inspOti`o reports', shal l be. a Building. f,, , Div s on ; in ",a timely { mane r•, Repor�tsf add`ress, Pro ,T4 't,11116*, p' ermit number and type itispec't,ion b,e ing<t« " p r f o t red.. x;� , nr. , .,,,. W, .....;... ,. . ., The special f Inspector shall submit a °'fi�n:al't signed report'' stating,�whether the work py igl in pec wa`s, to the b,0st of the in kn , �i ` c.onf'ormance wi,t' approved, plans °an,d specifications and th'e ppl,icable- ,worty -i= manship ° p ovisions of the UBC. 9. All s tructural concrete shall ; , z be, ,spe.c,ia l i nspect ed. (Seca x:306 (a) 1, UBC YO, �« .. �a. 10. Bolts instal'ted in concrete ,.sh.a,l,,l .b.eF,,special inspect "e (Sec. 306 (a) 2 UBC)';�,:; . ,. • 11. Any new ceiling gr.'id and 1 ight;f1 tUr�.e«a,' =installatei is required to meet late "Oal.- br..a.cing requiremen 'or Seismic Zone 3. 12. Partition walls attached to c'e nggrid must be laterally braced if over eight (8) feet in length. 13. 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. 14. All construction to be done in conformance., with approved plans and requirements of the Uniform Building Code (1991 Edition)' as amended'* the Washington State Building Code, Uniform Mechanical Code (1991.Fdition)', and Washington State Energy Code .( :1.991 Second Edition:) Engineered truss.drawings and calculations shall be on site and available to the. building inspector for:inspection -Purposes..-Documents shall bear the seal and signature of Washington State Professional Engineer. 16. All food preparation establishments must hays 'Seatt;l.e, -King rniinty fanar•tmar,l- of P.ihlir• Wn:alsh c nr A +f • nr-ieir nneninn Per ft No: B92 -0361 Status: ISSUED Applied: 10/05/1992 Issued: 12/16/1992 or doing any. food, processing. Arrangements for final Health '`' . Department inspec, n should be made by call i Seattle -King y Count Department t Public Health, th , 295-4787, P ; l east .three' working days Prior to desired inspection date. C1ri work requiring Health Department approval, it is the contractor responsibility to have a set of plans approved by that agency on the job. site. 17. Notify the City of Tukwila Building Division prior to placing any .,concrete. `, This procedure is in addition,,to any . requirements for special inspection. 18. All wood to remain in placed concrete shall be treated wood. 19: Validity of Permits The issuance of a permit or approval of plans, specifications and comp,a:ati,.orj,s shall not. be. con - strued to be •a permit to t', or an �prr'o alp; o, any violation of any of the prov i,s �ns_ of this code or of y other ordinance of the ,,�ur i >sd 1 ct tori No permit pr'ey im .ng to give authority or v,,10 1ante or� c "an el the ..01,s . code . shall be va1 'Er,"")" � yy .. _, ` §s3. There shal�J b no octvupahcy of the bui = "ldi + (6�' u :ti 1`v,t,he ` ti o rl : ha•s` be en co ted' "b'y,c the T "ukwl a' Bu '��d final ins a � �'[� Inspecto �: '� � .. ? : � � \ I' -•. +t x Fire Department Review Control #B9 -0361 Re: Jack -in -the -Box - 13050 Interurban Avenue South 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 located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor October 27, 1992 A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC standard 10 -1) 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. orr current is automatically shut, off.: to all equipment under the hood when the system is ` actuated. (UFC 10.513) LocaL U L.'.central 'station.'supervision;-°.is require (City Ordinance . #1528). City of Tukwila Page number 2 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Plans for hood extinguishing system are to be submitted to the Tukwila Fire Prevention Bureau for approval prior to installation. 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code, (UFC 12.106- 12.111) 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 12.106(c)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.111(d), UBC 3314(c)) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 25.114(a)) Occupant load of the dining area is 64. 3. A fire alarm system is required for. this project. The fire alarm. system -shall meet the requirements of NFPA 72 and City :Ord,i #1528. An approved automatic. sprinkler. system-. may be; °installed: in lieu'of a fire alarm system ►1 l -; new fire..'alarm .systems or modifications to existing ; systems shall have the .written approval . of T ; Tukwila Fire Prevention Bureau: No work shall commence unti.l .a.: fire department permit has been obtained. (C,ity Ordinance. #1528),(UFO. 10.503) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila,'Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor Local U.L. central station supervision is required. (City Ordinance #1528) H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central, station supervision is required. (City Ordinance #1528) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose, (NEC 110 -22) 5. When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread . of fire and smoke, the assembly shall be maintained. (UBC 1704(b)) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) 7. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) 8. The site plan does not show the location of,the closest fire. hydrant. . A. hydrant is required to. be. within- 150' of this structure. Fire. hydrants shall,. conform to: American Water..: Works, :Association specifications C- 502- 54;;it shalibe .............� .. if 1 J) ' Al ' C ' T km City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number ports and one 5" Storz pumper discharge port, and shall have a 1 1/4 "'Pentagon open -lift operating nut. 9. This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Yours truly, John W. Rants, Mayor AMIW The Tukwila Fire Prevention Bureau. r +v INSPECTION RECORD C' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 K Approved per applicable codes. COMMENTS: O 'Corrections required prior to approval. 670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . 1, Address: Date Called: Special Instructions: Date ,Wanted; — - a-2-9_3 (a m).m. Requester: � Phone No.: ~/ t.2 4 7 4 : - r +v INSPECTION RECORD C' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 K Approved per applicable codes. COMMENTS: O 'Corrections required prior to approval. 670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . 1, Project: / �, 7Ae /C / Type of Inspection: C'� a Address: --• . /..30,5 .G rft" �'lu Date Called: -3 Special Instructions: Date Wanted: 7 - 023- r 3 am .m. Requester. hl � , � .ni " c Phone No.: ,%:,,, r,,,,.? -.� / E CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD , Retain a copy with permit (206) 431 -3670 Lo- ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LOBERG ROOFING � AMP CONSTRUCTION, INC. Commercial Structures Inc. P.O. Box 68845 Seattle, WA 98168 -0845 Re 13050 Interurban South Tukwila, WA Permit 08920361 Lie r LOBERRC101BJ P.O. Box 6386 • Lynnwood, WA 98036 • (206) 775.227^ Dear Lance: We installed a Polyglass, 10 year warranted torch down system over 2 layers of ridged insulation, one 2 ". on 2.3 ". We ,coated the roof Karnac 97 aluminum, Class "A" coating. We roofed pitched portion with a cement tile by Lifetile. If you have any questions, please . feel free to give me a call. incerely Phil Loberg President PL /dw DESCRIPTION: Karnak #97 Fibrated Aluminum Roof Coating is made of selected asphalts and pigment flakes of pure aluminum blended with refined solvents and mineral fillers for heavy duty ser- vice. When #97 aluminum coating is applied to the roof, the aluminum flakes arrange them- selves in overlapping parallel layers forming a reflective, metallic shield over the base coating. USES: Karnak #97 helps reduce indoor building temperatures and improves inside living and working conditions. it's Ideal for use on Modified Bitumen Membranes, metal corru- gated decks, steep asphalt that has aged for 90 days, or any Karnak Emulsion Coating that has been allowed to cure for 5 days. NEW USES: The combination of these protective materials: aluminum, asphalt and reinforcing fibers by the exclusive Karnak process results in a self pro- tecting roof coating with longer - lasting mois- ture and heat resistant features. Karnak #97 remains permanently bonded to the base ma- terial thus assuring longer roof life with subse- quent saving on roof maintenance. SPECIFICATIONS: ASTM -D -2824 Type III (Non - Asbestos) ASTM -D -2824 Type I I TT- C -498C ADVANTAGES: The advantages of this metallic aluminum shield are twofold: 1. The asphaltic oils in the base coating are protected from harmful intense rays of the sun by the reflective properties of the aluminum. Product Data Over 70% of the sun's rays are reflected by this aluminum shield, thereby preventing these oils from being "cooked" out of the base coating. The coating, therefore, retains its resilient characteristics and will not prematurely crack or dry out. 2. During the hot summer months, Karnak #97 will help reduce indoor building temperatures and improve inside living and working condi- tions, Karnak #97 Fibrated Aluminum Roof Coating prevents the sun's rays from penetrat- ing the roof coating and passing the heat intp the building interior. One coat of Karnak #97 Fibrated Aluminum Coating will extend the life of Modified Bitumen Membrane not only by limiting fire- spread (as indicated by the U.L. Class "A' Rating), but its high aluminum content and excellent reflectivi- ty afford solar protection and weather durability. Modified Bitumen: Karnak #97 is U.L. Class A rated over specified Modified Bitumen Systems, UL Listing #R12199(N). SURFACE PREPARATION: Prepare all surfaces by sweeping clean of dust, dirt, oil and loose particles. Re air all cracks and blisters by spreading Karnak #19 Flashing Cement over the damaged area, then embed Karnak Cotton, Glass or Poly -Mat reinforce- ment and apply another coat of #19 Flashing Cement over the entire patch. New asphalt roof surfaces should weather a minimum of 90 days before being coated with #97 Fibrated Aluminum Roof Coating. However, #97 can be coated on roofs 3 to 5 days after Karnak Asphalt Emulsions have been applied. KARNAK CORPORATION 330 Central Avenue. Clark, NJ 07066 (908) 388.0300 • Toll Free 1 -(800) 526 -4236 • Fax (908) 388 -9422 KARNAK SOUTH INC. 1010 S.E. 20th Street, Port Everglades, Fort LauderdaleL 33316 The above) suggested recommendations for use of Karnak products ore predicted on tests believed to be rellobla However, since such opplication and use is beyond our control, we do not guarantee the reSufts to be obtained, (over) 1 „_• L- - ._ L _ l•1 C_. LI L SURSTAATZ DESCRIPTTQN QUALITY ASSfJR,,ANCE L. Provide ail labor, materials, equipment, supervision, and incidentals as needed to install a complete POLYGLASS reinforced modified bituminous roof system over a new or existing prepared roof substrate. Products used in the work of this Section shall be manufactured by POLYGLASS or approved for use In conjunction with the products manufactured by POLYGLASS. The Roofing Contractor and his personnel shall be currently approved by POLYGLASS as qualified to install the materials of this section. Do not apply roofing during inclement weather. Do not apply roofing membrane to dump, frozen, dirty, or dusty surfaces. MATERIALS POLYGLASS modified bituminous base sheet reinforced with a minimum 75 grams per square meter fiberglass mat and weighing approximately 88 pounds per roll, There are approximately 200 square feet of finished roof coverage In each roll. Tredename; ELASTOBASE. POLYGLASS modified bituminous roofing membrane reinforced with a 180 grams per square meter polyester mat core and weighing approximately 88 pounds per roll. There are approximately 100 square feet of finished roof membrane per roll. Tradename; POLYFLEX, ASPHALT PRIMER • Meeting ASTM D 41 L.. specification, applied in strict conformance to manufacturers recommendations. POLYGLASS 150 LYON DRIVE, 1182% KIC-dAA1 SPECIFICATION # 200 POLYFLEX-I (N /R) POLYGLASS ROOFING SYSTEM SURFACE COATING • (Where Required) • Dark brown emulsion coating, asphalt latex emulsloa roof surfacing material, asphaltic based, aluminum roof coating, (liberated or nonfiberated) or a colored acrylic coating, may be required to meet necessary fire code approvals, (Consult POLYGLASS Technical Service Department for fire rated assembly information). PRODUCTIVO INC All materials, except those that are shop fabricated, shall be delivered to the job site with their original containers or packages, sealed and labels intact. Bulk materials shall be identified by the manufacturer as to specification Issued. Ali materials shall be stored in accordance with the Instructions of the manufacturer prior to their application or installation. No wet or damaged materials will be used in the application. Materials stored on the Job site shall be a minimum 4" off the ground or the roof. . When ambient temperature is below 40 degrees F, care must be exercised In handling and storing POLYGLASS membrane, Only rolls for Immediate application shall be exposed to the elements. Application of all roofing shall be accomplished In such a way that each area will be complete at the end of each day's work. All roof edges and incomplete flashing shall be protected against water entry, particularly between work periods. All masonry, concrete and sheet metal surfaces incorporated into the roof system shall be primed with asphalt primer meeting ASTM D 41 specification and allowed to dry prior to installing bituminous roofing materials. Wood curbs or natters, where required, shall be pressure treated with osmose K•33 or approved pressure treatment meeting AWAP Standard P -3. Brush coat ends with special osmose preservative or approved equal. zREPAttATION The roof surface which is to receive the POLYGLASS roofing system shall be clean, dry, smooth and structurally sound. FERNLEY, NEVADA :Ann% _onoe ti 89408 A7 )AA APPLICATION: Karnak #97 Fibrated Aluminum Roof Coating should be spread uniformly over the roof sur- face. Care should be taken not to overwork the coating during application. This could have a damaging effect on the leafing of the alumi- num. Pour the correct amount of aluminum coating to cover a given area and work it in one direction. Be sure to mechanically mix the Aluminum Coating thoroughly before using. Karnak #97 can be applied with a roof brush, squeegee, roller or spray. COVERAGE: Apply at the rate of 1 to 1 gallons per 100 sq. ft. CARE OF TOOLS: Equipment may be thoroughly cleaned after use with mineral spirits, taking the necessary precautions when handling combustible materials, 97 FIBRATED ALUMINUM — Page 2. CAUTION: Do not use near open flame. Avoid breathing solvent fumes and prolonged contact with skin. Do not take internally. If swallowed, do not induce vomiting. Call a physician immediately. Keep out of reach of children. Keep container covered when not in use. Do not thin. Dispose of In an environmentally safe manner. PACKAGING: Available in 1 gallon cans, 5 gallon pails and 55 gallon drums. ro ect uC ► " ,g, Type cif Inspection: p W n t r is ress: b f"' °t 1 - e • :. Sp: :1 nstructions: pw e►a ea q u -thy -" u pkpq.--0.503 Date Wanted: am.. p.m.: e Requester. Phone No.: g 0. nspector: I' CO $30.00 REINSPECTION FEE REQUIRED:. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Q Date; . INSPECTION RECORD C Retain a copy with permit CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 5q 03i9 I PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ro. ,. 0,c., fi=n _1 hQ ypeo ns � : «.n;� ' l anntrn t r)60 Address: 13 _ 0 Sal .1 Of b01/411 Date Called: Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A Approved per applicable codes. COMMENTS: C' i t tmL it to t`h re— btitopszn viii,E0A (7/ Receipt No.: INSPECTION RECORD - Retain a copy with permit 1-0► PERMIT NO (206) 431-3670 0 Corrections required prior to approval. nspector: ... 15245 111 . 111111 biltif Flegil.‘ - 0 moo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirtspection. 'ro: Ate IN.I,.t. 1 0 \\ •:o ns. =� •n _i.` '1 L AN . D., .: i Special Instructions: D q • :., : „ am. p.m. Requ: e,, h •A, i ,..7 COMMENTS:` I Recept Approved per applicable codes. INSPECTION RECORD . Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 LP ,c.Aett ixelfgalEo zpeprzweuP PERM NO. (206) 431 - 3670 O Corrections required prior to approval. L7 $30.00. REINSPECTION FEE REQUIRED. Prior to: reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Date: :COMMENTS: / ur7r, h ,C;;;-, / ' c. 4,4 ' . ... -: .C%-e -- .A moo, /, Ae„, Huh,. ,... / C, i z) C',.. I Nv7 ,eff..., osi c r'/ d, S2 )( c.- 47S- /Vie 4 al-7, ' L-of I / � `� 1'7 .� jt C 1// Gil a"1 7 '9' "I ) ,4-J ! i L / ;i h 4b v" 1 '1 C.G. c.,, 5 s R 0 a 4..71 1 �✓.'/ 1 A �i- -I , � C eaeaCif 1-, rt- I---; /c" Date Wanted; ,7, /1, q m m y., / 4, 4 , Prz A .U'!// Y b Phone NO.; 94 ? _ .72,5 7( 7)— A'44' I // AP I e_ 1,--e/-0.74.6e.,..<" .4 «1/ is 5 _ 0 .''s' i 0, �. . 1' ' stn. Projects ,, _ 4 0 - T of ns - Address: 1 / e.Ds O 14 , r : e = • ; Special Instructions: Date Wanted; ,7, /1, q m Requester: t �, Phone NO.; 94 ? _ .72,5 7( IN RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. X Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ra ect: / LAI 17 D C Type of Inspection; � ' Address. Date Called: Special n _ ct ens: Date TT ant s: //// ? 6013 am. p.m.. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: INSPECTION RECORD I L F Retain a copy with permit . i ►: Corrections required prior to approval. co . G.12..,. /err erfr .S Y Gl e 036/ PERMIT NO. (206) 431 -3 0 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. k' Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERtillT NO. 1� . (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Type of nspe (;��� ■ ..j..t.0 rA & D \{ e s , -- Q ur Ali S Date Called: -' a . / r t o (O Sp Instructi •�_. ANA P S '� � � Date Wanted: --- 7 ' , 7`q5 am. Requester: f J 1 r P hone — ao.: i 2, k' Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERtillT NO. 1� . (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 947 P E r tp� (206) 431-3670 ❑ Corrections required prior to approval. !7 - 7 -13 , O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd:; Suite 100. Call to schedule reinspection. t\ ._7 —5-0c, C e� yr* ns Date Cale : 1 _,.. c" 3 es jck al Instructions: ` M ( Date Wanted:. — 7 — c i 3 am. (p Requester: ' ` Phone No.' �1 3 f 1 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 947 P E r tp� (206) 431-3670 ❑ Corrections required prior to approval. !7 - 7 -13 , O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd:; Suite 100. Call to schedule reinspection. 'ro G . � I I ns ►�. t�+ t Sp ..al nstructions; Date ant =.: c9g---ci elp . Requester: I , • /� Phone No.: INSPECTION RECORID Retain a copy with permit CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 Approved per applicable codes. ov, Corrections required prior to approval. COMMENTS: /D4 zrLo 0 $30.00 REINSPECTION FEE. REQUIRED.' Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite °100. 'Call to schedule reinspection. Pro Type of Inspection e 0 1 5 T rAikeU v bko f '1/ S Date Called: _ a s g 3 Spedal Instructions : 4 . Date Wanted: p ' .0 a p.m. Requester.' , Phone No . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. P 7 1 INSPECTION RECORD Retain a copy with permit 0 PERt' NO. (206) 431 -3670 ikA Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • , . . ^ t.1i1 � o n . .I. n: !MIME T' Special nstructlons: Date "ant = ' • _ e e -a .. Requester: �L.l J �® Phone ..: 1 f s INS E0 ION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 irglApproved per applicable codes. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: a ;i / " ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: T1 - _.. Type of Inspediony' f . -, •.cress: `c e . :s; Sp :.. ' ru s: ur Date Wanted: 6_ l�- #3 am. p Requester: Phone No.: 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X39'2. Q3‘/ PERMrr NO (206) 43173670-' Approved per applicable codes, COMMENTS:.'. £44 /4 0,0 l�c� Inspector: 0 Corrections required prior to approval. e: l L7 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 O Corrections required prior to approval. 0 $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. — • : ► • 1 nstructions: a -. Date anted: i _ ` wester. �► . o. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 O Corrections required prior to approval. 0 $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ro'*�: ypeo nsped n F i r a i -L-A. -Pco (2 � . Date Called: (0— q _. q U 1 "C 't),0 Spedal n stru ns: — 0.- • Irll ,r ,r __°` ° ■ r r . • Date Wanted: , ( --- f e am „�,-, Requester: la . 1 �►' • J Phone No.: `f' I', —367) INSPECTION RECORD Retain a copy with permit s •T o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: 139 a-- o ff (206) 431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. O $30,00 REINSPECT1O FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .: fie: •t •rot: v I V , ns• *► �� a /t -. il. y - !; Y. S Date Called: / — % • _ v — 93 S� ejssQ: odal Ins c . V./ J'tL LS .� Date Wanted; . (n -jC 1 - 13 an Requester: Phone N o.: ry CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Inspector: Rapt O. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. 'COMMENTS: ' t3 u tNA.t:t. -1 J aWee — A IA � Date: 6 - 1 - c . PERMrr (206) 431 - 3670''.!. ❑ $30.00 REINSPECTION FEE REQUIRED Priorr to reinspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100: Call to schedule reinspection. `ro : cit. "14 ypeo nspect .n: Address. L!` :: : , ...-11 • i i. - Date anted: ... . r p.m. Requester: Phone ..: Approved per applicable codes. Recept No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ' !/ (Yit T� 1� c �, , h 4 �`�,�.( c'd e-ro G.P4 A-v`'1 1 /1 ,/ I . • ❑ $30.00 REINSPECTION FEE REQUIRED. • Prior to reinspection, fee must be paid at 6300 Southcenter Bivd.. Suite.100. ,Call to schedule reinspection.. Date: PR (206) 431 -3670 ❑ Corrections required prior to approval. lirint ress: I O 1 4 L4 L'. .1 /. a., :: • : . ,.; : struct ons: Date anted: '7 - f0 - 1 am. al Requester: Phone No.: Approved per applicable codes. COMMENTS: ' Inspector: Reoept No.: • r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l:/.411 e t' Dat e. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECT' . N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. gat (206) 431 -3670 COMMENTS: f ,,, 1 • ,_ I / y PL, ( c 5 , Ie _ , gyp. j him 144-1' h .e. 1'3 I? r" .e.,-. A ' , "0..e./, r .201 - Y ,r ,�h i I C�Lj c� v cu .c1 asfge ,/!j�1 .1-re,r r.,� 4%!i/ �pG.�ti S a i - 4441' i-e7 4**- t:vg A0 ,, 6 - �64/,‘ hti,-G ,7 •�u�` // 4,e r.v-e tat 4' ul J t" S �• / ee rp- e - e 4, rQ rd Grr ) r-I// iori- 4YVh, c e, 4P C - c ?1 1h gas -rfGr /3i —/zed-s 41.4,, • i 1.4 S H v / Oh Mo -ec .�.-�; O7 ., // . / rJui�a,4 , '5 4 '- re Jy.r 4, -e I� � I�•4 - '7 ■ a_ . ' //7" A i '�✓ i � 4 L. /•-e44 ye sled 4,.. tveii Cppivt.€/ o.0 ve44 Prof � 2 � , T ype o ns wn: �4/ Address: -i Date Called: Special Instructions:, late "anted : r � Requester: L� No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. • Corrections required prior to approval. nspector: (206) 431 -3670 ❑ $30.00 REINSPECT' • N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: / H r. / j ' J v ' / Type of Inspection: ?..a.7 e a-„ Address: Date Called: Special Instructions: Ca // mil/ le .s './, I _ i, / U• 3o Date Wanted: /2- 3/' Ca. pm, Requester: CJIC.+ —.. Phone No.: INSPECTION RECORD Retain a copy with perrlt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: • 4P L ❑ . Corrections required prior to approval: j Co Z J 5 4 (206) 431 -3670 ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. *11 LA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Project Name ...2f\ cot. 7. J `n""is. 11-)( _ Address 13050 77nr7>~2,u /z.gA J fl V• S- Suite # Retain current inspection schedule ;k Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: '/ Fire Alarm: V Hood & Duct: hf Halon: Nn /O+4 Monitor: N Pre -Fire: PA Permits: Authorized S nature Gary L. VanDusen, Mayor TUKWILA FIRE. DEPARTMENT FINAL APPROVAL FORM qg C 2- 0 3 (, 1 Control No. Permit No. ;_ -q .Date FINALAPP.FRM' T.F.D. " F.P. 85 RECEIVED JUL 8 1992 FREIHEI'f & HO ARCHITECTS SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT JACK IN THE BOX RESTAURANT #84 1 nnv °\ Tukwila, Washington PREPARED FOR Foodmaker, Inc. \ vi P E'� NO. 9205 -07G )1/, 0 5 1992 JUNE 1992 MAHAN&cDES rill ASSOCIATED E SCIENCES, INC 911 5th Avenue, Suite 100, Kirkland, WA 98033. (206) 827 -7701 FAX (206) 827 -5424 June 5, 1992 Project No. 9205 -07G I. PROJECT AND SITE CONDITIONS C c SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT JACK IN THE BOX RESTAURANT #8481 13050 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON 1.0 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering study for the proposed Jack In The Box Restaurant #8481 in Tukwila, Washington. The proposed building location and approximate locations of the explorations accomplished for this study are presented on the Site and Exploration Plan, Figure 1. In the event that any changes in the nature, design or location of the structure are planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data to be utilized in the design and development of the above mentioned project. Our study included a review of available geologic literature, drilling exploration borings and performing geologic studies to assess the type, thickness, distribution and physical properties of the subsurface sediments and shallow ground water conditions. Geologic literature reviewed for this study included exploration logs performed by Associated Earth Sciences, Inc. (AESI) for a previous study of the site titled "Preliminary Hydrocarbon Assessment" dated April 3, 1991. In addition, field reports and a letter dated April 8, 1992 prepared by GeoEngineers regarding intermittent construction monitoring services during fill placement on the site were also reviewed. Based on the findings from this study, engineering studies were conducted to determine the type of suitable foundation, allowable bearing pressures, anticipated settlements, floor support recommendations, drainage considerations and pavement recommendations. This report summarizes our current field work and offers development recommendations based on our present understanding of the project. 1,2 Authorization Written authorization to proceed with this study was granted by Ms. Helen Bridge of Foodmaker, Inc. in a letter dated May 6, 1992. Our study was accomplished in general accordance with our scope of work letter dated May 14, 1992. This report has been prepared for the exclusive use of Foodmaker, .Inc., and their agents, for specific application to this project. Within the limitations of scope, schedule and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, expressed or implied, is made. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. 2.0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a schematic site plan of the site prepared by Jack In The Box, dated September 26, 1991. Present plans call for the construction of a single story, approximate 2800 square foot structure utilizing conventional wood -frame construction with slab -on -grade floor. The restaurant will be located on the northwest corner of the property. The Jack In The Box designation for this structure is MK7CF. Site development will also include construction of asphalt paved parking areas to the east and south of the proposed structure. In addition, a concrete trash enclosure and drive -thru lane is also planned. We understand that the roadways will be subjected to approximately 1,000 light vehicles and five, 18,000 pound single axle loads from heavy trucks per day. Grading plans for the site had not been finalized at the time of this report. The subject property was located at 13050 Interurban Avenue South in Tukwila, Washington (Figure 1). The site was roughly rectangular in shape and measured approximately 270 feet (northeast- southwest direction) by 210 feet (northwest - southeast direction). Topographically, the site was essentially level. The site had previously been occupied by the Tuk Inn restaurant with a structure located on the northeastern end of the parcel. This structure had been removed prior to the field work for this study. It is our understanding that the previous approximate 6 foot high crawispace area had been backfilled with structural fill. Inspection services on fill placement were performed by GeoEngineers, Inc. on an intermittent basis between March 26 and March 31, 1992. With the exception of the demolished building area, the majority of the site was covered with asphalt. Ecology blocks were bordering the Seattle City Light easement on the southwestern half of the site. A portion of this area was currently being utilized for storage of landscaping material and equipment for the City of Tukwila. • At least two episodes of asphalt paving were observed in the vicinity of the existing access road. Extensive potholes were observed across the site which exposed asphalt up to 5 inches in thickness in areas. The property was bordered to the northwest and southeast by existing gas stations, to the northeast by a commercial structure housing light industrial businesses, and to the southwest by Interurban Avenue South. Regionally, the site was topographically situated in the Duwamish River Valley. 3.0 SUBSURFACE EXPLORATION Our field study included drilling a series of exploration borings (EB) to gain subsurface information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. If changes occurred between sample intervals in our borings, they were interpreted. Our explorations were approximately located in the field based on the previously referenced schematic site plan. 2 The conclusions and recommendations presented in this report are based on the 6 exploration borings completed for this study and review of previous work performed by Associated Earth Sciences, Inc. and others on the site. The number, location, and depth of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and /or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3.1 Exploration Borings The exploration borings were completed by advancing a 3 -3/8 inch inside - diameter, hollow - stem auger with a truck- mounted drill rig. During the drilling process, samples were obtained at generally 2.5 or 5.0 foot depth intervals. The borings were continuously observed and logged by a geologist from our firm. The exploration logs presented in the Appendix are based on the field logs, drilling action, and inspection of the samples secured. Disturbed but representative samples were obtained by using the Standard Penetration Test procedure in accordance with ASTM :D 1586. This test and sampling method consists of driving a standard 2 inch outside - diameter split barrel sampler a distance of 18 inches into the soil with a 140 pound hammer free - falling a distance of 30 inches. The number of blows for each 6 inch interval is recorded and the number of blows required to drive the sampler the final 12 inches is known as the Standard Penetration Resistance ( "N ") or blow count. If a total of 50 is recorded within one 6 inch interval, the blow count is recorded as 50 blows for the number of inches of penetration. The resistance, or N- value, provides a measure of the relative density of granular soils or the relative consistency of cohesive soils; these values are plotted on the attached boring logs. The samples obtained from the split barrel sampler were classified in the field and representative portions placed in water -tight containers. The samples were then transported to our laboratory for further visual classification and laboratory testing, as necessary. An undisturbed sample was obtained by pushing a 3 inch outside - diameter, seamless, steel Shelby tube into the soil using the hydraulic system on the drill rig in accordance with ASTM:D 1577. Since the thin wall tube is pushed rather than driven, the sample obtained is considered relatively undisturbed. The sample was classified in the field by examining each end prior to sealing with plastic caps. The sample was then transported to our laboratory for additional testing, as necessary. 4.0 .STRATIGRAPHY The 6 exploration borings accomplished for this study penetrated between 6 -1/2 and 36 -1/2 feet below existing ground surface. In general, fill soils (material not naturally placed) was observed overlying alluvium deposits of silt, sand and gravel. The stratigraphic units encountered in our explorations are described below. Fill soils were observed at ground surface or underlying 2 to 4 inches of asphalt in all the explorations accomplished for this study. The fill soils generally consisted of loose to dense, dark brown, black and gray, mottled, silty, fine to coarse sand with gravels and silt clasts; sandy, silty clay to sandy silt with gravels; and cobbly gravels. Minor organics and debris consisting of asphalt and concrete bricks were also noted in the fill soils. In EB -2 and EB -6, the fill soils were observed to be 7 to 8 -1/2 feet thick. However, in EB -1 and EB -5, concrete ( ?) debris was encountered approximately 7 feet below ground surface preventing further drilling in these borings. In EB -3 and EB -4, the fill soils were observed to extend below the termination depth of the explorations (6 -1/2 feet). Exploration borings EB -1, EB -5 and EB -6 were placed in the vicinity of the recently placed fill soils in the location of the demolished Tuk Inn restaurant. The standard penetration test (blow counts) indicated that the fill soils in this area generally consisted of a medium dense to dense crust of material approximately 3 to 6 -1/2 feet thick. However, this medium dense to dense crust was noted to be underlain by loose fill soils with depth. Underlying the fill soils in EB -2 and EB -6, approximately 7 to 8 -1/2 feet below ground surface, were natural sediments. The upper portion of this material was roughly 3 to 4 -1/2 feet thick and consisted of soft, moist to wet, brown and gray, organic silt with minor pockets of sand. The organic silt was underlain by 5 to 8 feet of interbedded medium dense, moist to saturated, brown, organic silt and black, fine to medium sand containing plant pieces. In EB- 6, the interbedded silts and sands were underlain by approximately 6 feet of medium dense, saturated, black, fine to medium sand. In EB -2, this interbedded sand and silt was underlain by roughly 8 feet of medium dense, wet to saturated, brown, oxidized, slightly silty, sandy gravel. The lower portion of the natural sediments were observed to consist of dense, dark gray to gray, sandy silty gravel to silty gravelly sand. This silty sand and gravel was noted to extend below the termination depth of the explorations. The silt, sand and gravel described above are considered to be recent alluvium sediments that were deposited by historic and pre- historic meandering of the Duwamish River. These sediments demonstrate a fining upward sequence in grain size which is indicative of a decrease in water energy from high energy river deposits (gravels) to flood plain deposits (organic silts). 4.1 Previous Studies A previous study of the site was performed by AESI in April 1991. This study was initiated prior to the removal of the Tuk Inn, and the subsurface explorations were generally located in the proposed parking areas. In general, medium dense to dense fill soils approximately 4 to 6 -1/2 feet thick were observed in these explorations. The fill was generally noted to consist of a dense crust becoming medium dense with depth and contained some debris such as concrete, bricks, metal, glass and other various construction materials. Natural sediments consisting of organic silt and clay deposits were observed beneath the fill soils. The fill and natural sediments appear to be similar to that encountered in the explorations for the present study, 5.0 HYDROLOGY Wet to saturated sediments were observed during the drilling process in EB -2, EB -3, EB -4, EB -5 and EB -6 approximately 4 to 10 feet below existing ground surface. Water was added to EB -6 at 20 feet and below to minimize the impacts of sand heaving up into the drill auger. No signs of standing or flowing surficial water was observed on the site at the time of our field work. The majority of the wet to saturated sediments were noted to occur in the coarser natural deposits and probably represent a regional ground water table. Random seepages may also occur in the non - uniform fill soils. It should be noted that surface and ground water conditions on the site may fluctuate due to variations in rainfall or time of the year. 6.0 LABORATORY ANALYSES Laboratory tests were performed on selected samples obtained from the exploration borings. Percent moisture and percent organics were performed on the natural, organic silt to aid in determining settlement rates and if further consolidation tests would be required. Based on this data, and the findings for the explorations, it was determined that no consolidation testing would be necessary, and the sample retrieved from the Shelby tube in EB -2 was not utilized. In addition, a percent moisture test was conducted on the fill soils recently placed on the crawispace area of the demolished Tuk Inn. The laboratory analyses findings are presented below and on the attached exploration logs. Sample Present Percent Boring Material Interval Moisture Organics 8.0 SITE PREPARATION 9.1 Timber Piles June 5, 1992 Project No. 9205 -07G II. GEOTECHNICAL ENGINEERING RECOMMENDATIONS 7.0 INTRODUCTION Based on the findings from this study and a previous study of the site performed by AESI, it is our opinion, from a geotechnical engineering standpoint, that the subject property is suitable for the proposed project. The site is underlain by fill soils of varying densities and relatively weak natural silts. Consequently, some remedial measures will be necessary to reduce the potential of differential settlement of the proposed structure. These measures may include supporting the structure with timber piles or using a raft slab foundation. The old fill soils were generally observed to possess a dense, surficial crust of material. These sediments should be capable of providing support for the parking, drive -thru lane and dumpster area if suitable subgrade preparation is completed prior to the placement of asphalt or concrete. For either a timber pile or a raft slab foundation, minimal site preparation for the building will be required as the site has been previously cleared. However, all asphalt, debris or other deleterious material should be removed from the building area. In addition, any buried utilities beneath the proposed building area should be removed or relocated. The resulting depressions should be backfilled with structural fill placed as discussed in this report. Site preparation for the parking, drive -thru lane and dumpster should follow the recommendations outlined under the Pavement Recommendations section of this report. 9.0 FOUNDATION RECOMMENDATIONS As discussed in the first half of this report, the proposed building area is underlain by fill soils of varying densities which are up to 8 -1/2 feet thick. The fill soils are in turn underlain by soft organic silts and medium dense to dense sands and gravels. The depth of these sediments, the variability in densities, and the high organic content of the silts may cause differential settlement to the proposed structure unless mitigating measures are implemented. Consequently, two foundation alternatives, driven timber piles and a raft slab, are recommended to mitigate the potential risk of differential settlement. These foundation alternatives are discussed below. One method to reduce the potential for differential settlement would be to use a deepened foundation system, such as driven timber piles, which bear on the underlying natural, medium dense to dense sand and gravel. This bearing depth was observed approximately 18 to 24 feet below existing ground surface. Full -depth treated timber piles, when driven to a depth range of approximately 22 to 28 feet (4 feet into the dense bearing strata), should be capable of supporting loads on the order of 20 tons each. The piles should have a tip diameter of at least 8 inches, and the tips should be banded to prevent "brooming ". Driving should be performed with an air, steam, or diesel hammer developing a minimum of 15,000 foot - pounds of energy per blow. A drop hammer would not be appropriate for pile driving at this site since the energy is too low to develop the design capacity in the piles. Allowable design loads may be increased by one third for short term wind or seismic loading. Anticipated settlement of pile - supported structures will generally be on the order of one -half inch. A potential concern that always exists when driving piles in developed areas is the fact that vibrations induced into the subsurface soils can cause settlement of nearby foundations or cracking of plaster walls. We recommend that adjacent buildings be monitored for vibration and settlement during pile driving. A photo survey of the adjacent structures prior to pile driving would also be appropriate. As discussed previously, concrete ( ?) was encountered in EB -1 and EB -5 approximately 7 feet below ground surface. This debris could not be penetrated with the auger drill rig. Based on discussions with Mr. Brian Mukhajee of GeoEngineers, who was onsite on an intermittent basis during backfill placement of the Tuk Inn crawlspace area, it is our understanding that the old foundation and slab had been removed prior to backfilling. However, Mr. Mukhajee reported that concrete debris was present in the backfill material. Subsequently, it may be necessary to remove the debris which was encountered in the vicinity of EB -1 and EB -5 prior to placement of the timber piles. Based on the remaining explorations and the explorations performed for our previous study, only minor debris was observed in the older fill soils on the site. However, it should also be noted that no documentation is available on the placement of the older fill soils and some large size debris may also be present in this material. Consequently, a potential exists that some overexcavation may be necessary to remove debris during pile placement elsewhere on the site. 9.2 Lateral Pile Capacity, Although the majority of lateral resistance to wind and seismic loading will be generated by the grade beams, the piles will provide an additional capacity of 2 tons (applied at the pile top). Piles within 10 feet of another pile along the direction of force should be considered to be in the zone of influence and the lateral capacity of only one of these piles should be used in design. If the lateral contribution of the piles is more critical to the practical design of the structure, we can provide a comprehensive lateral pile analysis. Such an analysis would present lateral pile capacities taking into account the interaction between piles. 9.3 Pile Inspections The actual total length of each pile may be adjusted in the field based on required capacity and conditions encountered during drilling. Since completion of the pile takes place below ground, the judgment and experience of the geotechnical engineer or his field representative must be used as a basis for determining the required penetration and acceptability of each pile. Consequently, use of the presented pile capacities in the design requires that all piles be inspected by a qualified geotechnical engineer or engineering geologist from our firm who can interpret and collect the installation data and examine the contractors' operations. Associated Earth Sciences, Inc., acting as the owner's field representative, would determine the required lengths of the piles and keep records of pertinent installation data. A final summary report would then be distributed, following completion of pile installation. 9,4 Raft Slab Foundation A raft slab foundation may be used for building support when founded on recompacted, non - organic fill sediments. Assuming that the finish floor will be at or slightly above existing grade, site preparation for the raft foundation should include excavating to 6 inches below the planned slab subgrade elevation. Any exposed organic soils or debris should be further excavated as necessary. After the initial excavation is complete, the upper 12 inches of subgrade should be carefully compacted to a minimum of 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. After recompaction, the exposed ground should be tested and approved. Structural fill may be placed over the recompacted subgrade to attain desired grades. Structural fill is defined as non - organic soil, acceptable to the geotechnical engineer, placed in maximum 8 inch loose lifts with each lift being compacted to 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. After filling /recompaction, the grade beam lines should be excavated. The upper 12 inches of the grade beam excavations should then be compacted to at least 95 percent of the modified Proctor maximum density. After the grade beam subgrade is inspected and approved by the field engineer, the reinforcing steel may be set and the concrete placed. After the grade beams are cast, the slab subgrade materials should be placed, including 4 inches of washed pea gravel, a polyethylene plastic vapor barrier, and 2 inches of washed sand over the vapor barrier. The 2 inch sand layer is recommended based on American Concrete Institute guidelines to allow some moisture loss through the bottom of the slab to reduce warping in the curing process. The sand should also aid in the fine - grading process of the subgrade and provide uniform support under the slab. The grade beams of the raft foundation should be designed using an allowable soil bearing pressure of 1000 pounds per square foot (psf), including both dead and live loads. The bearing pressure on the overall slab area should not exceed 500 psf. No increase in the allowable bearing pressure for transient loading is recommended. The perimeter grade beam for the raft slab foundation should be buried at least 18 inches into the surrounding soil for frost protection. Interior grade beams need only extend 12 inches below surrounding grade. The entire foundation must bear on the onsite sediments that have been recompacted and inspected as described herein. Anticipated settlement of the raft slab foundation founded on recompacted approved fill should be on the order of 1 inch. However, disturbed soil or soft areas not removed from the excavation prior to concrete placement could result in increased settlements. All foundation subgrades should be inspected by Associated Earth Sciences, Inc. prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms with the recommendations contained in this report. Such inspections may be required by the governing municipality. The friction coefficient for foundations cast directly on approved recompacted fill soils may be taken as 0.3. This is an ultimate value and does not include a factor of safety. It should be noted that the recommendations for a structural slab foundation, as discussed above, are based on a finished floor elevation at or slightly above existing grade (1 foot or less). If proposed site grading will require the placement of fill to raise the finished floor elevations in the building area more than 1 foot above existing grade, the foundation recommendations for a raft slab foundation may require modifications. As such, Associated Earth Sciences, Inc. should be given an opportunity to review grading plans prior to final design work to implement any changes into our foundation recommendations. 8 10.0 FLOOR SUPPORT If a timber pile foundation is optioned, the slab -on -grade floor may be supported on the recompacted onsite sediments as described for the raft slab foundation. The capillary break layer and moisture barrier should be provided as previously recommended. For the raft slab foundation, the floor slab is incorporated into the foundation design and should also follow the recommendations discussed in that section of the report. 11.0 DRAINAGE CONSIDERATIONS At the site, the upper fine - grained fill soils are considered to be moisture - sensitive. Traffic across these soils when they are wet may result in disturbance of the site. Therefore, the contractor should be prepared to provide site drainage or protect the surficial soils from excessive moisture as necessary. The perimeter of the building should be provided with a drain at the grade beam elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel (see attached Wall /Grade Beam Drain Detail). The level of the perforations in the pipe should be set 2 inches below the bottom of the grade beam at all locations and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. Roof and surface runoff should not discharge into the perimeter drain system but should be handled by a separate, rigid tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. 12.0 PAVEMENT RECOMMENDATIONS It is our understanding that the site will have two types of pavement sections. The drive -thru lane and dumpster storage areas are to be covered with rigid (concrete) pavement, and the remaining traffic lanes and parking areas are to be surfaced with a flexible, asphalt concrete pavement (ACP). These pavements are to provide a minimum service life of 20 years. Foodmaker, Inc. has provided traffic volume estimates of 1000 light vehicles per day plus 5- 18,000 pound, single axle loads from heavy trucks per day in the traffic lanes. Estimated traffic volume for the parking stalls is 50 light vehicles per day. These figures were used for pavement thickness design on this project. Traffic lane loading will control the thickness recommendations for the pavement section. The estimated traffic lane volume is approximately equal to an equivalent axle loading (EAL) of 100,000 over the 20 -year design life cycle. Our pavement design recommendations are based on this EAL value, and a firm, unyielding subgrade recompacted to a minimum of 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. Subgrade preparation should consist of grading the flexible and rigid pavement areas to at least 9 inches below the top of the finished surface elevation. The subgrade surfaces should be slightly crowned to drain to the edges of the paved areas. Next, the surface of the exposed soils should be recompacted with a vibratory roller to a minimum of 95 percent of their maximum density as defined by ASTM:D 1557. After recompaction, the subgrade should be proofrolled with a fully loaded, tandem axle dump truck to identify any soft or "pumping" areas. If such areas are observed, they should be overexcavated and backfilled with compacted, free - draining, granular material placed in 8 inch loose lifts with each lift compacted to 95 percent of their maximum density (ASTM:D 1557). Where the exposed ground remains soft and further overexcavation is impractical, or adequate recompaction of the free- draining material is difficult, placement of an engineering stabilization fabric may be necessary. 12.1 Flexible Pavement Design Upon completion of the subgrade preparation as described above, the leveling course and surface pavement may be placed. The recommended flexible pavement section for this site is as follows: 3 inches - Washington State Class "B" Asphalt Concrete Pavement 3 inches - Compacted, 5/8 inch minus crushed surfacing leveling course 3 inches - Compacted, 1 -1/4 inch minus crushed surfacing base course The leveling course and base course materials should be compacted to 95 percent of maximum density as defined by ASTM:D 1557. 12.2 Rigid Pavement Design Upon completion of the subgrade preparation as described above, the recommended rigid pavement section for the drive -thru lane and dumpster storage ares would be as follows: 5 inches - Portland Cement Concrete (PCC) 4 inches - Compacted, 5/8 inch minus crushed leveling course (minimum 95 percent as defined by ASTM:D 1557) All concrete should have a minimum of 6 sacks of cement per cubic yard and a minimum 28- day compressive strength of 4000 pounds per square inch (psi). The concrete should be properly cured a minimum of 7 days immediately after placement. We further recommend that all concrete contain 5 percent entrained air for freeze -thaw protection, and be placed at a maximum 2.5 inch slump. The wear surface should be textured with a coarse metal broom or rake finish to provide skid resistance. To allow for an orderly arrangement of the cracking that concrete naturally undergoes during curing, we recommend placement of contraction joints. The depth of the joints should be sawed into the hardened concrete, formed by plastic strips, or tooled into the concrete during placement. Contraction joints should be placed at a maximum of 20 foot intervals. If rigid pavement is to be used for covering broad expanses, contraction joints should be placed on a 20 -foot grid pattern. Expansion joints should be installed at 60 -foot intervals along the drive -thru lane. These joints will also function as contraction joints. The expansion joints should be 3/4 -inch wide. All expansion and contraction joints should be filled with suitable filler material. Load transfer dowels should be installed perpendicular to all pavement contraction and expansion joints. These dowels should be 3/4 -inch diameter (116), smooth bars, 18 inches in length, thus allowing 9 inches of penetration on each side of the joint. Load transfer dowels 3.0 • should be spaced 12 inches on- center and be set 3 inches below the concrete surface. Suitable wire mesh reinforcement, properly placed in the upper 1/3 of the slab, should also be provided for all concrete pavement. 13.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, grading plans for the site had not been completed. We recommend that Associated Earth Sciences, Inc. perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Principal Flower [XP? ES 5 1 Bruce L. Blyton, . P.E. Senior Project Engineer 40 SCALE M FEET EB-3 • 80 PR A n S MK 7CF 1 EB-2 1 1 1 JACK IN THE BOX #8481 13050 INTERURBAN AVENUE S. TUKWILA, WASHINGTON ACCESS/UTuTY EASEMENT EB-6 E� 11 ® EB -51 r TRASH 31 ENCLOSURE APPROXIMATE LOCATION OF PREVIOUS STRUCTURE (TUK INN) J SEATTLE CITY UGHT EASEMENT PARKING PARKING LEGEND EB-1 • Approximate location of exploration borbg SITE AND EXPLORATION PLAN 9205 -07G ASSOCIATED EARTH SCIENCES, INC MAY 1992 FIGURE 1 WALL /GRADE BEAM DRAIN DETAIL USING IMPORTED CLEAN BACKFILL (Typical) Vapor Barrier Typical Floor Slab 4' Granulithic Material or Pea Gravel Grade Beam y Pile Jack In.The.Box #8481 13050 Interurban Avenue S. Tukwila, Washington v . • tI 12' Minimum °\ Washed Drain ;d• •: Rock • .a 4• . ' mo ; • • ~ • • J • • • s • • 4 •.b•O o Yd NOT TO SCALE Clean, Free - Draining Backflll Bottom of 4' Dia. rigid PVC pipe a minimum of 2 below the bottom of the footing. 4' of pea gravel surround pipe. Perforations are in the lower 1/3 of the pipe. • ASSOCIATED EARTH SCIENCES, INC 9205 -07G J 1992 I APPENDIX co N EXPL SEDIMENT DESCRIPTION Moist, dark brown, black, and gray, mottled, silty, fine to coarse sand with gravels, minor organics and debris. (Fill) Moist, brown and flack, mottle-I: sandy silt with gravels and minor organics. (Fill) BOH @ 74' Refusal at 74'. Encountered qoncrete (7) debris at ( %) = Moisture content Jack In The Box #8481 13050 Interurban Avenue S. Tukwila, Washington RATION BORINt t 10 9205 -07G LOG ' EB -1 STANDARD PENERATION RESISTANCE Blows /Foot 10 20 30 40 • 21.9 %) Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We wiH not accept responsibility for the use or interpretation by others of information presented on this log. 5/18/92 ASSOCIATED . EARTH SCIENCES, INC EXPLdelATION BORING LOG EB -2. Asphalt SEDIMENT DESCRIPTION Moist, brown and gray, mottled, organic, sandy, silty clay with scattered gravels. (Fill) Moist, brown and gray, highly organic silt with minor pockets of fine sand. Moist to wet, interbedded, black, fine to medium sand and brown, organic silt. Containing plant pieces. Saturated, dark gray, silty, fine to coarse sand with gravels. BOH @ 314' * = Sampler bouncing on rock. (% / %) = Percent moisture /percent organics Jack In The Box #8481 13050 Interurban Avenue S. Tukwila, Washington S a. w 10 15 Wet to saturated, brown, oxidized, slightly silty, sandy gravel. 20 25 30 35 o 0. W Ca ttl I I I 9205 -07G Shelb Tube 12S1 • STANDARD PETERAT1ON RESISTANCE Blows /Foot 10 20 30 40 ' (45.6 /40.7 • Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We wiU not accept responsibility for the use or interpretation by others of information presented on this log. 5/18/92 50/5" 50/54 50/5" ASSOCIA'T'ED EARTH SCIENCES, INC It N c3 BOH @ 62' EXPL RATION BORING LOG L -3 SEDIMENT DESCRIPTION Jack In The Box #8481 13050 Interurban Avenue S. Tukwila, Washington — 2 Asphalt Moist, gray and brown, mottled, silty fine to coarse sand to sandy silt wit}r gravels and minor organics. (Fill) - Wet, black, silty, fine to medium sand with gravels, containing clasts I 11 r a . W — 1 9205 -07G STANDARD PENERATION RESISTANCE Blows /Foot 10 20 30 40 5/18/92 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We will not accept responsibility for the use or interpretation by others of information presented on this log. ASSOCIATED EARTH SCIENCES, INC j " Asphalt underlain by dry, gray, cobbly gravels. Dry becoming moist, brown and gray, mottled, gravelly, silty, fine to coarse sand with asphalt pieces. Wet to saturated, brown and gray, mottled, sandy silt with gravels and 1 minor organics. (Fill) BOH @ 61' EXPL6RATION BORIN LOG EB -4 SEDIMENT DESCRIPTION Jack In The Box #8481 13050 Interurban Avenue S. Tukwila, Washington 1- H a . W W J a . 2 0 I 9205 -07G z � W � O CC /MI STANDARD PETERATION RESISTANCE Blows /Foot 10 20 30 40 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We will not accept responsibility for the use or interpretation by others of information presented on this log. 5/18/92 ASSOCIATED EARTH SCIENCES, INC EXPLC1ATION BORINq LOG EB -S a. o Moist becoming wet with depth, brown and black, mottled, silty, gravelly, fine to coarse sand with minor pieces of debris. Containing less gravels at sample 5' -61'. (Fill) BOH @ 7' SEDIMENT DESCRIPTION Refusal at 7'. Encountered concrete (7) debris at Jack In The Box 13050 Interurban Avenue S. Tukwila, Washington x a w c — 10 1 a. 2 m 9205 -07G A� M = r o¢ Ce 12511 STANDARD PENERATlON RESISTANCE Bows /Foot 10 20 30 5/26/92 e 40 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geoogic interpretation, engineering analysis, and judgment They are not necessarily representative of other times and locations. We win not accept respons+bnity for the use or interpretation by others of information presented on this log. ASSOCIATED EARTH SCIENCES, INC a Q N Moist becoming wet, brown and black, mottled, silty, gravelly, fine to coarse sand with minor organics and debris. (Fill) Moist to wet, brown, organic silt. Saturated, interbedded, black, fine to medium sand and brown, organic silt. Saturated, black, fine to medium sand. Saturated, gray, sandy, silty gravels to gravelly, coarse sand. Jack In The Box 13050 Interurban Avenue S. Tukwila, Washington EXPLC'{ATION BORING LOG FB -6 Page 7 of 2 SEDIMENT DESCRIPTION x ►- a W 10 15 20 25 30 35 a =w 2 O en w3 I I I I I I I WD STANDARD PENERATION RESISTANCE Mows /Foot 10 20 30 40 Subsurface conditions depicted represent ow observations at the time and location of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We will not accept responsibility for the use or interpretation by others of Information presented on this log. 9205 -07G rAali 5/26/92 ASSOCIATED EARTH SCIENCES, INC 53 • 65 • ;* of 78 • U As above. BOH @ 361' EXPL.1ATION BORIN( LOG EB -6 , Pa_e 2 of 2 SEDIMENT DESCRIPTION WD = Water added while drilling to prevent sand heave. 40 * = Sampler bouncing on rock. Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We will not accept responsibility for the use or interpretation by others of information presented on this log. Jack In The Box 13050 Interurban Avenue S. Tukwila, Washington h a uj O iii 0 a =w 2 0 t en 0 STANDARD PETERAT1ON RESISTANCE Slows /Foot 10 20 30 40 9205 -07G 5/26/92 1 1 ASSOCIATED EARTH SCIENCES, INC 72 ;F STORM DRAINAGE CALCULATIONS FOR JACK -IN- THE -BOX RESTAURANT TUKWILA, WASHINGTON OUR JOB NO. 4639 OCTOBER 2, 19 BARGHAUSEN CONSULTING ENGINEERS, INC‘; 18215 - 72ND AVENUE SOUTH KENT, WASHINGTON. 98032 (206) 251 -6222 GENERAL INFORMATION: This proposed project lies in the Northeast corner of the Northeast quarter of Section 15, Township 23 North, Range 4 East, East of Willamette Meridian in the City of Tukwila, Washington. The total site area which will be developed on this project is 0.99 acres. Of the total acreage, Parcel "A" contains 0.63 acres and Parcel "D," located south of Parcel "A," is 0.36 acres in size. The portion of this site labeled Parcel "D" fronts on Interurban Avenue South, for approximately 173 feet of frontage. This site is currently surrounded by an existing Union 76 Service Station on the •north, by a truck maintenance facility on the east, a BP Service Station on the south and fronted by Interurban Avenue on the west. The existing site is approximately 20 percent impervious with existing asphalt pavement on the site. Approximately 10 percent of the site area has existing landscape or graveled area. The existing site's impervious area prior to development is 0.89 acres impervious and 0.10 pervious. The existing site currently slopes from west to east at approximately a 2 percent cross slope. OFF -SITE DRAINAGE CONSIDERATIONS: The off -site drainage, which is adjacent to this site, predominantly flows easterly towards the existing truck maintenance center. The existing site currently drains easterly towards the northeast corner of the proposed site to an existing catch basin. From this catch basin, an existing 6 -inch storm line proceeds northerly to an existing catch basin within the parking lot area for the truck service development. Based on the proposed finished development, it appears that the final grading of this site will not allow any existing adjacent drainage to enter onto this site. However, some minor quantities of run -off exist, which will enter onto existing adjacent properties from the entrances to the proposed site. Drainage within Interurban Avenue South is contained in a separate stormwater collection system and will not enter this site. It appears, however, that some drainage enters the private access road on the north boundary of this project and proceeds northeasterly along the access road easement. ON -SITE DRAINAGE CONSIDERATIONS: The pre - developed impervious area is 0.89 acres. The post - developed impervious area is approximately 0.77 acres. As can be seen, the total impervious area from the pre - developed area to the post- developed was decreased. Therefore, the net increase in stormwater run -off will be less than the pre - developed conditions. As we have discussed with Mr. Phil Fraser with the City of Tukwila, no storm drainage detention will be required and only limited stormwater treatment will be provided. As documented in a letter, dated September 16, 1992, to Mr. Phil Fraser, we have a documented agreement that the stormwater storage requirements would be waived, given that the site is relatively close to the Green River. We had also agreed that the biofiltration would be incorporated where possible on the site, to add some treatment of stormwater run -off. It was not a requirement that biofiltration swales be incorporated for treatment of the entire site. To help mitigate the water quality concerns, we have shown an oil /water separation device located in the release manhole prior to outfall into the City of Tukwila storm drainage system. This storm drainage manhole and release structure with a "T" device is provided in accordance with the King County design manual standards. The on -site storm drainage collection system is sized to convey a 25 -year storm. The grassline swale was sized also to convey the 25 -year storm. 4639.001 -1- DTC /tb DOWNSTREAM DRAINAGE ANALYSIS: The existing storm drainage from this proposed site outfalls into an existing catch basin, located along the gutter line of Interurban Avenue South, which is bounding the site on the west side. The stormwater then proceeds southerly along Interurban Avenue South through the existing storm drainage collection system, which was most recently constructed for the new roadway improvements. From this point, the existing storm drainage system proceeds southerly along Interurban Avenue where it eventually outfalls to the Green River. FLOOD PLAIN ANALYSIS: As was required by the City of Tukwila, we have analyzed the 100 -year flood plain in the location where the proposed structure is to be built. To review the FEMA, it was determined that the 100 -year flood elevation was at elevation 14.3 (NGVD). The 100 -year flood plain was analyzed using the flood profiles in the flood insurance maps, using the Green River (without levies). Enclosed in the appendix of this report is the FEMA documents, which were used in this analysis. BARGHAUSEN CONSULTING ENGINEERS, INC. VICINITY MAP BARGHAUSEN CONSULTING CONSULTING . ENGINEERS, INC. VICINITY MAP BARGHAUSEN CONSULTING ENGINEERS, INC. VICINITY MAP RIPE SIZING ANALYSIS - DEFAULT` C= '0.80.. n= 0.012 d= 12 Tc= 10.0 - Note:5et default values before entering data. C81 - . SALE. C82 JOB ' a 4639 TO BARGHAUS£N CONSULTING " ENGINEERS - PIPE FLOW CALCULATOR .'.using the Rational Method & Manning Formula .Renton- Seattle 25 Year Storm SUALE 062 • CB3 CB5 . 0.12 0.22. 44.0 12 12.0. 0.012 0.80 0.12 CB7 ' ' 0.16 0.22 69.0 12 12.6 0.012 0.80 0.28 0.12 0.08 0. 0.22 67.0 0.20 26.0 0.20 98.0 21.0 76.0 20.0 40.0 JOB NAME: JACK IN THE BOX, TUKWILR OCTOBER 2, 1992 L d Tc n C 12 10.0 0.012 0.80 15 10.7 0.012 0.80 15 11.0 0.012 0.80 12 13.2 0.012 12 13.4 0.012 15 14.1 0.012 12 10.0 0.012 0.80 0.80 0.80 0.80 A = Contributing Area (Re) C = Runoff Coefficient Tc = Time of Concentration <min) I = .Intensity at Tc <in/hr) d = Diameter of Pipe (in) . L = Length of Pipe (ft) D = Water Depth at Qd <in) SUM A A*C SUM A *C I Qd 0.09 0.07 0.07 1.75 0.13 0.32 0.18 0.26 1.73 0.44 0.98 0.78 0.78 1.67 1.31 0.09 0.07 0.07 2.00 0.14 Qd = Design Flow <cfs> Of = Full Capacity Flow (cfs> Vd = Velocity at Design Flou <fps) Vf = Velocity at Full Flou <fps> s = Slope of pipe CO n = Manning Roughness Coefficient Tt = Travel Time at Vd (min> 0.12 0.10 0.10 2.00 0.19 1.81 0.106 0.220 0.221 0.20 .0.06 0.16 1.94 0.31 3.13 0.099 0.200 0.212 0.20 0.00 0.16 1.92 0.31 3.13 0.098 0.200 0.211 0.10 0.10 1.83 0.18 1.81 0.097 0:200 0.209 0.13 0.22 1.80 0.40. 1.81 0.222 0.300 0.318 Qd /Of X 0,d 0 VP Vd,Vf Vd Tt 2.65 2.31 0.647 1.49 0.75 3.18 2.55 0.630 1.61 0.27 3.16 2.55 0.627 1.60 1.02 2.51 2.31 0.624 1.44 0.51 3.82 2.31 0.802 1.85 0.62 1.81 0.070 0.160 0.180 2.16 2.31 0.569 1.31 0.27 1.81 0.245 0.320 0.336 4.03 2.31 0.825 1.90 0.67 3.50 0.375 0.420 0.423 6.35 2.85 0.928 2.65 0.13 1.81 0.080 0.180 0.190 2.27 2.31 0.587 1.35 0.49 SEP 2 9 i:i'� BARGHAUSEN CONSULTING ENGINEERS, lNCf "Land Planning, Survey, and Design Specialists" Mr. Phil Fraser, Senior Engineer City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Storm Drainage Requirements for Proposed Jack -in -the -Box Restaurant Adjacent to Interurban Avenue Our Job No. 4507 Dear Phil: September 16, 1992 8 f� �' 3EF'.1 J 1`9i I am issuing this letter to confirm with your office the storm drainage requirements for the proposed Jack -in -the -Box restaurant on Interurban Avenue. As was discussed earlier with Mr. John Pierog of your office at the pre - application conference on June 4, 1992, it was indicated that storm drainage detention would be required per King County Storm Drainage Standards as modified by the City of Tukwila. At that time, John also noted that stormwater treatment requirements using biofiltration and oil /water separators would also be required. Subsequent to my discussion with John, I had contacted you and requested additional information on stormwater requirements. Following our phone conversation on July 8, 1992, our discussion concluded that due to the pre - existing conditions on the site, no stormwater detention would be required. This detention requirement was based on the fact that our improved site would create a more permeable area than which is existing on the site currently. In addition, detention would not be required due to the site's proximity to the Green River. We also discussed that biofiltration would be incorporated where possible on the site to add some treatment to the stormwater system. However, it was not a requirement that biofiltration swales be incorporated for treatment of the entire site. It would be required however, to incorporate the oil /water separation device such as a "T" per King County Design Manual standards in a discharge manhole from the site to provide some oil /water separation. Please review the items listed above to confirm our conversations regarding the stormwater requirements. Should the above information be a true and accurate description regarding the stormwater design requirements for this project, please sign below and return this letter to our office. By: Sincerely, Douglas T. Conyers, P.E. Project Engineer DTC /kab[4507C.005] cc: Mr. Chris Smith, Foodmaker, Inca Mr. David Hills, Freiheit & Ho Architects, Inc. P.S. Mr. Daniel! alme11 , Barghausen Consulting Engineers, Inc. Mr. Phil Fraser City of Tukwila Home Office: 18215 72nd Avenue South • Kent, Washington 98032 • (206) 251 -6222 • Fax (206) 251 -8782 California Office: 4612 Roseville Road, Suite #103 • North Highlands, California 95660 • (916) 348-3057 • Fax (916) 348 -0953 a ' POI V ?Iii: • 1- 1 : y;.�li ]; COMMUNITY';�'' L Fr ;,. t "• NAME "'i i .Fr_ !s ,,,- I .�y .A.1.V,i TI , TTY ... CITY O F:.t .' «:.. • • •:ti ^• "t.t ' .'�, BELLEWE.an'°F. i : :. : 7 + a -1- 4,360 63°° 7 7 4 3 : } ` : • BLACK Ci'MAC ND Ci'YOF�‘ :: . Q 302 FI';•; • • ` CARNATION.' CRYOFr•�N;;...1„':.i: '`: . Y 5 30 0 7 7 ., , ,tir ?.n ^ DES MOINES; C OF .. vr� , ? t . 630077 y i m , f coWALL.'CRIf OF- , J r ` y.r �.t 3 : - i '. ENUMCt txrY of .y ,.• r. ,.? os,1 e `' : ISSAOUAN. an. 0 FJ 3: ' i �,i: • . ' : � 30078 \KENT. i�• : ' • 4� .1: KING CC)U lSiCi 5 ; • ., A y , UNINCORPORATED AREAS : • ' . 5 i 7 4 . ,SJURKLAND. CITY OF .. • i .. •. " :::.. :". 530091 .?;L' •. LAKE ' E FOREST PARK. CITY OF ;.: 4 Zp300 , ,, _ MANDY PARK. .CITY OF'� ...'.. •. -:'. t,'b30084 q �. ':'•, �'.,i'.�` NORTH RENO, PITY Of, ' • ,. 1530085'.. PACIFIC. CITY OF . • ...... .... • • ." ; i \ REDMOND ', CITY OF'':; - RENTON. CITY OF :•.; : . '.• . :•..•. ; . :630088 SEATTLE. CRY OF ; • : • • • •.',-, 530089 •530236..• y L• � + vr '•�drR�K�s SKYKOMISH. TOWN OF , SNOQUALMIE. an Of ' TUKWILA. CITY OF • 530091 15 ZONE AE w z w ---- STREET - ZONE X ZONE X CITY OF TUKWILA 530091 \\\CORPOflATE \ coR p cF iAlt• \ \ ' LIMITS \\;\ \ . \ , \ \ \ • \ \ \ \ \ •, % \ \\ \\' ..., \ \\\ \\:,,, \\ \ \ \\\\::\:\ \ N •., \ \ \ '',... v. -..- .//\\_// Aidi ZONE X 0 (0 to 0 O 4 . 1 ;_.:..: . � _ ;_ • - • • BETH AVENUE SOUTH - • 4 ..1.. :CdRPO'RATE LIMPS CITY OF TUKWILA . 1 m ,7 m Z v 1 0 ELEVATION (FEET NGVD) 0 ... I : • . . 4 0 • • -+ N O 0 1 ..1 L... .....i...1_;.....1.. ..4 . -�-. I 1 . ...i -, • L..L 1 _i_.i......._....1. _} _i.{_...I_ LL-- -- . , 4 _ _ J ,. .j. ., ..1..4.....4.1. , ..._i -L _...1_._. .1_...f.;._.I.1..i • i 1 . I 1.1 ,.I_....;.. I. f.. •..! . 1 • i • , 1 { • • , '42ND AVENUE SfiLTH,.f I •' { ' , 1 :.:..4 .x......1...1. .; ,.... �..}_ + — ....- , —r..1 j 1. . i .... 1 . .1. ».... • , • • • . :.1.. I . i 1 ,. i.. 1..t.. I . ' . 4..: __ .,_....� 1 1 .i .4__ :.._ ._L .x.....1...1-- ,.�....1.. ... �,..J :_.1. ---I- ... _�-�. i ..!. -• CvORFt �.- jy .1 ..... .. ^l ...J_.i.. _ .1_.4.._, 1 - .I......L.. ... 1.. .a ..1.4.. 1 .1.._i__1.__ _.---- _ — • ., .....,.:..,_ I. ....0 TY'OF'TUKWILA ' 1. - -L_i I : G -, .1 • 0 . ., 4 .. CO�RPORATE•LIMI S I - -1- I- ,.. -- _...._. . . . , . . , 1. , . •...,........ .1-1---1--- - . I • • • .. • ..1 , , I• I, — 0) Q1 V 0 0 m o 0 O a N 4 • • . • 1 1 • . • • f) 0 en n Q) Dm z0 :i 4 - 1 1. I. 1. i 1 I . •. :C RPO'R'ATE LIMItS CITY OF TUKWILA 1 • • • • 1 .; • • 0 • m T 0 0 O r m m Z 0 ,.'1 ; 'i 1 KING COUNTY, WA AND INCORPORATED AREAS • 1 1 1 r 1 •• , 0 FEDERAL EMERGENCY MANAGEMENT AGENCY fw 0 1T _l_.1. } 1_.•. • t , - .I_l_1 -i 1•a,.I_. • , . - t .1._ .J._ .. L. ._. •.i�i- j_ _.l__ __!.. ..�. -, 1 f...i• 1. L. • . • .. A • ,. .�` i _... 1._1..1 1. I._v _t+�•._J- ••L..'..1.' 4 �t I • • • • .3'. 1 1 1 , • i , • • 1 1 1 I . {. 1 ; • •- r _-1 - .J 1 I. t. ..1 - .I I.• { I.j.• + { .J... ... . {.. 1_ I l 11 1 I I 1 { • • .. • 1 • • ; 4 I ` : : 421\ D AVENtiE SOL TH • laa .,•, • . „. . .... . _ ..1 .1 -4-4..4 • .. L . 1 j 1 i -..j ' 1. 1 . {' 0 _.•_ 3 - ;. : 1 . _1_.1..1._ ! ; _. _�•" •. ; 1 • • • • • •• { 1 ; • • •• 1 I ; . • 56TH AVENUE SO 0 : 4 • I • . I • • • 4 • • .i 1 .•••• .t.1 - 1 • • 1.I . 1 1 • • • _. 4 { . ;. • ;. i.. 1 .i 1 ..1...1 -._1 ___1-_!_141 . 4.1 .1.4.1._:..1- }.._ 4-.1.- ,-- , I .. ; i4--i-'.1._ .j.. -,_. I. L - ; 1 i • .4 - .L•. - -..- - i. 1.— CITY 1 .0F'TU ' KWIILP - - 1-1- -4 -_._ . 1. i .._ -: 4 1 • . C.O RPORATE•LIM : ITS - 1- !..•.. ..,_...1. • x.1...•.# ;-- 1 -+ I NTE R STATER O- UfE' -5 . i.. 1 -.. i.. I . - FLOOD PROFILES GREEN RIVER (WITHOUT LEVEES) 1 - -I - - ml-cn- f_. _.L. ." ._- _ .___ _ ., .I_. ..1. » ' :i. '4 - - COI#RFOR' { T - L - IMITS - -' i . 2 - - 1 'I - 1 • • . - _. bF.'�UII;WIL _. yy - • 1. I J 1 ., , ..I. 1. .r 1 �. .._ . � �') 1 . 1 i CORPdI4ATE!I: Q - hairs- - Q ITY-OFT 1 KW LA• -- __.1 -. _1 - C n = 0 R4 E�L 1-t1--_-.-1 ITS -1 -.1_ 1 ;. -. , _ ` •,.1. t. _ . .1...MITY OF•TUKWI�.A -• }- 1-2 -._... ;, . 1 ., . I • { 1 . - ; 3.'i ,..l . ..3'i' • ..:I • P i ta_ •_ • 1 if :.i_ _.... _ -. }a •._. . I .1..: 4 . 1 L A . j _ � ...1. -. . i..' - .._ ..1 1 ;CITYO�UK -A CO PORATEILLIMIIT$ ! ;': • • CITY OF TUKWILA • 0 -3 - -- CAE 36)( 741/43 'P\At L L‘P> NIS cAu..so 4;60 gpA4 ReTiotzTe:t. seAmBett46, 744 4 . - -"r The A c. A- L kw( Dose _ AS. ViLAI0 Mi sWow . sn>z AISL.. Age 61%4 Y zit". - PeTem 4i )46114 - 11(141 4- CI tat. 7 kle ce:src 4E4. -rkzeb seoc..r _ TA ItLES _ Mot Ile las maVe"0 _ Rev VC Oce. LoA0 TeC) A 44.y. 90 - Petzsom S Nig L ;BY WINDOW NEON , SIGN: CON,I Iwo 1 tm TO . PROVIDE J X '.ABOVE CEILING FOR •DIREC" i' .CONNECTION. ®r0; ; y lia 11: HiNg NMI lib • 6 iaNiMC. 04213 IVEINIONIM umspelma 2511151 ®!dw waiwunww m GL SA TR GR FO 0031 Co • TR RE RE RO Na 0035 LO NK "8 S1 Pi FY Pl( • , N( S! •• f�( FI si . HI Ri • 0049 f 0 • . 004? PI q : 0043 . M hi < 0044 E 0065 0 t 0 0�67 oo4s H 0°48' V l�1 ►,e 0049. S . S ITY S tOt • . r . E 0052 - •.0053 0056•, 0055 . E 0058 C 07 '. ..005$ 00'70 • F TO. FROM. DATE. __,O..c.:c4WA.Aie /992 SUBJECT: MEMORANDUM v i At AP /V.6 L),77".4 15 .4 IA/ /FEA: l(A7734.-://.47y. CITY OF 2CKWILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 (206) 433-1800 j a4 i/v4 1/h-:s. (P92 -a/A?) A If I' • .0 Ar p,q/7,7 A72 A-AcW7,./4/ i) AO A' / .2. ( .47,77cA,, v /4.(7/1/.1).6 SG/a/W 7,Ve 1, "Cf2 - 7";(4 ,5718/-1/97:091. RYAS /11t c/r' /4/6 • t.... .. • ,. • • • •, ez ceN/44/7 7. /.2//07/9.2 /Ms' fe& / 1/4"; • / 1/0/.0 D1/7 ,�R/Y,7 /Va. /W 7.2- -429.3" Xs' /f /A/ • v 1,4740t077-771/7-0cafiY fr C',/V/ 7E e/TY 11774.47.3 • • Sincerely, John Pierog P.E. Public Works Department City of Tukwila 6300 Southcenter Blvd. Tukwila, Wa. 98188 RE: TRAFFIC IMPACT FEES JACK IN THE BOX 1 8481 13028 INTERURBAN, AVE. TUKWILA, WASHINGTON Chris M. Sm. Sr. Construction Site Engineer cc: Joe LoBianco Greta Pass Dick Clark David Hills December 10, 1992 Dear John: JACK IN THE BOX RESTAURANTS agrees to the traffic impact fees of $19,031 based upon the project review findings of 714 vehicle trips per the City of Tukwila's Public Works. Department. JACK IN THE BOX RESTAURANTS further agrees, that all impact fees will be paid prior to the issuance of a Certificate of Occupancy for the project referenced above. If you have any questions, or are in need of additional information feel free to contact me at 206 - 575 -1895. Thank you. A Division of Foodmaker, Inc. Real Estate 18161 Scgalc Park Drive 13 Tukwila, WA 98188 206/5754895 RECEIVED DEC 1 01992 TUKWILA PUBLIC WORKS CITY OF It KWILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 MEMORANDUM TO: ,,2E.PWiT ( v2 ? FROM: L /��i' fl. / zff*.p2q DATE: /)1 4 19902. SUBJECT: • �= -'= - (206) 433 -1800 Ire of i 6a' ?J 77) ,c,�7vL4 , Z f/ 14L G' ./9%?17 A/T iP A3q.P TiCJP137X / /At US7 dF' ?1/?Z.Pi',e 4A i r �✓ � ,�. 0 ,e / A/7 $ ,33vY/7 ,v7 7 774'4' C//Y /39 ,f ?1? c. e� ' D e7/7 UT - 12172 s .72VSP .&'CaV'P • `oVD o'T P4,f/1/7 ,°W9 -O 295 /4/ 7 s /" , 5 3 .s" /svc& yie/A: o ,q fr N J', W44 7 44E4 Y. 7-AVX • Please find attached four copies of the Seating Plan (All) for the subject project. These are being sent at the request of Mr. Chris Smith of Foodmaker, Inc. for your review and approval. As the project is under construction, .1 would appreciate your timely review. Please feel free to call me if you have any questions or comments. Sincerely, FREIHEIT & 110 ARCHITECTS, INC., P.S. • • , ' • • : • .-.9220301 .DOP June 10, 1993 CITY OF TUKWILA 6300 South Center Blvd. Tukwila, Wa 98188 Attn: Mr. Ken Nelson: Dear Mr. Nelson: ,P4,0//xAffr' • David S. Hills Associate cc: Mr. Chris Smith FDEIHEIT 0 110 APCIIITECT8, INC., PA Evergreen One, 10940 NE 33rd Place, Suite 202 Bellevue, WA 98004 (206)827-2100 re: Jack In The Box Restaurant /Interurban Avenue / Tukwila, Wa • RECEIVED CITY OF TUKWILA JUN 1 4 1993 PERMIT CENTER TO: J ar P FROM: ROY" C CITY OF TC.W /Lr1 DATE: '7c c. 1 da 1 9 R SUBJECT: s a4.)G h vX 0 ,-, 1 y + {r -rrAo on "Ne %t- ' ,.,34 ett'd� \efkr- ( 15) I °1 d 3i" .tA,0.rks i e C-ar, b¢ rae.1 ea.sov, I1H CON1011A 5 SVeti r, MEMORANDUM 6200 Southcenter Boulevard, Tukwila, Washington 98188 r S 1 e' A C .► e r �r'i S (` v G i (3 P► <2 r vel t+ S e ) (206) 433 -1800 1�� `� spy -•,1 C-F 104 "y 6,1- C- �•►r E Pc rtr . f Ccort ri^ 4 ,n 0 , rffotiree. 1oAC. vao aMPta�b ,J... 10 -19 -1992 07:19 714 937 5255 TM TRUB JOIST MA011LLAN A UmItwd Partner/411p TO: CO: RE: NUMBER OF PAGES INCLUDING COVER COMMENTS: FAX TRANSMITTAL TRUS JOIST SO COAST SALES FROM: lAticrir'U-a-treAkz9 TRUS JOIST CORPORATION 2100 WEST ORANGEWOOD, SUITE #150 ORANGE, CALIFORNIA 92668 714 937 -5055 - PHONE (714) 937 -5255 - FAX P.01 ,,nderstni " d thni 111 FILE efkD: C53D-' C 1 f I� • "J1 0 5 19921 6MA1-HAN & DESAI.UO, INC, 1Q -19 -1992 07:19 714 937 5255 - Z 4 5 4 614ow SAN. MOO; CAUF. 92112 f: P,O, BOX 7e • 5 � agt, • • • - 11416 �---�: 1 2 3 9 S e. .7. 'I.OGA rI pIJ ' ' a L.,044.3-101-4 rL 4 r TRUS JOIST SO COAST SALES P.02 BUILDING TYPE_7CP qa BY 't:25 DATE 7 ' 11- 91 SHEET N0. I OF f„ c- 444°1 Liu kaevj P.O.' 902 70 93 SAN DIEGO, CALIF. 92112 . Par. MAW" ArAprAl2rMArrApprAWArAp 1■11 WNW L 11 4.'gaOM -. 20"' 4 K' GA S E= 2. . 15255 ` K I N TRUi Jg I� T S�C� SAt_E u 0 H ' \ \ \�li .-.. l e- tom (, 3077" G ;kS.alle• 'SPsNN* . CA6 1 0. W 1, 10 11 ,/, b l. . 5'e;) 4 /1 L-L i re A 6 2 : 1111 a mok bL go t 74 O ktow tic FT) 4.6 LO,G0A( G!.1►,1.. 4 ! 540c+ Bt. c, stew,'" 86. A.ze..sti -APB► „ ± 0,4 0 AbL loo ° /c .' L• 4, *it Lt. .5 .1/t t.-L- + lob 1.1..(,SNow b 2.1F • 1) .. — .7"rrus5 * 2, 17 Nth. P. 0 , c. BUILDING TYPE 7GP' Ic a Y 1 1 BATE 7 U SHEET NO. 2- OF : T:F.11. - .4F46k1Z.P . 1 _742. 0 0 p 6-2M /. Did 3 9 14+ s ' 1, I S T MA ! ,ud5a,42 i . $too p F ' ,. . •/.6. 2. G4. r � ARP. , ; ta, eox IBS SAN DIEGO, CALIF. 92112 4- 52o PL.- / (v Z• tsi•• 10014. 0.000 • G A S PL. • Z L. L.• ,‘.. ,Nb le j ff N- 1 AreArr Ai de ''aZ• tl DI- G ASG t 'ea. t LO A p ID 6.4 GASB ' wiz eDq0/1 D .e, /l t L k 5''!' /1 1.C" SNOW • v/Z (2.7x8 � 4 t®8 o wr 1.$t-464./ bIZIF'r? 1RU.4.6 L0c,itvC 4 I P1 V✓2 ( w z. 4k 52o , pu 1 02!01• �� 1'\1 \r I. a II v'li .1 e ti 1 �?it z 52 /I/ 2 = W I x 62 or-4 30 52 5 rt, 1.N TRU I ST S CO • ' T SALES P4 BUILDING TYPE �76E9d BY �S rE'1- II -Ot•I SHEET NO. AY Of AFAVAMIP1027" wit! w�r�►r�r: "W I w1 W ._.. f -€.o" , , . (L74� c4 �.+�. _r*A�t) 'L. , I oet$ 41 A 44 £L � , $20 � /tl.1.. .. (ss4c v t)21l:T) "Ii2,USS # , 14 •. :p;N -6AIzD • 1 _4 ' P Pe., 200 dal. (Ac. uN11') P8L (4 ' 1= P2. 6•6a 'sax CAC. w us5' .:5) 15 - us .� � i 2,1'1- D D I �II I Q if '3 oN ':► -,`'I u c;c4ztiag. 6P 41) 3 1 !Rt. P.G. eox 793 SAN OIEGO CALIF. 92112 Le R .. ;5.5....' OcAl F4 62.0 pt., J lo2 4 7SA u rk 1 14 TR aT SALE ;v , -•: aS E �� WIr S 2 ti t! W., 1J /1 41✓ _ -CiA5g z= VII SZ /, DL Boy( IA. ( 40 x 4) = I ( Of ..�C» _.. I7.i1,pl'.. 524 DL. ArAlervALIZWV62, •••%, a0 I 0 ,11 g 0 l7l.r /i LA- 4A6* 7. s %i 1 % 5 ', Pi-) .11$ L le g s (60x At, ----- 4 . ( :$t4I►�v DZIFTT)+ ".,.c� I , i Z. -D ), Put. = Ps= @al 4152t( v* (4 4 F PS psz Pt *1z u. � .'a L Ae►dq'1'' c )14. 4 ra.14tNizto 5 di Dom... I 5'20' 'p�. � 1 !'°' !. ! • 'I . lvZ UL-. W2 we %-s......, °.° . 7 1.1 2 ''.. 4 t) ■/ r ed r Adr Ar Adara ''''' we 3 2. ea," . 3( 1.711 61ryIrct,► 1"AN BUILDING TYPE 7 C,1" - BY 13 5 DATE ?" II "ci 1 SHEET OF - rii06 ' 7, 46 • r• :•14:AN 6A1.D 11410 122nd WAY SUITE 306 KIRKLLIxIG, WASHINGTON 98034 (2013)g20 -6060 a r G 0 7 1992 „IA C L 1 rn TIC' B �X TUKWOLA, WASHINGTON STRUCTURAL CALCULATION SEPTEMBER 1992 AEM # 92002.03 RECEIVED CITY OF TUKWIlA OCT 5 1992 a --1 13 13— A► ENGINEERS, INC, date checked date sheet no. job no. gaood. A ROOF LOAD PL ,Z v of/ -,/ >,e`JJ 0 4- ' h Z J "•!sdL/JT /e, / ) , „ NJ0G, P7 /fG� ?.e* ENGINEERS, iNC, project subject f s, O ), GL /1? )7/ ) 3 . f' /„, ‘,/-‘ g date . Checked date sheet no, job no 92pay,4P3 7 / 7 »61 cg.) ,e,. ) (5 .- " PGA. ) e, P vG = • i.5' 7"," o >c g• 4= rG6 z .x ,4 :5`Z sG r1 - G •✓l- sue ��.'�r G�� -�-f ` ' 4 w '.43; ENGINEERS, INC. subject date checked'• date. sheet; no. job .no. . JoJ...0-1/ : y s p ; r �t�J ".�' 2 1 I 17- e c, I I ro. ■ .., �..2 chi. ..' ..,,,,c. Gf01,n✓o ,P% �GafJ�si u/ r.a 3 2 0 I • 0 • r ,P ,A . z 2,4" °G , .1 • ) p, o Ps 10 ) tl 7 e „ m subject by date 9y-9Z- checked sheet no. job no. ENGINEERS. INC. date 4%9 4173 O,[iZ 1$' q- /.J 4', 14 zoo ►- ,4 o,3a )1e.1 1-1.1 /4 , ><, by ; :;,� 1 ; sheet no. date checked ENGINEERS. INC. dat job no: 9 04, . ° 4. :; )11X4'. «7',g� ,.4 )o• 4k3L7W os) V 6', !Ni '4-5s 114. .; el dr : e: z 7¢) 47: 44 )7. Z6T /�f,39 2 ,3 - 1A 7 z e 4.7 YLF A` ksiiiptit„ M ' ENGINEERS, INC. date 9 -,4. checked. date . sheet no.' job no. f o t tvvz, e M ma. ENGINEERS, INC, subject project ) ) ) z • .... 6:9 � x )Z #I • Z1 .5', 7 VV./ cp, •:A Je- dc ) , ' • • . • by date •"'"9 checked' date )4 1 .sheet no. job no, y'L 4 N A • A 1 §-St‘ ,„ M EEL ENGINEERS, INC, subject by date checked date• sheet no. job tiu, 7-yip 4-x r1 >,i.SX1z 1 0 {z.i _5 €< BJ 4 - __7 'Y �b "' 7 •J) 1749',4 5. j ∎. , •, 17)) , )< )7x) t)4yi .3. ••.•1 •% .A • 234- • • 7:<9` • p;-t- �� -J�a ✓ 7l T ice °�'� ! . subject ) ;07 X1,33 n . a a, 297 lG1 by s date 9r9�. checked 128 4.73 d7 )4 sheet no, job no. ENGINEERS; INC. date 9Zo472• °3 by /9 ,!ls sheet no. job no. date checked ENGINEERS, INC, date 920 P. 0,-3 •ou qof 'ou hags a)up pa,oga a ;ep 'ONI 'S»33NIJN3 lt k I N 1 l a ( '2,'.;, )c- /K4e, , f 6:4 cp '�'� - y Cam~ fa rt: r 17f/'1/J c '5> 1-s 2 / 2 ^ -7s; -f('• 2' 1( %/�.s' r0 z �! L2£ G✓ wu v GK" yr ( 7 ( 7 ? ! -5"6l $ : 2-C X. T ;; 5 L - 77 a�g7� x.zE .- 670) 2 7.76, ��Q am ` r'2� x Q � ( 7 7 . •-, ?2'. A :1""— Z ENGINEERS, INC. )8y rZo .v G�v , 3 27 .w.c,k) ) ) v 1 � AS 773 3x )Px 0 3 ..>< )4 V yo, Z. ca. r :352 ,e G�s~9 307 -t G)"je? ) Cam) # 7413 Id'A ,.13/.•Z 45-n PS p! J e , Z..0 X 8O 04 project ? , %I T-z.,/,e v✓ /i/f .. subject .P01/ 6f.0.Aj .ro,1 7 by date checked date , Pf sheet no. job no. 1700 -7 ---� ,mo` �L= 49 1 <25x 14' EX7 6;4 13 V.',0 oLy/.CI n)7 ZO, 9 .. . 7 % L j‘ r 1 )C .0.■ 3C )7. d , f �G , >4 y'' �IJPf��JooP�� 6 ENGINEERS, INC. by date 9 -9 . checked sheet no. subject po -'�✓l� date job no. M Mak project subject T,l , n.. rV,e G ,� >6- ,iL by date 9 - checked sheet no. G -1 job no. ENGINEERS, INC. date 3 L,4 v✓ ( C� . )I3 flf --Jlv 4' 66° A ) ,) ax ), 3.x1 9 X) ).3/Z ,5 e a,3 xl,ox2 -/''� 8 (4) G pieEG'7'�a n/ S,G!YL /l1' s ,4' C7 n/e. 13, ex S 2 a/ ) , 3 2 ) - L . , , , - e " , , n . / E' s 17, z X S ;L I x, 3 r r o, 4/ ■� J4 Z rd1aC 3Z .S -1� Z�F' �L`�lZ a'. 2ra P1� X 2 , (t 9 4-Ze :, %5 a vs*,o, o x <J3 -sx 0,) b2 s Ga ENGINEERS,•INC, project ; T ���' v✓ /�; subject by date checked date sheet no. -2 job no. 99v_ •T> A rvi 101110.. ENGINEERS, INC. V. z� Jg, • „,-silt l w,9GL JM � 37q•4: , �' 3 °‘ 7 .1)Z <' 4 ° PLC /',„ 3,7_5'3 4 9 >>_' /44 .--; 9 project subject Z by ,Q. date . �� 2 checked • data: sheet no. job no. 9Zoor.b..3 n26 •ou go!' - 7 'Ou walls m"p palaatia amp p argns )aafo.td• 7(5.'7,�,. � 't _510 X ip=F x �, g n f ig 2( ,S''Z ( x �1J o� do of 7J Y71 , 025" 21 6 - � Z �� , = p .,'yam x' �'.� (` ' , 2 cr 7 5' c7 r' f J/j -7( g ( • 2KS °r � r 2 p `4 7 SL X of /o + ;4„ x( " ?�2- (-��dX�r,��'2 76./ /fe „7c' - 'ONI 'S833NIEJN3 Nan N �tY 7V ('7 / 7( ; /O ( --/ '' gam d <' °W 1 »tlsf ©`-' > 21 Zy(2 < >e.9-v- Qy /2 " ' +S Z L x( 2 ) ( ; 1 /J ' - •..�2�� zs *Zr � °�'" 7,4^ .0/ 1,?'" °,1s `'76'2 fr' 7 A la 6 . 0 ENGINEERS,' INC. 6 . 0,e) "V vv4Z 1 ) ) 9 .. • , • • project i;z7; ).....(/:4; subject /--2,/ /...45'11)/t/- by d'G • sheet no. date 9 e 4- - X Checked date job no. 'oil got •ou )aatis °HT pol3ati3 cq 709.‘fr „ a r qns '1 — '- ) 3aroid '0N1 I SU3NION3 Nc ie Ne 1 V 2 2 it 7 O / a - g /.5 ( -.9(1-0.cr (11) (9- ,47 ery 02_9 , Z747 ,( '74'7A 4 ( / - 2 Cy f c e" xg (>eL,'0> (>7f (X 29' / 7-17. y Go ,';- Z) , - 30� .9pG A m ENGINEERS, INC. ; ) P o /g - Z .=.6v)) 1,0 4 . �fl project 1 subject 4d7�/,'t�L w�7r,��i. t. date date — y2. checked job no, 9Z,o 0 3 THURSDAY, 11:41am Oct 22,1992 RE: W.S.E.C. COMPLIANCE FOR JACK IN THE BOX RESTAURANT B92 -0361 THE TARGET "U" VALUES ARE CONSISTANT WITH THE REQUIREMENTS OF TABLE 5-2. THE PROPOSED OVERALL "U" VALUE IS < THE TARGET OVERALL "U" VALUE 'THEREFORE COMPLIANCE HAS BEEN DEMONSTRATED PER COMPONENT PERFORMANCE APPROACH. ALL "UA" VALUES FOR THE DIFFERENT CONDITIONS ARE CONSISTANT WITH THE "UO" CALCULATIONS. NOTED "R" VALUES FOR BUILDING ELEMENTS ARE CONSISTANT FROM CALCULATIONS TO THE DETAILS ON PLANS. NOTE: THE LACK OF PERIMETER SLAB INSULATION HAS BEEN FACTORED INTO THE COMPONENT ANALYSIS, AND COMPLIANCE REMAINS. LIGHTING POWER BUDGET CALCULATIONS INDICATE ALLOWABLE > PROPOSED O.K. PROVIDED REDUCTIONS TAKEN O.K. CALCULATIONS SEALED AND SIGNED BY DESIGN PROFESSIONAL. COMPLIANCE CERTIFICATION O.K. l FIfEIIIEIT Cn 1I0 Al CIII CT8, INC., P.& 10940 N,E, 33RD Place, Suite 202 Bellevue, Washington 98004 (206) 827 -2100 Date: July 30, 1992 Project Jack In The Box Restaurant/Tukwila, WA Project Number. 92 -203 Building Type: MK7cf90 custom ENERGY CALCULATIONS: COMPONENT PERFORMANCE METHOD TARGET'U" OVERALL: U Value Area. UA Uw (allowable) 0.250 3,057.50 764,38 Ur (allowable) 0.035 2,401.00 84,04 Fs (allowable) 0.560 230.00 128.80 TOTAL 5,688.50 'U' OVERALL (TOTAL UA/TOTAL A) PROPOSED 'U' OVERALL: U Value Area UA Uw (actual) 0.189 3,057.50 578.19 Ur (actual) 0,030 2,401.00 72.15 Fs (actual) 0.730 230.00 167.90 TOTAL 5,688.50 818.24 'U' OVERALL (TOTAL UA/TOTAL A) WALL CONDITIONS Opaque 0.17 0.14 Condition A: Exterior wall(82%insul.) R Value U Value Area UwAw outside air film 0.17 7/8" cement plaster stucco 0.18 r -19 batt insulation 19.00 * 5/8" g.w,b. 0.45 Inside alr layer 0.68 TOTALS Page 1 92203ECZ.XLS 8/3/92 20.48 0.05 1,825.00. 89.13 Condition B:Exterior wall(18%framing) R Value U Value outside air film 0.17 7/8' cement plaster stucco 0.18 2 x 6 studs @ 16"o,c. 6,88 5/8" g,w,b, 0.45 Inside air layer 0.68 TOTALS 8.36 TOTALS TOTAL WALL CONDITIONS: Opaque OPENINGS R Value 1.1 Value Area UwAw. 0.17 0.48 0.10 0.68 1.43 0.70 115.00 80.42 0.09 2,341.00 217.55 Condition A: glazing R Value U Value Area UwAw inside air layer 0.68 1" insulated glazing In aluminum frames 1.10 outside air film 0,17 TOTALS . 1:95 0,51 688,50 353.08 Condition B: Hollow metal door R Value U Value , Area UwAw inside air layer 0.68 insulated metal door 2,85 outside air film 0,17 TOTALS ' 3,70 0.27 28.00 7.57. TOTAL OPENING CONDITIONS: 0.50 716,50 .360.64 TOTAL WALL CONDITIONS R Value ' ' U Value Area UwAw total opaque wall . 0,093 2,341.00 . 217.55 total opening 0,503 716,50 360,64 TOTALS 0.19 3,057,50 578,19 Page 2 92203EC1.X1.S 8/3/92 0.12 401.00 48.00 Condition C: Exterior stem wall outside air film 6' concrete stem wall 1/2" tile inside alr layer Area UwAw SLAB CONDITIONS Condition A: unlnsulated slab slab unlnsulated (default value) TOTALS ROOF CONDITIONS Condition A: Flat roof R Value U Value • Area outside air layer 0.68 built -up roofing 0.33 rigid insulation 30,96 3/4' plywood 0.94 acoustical ceiling tile 0.45 Inside air layer 0.68 TOTALS Condition B: Insulated roof hatch outside air layer Insulated roof hatch inside air layer ' R Value F Value Perimeter FsPs 0,00 0.73 230.00 167.90 0.00 0.73 230.00 167.90 UrAr 34.04 0.03 2,395.00. 70.36 R Value U Value Area UrAr 0.68 2,00 . 0.68 MERIT RIT aS II0 AQCIIITECTS, INC.; PA 10940 N.E. 33RD Place, Suite 202 Bellevue, Washington 98004 (206) 827-2100 Date: October 10, 1992 Project Jack In The Box Restaurant /Tukwila, WA Project Number. 92 -203 Building Type: MK7cf90 custom LIGHTING BUDGET CALCULATIONS ALLOWABLE WATTAGE t� u x ow rs zs .aA: . w? z u x >�zus crw:xx<zw ti a> ¢ ?a..r•» ra •': • �vz� tter zz: c'vra >.w x: cx wcr ? :.; >�x:v c:<::r s �r ?:c�'k ?;r ?:;., Z, i >h::::z >::aa ra. DINING/PUBLIC WAT 1.85 AREA # # # ## ALLOWABLE WATTA 2331 ACTUAL WATTAGE FIXTURE TYPE NO: ATTS PER FIXT. NO. FIXT. SUBTOTAL DUCTION OTAL NOTES ^'hYSJ,r .i `h•• ..ti.. i' 1i ..: 5... � �+, 4 }. . N. 2� M\ \ 1}. � \ �: v.�Yiri''iii ,i:Si:r4 ::;4.i >. ,. � �. . ?iv+YS •.Y,�R � L•tYa.U.b��v2`a� &v.... t r.+K.a ...'•�: r.JvLv2.u?�5�.\ f h\ .. ,...... � n.. .,n.. ... n. \U,., ...... ?YnM. ... . •l1'MiJ: '1f.:vnv\ '..'✓ C>.: 'R. (, .i \, i:0'+' >:itii 2 X 4 FLOURESCENT A,B PENDANT FL. G 1X4FL. D RECESSED FL. E,F INCAND. TRACK M,N FL. WALL WASH 0 TOTAL WATTAGE 112.00 10 1120.00 0.80 896.00 20% REDUCTION FOR 2 1E? SWITCHING 14.30 12 171.60 14.30 12 171.60 14.3 5 71.50. 1.00 71.50 50 18 900.00 0.70 ;;;:L` 30% REDUCTION FOR DIMING Page 1 92203LCZXLS 10/5/92 1.00 14.3 8 114.40 1.00 ON :•�:;'. ,. o:ht. :�> • vc' tY:\ ti•` w: s � , r:Y cY.;. i:} S:•. ab: w'• r ax.: 4:: a; ih. 7' x�S2Jy: R?::;\ v? v;: �r�.; �v` f+'< ax' c1tiR2Lti' vkkv.^ nvrt,`? �Y\' iF..` l`? y"":: rf�::: ri: aa•'. ai.? iy:.; �a';.`.?.'? i.'.? .�c::r,:?iF.::k2;;?:isC•wv,:;:% ism `.bw2:Ca�i::; \:;+v 2055 December 7, 1992 Crystal Kolke CLK: 4 r Mahan &DeSalvo CONSULTING ENGINEERS Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 92 -T -12 (Jack in the Box) 4a)2-- Freiheit & Ho Architects 10940; NE 33rd Place, Suite 202 Bellevue, Washington 98004 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 624-8150 RECEIVED CITY OF =MA A DEC 8 1992' mum= Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations, and soils report for your use. Sincerely, Ul VIA COURIER December 4, 1992 AQCHIffCT& r�EixEiT c� Ho Q�� INC.. P.S. Evergreen One, 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 (206) 827 -2100 Mahan & DeSalvo Consulting Engineers 1200 5th Avenue, Suite 1910 Seattle, WA 98101 Attn: Ms. Crystal Kolke eqa-03621 re: Alitik:Iin Thetoi 13050 Interurban Avenue Tukwila, Wa / F.M.I #8481 Dear Ms. Kolke: Please find enclosed two sets of revised structural plans for the subject project. These plans are revised to reflect those requested revisions outlined in your plan review letter of November 30,1992. A subsequent telephone call between our engineer, Mr. Ali Ghassemikia, Mr. Bill Mahan and yourself further clarified the manner and scope of those revisions. The following list identifies those revisions and /or responses. 1. Sheets SD3, A 14 and A 15 are sealed by both the engineer of record and the architect. The engineer notes "FOR STRUCTURAL INFORMATION ONLY" next to his seal. 2. Additional truss loading diagrams and information are added. Specifically, loads are shown for typical truss mechanical loading, typical canopy truss loading, typical truss with /without snow drift loading, truss loading at skylight and truss loading at end of skylight. See sheet S3. I hope you will find these changes acceptable. Please feel free to give me a call if you have any question or comments. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. - 1> aWt 2- .&1 David S. Hills Associate Ali Ghassemikia, P.E. / A.E.M. Duane'atiffili piNfo'filignaNt 4A7's f ,-4yk% + ZZOnly 9220309.wri ,0 111) Mahan &DeSalva II CONSULTING ENGINEERS November 30, 1992 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 92 -T -12 (Jack in the Box) Dear Mr. Griffin: cc: Freiheit & Ho Architects 10940 NE 33rd Place, Suite 202 Bellevue, Washington 98004 DEC - 11992 OMMV QEVELOp & 0,3(01 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 8248150 We have received information on the proposed project and have . reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. Sheets SD3, A14, and A15; the engineer of record's seal cannot be modified with a note stating "For Structural Review Only ". 2. The loading criteria for the design of roof trusses must be specified by the Structural Engineer of Record, must be specified for each distinct loading condition, and must be shown or noted on the drawings. Loading information must include all loading types, including snow drifting. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Cry tal Kolke CLK:3 • November 19, 1992 Dear Ms. Kolke: P'REIHEIT Cis HO ARCHITECTeS, INC.. P.S. Evergreen One, 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 (206) 827 -2100 Mahan & De Salvo Consulting Engineers 1200 5th Avenue, Suite 1910 Seattle, WA 98101 Attn: Ms. Crystal Kolke re: Jack In The Box Restaurant / 13050 Interurban Avenue Tukwila, Wa / F.M.I #8481 Please find enclosed two sets of revised structural plans for the subject project. These plans are revised to reflect those requested revisions outlined in your plan review letter of Novemberber 16,1992. The following list identifies those revisions and /or responses. 1. A note regarding the concrete strength at the drive thru lane and dumpster storage area has been added. See sheet S 10, concrete note #1. 2. Additional information has been provided regarding the horizontal reinforcing at the trash enclosure. See masonry note #11 on sheet S10 and details 13 /SD3 & 16 /SD3 on sheet SD3. 3. Sheets A14 and Al5 have been sealed by both the engineer of record and the architect. 4. Truss loading diagrams have been added. See sheet S3. 5. Detail 2/S2 has been revised to coordinate with the structural calculations. See sheet S2. 1 I hope you will find these changes acceptable. Please feel free to give me a call if you have any question or comments. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. art( 9 V-45' David S. Hills Associate cc: Ali Ghassemikia, P.E. / A.E.M. Duan G ifFir City.o£Tukl , - 9220307.wri _ Mahan &DeSalvo CONSULTING ENGINEERS November 16, 1992 Dear Mr. Griffin: Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 92 -T -12 (Jack in the Box) (50 -0250( 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 8248150 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. The soils report recommends 4000 psi concrete at the drive- thru and dumpster storage area (refer to page 10). Drawings should reflect this recommendation. 2. Provide additional information in the Structural Notes on horizontal reinforcing at the masonry walls of the trash enclosure. 3. Sheet A14 and A15; these sheets must be sealed by the engineer of record. The seal cannot be modified with a note stating "For Structural Review Only ". 4. Provide truss loading diagrams on the drawings to show imposed loads (including point loads at skylight, etc.) so that the truss manufacturer can properly design each truss. 5. Coordinate spacing of grade beam tie reinforcing on the drawings with the calculations. See page F -3 of the calculations. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Crystal Kolke CLK:2 cc: Freiheit & Ho Architects 10940 NE 33rd Place, Suite 202 Bellevue, Washington 98004 RECEIVED NOV 1 71992 DEVELOPMENT October 26, 1992 Dear Mr. Griffin: 1111 Mahan &DeSallvo I II CONSULTING ENGINEERS Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 11 Regarding: 92 -T -12 (Jack in the Box) bco-' OS(Q 1200 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide the soils report by Associated Earth Sciences for our review. 2. Remove masonry information from the Structural Notes if not used. Also, provide notes for glu -lam beams. 3. Note on the drawings the seismic zone, wind speed and exposure factor used in the design. 4. All sheets containing structural information must bear the seal of the engineer of record (i.e. see Sheet A14 for canopy information). 5. Provide truss diagrams on the drawings at all loading conditions for the truss manufacturer's review (include point loads at skylight, etc.). 6. Section 2/S2; clarify grade beam reinforcing. The notes are hard to read because they are overlapping. Coordinate spacing of ties with calculations: see page F -3. 7. Clarify the holdown call -out on the plan, Sheet Si, where notes overlap. See the shear wall between the Gallery /Prep Room and the Men's Restroom. 8. Section 1/S6; the shear at the roof diaphragm exceeds the value for 10d at 6" o.c. as shown in section. Revise per shear value shown at Line 4; see page L -4 of the calculations. 9. Plan 6/A14 calls out TS 7 x 4 x 5/16 at the canopy. Verify adequacy; calculations call out TS 5 x 7 x 5/16 per page L -6. RECEIVED 1 OCT 2 7 1992 COMMUNITY DEVELOPMENT October . 26,.1992 City of Tukwila Re: 92 -T -12 Page Two Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Cryst'al Kolke CLK:.1 cc: Freiheit & Ho Architects 10940 NE 33rd, Place, Suite 202 Bellevue, Washington 98004 City of Tukwila Department of Community Development Rick Beeler, Director Mahan & DeSaivo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 6300 Southcenter Boulevard, Suite #100 TWOOOD Shellie L. Bates Permit Technician Regarding: 92 -T -12: Jack In The Box Restaurant (B92 -0361) Please do structural review per U.B.C., 1991 Edition. John W Rants, Mayor. Tukwila, Washington 98188 •. (206), 431,3670 0 Fax (206) _431,3665 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PRE - APPLICATION FILE NO. pRE 92 -017 PROJECT: JACK IN THE BOX MEETING DATE: 6-4-92 DATE CHECKLIST MAILED: 6-5-92 STAFF PRESENT n Building (431 -3670) J Fire (575 -4404) El Planning (431 -3680) ❑ Public Works (433 -0179) Cl Parks & Rec (433 -1843) NAMES / TITLES DUANE GRIFFIN7BUILDING OFFICIAL STEVE KOHLEK7FIRE PREVENTION MARK CROSS.7ASSISTANT PLANNER JOHN PIEROG /ASSISTANT ENGINEER JACK PACE /SENIOR PLANNER ® Police (433-1804) TOM KILBERG7CRIME PREVENTION OFFICER �1 PermitCenter (431 -3670) DENISE MILLARDJ7 PERMIT COORDINATOR ❑ Other: ( - ) APPLICANP / REPRESENTATIVES PRESENT Contact Name David Hills Person Company/Title Street Address Others Name Doug Conyers . Present Company/Title Barghausen Engineers Street Address 18 215 72 AV S TIME: 2 °30 SITEADDRESS: I5 & INTERURBAN AV Freihat & Ho Architects Inc 10940 N.E. 33rd PL 202 City /State /Zip Bel 1 evue, W.A 98004 Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address L11 Y Ut 1 UNVV1LP PRE- ,APPLICATI'N PROCESS MEETING ATTENDANCE RECORD BY: City /State /Zip City /State /Zip Phone City /State /Zip City /State /Zip 6300 Southcenter Boulevard — #100 Tukwila Was /iington 98188 DLM Phone 827 -2100 Phone 251 -6222 City /State /Zip Kent , WA 98032 Phone Phone Phone CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER FIRE DEPARTMENT ! C on s truction Information 1. The City of Tukwila has adopted they# 8 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) l ✓ 1 2. Fire hydrants will be required. (City Ord. #729) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) n 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) n 5. Maximum grade is 15% for all projects. 116. Hose stations are required. (City Ord. #1528) 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. 171 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) PEKE- APPLICM1ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) n 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing Is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) r7 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 6. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 17. Adequate fire flow availability will need to be demonstrated for this project. n 18. 6/.04/11 , Ads 6 ma72,irI 67 e4 f1 fna d G1G. Ctsxrld a45 6 /4„0 /a �a.-bmt °7 e4,5e ti- d:ado' CM sot, ) 044 r Checklist prepared by (staff):_ —C�C Date: G" 072-' CITY OF TUKWILA OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER _ E:TI . �: 1:(: is ^: i:v: i'•ii:: i:C•:: i.•'r.:: ?:.::i.� C•:i•: ?:: ?F.: "+..: 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover EI 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans 6. Hood and duct inspections a. Installation b. Trip test C Spray Booth a. Location b. Fire protection c. Ventilation d. Permit L PRE- APPLICAfiON CHECKLIST FiRE DEPARTMENT - Inspections 1. Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe 1. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 8. Flammable liquid room a. Location b. Fire protection c. Permit 9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 1.a1 Fire doors and fire dampers a. Installation b. Drop testing 11. Fire final a. Fire Dept. access b. Building egress and occupancy c. Hydrants d. Building address 12. Checklist prepared by (staff). Other: a . b. e c f. d. g e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans e. Fire protection systems: (1) Halon systems Toad (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Date: G 1 NGsDa7E CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER BUILDING DIVISION IVOTE : he I91I UM., 1..)71C, '/Oi w//f 1. Comply with the Uniform Building Code, 1988 Edition.) b ark r +Q. / of 9g. C (110.5 arrlt 1-i gPich'ea, io 2. Comply with the Uniform Mechanical Code, 1988 Edition. i 5 Lc i l c.\.('P l )/. 3. Comply with the Washington State Energy Code, •#&Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1990 Edition. (,th.si .cde. c• 2 / 3,/y 7 ) Z . 5. Apply for and obtain the following Buliding Division permits and approvals through the Permit Center: • • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. g 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. C 1.1. Rockeries are not permitted over 4' In height. Retaining structures over 4' in height must be engineered re- taining wails, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. y [4 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and , 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 20. Checklist prepared by (staff): P E PPLICA "CAN CHECKLIST. 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10, Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 14. Construction documents shall contain soils classification information specified In Table 29 -3 of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: T ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277- 7272). Ts7 PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- Ji--- Lions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. , Under the State Water Conservation Performance standards, handsinks to be used by the general public must ha metered faucets. If these handsinks aro in food service, minimum is.15 seconds, 10 in schools. PI U.71ri ' kcr re-4; i'f .d vt� wt kJ•C1AiC �ctrN_ LxAi ss S'IiCi11 ksc. Tubby *'*c�l e 19. �s C.. part. c� ` +tiQ hc.,i1cltri PGYcvtt&P^rl;ca- -toll su1144i'l•tctI Pa 10...9•e Date' t -lI -9a CITY OF TUKWILA C DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER ETI PRE- APPLICAciON CHECKLIST AD DRE PRE - APPLICATION FILE NO. Pre 92017 PROJECT: Jack in the Box MEETING DATE: 6/4/92 TIME: 2:30 SITE ADDRESS: I -5 & IAS CRIME PREVENTION SECURITY RECOMMENDATIONS 6300 Southcenter Boulevard, Tukwila, WA 9818 Telephone: (206) 431 -367 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433- 1823). 2. Windows: Consideration should be given to providing hardened coverings for ground level windows where glass breakage would allow for access to building interiors by burglars. 3. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 4. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. 5. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. A well- designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and capture criminals. Well- designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. 6. Security Camera: Due to the location being close to freeway on- ramps, there is added potential for armed robberies. Recommend that a good quality surveillance video camera be installed during construction. The camera should have sufficient quality to be able to identify a subject from the video recorded tape. 7. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the store is closed. 8. Landscaping: Plant materials should be placed and maintained so.to provide visibility and prohit hiding places for unauthorized people around ground level door and window areas Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from thr ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. yr!l1,..__.. 4 '1^ 1 n^1., ( / 1 (1.1 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER n ?• n n n✓, 10. p r 12. n 13. n n 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) Obtain the following land use permits /approvals: ( ) Boundary Line Adjustment ( ) Building Site Improvement Plan Comprehensive Plan Amendment O Conditional Use Permit ( 03'Design Review Design Review - Interurban (Environmental (SEPA) n - Planned Mixed Use Development n Planned Residential Development ( ) P CHECKLIST PLANNING DIVISION - Land Use Information ( ) ( ) 3. Zoning designation: Site located in sensitive area? )( Yes No 4. Minimum setback requirements: Front: Z S Side: 0 Side Q Rear 5. Maximum Building Height• Height exception area? n Yes n No 6. Minimum parking stalls required: V SU 7 1'`'SS 7 stalls required: r 5 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: / 5 Side: a Side: Rear 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. p e - L - f , h. I Se---1 (G /LI S'� L i l 1 Z /✓lie 14. 15. ri/n S L- W 5 -- kia virlm 0 /4..5 / — 16. (/S p -� ✓�i 7 �t'T l� 17. !'_p G r., 47e vt `7 18. ptiwp 7?i✓ /dl - l' 19.4, r' �' ; 1alrL10 ' 51'1/1 S 20. SG &L1A ( 2I /4 V4 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Rezone n Shoreline Management Permit 0 Shoreline Management Permit Rev. n Short Subdivision Subdivision Li Unclassified Use 0 Variance Cl Other: 5 Checklist prepared by (staff): Date: JOHN A. PIEROG, P.E. Associate Engineer Tubb? Works Department (206) 433-0179 FAX (206) 431.3665 L4 LVD, TUKWILI, WASHINGTON 98188 1E- APPLICATION CHECKLIST ANT ITE 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PUBLIC WORKS DEPARTMENT kpply for and obtain the.following permits /approvals through the City's Permit Center: Channelization /Striping /Signing ( ) Sewer Main Extension (private) fl Curb Cut/Access /Sidewalk Cl Sewer Main Extension (public) fl Excavation (public) n Storm Drainage ?) Fire loop /Hydrant (main to vault) Cl Water Main Extension (private) Flood Zone Control fl Water Main Extension (public) 7) Hauling (2.000 Bond. Cert. Ins.) n Water Meter (exempt) Landscape Irrigation CV) Water Meter (permanent) c /7Y 14/47 Moving an. Oversized Load ( ) Water Meter (temporary) Sanitary Side Sewer(n'ETi'D) ? Other: L/INV //7//'I4 -lauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 pond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). NI applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- ::ation forms to verify that all the necessary materials and information has been supplied. Water and sewer assessments may apply and will be determined during the utility plan review process. Provide sidewaJks per Ordinance #1158, #1217 and #1233, or obtain waiver. Provide Hydrological - Geotechnical analysis. Provide erosion control plan as part of grading /fill permit application. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). Provide traffic analysis /trip generation study for: 'N4'V /V srs Provide developers agreement for Provide the following easements and maintenance agreements: 49 7 Z 1 Ni Provide wetter/sewer availability letters or certificates from districts serving your development. Obtain Metro Waste Discharge permit or approval (684- 2300). Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). Review the following City Studies when designing your project and preparing your plan submittal: - /R/? /7 LARV Ere .S'aleZF /?L/C n'A'/ W .5w4/1/5 Ac -;97 - .!5rl. $/ : X14 - ;9T. �i o/1/ EY4491 i 'A I _• .494 lI /aP7L TeieS swew ' 6AF A/Y,D/! 4/ 0S t prepared by (staff) / <. 1 > An) ..se"119.4 Date: 4/4/1)y SD1 SITE PLAN T �� SD2.0 GRADING & DRAINAGE PLAN GAS/WATER PLAN SD2.1 T.E.S.P. PLAN . _ ____._r_W_�___� SD2.2 GRADING & DRAINAGE DETAILS DETAILS SD3 SITE DETAILS SD4 SITE DETAILS SD5 SURVEY 3D8 LANDSCAPE PLAN SDI IRRIGATION PLAN STRUCTURAL E4 POWER PLAN AND SCHEDULE P2 WASTE /VENT PLAN DETAILS GAS/WATER PLAN E6 ENERGY MANAGEMENT SYSTEM / EQUIPMENT CONTROL DIAGRAMS PLUMBING STUBOUT PLAN POS SYSTEM PLAN AND DETAILS DETAILS E8 ELECTRICAL STUBOUT PLAN E9 SPECIFICATION., ONLY P1 j LEGEND AND SCHEDULES P2 WASTE /VENT PLAN P3 GAS/WATER PLAN P4 ISOMETRIC DIAGRAMS A5 PLUMBING STUBOUT PLAN P6 DETAILS P7 SPECIFICATIONS f, 6 tom; STUD WALL BATT INSULATION RIGID INSULATION GYPSUM BOARD CERAMIC AND QUARRY TILE STEEL CONCRETE BRICK ASPHALTIC CONCRETE PAVING SYMBOL LIST KITCHEN 171 ROOM NAME / NUMBER Afr COLOR I MATER /AL SYMBOL DOOR SYMBOL WINDOW SYMBOL DETAIL NUMBER SHEET NUMBER SECTION iiUMBER SHEET NUMBER r✓ - ., Jt4 • ,.. • 1 ":1T J° m, }M 411 o f 1 11 1• t .new +•R 'IM . , 1 .1..s t).t1 t . - . 47.:..x •. p , 1. a1 t! . t - ,t • t to x .;,'.,. ♦ . 1 -a rit�rt � •,: t.iCS 3** u =j Mz IC [FI. CUS OWNER: FOODMAKER, INC. (FMI) rim FILE COPY Check approvals afk: that the Plan C rc�sal c nd omissions and app 1 u nderstan d of ady errors a the >lat� • c l t to e i a r how,- oI le C0 g• plans dhe5 anc . c- . ordi r , ��ded adopted �' pp c ve • e .,'_�S tractor's • , • „0 13Y Date ----- `. permit No• DEFINM / TES 1 �•t.� ,. )'V'ia kit ^ r Ivr 3)F >'r• f J.1 :id t v.n q taiY r • �•: bYxva: oral.,.. NOTE: ALL VERTICAL DIMENSIONS ARE FROM TOP OF SLAB. Y 70 Ut . .lc t. t a Q fr7R tnt Cr . t:e...e:•., 0 LEGAL .IURISDIC TION: BUILDING . CODE: BUILDING AREA: SEATING: PLANNING ZONE: OCCUPANCY: TYPE OF CONSTRUCTION: PARKING REQUIREMENTS: PARKING PROVIDED: •v.w..se.••. •rr..•••r. rr.wc LEGAL 1NFOR CITY OF TUKWILA 1991 UNIFORM BUILDING CODE 2,668 SQ. FT. ! 90 SEAT J EVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDtNANC STRUCTURAL PER UNIFORM BUILDING CODE El NONSTRUCTURAL PER UNIFORM BUILDING CODE M - 0 WASH[ IGTt)N STATE REGULATION FOR BARRIER -FRET: MCI 0 WASHINGTON STATE ENERGY CODE K1 K2 K3 K4 KITCHEN DIMENSION PLAN EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE K5 EQUIPMENT ELEVATIONS CITY r'.•:• 7 t •'1Cb;'I!_A K8 EQUIPMENT ENT ELEVATIONS KITCHEN A -3 SUBJECT TO INTERPRETATIONS OF NE GOVERNING AUTHORITY, E MISSIONS AND INCONSISTENCIES. DATE IN DATE OUT V -N 53 STALLS MN BY: _.,.........v..._,..� �.� MAHAN & DESALVO, INC. 1/50 S.F. = 53 STALLS SEPARATE PERMIT REQUIRED FOR: ; � tCA t. ELEC'RICA . GAS PIPING CITY OF ILA BUILDING DI AMON R OV SUBJECT TO ORDINANCE OCT 6 1992 TT _ "LNG CO. c : !C HEA'.1H BY CITY OF TUKWILA APPROVED 1 5 1992 (IUU D%Vts CAN 13Ut T1 1 11111 I I I I I I I I I 1 1111111 11 11 ! t. 1 1111111111111. 0 10T145 :NC4 1 2 3 4 NOTE: Ky � s4✓K 4 �. 111 III 11'1111 1111 1111 ff the microfilmed document is less clear than this notice, it is due to the quality of the .original document. OC 5Z OZ 1.3 9Z Sz *iz CZ az I OZ 6t 91. hi 9: 91. tit CI zt 111 111111i1,l111111!t111111111 111111 1111111111B (i�titi111 II.1I111 11111111111111111111 1111111111111ttJ11111 �IJ11,I11 11111111 1i1t11III11I1111111 111111111 11`1I..1 1I1111111I1111111 1 1I111 1I1111111 11I1 111I 9 t 10 11 M4DEINOERt4A Y 12 8 L 9 S b C 2 t P419 0 IIIIIIi1110- II111111! IIIII► 11IIIII11 111111IIni' l! I111If111111IIIIIIII111111 nllilll SP/ SP2 SP3 FLOOR PLAN AND GENERAL NOTES EXTERIOR ELEVATIONS DETAILS DETAILS 51 A16 PS1 M1 M2 M3 M4 TITLE SHEET DETAILS SHEET INDEX SITE FOUNDATION PLAN FOUNDATION DETAILS ROOF FRAMING PLAN MANSARD FRAMING / ROOF PLAN DETAILS WALL SECTIONS WALL SECTIONS WALL SECTIONS AND DETAILS / CANOPY WALL SECTIONS STANDARD STRUCTURAL DETAILS AND SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS PLUMBING SITE PLAN ELECTRICAL ROOF' PLAt4 E3 LIGHTING PLAN AND SCHEDULE EQUIPMENT PLAN ARCHITECTURAL EXTERIOR ELEVATIONS BUILDING CROSS AND LONGITUDINAL SECTIONS REFLECTED CEILING PLAN DETAILS DETAILS SCHEDULES _ DECOR PLAN AND SCHEDULE INTERIOR ELEVATIONS PLANS ELEVATIONS & DETAILS ; CANOPY DETAILS / CANOPY DERAILS SPECIFICATIONS PLUMBING MECHANICAL SCHEDULES _ HVAC CEILING PLAN - VESTIBULE HVAC ROOF PLAN DETAILS ELECTRICAL ELECTRICAL SITE PLAN SINGLE LINE DIAGRAM, LEGEND AND SCHEDULES 1 t'tl BE 4 Ls.! 6.01•11011662, < Ll �9. cD 0 7. z 0 Csl fY_ 10/05/12 0833 d2203Y'Q, i EgA M [ T i] fi t`' n >w } , 4 f = R- ;4 TI` - 07;4 'CVO • IL— C a __ J N iY,..uy'�� /i r.•t :id.YJ?';'Y_ J l..i �, U c 0 Ei (0) m 0 REGISTERED ACT �t tir s s��a� RICHARD 0. FREIHEIT STAN C'` WASHU,G?ON 1 SPECIFICATIONS M6 SPECIFICATIONS FRYER EXHAUST HOOD AND DETAILS GRIDDLE EXHAUST HOOD AND DETAILS HOOD FIRE PROTECTION SYSTEM f, 6 tom; STUD WALL BATT INSULATION RIGID INSULATION GYPSUM BOARD CERAMIC AND QUARRY TILE STEEL CONCRETE BRICK ASPHALTIC CONCRETE PAVING SYMBOL LIST KITCHEN 171 ROOM NAME / NUMBER Afr COLOR I MATER /AL SYMBOL DOOR SYMBOL WINDOW SYMBOL DETAIL NUMBER SHEET NUMBER SECTION iiUMBER SHEET NUMBER r✓ - ., Jt4 • ,.. • 1 ":1T J° m, }M 411 o f 1 11 1• t .new +•R 'IM . , 1 .1..s t).t1 t . - . 47.:..x •. p , 1. a1 t! . t - ,t • t to x .;,'.,. ♦ . 1 -a rit�rt � •,: t.iCS 3** u =j Mz IC [FI. CUS OWNER: FOODMAKER, INC. (FMI) rim FILE COPY Check approvals afk: that the Plan C rc�sal c nd omissions and app 1 u nderstan d of ady errors a the >lat� • c l t to e i a r how,- oI le C0 g• plans dhe5 anc . c- . ordi r , ��ded adopted �' pp c ve • e .,'_�S tractor's • , • „0 13Y Date ----- `. permit No• DEFINM / TES 1 �•t.� ,. )'V'ia kit ^ r Ivr 3)F >'r• f J.1 :id t v.n q taiY r • �•: bYxva: oral.,.. NOTE: ALL VERTICAL DIMENSIONS ARE FROM TOP OF SLAB. Y 70 Ut . .lc t. t a Q fr7R tnt Cr . t:e...e:•., 0 LEGAL .IURISDIC TION: BUILDING . CODE: BUILDING AREA: SEATING: PLANNING ZONE: OCCUPANCY: TYPE OF CONSTRUCTION: PARKING REQUIREMENTS: PARKING PROVIDED: •v.w..se.••. •rr..•••r. rr.wc LEGAL 1NFOR CITY OF TUKWILA 1991 UNIFORM BUILDING CODE 2,668 SQ. FT. ! 90 SEAT J EVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDtNANC STRUCTURAL PER UNIFORM BUILDING CODE El NONSTRUCTURAL PER UNIFORM BUILDING CODE M - 0 WASH[ IGTt)N STATE REGULATION FOR BARRIER -FRET: MCI 0 WASHINGTON STATE ENERGY CODE K1 K2 K3 K4 KITCHEN DIMENSION PLAN EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE K5 EQUIPMENT ELEVATIONS CITY r'.•:• 7 t •'1Cb;'I!_A K8 EQUIPMENT ENT ELEVATIONS KITCHEN A -3 SUBJECT TO INTERPRETATIONS OF NE GOVERNING AUTHORITY, E MISSIONS AND INCONSISTENCIES. DATE IN DATE OUT V -N 53 STALLS MN BY: _.,.........v..._,..� �.� MAHAN & DESALVO, INC. 1/50 S.F. = 53 STALLS SEPARATE PERMIT REQUIRED FOR: ; � tCA t. ELEC'RICA . GAS PIPING CITY OF ILA BUILDING DI AMON R OV SUBJECT TO ORDINANCE OCT 6 1992 TT _ "LNG CO. c : !C HEA'.1H BY CITY OF TUKWILA APPROVED 1 5 1992 (IUU D%Vts CAN 13Ut T1 1 11111 I I I I I I I I I 1 1111111 11 11 ! t. 1 1111111111111. 0 10T145 :NC4 1 2 3 4 NOTE: Ky � s4✓K 4 �. 111 III 11'1111 1111 1111 ff the microfilmed document is less clear than this notice, it is due to the quality of the .original document. OC 5Z OZ 1.3 9Z Sz *iz CZ az I OZ 6t 91. hi 9: 91. tit CI zt 111 111111i1,l111111!t111111111 111111 1111111111B (i�titi111 II.1I111 11111111111111111111 1111111111111ttJ11111 �IJ11,I11 11111111 1i1t11III11I1111111 111111111 11`1I..1 1I1111111I1111111 1 1I111 1I1111111 11I1 111I 9 t 10 11 M4DEINOERt4A Y 12 8 L 9 S b C 2 t P419 0 IIIIIIi1110- II111111! IIIII► 11IIIII11 111111IIni' l! I111If111111IIIIIIII111111 nllilll SP/ SP2 SP3 FLOOR PLAN AND GENERAL NOTES EXTERIOR ELEVATIONS DETAILS DETAILS 51 A16 PS1 M1 M2 M3 M4 TITLE SHEET DETAILS SHEET INDEX SITE FOUNDATION PLAN FOUNDATION DETAILS ROOF FRAMING PLAN MANSARD FRAMING / ROOF PLAN DETAILS WALL SECTIONS WALL SECTIONS WALL SECTIONS AND DETAILS / CANOPY WALL SECTIONS STANDARD STRUCTURAL DETAILS AND SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS PLUMBING SITE PLAN ELECTRICAL ROOF' PLAt4 E3 LIGHTING PLAN AND SCHEDULE EQUIPMENT PLAN ARCHITECTURAL EXTERIOR ELEVATIONS BUILDING CROSS AND LONGITUDINAL SECTIONS REFLECTED CEILING PLAN DETAILS DETAILS SCHEDULES _ DECOR PLAN AND SCHEDULE INTERIOR ELEVATIONS PLANS ELEVATIONS & DETAILS ; CANOPY DETAILS / CANOPY DERAILS SPECIFICATIONS PLUMBING MECHANICAL SCHEDULES _ HVAC CEILING PLAN - VESTIBULE HVAC ROOF PLAN DETAILS ELECTRICAL ELECTRICAL SITE PLAN SINGLE LINE DIAGRAM, LEGEND AND SCHEDULES 1 t'tl BE 4 Ls.! 6.01•11011662, < Ll �9. cD 0 7. z 0 Csl fY_ 10/05/12 0833 d2203Y'Q, i EgA M [ T i] fi t`' n >w } , 4 f = R- ;4 TI` - 07;4 'CVO • IL— C a __ J N iY,..uy'�� /i r.•t :id.YJ?';'Y_ J l..i �, U c 0 Ei (0) m 0 REGISTERED ACT �t tir s s��a� RICHARD 0. FREIHEIT STAN C'` WASHU,G?ON 1 NO. DATE: DESCRIPTION: eY: x x X - - -_ _ _.. __._ ._...... _____ _-. - - - - .. - _____ 0 SELECTION DISPLA INTERCOM STATION % I+ STANDARD POLE SIGN (CONDUIT AND WIRING BY ELEC. CONTRACTOR, SIGN INSTALLATION AND NOOK -UP BY SIGN CONTRACTOR). PAY TELEPHONE; PER SHT, TRASH ENc,LOSURE. SEE !.TAIL 16,S03 AERIAL 1..15t1T5. (SYMBOL ) J)RISDIC T ION: EUILDI 5 CODE: 6UIL.DtN6 AREA: SEATING: ZOIN1NINC: JGG CONSTRUCTION TYPE: N NOTES CONCRETE DRIVE AND CONCRETE CURB. 5" PM GF•MENr CONCRETE Hi bxb WI4x7'!1.4 i^J 3' COURSE COMPACTED, 5/8" MIKE.!., CRUSHED '.EEVELING COURSE' 3° COURSE COMPACTED, 1 1/2° MINV5 CRUSHED BASE COURSE PROVIDE CONTRACTION, EXPANSION JOINTS, AND LOAD TRANSFER DOk LL5 � -� PER SOILS REPORT. PREPARE 5U3 - BASE PER SOILS REPORT (8 j 6" CONCRETE C1)R 6" EXTRUDED CLRBINGEXTi�i1DED CURSING b' PRECAST CONCRETE fr —E LSTOP. PLACE frj GLUE t DONE:.S. EXISTING A.G.P. TO REMAIN. EXISTING CONCRETE SIDEWALK. 13 NEW 4' CONCRETE SIDENALK Wl CONTROL JO!MTS s 5'- o'O.G. BROOM FINISH W/ HARD TRG}'tEL rENTV E STRIPS. ASPHALT PAVEMENT, 3" COURSE COMPAC TED, 5/8" I•1IINIJ5 CRIED LEVELING COIRSE 3" COURSE COMPACTED, 1 1/2' MIN/5 CRUSHED BASE COURSE PREPARE 5UEGRADE PER 5O1L5 REPORT, STERILIZE SOIL RN NEED KILLER. CENTERLINE OF 4' WIDE NHITE PAINTED LINES. iY. ' 1-4I0 riAY PAINT. PAINTED ARO✓ vt's±l"E V !Tt s HT5 AY PAINT. EXISTING CURBING PAYING, STRUCTURES TO BE REMOVED. EXISTING GJRBIN5 TO REMAIN MAIN ELECTRICAL SNITCH80A OAS METER. DIRECTIONAL SION. REMOVE ALL EXISTING CONCRETE BLOCS, ROCS, EX, 6` NIDE STRIPES AT 12" O.G. 115E H:OHWAY PAINT. PROVIDE %H 40 PVC SLED /ING AT IRRIGATION LINE CROSSINGS OF ALL PAVE[? AREAS (2 X PIPE SIZE). SEE IRRIGATION PLAN SD - FOR EXACT LOCATIONS. PROJECT BATA REVISIONS CITY OF TUKNILA 1111 208 5P. 10 SEATS M -1 (LIGHT - INDUSTRIAL) A -3 V -N NON- SPRINKLED) SITE AREA REWIRED: AG?JAL LEGAL DESCRIPTION PARCEL "A' THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM NO, 38 IN SECTION 15, Taft HIP 23 NORTH, RANCE 4 EAST, KM. IN KING GOU`tfY, INASHINGTON DESCRIBED AS FOLLONS: COMMENCING AT A POINT MICH BEARS NORTH 40'01'05' NEST, 120 ,5 FEET FROM A MOlr'JMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF. WC DUWAMISN- RENTON JUNCTION ROAD, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEET SOUTH OF THE WARIER CORNER 5ET1^IECN SiEGT1Ot S 14 AND 15, 5A@ ro NsHIP 23. THENCE NORTH 44°24'O00" NEST, 835.00 FEET ON A LINE PARALLEL TO ATV 150 FEET NORTHEASTERLY OF TI-IE CENTERLINE OF THE SAID DUf^IAMISH- RENTON JUNCTION ROAD, TO A POINT MICH SEARS NORM 81 °44'15" EAST, Id14.11 FEET FROM THE POINT OF A,CURVE ON THE CENTERLINE OF SAID DUKAMISH-RENTON J)NC.TION ROAD, SAID POINT OF CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 FEET 1•IE5T OF THE WARIER CORNER EETr4 EN SAID SECTIONS 14 AND 15. THENCE 300TH 40 °36'00 WEST, 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT-OF-NAY OF THE PJGET 501ND ELECTRIC CTRIC 'RA& AY. THENCE NORTH 41 °24' ire5T, ALONG SAID RJOHT - OF - WAY, 3T8,2q FEET TO THE TRUE POINT OF f3EOINw^IING; THENCE NORTH 40 EAST, 150 FEET, T, THENCE SOUTH 41 °24' EAST, A DISTANCE or 182.24 FC.FT THENCE SO1.1TH 40 °36' WF5T, 150 FEET; 114E146E NORTH 44 °24' VC 'T, 102.21 FELT TO THE ME POINT OF BEGINNING. GENERAL CONDITIONS GENERAL CONTRACTOR SHALL NOTE THAT NORK INCLUDES ALL IMPROVEMENTS SHON N. GENERAL CONTRACTOR SHALL NOTE THAT ALL NOW ; TO BE DONE SUCH A EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC. AS INDICATED ON DRpu'vINfaS 15 9 YJIT HOW t.;NOiNLEDGE OF UND"cRGRQJND UTILITIES ON THIS PARTICULAR SITE. THE ARCHITECT AND OMER ASSUME NO RESPONSIBILITY FOR DETERMINING THEIR. LOCATION, SIZE, DEPTH, OR HAZARD, .. _ rr .- an.rt9rzv:r: n-t t^}! +t�?.=7,, . '!.^a. `,+' �'Y, G'. - ..^s"..t.a'7s}:f'''r tip•:, 21,343.5 S.F. (0.63AG) I/50 53 STALLS 41 STANDARD 2 BARRIER -FREE 10 COMPACT 53 } SVICUT ExI5Ti4; A.G.P. EXISTING' CHAIN LINK FENCING arc! C) 30.00 40. 00' 9 in 1 T 20' SEINER ESMT • �. -- SAItiGU T EXISTING- A.G.P. a Parcel "C" SANCUT EXISTING A C.P. - - - ._st! , 44 ° 24'00` E 40 • 1 Parcel "B" _ L: z111 L lk.:it r16 t _f .vela a - t.:1 4'R -. i /gl#2I �L. = -. •_ 1 j C..1. 13' -o 12'-0" W M b 22.5' INGRESS/EGRESS 1 ESMT X% // SITE PLAN SCALE: 1/16 _ 1'4r 1:.j. ' C.J. 20'' 32' -b' I MK7CF9V •11•••• • • ..•r.. • • •• r r • ■••• • • •••••• 5 0°24'OO' E 212.24' c C 1 -a a alas . 36R • 'k ~. c 32'R b IL In 9 Z LI w 25' -O" C.J. 15 Parcel u c Interurban Avenue a • iima • 140S14 s YIe i5'R ca 1 � !» !! C 1 C a 1 +-0" . 1 25' -0" 1 15R 1.5R ti c C 24 -1 �� 1 iL M a aa 1 51M. 25' -0 7 4' Mi 25' -O" TI - E t 20'INGRES5/E6f ES,S CSM'T I E5M'T 7/ l.K?E2 VAULT EP N - - at -9/01 :-I -f} �1Raes a aclW a 182.2 . ' ,\ ti E, ST!I POWER 11 11 11 5AWCUT EXISTING A.. °. f! V 20'R GIJ.ARp POST (TY''J POht1 fi VAl�LT 20'R S 1 h r. r r yC, EO ' I -- VERIFY G E E, LEA 04 E FRO, - Q _ 1 OVERH LINES PRIOR �` ` TO INST LLING 1 4'R I l AL . _.....___..._ ammo • • ••• 0 v 00401 a•$ MOP a s 2R r 2 , IQ 5P 8.5' I S City Light R.O.W. i 153' -O" !8 South r f Ui% c' Viz. t - - - - 1 I I! I 1 I 1 I 1 • 1 i I i I i I I j •• 06 62 Eat GZ 9? 1 33 1 7Z ' C2 Zz tZ 0? 6t 91 Li 9t Sl 'L CI ZL 6111111 ! lit ,i i,i i t1111111i1I iill�;i�� t Jiiubiu il��ill�l�Ilil!ui1iii;liill1i i!1 I(l�!I i1a� it ii1ii i�II l . j.i YG d.7_:,...n. n:'r s:1^ .�`.. _;, ...•:dS'N".�uk.. ._ v:,ss. _.: <D •. ..r. r.......a. _ . �. r- . o g al ..,.,. ,• ...v. 1 iIIIiI ii'r�iii i r I f. i t . I „ i ` r- I ,I I III Li 1 I Irff . 1 11/11 3 4 5 6 7 3 ?JOTS: If the :aicrofii:ned docusent is less clear than this notice, it is due to the quality of the luriginal document. It 0 L 6 I L1. 1 ikiIIIiIIIiIIIiI1IiIII 1111111111111111111 9 10 f 11 *4 SE t s a a /2 f TELEPHONE (300TH �' 1 f r.I� s TELEPHONE J -80X • -- L!,'MINAIRE ■ a * 24' -0 I/2' I _ SAWCUT EXISTING A.G.P. TELEPHOM M.H. _ 1\ GUAPD POST (TYP ] EXI,TIN3 LANDSCAPING TO REMAIN. R0TEG T GI;RI?4O CONSTRUCTION R�° AP O� DEC 15 \992 p VI'oIC CI 't OCT 5 in 92203SP.DWG 09/02/92 1049 0 4470 0 0 tn RICHARD O. FREIHEIT STATE OF WASHINGTON "f -fi'r_ � � .... .. `a S.A;.. wlr•C . Jf' ri. +t , a� �. , fiF ... cq3' •Ky3 ' Z. r 1J5 3• Y Y• z ,. • eee eeee REVISED PER CITY OF TUKWILA 1ST. REVIEW 13Y: OTC/BWJDCS rEle 1. `''c4.111, 1 . LEGAL DESCRIPTION PARCEL 'A' That portion of the Stephen Foster Donation Claim No. 38 in Section 16, Tt wnship 23 North, Range 4 Fast. W.M., In King County, Washington described as follows: COMMENCING at a point which bears Ncrth 40° 01' 05' West, 920.15 feet from a monument at the point of Intersection of a curve on the centerline of the Duwamish- Renton► Jenction Road, said point of Intersection beg approximately 1,000 feet East and 20 feet South of the quarter comer between Sections 14 and 15, said Township 23; THENCE North 49° 24' 00" West, 835.00 feet on a line parallel to a nd 150 feet Northeasterly of the centerline of said Duwamish- Renton Junction Road, to a point which hears North 81° 44' 15° East, 199.17 fast from the point of a curve on the centerline of said Duwamish•Renton Junction Road, said point of curve being approximately 1,200 feet North and 440 feet West of the quarter comer between said Sections 14 and 15. THENCE South 40° 36' 00' West, 20 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Rai.'way; THENCE North 49° 24' West, along said right -of -way, 378.29 feet to the TRUE POINT OF BEGINNING; THENCE North 40° 36' East, 150 feet; THENCE South 49° 24' East, a distance of 182.29 feet; THENCE South 40" 36' West, 150 felt; THENCE North 99° 24' West, 182.29 feet to the TRUE POINT OF BEGINNING. PARCEL 'B° • A non- exclusive easement for Ingress and egress over the following described property: That portion of the Stephen Foster Donation Claim No. 38, in Section 15, 'Township 23 North. Range 4 East, W.M., in Kinp County, Washington described as follows: COMMENCING at a point which bears North 40° 01' 0 West, 920.15 feet from a monument at the point Of intesection of a curve on the centerline of the Duwarnlsh- Renton Junction Road, said point of intersection being approximately 1,000 feet East and 20 feet South of the quarter corner between Sections 14 and 15, said Township 23; THENCE North 47° 24' 00" West, 836.00 feat on a line parallel to and 150 feet Northeasterly of the centerline of said Duwamish- Renton Junction Road, to a point which bears North 81° 44' 15" East, 199.17 feet from the point of curve on the centedine of said «'uwamish•Renton Junction Road, said point of curve being approximately 1,200 feet Noah and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 38' 00" West; 20 feet to the Northeasterly margin of the right -of -way of the Puget Sound Etect+ic Railway; THENCE North 49° 24' West, along said right -of -way, 408.29 feet to the TRUE POINT OF BEGINNING; THENCE North 40° 36' East. 180 feet; THENCE South 49° 24' East, a distance of 212.29 feet, THENCE South 40° 36' West, 30 feet; THENCE North 49* 24' West, 182.29 feet; THENCE South 40° 36' West, 160 feet to said Puget Sound. Electric Railway right -of -way; THENCE North 49° 24' West, 30.00 feet to the TRUE POINT OF BEGINNING. pARCEL "C" A nonexclusive easement for inoress end egress over the following described property; That portion of the Stephen Foster Donation Claim No. 38, in the Northeast Quarter of Section 15, Township 23 North, Range 4 East, W,M., King County, Washington, more particularly described as follows: COMMENCING st a point which bests North 40° 01' 05" Wrest, 920.15 feet from a monument at the point of lnteesection of a curve on the centerline of the Duwamish; Renton Junction Road, said point of intersection being spproximately 1,000 feet Eest and 20 feet South of the quarter corner between Sections 14 and 15, Township 23 North, Range 4 East, W.M., in Kir,g County, Washington; THENCE North 49° 24' 00" West, on a line 150.00 feet distant from arld parallel with the canteriiere of said Duwamish- Renton Junction Road, a distends of 835.00 feet to a point which beers North 81° 44' 15" East, 199.17 feat from a monument at the end of *curve on the centerline of said Duwamish- Renton Junction Road, said end of curve being approximately 1,200 feet North and 440 seat West of the quarter condor between said Sections 14 and 15; THENCE North 49° 24' West, e distance of 16.00 feet; THENCE North 40° 36' East, a distance of 882.10 feet; THENCE North 49° 24' :•Vest, a distanoi of 310.21 feet; THENCE South 40° 36' west, a dietenee of ^t.2 -10 tom,; THENCE North 49° 24' Weat..52,08 feet; THENCE South 40° 38' West 150.00 feet to the northeasterly margin of the right -of -way of the Puget Sound Elecuic Railway; . THENCE Noah 49° 24' West, along saldmareln of the right -of -way, a distance of 30.00 feet to the true point of beginning; • THENCE South 40° 36' West, 100 feet; THENCE South 49° 24' East, 40.00 feet; THENCE North 40° 36' East 100.00 feet to the northeasterly margin of the right-of -way of the Puget Sound Electric; Railway; THENCE North 49° 24' West, alone said margin 40.00 feet to the true point of beginning. ALL SITUATE in the County` of King, State of Washington. tasEsc ". That portion of the. Stephen it'ostgr Donation Claim No. 38 in the Northeast Quarter of Section 15. Township 23 North, Renga 4 East, W.M., in Ki7Q County, Washington described as follows: • COMMENCING at a point which boars North 40 01' 05" West 920:15 feet from a monument at the pint of intersection of a curvy on the centerline of th*f D..rwamish•Renton Junction Load, said point of intersection being approximately 1,000 feet.Eset and 20 fast South of the quarter corner between Sections 14 end 15, Township 23 North, Range 4 East, W.M., in King County, Washington; THEfkCE North 49° 24' 00 ' West on s line 160.00 feet distant from and parallel with the centerline .01 the said Puv.arelish- Renton Junction Road, said end of curve being erexoximetely 1,200 feet North end 440 feet West of the quarter corner between said Sections i e and 15; THENCE South 40° 36' 00' West 20 feet to the Northeasterly margin of the City of Seattle's transmission taw right-of-way; THE14CE teotth 49° 24' 00" West *long said Northeasterly margin 198.00 feat to the TIWE POINT OF BEGINNING; • THENCE CONTiNUING North 49° 24' 00 West 172.29 feet; THENCE South 40° 36' OW West 90.00 feet; THENCE South 48° 2A' 00° East 17229 feet; THENCE North 40° 38'00" East 90.00 feet to the TRUE POINT OF BEGINNING. (Containing ;5,506.1 square feet). Situate in the County of King, State of Washington. ,,« *�7;e�`�;� r� , er•,.; ,•. LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE EXIST. SPOT ELEVA'T'ION PROPOSED SPOT ELEVATION PROPOSED CONTOURS FASTING CONTOURS EXISTING , WATER EXISTING SANITARY SEWER SLOPE ARROW PROPOSED STORM DRAIN EXIST. STORM DRAINAGE ASPHALT SWALE TOP OF CURE, TOP OF PAVEMENT . TOP OF CONC. RETAINING WALL BOTTOM OF CONC. RETAINING WALL (AT FINISH ASPHALT GRADE) SURVEY DATA DATUM: NGV0) BASIS OF BEARING: BENCHMARK: FEMA Flood Insurance Study Reference Mark 324 Elev. 24.46 )91. kVP, GRADING STORM D SCALE 1" in 20' 170.7 TP x bee W 172 4.11, MOM APO AIIMI 170 -40111- .U1K r SD TC TP T W BW North 49° 24' 00 West along the centerline of Interurban Avenue, from Record of Survey recorded in Volume 52 of Surveys at page 114, under Recording No. 8:11179002. EXPP 0 - • 6" PVC SPR-35 Q.S. TIGHTLINE 0 I% 0 co 1- D.S. ms o - : e - 17.3.- O_ 4 TP ClE RIDGE LINE ITS 1 co 17.25 TP W M Ili Q.S. 6' PVC S &R -35 D.S� - TIGHTLINE (USE r D .S. D.I. UNDER PVMT.)/ q3 1 TB TR 17.82 TC T - w -- (FIELD VERIFY) EX. POWER VAULT TO REMAIN EX. PP INS * CB #I TYPE 1 (ZIM a 16.40 I.E. e 14.67 (121 I.E.= 14.67 (6 "S) 56 LF 12' D! •- - - (CL 50) m 0.22 %� EX. CURB TO REMAIN SEE SWALE SECTION ON DETAIL SHEET INSTALL; 25 LF OF 12' WIDE GRASS-LINED 610 - FILTRATION SWALE m 1.0% INSTALL* CIS TYPE - 1 - .._ RiM = 16.30 I.E.- 14.07 (I5'SW) I.E.= 14.07 (15 "N) S 49'24'00' OHP SAWCUT EX. ASPHALT PRIOR TO REMOVAL INSTALL CEMENT CONC. te INTEGRA CURB 8 WALK - •1 - -- I v. IOS C TYPE YPE: 11-72' SOLID LID MIL/WATER SEPARATOR (SE DETAII RIM 4 18.61 I.E.= 13.87 (I5 "W) LE.. 13.87 (12'E) LE = 13.87 (15'NE) OF e 16.1 t/'®LIT!' CONFLICT NOTE: CAUTION l.E' aoN77 CroR $LOLL BE RESPONSIBLE FOR VERWYNYG r7C LOCA?7ON , DIMENSION, 6 DEPTH OF AU. MSTOVO urtun s W1ETH€R SHOWN ON r1 , sE PLANS Of rroT BY POIHOLPIG THE (17 L?T S AitV SURVEYING THE HGRIZCWTAL 8 VERTICAL LOCA T?CW ArrIOR TO CONSTRUC7701 Tis S1L41.d. MODE CALLS* U71.1TY LOCATE 4 I-800-424-55.1.1 AAV THEN POTHOUNG ALL of THE EJ1' YAtl3 UTILITES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VEPFY 14'siETtilEFf w NO CcF .rS MST. LOCA77ONS OF SAIO UTRJTES AS SHOWN ON THESE PLANS ARE 8.407) ( 'ON 77-E UNVERIFIED D > r a (4 TIN AI ARE 'SUBJECT TO VAR.4 nom . t1F' CONFLICTS r!U(X..D °CCUR, • THiE CONTRACTOR -$t HALL. cOIT AIL r BARGNAt15F.T+r CofNSUL TAV'G psi INC TO RE'SOL VE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONtSTPUCT7Cti r EX. CB 19.0 TB EX. CURB TO BE REMOVED 17.42 TC 78:75 "rP_ el INSTALL' CB #9 toR YPE I IM if 16.5 I.E. a 14.51 (12' NE) I.E.. 14.42 (12' SW) 21 LFI2'DI (CL50) I4 e5 : 5 0.22% INSTALL' ROCKERY - i.E. ■ 14.37 --' A 8" CURB INSTALL' ROCKERY _ - -�, !E. -14.12 ( W /TRASH 18.6 IP 18.6 TP ,e0 CURB 16.5 TP ,. E)( _CB EX. ASPHALT CURB / - AIWA I3. TO @E REMOVED - / LE, 12.3 b r ONC. W) \A 2 9 LE. a 72.52 CONC. E) 8' CURB 6" CURB TWel5.17.. 8 We 144.5 5 - \ TWel e.3 nw. i d E 17J TC s1 Ts C (FIELD VERIFY) \ i RIM = 19.47 LE. a 14.27 (I5° CONC. W1 I.E. a 13.82 (15' CONC. NI AINAGE .PLAN '_ •tA`� 4 1 1 27TC t Q e . � €f' 4 6 24' F 11 INSTALL► CAST- iN-PLACE CEM. CONC, RETAINING WALL ASECARCHITECT. PLANS FOR DETAILS AND SECTIONS VIEW. S 49 °24" O0" E. 212.29' 7 _T BW"I 5,2 17.5 TC 17.0 T LEX. SIGNAL INTERURBAN AVENUE SOUTH SPECIAL NOTES: Q CONTRACTOR SHALL FIELD VERIFY ELEVATION OF EXISTING WATER ):MAIN PRIOR TO PROCEEDING WITH STORM LINE CONSTRUCTION. NOTIFY CITY OF TUKWILA WATER DEPT. (433 -0179) 48 MRS. PRIOR TO CONSTRUCTION. KD ADJUST EXISTING TELEPHONE VAULT LID AND RIM ASSEMBLY TO NEW ASPHALT GRADE ADJUST EXISTING POWER VAULT LID AND RIM ASSEMHI.Y AS REOUIRED TO MATCH NEW ASPHALT GRADE. ALL NEW 8' REUSED RISER SECTIONS SHALL BE GROUTED IN PLACE. INSTALL AASHTO HS -20 TRAFFIC RATED LID ASSEMBLY. INSTALL SUMP PUMP IN POWER VAULT PER POWER COMPANY STANDARDS. TW *I6.3 BW ■15.0 15.1 TP (FIELD VERIFY 15,5 15.6 EX. SIGNAL- J -BOX EX. CB RIM a 20.47 I.E. = 16.42 (DI W) INSTALL* CB #4 T" PE 1 RIM ° 15.30 LE. " 14.34 (12' SW) I.E. -14.5 (Ilk' El - -- -- - - -EX. CURB TO BE REMOVED W L9 Q TB EX. GUARD POSTS (' --EX. TELEPHONE BOOTHS - FUTURE MI T RQ34 . TRUNK LINE (SS) •- -T0`8E CONSTRUCTED BY OTHERS AT A FUTURE TIME. .-_ 84'0 DIA. MANHOLE TO BE CONSTRUCTED BY OTHERS AT A FUTURE TIME . e - EX. TELEPHONE J -BOX - EX. LUMINAIRE SAWCUT EX. ASPHALT - PRIOR TO REMOVAL RIM " 17.45 LE. - 3.42 (21' CONC. N) I.E. - 3.37 (21' CONC. S) ADJUST EX, TELE. RAH RIM ASSEMBLY AS REOUIRED TO MATCH OHP ism 06 6Z Be LZ 9Z GZ fiZ , , , !! Il�lI1111IIJIII11�1!111114110ill 11111�i1111111111111III ,l�f1 3 4 ,..� ..,.�� 6 NOTE: If the microfilmed document its - less clear than au this 1, � notice, it is due to the quality of the original document, Ez i; z tz oz 61 9L LL 11,11111.a 1 111111 !1 91 fit et Et zl 1111111tH[ 1orjsjnf hpf-1.� - i Ii_jTrriTifF1i Rili I,-►I tl OL 6 8 , 111111111111i11 111111 !1111111111111 11111111111! 1111111i111111 1 1I1i1!Ii111i1111111! VIII+1(TILT`11111111111111II 1.1111111111111 - 10 11• MAU£lNOERMANY 12 0 +l E Z t ww 0 11111111111111111116111111111611 kee FEMA 100 YR. FLOOD ELEV.. 14.3 APPROVED PER PUBLIC WORKS LETTER DATED it W ow 11 OCT21 199; 0 rta I a l 5 co ° 1 itte ta- CITY Csr 'i ; Ji;ll'.'riA 0C.T 2 21999 • CV } s ibm 1:4 11 vs 3C a. cum as sense earev '474 sitisso a C mom 0 t 11 "um F- US CO 0 �tf) .*tai( 91182SP.DWG 01/22/92 0963 pun Ti• t I Swim � N rs a CO N 01s 2 caw . ; 7 . STORM DRAINAGE GENERAL NOTES ALL WORK AND MATERIALS SHALL . BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS .FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON ; STATE DEPARTMENT ` OF TRANSPORTATION AND AMERICAN PUBLIC .WORK • ASSOCIATION, WASHINGTON STATE CHAPTER, 1989 EDITION, TOGETHER WITH THE LATEST EDITION OE THE CITY OF TUKWILA ENGINEERING STANDARDS. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. IT SHALL BE 714F SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT 1433-18501 N1UST BE CONTACTED FOR 'A -PRECONSTRUCTION MEETING. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULO THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY. VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY, THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT 1-He UTILITIES UNDERGROUND LOCATION SERVICE ;(1 -800-424.5555) PRIOR TO CONSTRUCTION: THE OWNER OR HIS REPRESENTATIVE SHALL BE: IMMEDIATELY CONTACTED IF ' UTILITY CONFLICT EXISTS. 8. CATCH BASIN - TYPE I • PER WSDOT /APWA STANDARD PLAN B -1 OR ASSOCIATED SAND AND GRAVEL CB-15, OR EQUAL. 7. CATCH BASIN - TYPE: II - PER WSDOT /APWA STANDARD PLAN B -1E, 148' 1.D. OR 54" LE. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL CB-19, OR EQUAL. 8. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD PLAN B- 12). 9. ALL TYPE II CATCH BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSDOT /APWA STANDARD. PLAN 8 -12. 1"0. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD FLAN 8 -2A. 11. ALL CATCH BASIN, GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL. 12. ALL OIL/1lVATER SEPARATOR CB GRATES SHALL BE OE THE ROUND SOLID LOCKING TYPE. 13. ALL STORM, DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: A. HELICAL; CORRUGATED ALUMINUM IOR ASPHALT - TREATED STEEL), MINIMUM 18 GAUGE OR GREATER AS SHOWN 2 -2/3" X 1/2° CORRUGATION, WITH WATERTIGHT CONNECTING BANDS. 8. CONCRETE, PER A.S.T.M. C -14, CLASS II, NONREINFORCEQ BELL AND SPIGOT (WITH BELL FLUSH WITH C.B. WAIL OF USED), WITH RUBBER GASKETS. P.V.0 / CONFORMING .TO A. D -3034 - SDR 35. PIPE MAY BE ANY OF THE ABOVE PROVIDED; 1) PIPE JOINTS MUST BE OF THE SAME MATERIALS, ANC? 2) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAI:'MUST BE USED. E. MINIMUM PIPE COVER SHALL BE 2.0 FEET. F SMOOTH WALL SPIRAL RI$ E (OR ASPHALT. T REATED STEEL) PIPE, 16 GAUGE; W/34" X 3/4" RIOS AT 7 1/2" a:C. G ADS FORMED SMOOTH INTERIOR TO T HE REQUIREMENTS . PIPE A.A.S.H.T.O. AN EMENTS OF A.A:£T.H.T.O. M. 294. 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT /APWA SECTION 9- 30.711)B FOR ,ALUMINUM AND P.V.C. PIPE;•AND SECTION 9.303(1)A FOR CONCRETE: PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 92% MINIMUM DRY DENSITY PER A.S.T,M. D =1557- 70. . 15 ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON ' STATE. SPECIFICATION 7- 02.3(11. ,THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LEzNCTH oe THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELbING BASE IF THE NATIVE,MATERIALI.N THE '3OTE'OM OF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL BACKFILL FOR PIPE BEDDING,' THE FIRST LEFT 'OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE;BOTTOM THE TRENCH IS ' LOOSENED. REGRADED, A COMPACTED TO FORMA DENSE UNYIELDING BASE. AU. BUILDING. ROOF DRAIN DOWNSPOUTS AND FOO DRAINS' ;SHALT_ BE DIRECTLY CONNECTED TO THE, MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM: ROOT~ DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS ANQ SHALL CON TRUCTEJY OF 6" IOR 8" DIAMETER WHERE SHOWN) P.V.C. (RIGID, NONPEfFORATEO FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAINS.) SUFSICCIEENT CLt ANOUTSS AND BENDS SHALL BE INSTALLEQ SO`THAT THE SYSTEM CAN BE EASILY MAINTAINED, THE,•SYSTEM SHOWN HEREON; IS SCHEMATIC ONLY. . THE DRM.NAGEIGRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SITE THE CONTRACTOR SHALL A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUT'S AND SUBMIT SAME TO THE - CITY ENGINEER, AND OWNER UPON Cowt.E:ION OF THE WORK. 17: AI.L ROOF AND FOOTING DRAINS SI-IALL BE'LOCATED IN THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED ON THE GRADING PLAN TO BE SAVED: DRAIN LINES SHOULD BE. LOCATED OUT'SIDETHE DRIPLINE TREES TO . BE SAVED WHEREVER POSSIE EE, THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN .THE ENGINEERING DEPARTMENT: ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL mom THE PROPER AGENCY, 5. 44i as. 19.. STRUCTURES SHALL NOT SE PERMITTED WITHIN 10 FEET OF. THE SPRING LINE. OF ANY STORM DRAIN PIPE. Q CONSTRUCTION OF E)E AT RI,VGI (GROUNDWATER) SYSTt~N, IF REO SHALL BE IN ACCORDANCE WITH THE,A.P.W.A. STANDARD SPECIFICATIONS, SECTION 61;3,02, 1981 EDITION, 21. PRIOR TO OCCUPANCY,'' THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT SY PUMPING, (DO NOT PUMP OR'1 SPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY; SEWER SYSTEM.) .RIP RAP ROCK' FOR EROSION` PROTl CTION.SHAU. BE.OF SOUND 6UARRY ROCK PLACED TU;A MINIMUM DEPTH OE ONE11)• I=O0T, ROCK AGGREGATE To BE AS FOLLOWS: 1/2 ".-2 °- .10% -40% 2 "= 4a-:24 %`•40% 4 " -8 =4O 70% 23, TESTING: OF Alt S'tORM SEWER PIPE WILL ;BE, AT THE OPTION OF THE CITY OF TUKWILA, 21. WHEN PLAIN ALU.VIINUM PIPE OR PIPE ARCH 18 USED WHERE IT WILL BE IN : CONTACT. WITH CONCRETE OR CONCRETE' PIPE, ALL ALUMINUM .SURFACES IN CONTACT WITH THE .. CONCRETE OR C0Nt 4ETE PIKE SHARE BE PAINTED WITH TWO COATS OF PAINT, THE ALUMINUM PIPE . TO BE PAINTED SHALL BE 'CLEANED WITH SOLVENT TO REMOVE 'CONTAMINANTS. AFTER CLEANING. THE' PIPS SHALL BE PAINTED WITH TWO COATS OF PAINT CONFORMING .;'TO FEDERAL " SPECIFICATION TT (PRIMER, PAINT, 2ENC CHROMATE.AL VEHICLE3.1 GRADING GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,` WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1985 : EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3, 1T SHALL SE THE SOL.E RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 15 - 3; 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -18501 MUST BE CONTACT ED FOR A PRECONSTRUCTION MEETING. 5. ' ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1•8Q0.424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION /SEDIMENTATION CONTROL PLANS. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO MINIMUM 95% DRY OPTIMUM • DENSITY PER A,S.T.M. D- 1557.70 (MODIFIED PROCTOR). 8. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING. 9. IMMEDIATELY FOLLOWING FINISH GRADING, ANY DISTURBED AREAS NOT SPECIFIED FOR PERMANENT LANDSCAPING SHALL DE SEEDED AND STABILIZED WITH PERMANENT VEGETATION, CONSISTING OF RAPID, PERSISTENT, AND LEGUME GRASSES (MINIMUM 80# PER ACRE). THIS IS TO INCLUDE: 20% ANNUAL, PERENNIAL OR HYBRID RYE GRASS 40% CREEPING RED FESCUE 40% WHITE CLOVER 10. THE SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY. 11. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TIMES BY SWEEPING. WASHING OF ANY TRAVELED SURFACE WILL NOT BE ALLOWED. 12. ALL PARKING . AND DRIVEWAY AREAS TO HAVE POSITIVE DRAINAGE TO COLLECTION /CONVEYANCE SYSTEMS OR OVERLAND SHEET DRAIN AREAS AT ONE PERCENT MINIMUM SLOPE; PLAN DETAILS SHALL NOT SUPERSEDE THIS REQUIREMENT. 13. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED IN ACCORDANCE WITH CITY OF TUKWILA, WSDOT /APWA STANDARD PLAN B -11, AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT -LINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR THREE 13) INCHES, WHICHEVER IS GREATER. • 14. EXTRUDED CEMENT CONCRETE CURBS AROUND ASPHALT EDGES SHALL BE CONSTRUCTED PER DETAIL. TYPICAL PAVEMENT SECTION N.T.S. SPECIAL NOTE: ALL SUBG RADE� TO BE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE SOILS REPORT: t.E.K 13.87 C ) 14 __ C 25 YR,/ FLOW J, 0.33 CFS - E 0 -21-92 REVISED PER CITY OF TUKWILA 1ST. REVIEW BY: TC /Bw /DCS OVF.RFLOW EL. TO PROVIDE,, DETENTION a OIL SEPARATION OVERFLOW 16.1 NO RESTRICTOR PLATE FRAME 4:ND LADDER OR PLANS SHEET// (SEE EXIST. ASPHALT -,- --NEW CONC. CURB X �Ta Zr 15" SD • , SECTION A -A GRASS- LINED BIOFILTRATION SWALE SCALE 1' R 2' PLAN VIEW CB No. 3 SCALE I" # 2' SCALE I' A 2' ROUND SOLID COVER MARKED "DRAIN° WITH LOCKING BOLTS RIM 18.6 L• CB No 3 TYPE II 72" CONTROL STRUCTURE WITH GILJWATER SEPARATOR STANDARD GALVANIZED STL . / - LADDER OR STEPS /PIPE SUPPORTS 3 " #0.9O (GA) BOLTED OR IMBEDDED 2' IN WALL AT MAX. 3" SPACING MIN. ONE SUPPORT - I.E. 13.87 '-,__ CLEANOUT .GATE SHEAR GATE NEW CONC. OI )VE-THRU ra CH Sterrrxr AESEE WASto ROCK •KTtR VOW °d" . s.ss II J1IIIII1j1I1I1I1II! II111I1I111III II ." 0 ,•nist, 1 2 3 1 11 111 I ! IIIt(IllIJI 1II� III 'III�f f 1 1 1 , 1 1 it 4 5 6 7 NOTE: If the microfilmed document is lass clear than this notice, it is due to the quality of the original document. 06 6Z 8C LZ 9Z sZ �i3 ' >ri' e LZ 0? 61. 8L Lt 9L St VI El ZI LL 01, 6 I j 111li1111111111111I111 1111 1IIrItiII1r1III11II1Iii1Ln1i111111Illllf llh i! it ILiIIIII11.!111111ih111111II1H11 !I 1!!!!i1'!li 1 1111,VI 11111 11IIIII !I1II1111111111!111llllll11I11; ti h 11111 111111111111111111111111 9 t 10 e z t WW III1IIrl II111111111111i11111I1111111I11 'Filter Fabric Material 60 wide rolls. :_. Use staples or wi o rings to E.ttatch fabric to wiro 2' by 2' by 14 Ga, Wive r. Fabric or equiv • d dtorn o ,Ater material - in 8' by 12' trench . 6' Max. I �- 2' by 4' wood posts, standard or better or L equal alternate: Steel fence pos13 MO RUNOC r 19AI R WITH scauser Wf 4 ORATE CB PROTECTION DETAIL SILT FENCE DETAIL N.T.S. N. T.S. a Provido 3/4 - 1.5' washod gravel ba;:kfitl ----�- in trench and on both sides of fitter fence fabric on the surface USE 2" TO 4" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH 'EWES" IS NOT ACCEPTABLE. THE 5O MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL` IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY N.T.S. Filter Fabric Material 2' by 2 ' by 14 Ga. Wire Fabric or oquiv. 2' by 4' ward post ---- -- Alt: Stool fence posts FITr*RD WATER - PUBLIC REG1 -T-OF -WAY LETTER DATED r/ - 8" Mn. i . WASxm ROCK ° o, oe• ege�e °•Oe °• "e °e °•a• ° ° + °`oe•o °• °o y/ (►TuwarP o °° ° J ° o °° a • ° : °° O °0�1 °O °e °e °e °OCJ °° °OV'•• e ° : 0 °° • • L a °°ea •J . o°e eo° °O� • 0:0 0 O 0 0 0 N° ° A o o ° MEW ,^ 'fl'"tt�t1 � ,�/' L 10£ MK wiH\ njt:R FAMIC r. i ' • au sav EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD TEMPORARY CONSTRUCTION ENTRANCE APPROVED PER PUBLIC WORKS OCT • 21 139? H IZ Ix 0 et 10 0 0 0 Li z ES In Itt 1 . j m z 0 0 co to OCT 22 1992 L 91182SP.D'WG 01/22/92 0903 TAPERED CONC. CURS I i /2" = i' 1 I/2" CONC. CURB AND GUTTER FULL SCALE I% SLOPE CONCRETE AGAINST BUILDING b' -O' 44' MI ED.i EQ SLOPED SIDEWALK 6" STEEL PIP BILL W/ GONG. METAL HALIDE FIXTURE SEE ESI 4 0 - -f�-•- r' P p A 2" VENT TO + $' -2" TYPICAL CONCRETE CURB C✓ESSEiD CAN .HASH, 5MOOT 1 GONG. FINISH FD. '^1" 3/4" 1-i,W. TO BUIL DINO (I NwiULATE W) 2.1 VERTICAL. ONE IN , EAGM CSI'' THE LAST Tle eND CELL E 6" COI•'!C APRON' - -- BROOM FINISH 1'•(ft: .a1'.P d2iast;nonr.x.. EASE E-D6E T P ED CONC CURD 1 5" H. TO SEWER 6" SPLIT FACE GONG. 5LK, HCL.ES FOR CANE BOLTS ---- - -- #5 AT '32" 0/0 TRASH ENCLOSURE PLAN --- PROPERTY LINE 1 *5 CONT. I/2" RADIUS TOP OF PAVING I . CK1NC. BLOCK MORTAR. ..r. TO BE rl..Iu5E4 -4 emoari4 (INSIDE). 2. SEE SITE PLAN, 5HT, SD-1, FORK 1.,OCAT1ON OF TRASH EM l:.0 JI2E. SEE SNT. Pe -I FoR PLUMBI NCa. sec , ES FOR EL E:GTRICrAL. /metfm+.yxmh K,Atioa.. ►a>y s 1 1 /2ti = 1l-0" CHANGE IN Lei. 6E EN CURB OJT AND ROAD - PAYINS 1/2' MAX 4'- o " - " �. 4' -0" DETECTABLE HARNiN6 TILES SHALL BE "PATI-FINDER. TACTILE TILES` -- *GTDOSI$, COLOR YELLOW, (b.5' X 65" X %4')- RECESS r M INIII-ISUfMUNDINS CONCRETE 4 AL. PAYIN6. PHONE Ho. (BCYJ) 6413 -7114 5` BARRIER -FREE CURB CUT 4' -C7" 5 POST HYDRANT 1 \ SMOOTH FINISH $ SEAL C.ONCRErE 3' -4" ® ii - 4" rti PIPE WARD ( TYP. OF 3 ) 11 2 *5 VERT. 0 to THS INCH 1 5/z3" = 11-0" EXPIRES 1/4" = 11.0" NOTE: IF JT. 15 SAWCUT GUT Mii)3T BE MADE WITHIN 24 HR.S. Or CONCRETE POUR 114el ml/prm'r1G /abS_dJs/ryD30J SAWCUT AT CONCRETE 5" USE 3 /b" RADIUS -- IF TROWELLED .JOINT 15 USED Anc/Irri/prsWIG /,ki.L40.1g 3,8108 SPLIT FACE GONG. BLOCK, COLOR TO MATCH STUCCO b" GONG. APRON nmrient .jnk'7G/dbJ -.24aJ !kjaeia BARRIER-FREE SYMBOL { CFI STL. PIPE' 4" IN LEN StH HELPED TO $" F?IPE, HELP 3/4" PIA. SOLD 5'rL,: ROE b" IN LENOTH INSIDE I ". DIA. PIPE TO AGT HIN.SE FOR DOOR es' DIA. GTL, STD. INT. PIPE PILL INI"! H coNcAere I I /2" = 11_ CONCRETE EXPANSION JOINT THICKEN AG PAVING / / m - .rxKt0411ba_,24t1a/1 20113 TRASH ENCLOSURE SECTION " ...e.,b. /•■. .____._ ..__. ,�._.__......v.....___.,...._.. __�.. TRASH ENCLOSURE ELEVATION ti �. c -y yxn r • a4 . y ,. + : r ip, �, r r '> rt w�•c z 1' a „yt i. t fi .' .... ,- -. ,. ../ " � �l 'J:�hY�'..,t,��r,.1,.�.:. =.5 /., �. - .J 'C r�•...ri. )u;x�,.Fti t .Yl�..t'e�, f.rc�;.r r .. r.:i.... f•..,.. r . �'�.,4..- ..ti`l•..�+�:..J,.,.,sT 6rK .i..a...4.1 . -..:., .`'c, ��.. . ds 3/S" -- SEALANT - CONCRETE PAVIN r► 0 - - ---- POLYETHYLENE FOAM ROT) 0 ` - -- ISOLATION JOINT MATERIAL WHERE; INDICATED L C 1' I'i'I'1'I'1'I'1'I'1'I'�1'I'i i ' l ily! � 1'1i pit wilt 'I lit `' Ii 2 3 4 5 6 7 8 1 NOTE: I£ the icier oflimed' document is leas clear than this notice, it is due to the quality of the original document. 6 4 1 r NOT THICKEN EDGE ONLY I F WHEEL LOADS CAN ;.ROSS THE .,JT. ve rn *1x otiaC/ca7.5_atis/310eua WAIa&NINS TILES INK 'A' co;. .1 WALK WAIaNIN ' TILES 6' VERTICAL OJRB 'L PAINTED YF L.OW Ea (✓) 51p (H!EtH AY PAINT) - 5/4" ELECT- 3/4" H. W. \ (INSULATED) 5" HARNIN& TILES GONG. WALK 1 TYPE 'G' DETEGTAB'...E YIARNIINO- TILES "PATHFINDER TACTILE TILES' NO. GT006I13, COLOR 'YFLLOK (I2" x12" x I/6" ) - RECESS CONCRETE SLAB { /b` - TILES TO BE FLUSH Kt SURRI XJNDII : GONGt.7E AND A.G. PAONE NO.; ( OO) 64a� tt4 worm( /pr,rrhYClab.1. - 441tl6/1y.6-30N 6" DIA. 511. PIPE FILL NtGOt E _ — _�F,1.1C71NN✓ LATCH ( DOL-C.O *201 ) 1 I /2" 1 t3AUGE TYPE "B' - ~ - - - - -- cSAL''IANIZED METAL DECKING PAINT TO MATCH DUILTINc3 ALT "J" STRAPS TO DOORS. . LOCATE TO WOLC, GA,N.E E3OLTS I' HEN DOORS ARE IN U5E. I /2" - - CANE BOLTS (STANLEY #1004H t,") 1 PAIR 3/4" STANDARD PIP (SLEEVE) 4" IN LEI T1-4 WELDED AT BOTTOM CORNER OF EA. DOOR. 4" GONG. SLAB 1^V 6x6 -IO /10 E.WI,W.M. ISOLATION JOINT MATERIAL -- SEALANT I:2 - CONCRETE ENVELOPE AT GATE POST STRUCTURE S . t" LE W : ( / = 11-0FI --- 2" 2" VENT (BEYOND) CEMENT HASH GAP BARRIR -FREE PA :INS SIEN coriC. WALK ri b" SPLIT FACE l5LOGK (OUTSIDE I AGE) IN/ FLUSH JOINTS INSIDE PAINT TO MATCH BLDG. (2) *4 L► 4'-O 0.C. HORIZ. W HOT ATER P.P. POST HYDRANT 4" 1 PIPE GUARD _ *5 AT 32" d/G VERTICAL GROUT ALL CELLS SOLID -- b" x b " - *IO x *10 HELPED HIRE MESH -_- *4 CONT. io" PIA. x 3 -0' DEEP CONC. ENVELOPE : AT EACH PIPE rSUARD 5'-41/2" / 2' x 2" x 114" ANGLE: - MITER JOINT $ WELD AT CORNERS - PAINT TO MATCH BUIt..C?INe 1/2" 11.„011 11/2" x 1/4" 5'rEEL STRAP AT I.2,EAR FACE OF DOOR -' WELE> TO STEEL ANGLE AT CORNERS - PAINT TO MATCH BUILDINS M FOR PLAN VIEW or TRASH ENCLOSURE SEE 1/2 1 .;.} !; , i r -;. i s t u •;l' 6 �, f . fa, 'i � . . "; t S . -. '� ° II IIIIIII I�11:fIIIIIIIII r i ( 111111 1 1 till $ L i `` 9 */ C Z l "" 0 1�iil illlllll( �Ii!(( Inth11i il illilll lmilimhinI1In1111IIIIIIIIiiiiiminnlliiil III1 1.1111111111111111 1 111111I1111111I11 I IIIII 9 r 10 11 MADEIN"R/444N 12 s NOTE: JT. FORMED WITH Rt':MDVABLH MEMBER. NO Pi RIvIANENT METAL, PLASTIC. OR HOOD FORMS. I. m+/pryri IC•%at CONCRETE CONTROL JOINT 5" HIDE PAINT STRIPE TRAP FIC —" LINE 1*11TE i' Arar/ttni r.ntccc.kb.,.�ac4nnyt6is JAMB AT TRASH C ENCLOSURE - PLAN 2 ' 4' 5' co A. STL, PIPE. FILL. 1^V CONCRETE 3/4" pIA. S'1"L ROP I LD ._..7 --- -- TO b PIA. STL. PIPE 1 1/2" lb aAU6E TYPE "8", GAWANIzeD METAL. 2EGKINc SEE DETAIL , 2 "x2 "x1/4" ANOL.E FRAME 4, BRACES l" D3IA. 5Th. PIPE 4" IN L TH I LE7 ONE TO t N AISLE AT DOOR .iU$4"jl, WELL? ANOTHER AT ice" PIPE �1 Qt SEE DETAIL ,.. . ttt NO- AS Mf •QlokIN wr ... S'°-. #: i-14.!!t -ff1 tr, o,w4�B.w ^1^441 ! 'u...6 �.9twtr:-'•a R. ^I'#i =40'FYi . °j 0 i ' 1 1 S\- 0 o O y. I h \ COMING SOON_ -, 4~ -->-. - . i y. I h \ , s tri LIGHT POLE FOOTING TRAFFIC ARROW BOLTING TEMPLATE AT SPEAKER AND MENU BOARD NOTE: GENERAL CONTRACTOR TO VERIFY CORRECT ANCHOR i3OLT LAYOUT WITH TEMPLATE FURNISHED BY OWNER Neeihci/ nk1G/db.9_.d1bAy 4 b LIGHT POLE BASE PLATE 1/2" = 1 METAL HANDICAP SIGN NO SCALE SEE DET. SPEAKER BOARD PLAN SO4 CONC. DRIVEWAY - PREFAB DETECTOR LOOP FURNISHED B OWNER a INSTALLED BY CONTRACTOR. POLE 4 LIGHT WHEN PROVIDED SPEAKER BOARD 4 POST TO BE FURNISHED INSTALLED BY SIGN CONTRACTOR FOR ANCHOR BOLT LAYOUT -- LOOP SUPPORT 5/4' CONDUIT k'1/ PULL WIRE B'I' ELEC. CONTR. FOR COMMUNICATIONS SYSTEM 20 "4b GONG, BASE INSTALLED BY G.G. h»rAr/Vmr clGkb1_241010470 4479 REGISTERED ARC D 0. FREIHEIT F WASHINGTON i• ALUMINUM LIGHT POLE T METAL BASE COVER Fof POST #3 TIES AT g" GRIND OFF TUBE IMPRESSIONS CURB WHEN OCCURS _ GRADE OR PAV/NG (4) #4 BARS --� 20" ROUND CONCRETE BA 5E BY GEN. CONTR. #3 TIES AT 16 O.G. SECTION 'A -A' 3. GLR. -> rtexRM/proldG /cil1...rltbJ .416 101011{01.11101111.111.1.1 NM • 0 K) POLEINF-URNISHED Ns_ _��__ BY OWNER, INSTALLED BY SIGN CONTRACTOR TAMPER RESISTANT — COVER BRACKET VANDAL PROOF - ----. SCREWS (4) BASE COVER ----- GAGE NUTS (4) - TENON POLE --- MTG. BOLT LOGKNUT WASHER BASE IE FLAT WASH. a NUT (FOR LEVELING SEE SHT. ES -I 3/4" ELECT. CONDUIT --I- -/ � --F 4 -1/2" Di A, x 16° x 3 - A.B. FURNIrallaD BY OMER 4 INSTALLED 'BY GEN. CONTR.. Arsr fts0/p .rdrfL/cL^,'S., dtts/VlDN1 LIGHT POLE BASE 4. POST ?.r't i�3�'.�'r� '.�if.. %a'r i ; •:.!9?i:ni5r�+&SS!r�'4JjlMitn? 1, GROUND :0 LUG OPP- HAND HOLE 3" x 5" HAND HOLE NOTE: FOR BASE P BOLTING TEMPLATE SEE 1 "R - DRY PACK 1 (I" MIN.) BY I GEN. CONTR. 4 -CONC. FTGS I INSTALLED BY ,OEN. 1 CONTRACTOR 3" M 1 13 NOTE: UStr WHITE HIGHWAY PAINT TO PAINT ARR,ON NOTE: IF OTHER THAN SARDCO LIGHTS ARE USED, CONTRACTOR TO PROVIDE GARDCO BOLDING TEMPLATE FOR MENU BOARD * SPEAKER BOX. lusoftiffor AKIG /dc9_.dt+s/104a,5 (BOLTING TEMPLATE FURNISHED BY OWNER INSTALLED BY - 3 ". HOLE t — 1/2" THK. STEEL BASE PLATE W a BLUE - Merit nvprfrLrc/ab.1 ow BARRIER-FREE SIGN NO SCALE FIN. &BADE SIGN TO READ "RESERVED PARKING. STATE DISABLED MARKING- PERMIT REOUIRED." — --I- ---I- — ! .1 VAN ACpESSIDLE AurRIN/p- reSMIcb.I _dtMnyl3404 A st/hri/prm'cTG/eb1_ctIsAiD414 3'-O' COMING SOON SIGN CEMENT GAP 4" 4 0.1. PIPE FILLED W/ CONG.- PAINT TO MATCH B111..DING. G'JNc:. POOTING INSTALLED BY GEN. CONTRACTOR /use/txtiseiriCtClea.1.2415/10 414 BARRIER POST yt �._ ^t''�, d� { a ;:cY'� _t •`'� /- -- WHITE DISPLAY CONDITIONS INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: I. 516N SHALL BE REFLECTORIZED 515N WITH THE INTERNATIONAL SYMBOL OF ACC.ESS/NE:1_I7Y. SIGN IS TO BE PORCELAIN ON STEEL W/ SEALED TEXTURE. TO BE MIN. SIZE OF '70 SO. INCHES. 2. SEE SHT. SDI FOR LOCATION. SIGN TO READ: VAN ACCESSIBLE '�-- �-- F.O.: 'RM -125, BRIGHT RED F.C.: H -135, ULTRA E3LAGK - F.O.: H -I35, ULTRA BLACK — BLUE 3. SET 2" 50. SALV. STL. POST INTO I" SO. 2" DP. GONG. FOOTING. NQTES: I. ELIMINAT "VAN ACCESSIBLE" SIGN AT DETAIL (aA) DESIGNATIONS NOTE: F.O. INDICATES FULLER- O'BRIEN F.O.: H --11O, WHISPER WHITE - F.O.: RM -12e), BRIGHT RED NOTE: GEN. CONTR. TO FURNISH AND INSTALL SION COMPLETE W/ 4x4 POSTS (R.W. WHERE REQ'D). SIGN BD. TO BE MINIMUM 3/4" EXTERIOR GRADE PLYWOOD. PAINT ALL EDGES. AND FACES. F.O.: RM- -I25, BRIGHT RED F.O.: H -I35, ULTRA BLACK F.O.: H -I10, V1HtSPER V`1HiTE F.O.: RM -I26, BRIGHT RED - F.O.: H -110, WHISPER WHITE NO SCALE I lED cif }' tlit�� ►1t OCT 5 „ I 1 1111 11111111111111711111111111 1111111 1 11111 limit r 1 i wit if 1 I I 1 1 1 1 1 1 ` F 1 1 1 I I I l i l , l 1 1 I P i l l 1111111-1. 3 4 5 6 7 8 NOTEi T¢ the microfilmed document is less clear than thin; notice, it is due to the quality of the criginal document. 0€ 6L el, LZ 9z CZ 4 7Z ' CZ ZZ lZ 0? 61 81 LI 9l gt 7t Cl Zl 11 Q(, 6 1 I Tit IIIIIIII IIIJ IIIIIIII!IiIIIIiiIIIiIIIIIIiIit IIII Illlt i iiIlm li 1 IIII�III!J IIiI! IIIiiIIIIIIIIIIII1IIIII11111 .11IdJ111IIIIIIII01IIiII 111IIIIIIII IIII!III I III. iI' 1iiIIIIII !IIIIIII111111ItiIIIIIIIIIIII 0 1e MS INCH 1 9 5 , E Z t +'+r+ Q 111111111 li Ikl '1 ( 111. 1 111 1 . 9 t 10 11 wm w omaw 12 -- MENU BOARD 4 POSTS TO BE FURNISHED ---. 8 INSTALLED BY SIGN CONTRACTOR. /ux/m, .;xAic7G /db1..2441/M^ 6406 MENU BOARD ELEVATION 4 -5/8 ".x15 " ANCHC. n BOLTS FURNISHED 4 INSTALLED BY GEN. CONTR. SEE DETAIL FOR ANCHOR BOLT LAYOUT 6" CONG. CURE CONCRETE MENU BOARD BASE _.- CONC. DRIVE - THRU LANE 1/2" ELEC. CONDUIT TO SPEAKER BOARD BY ELEC. CONTRACTOR FOR ILLUMINATION Asr/Prtg4xA+k/Grtlb.I AW:0410 . MENU BOARD PLAN 6" TONG. CURB �..! GOG. DRIV - THRI) N LANE 4'-6' 4 -5/5" 4 x 13" x 5" ANCHOR BOLT'S FURNISHED 4 INSTALLED BY GEN. CONTR. -20 CONC. FOOTINi. S 1/2" ELEC. CONDUIT TO SPEAKER BOARD BY ELEC. CONTRACTOR 1/2" = 11-0" 2 4 SPEAKER BOARD SECTION 1/2" ELEC. -- - COMM IT HOMERUN TO SUB PANEL. LONG. SPEAKER BOARD BASE 3' -I I /2" 5/4 "P CONDUIT W/ PULL WIRE TO COUNTER AT PASS -THRU WINDOW FOR COMMUNICATIONS SYSTEM 1/2" ELEC. COND. TO SI)B PANEL FOR RECEPTACLE I --4'0 BARRIER POST SEE DET. 1/2" ELEC. CONDUIT To MENU E30A1Rc' FOR ILLUMINATION FOR SITE LIGHT z c2 1i w 1/2" = I1-O" V U 0 La.1 ca z c 2 z CO Bg 0 1336 4 1220 4. S O 0) BALBOA AVENUE nt r, 14e703 • DATUM : NGVD BENCHMARK : FEMA FLOOD INSURANCE STUDY REFERENCE MARK 324. ELEV. e 24.46 BASIS OF BEA}2ING N 49 W •WEST ALONG THE CENTERLINE OF INTERURBAN AVENUE, FROM RECORD OF SURVEY RECORDED IN VOLUME 52 OF SURVEYS AT PAGE 114, UNDER RECORDING NUMBER 86111'; 9002. VICINITY MAP "ka gL a tt NTS M polo v5R -- FND.. MON. /CASE 1 -31 -91 CB 4.2 !N 13 RIVE �;, EARLIK I 7; ? : , es *4 AY • W U z W La, Z Z 4 U (-) 0 TRUE POINT OF r t . BEGINNING PARCEL 'Boo & I PARCEL °•C" I _..._j______L eta' SEWER EdS M'T I REC. NO. • \ 5683963 RIM = 19.47 I.E. 15" CONC. W. = 14.27 I.E. 15" CONC. N. = 13.82 Abp" +1 t • ! a, ► 30.00 40.00 : I TRUE POINT OF b BEGINNING oI PARCEL "A" n U CIF + 0e• I 8 2 o N PARCEL THE CURB ?.;TURN AREA SHOWN (CROSS HATCHED) IS APPARANTLY BEING USED FOR THIS PROPER- TY'S ACCESS IS NOT CON- TAINED WITHIN ANY EASE- MENT OF RECORD WHEEL CHAIR RAMP S 49 °24'00" E 40.00' CB RIM = i3.77' I.E. 6" CONC. N. = 12.33' / LE, 6" CONC. E. 12.52' RESS & EGRESS EASEMENT 7701240409 SIGNAL J -BOX 10' 0 a cn LC U Se + 1e ' S 1 ab40 • 3 f ;, A PORTION THE NE 1/4 O F T N /4 OF SECTION. 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA KING COUNTY WASHINGTON . 1" TAX LOT 000300-0106-00 e 1 _6' PNWB EASEMENT REC. NO. 0635644 ertereereeteelee a + ti t ` ' 1 e In +' :1:r: s_ + tis' S 49'24'0 n E 212.29 Ag o" ---fig' ASPH CURB ••••••••.. re" INTEBURBAN AVE. 1 a• °24'00" E O 17 SEATTLE SEATTLI.E CITY v TAX LOT 000300-0112 X02 ----? tie S 16.OR + 4 GSBL ee1111r» // $BBL 24' MULTI -USE EASEMEI T CO --- -_ REC. N 6421494 I Ali 1e a ee ti 6 . 182. 9 24 00 GUARD POST S. MRSIMINIMIMICM - q1 - t 15-- 15.85 11• •1e. POWER VAULT tie' PP !d e ley J t � • PARCEL "D" + � ea si T GUARD POST e+ 9 +1'E' +tiw 114.04: _ , 'I a 1 172.29' Q P OWER VAULT I a �O 6 r eti6• +ti 211• INGRESS & EGRESS EASEMENT REC. NO. 6363751 TELEPHONE BOOTH 2 S e TELEPHONE J -BOX .0 N • %y • i ga ga m CC D U 0 Lii 0 CC I-- X Iii // tit • n a 10 '-•••• fob CB s ems_ of LUMINAIRE 4 3 q's z s • \� G 3 CURB f CURB GUARD POST + y 6 TELEPHONE MH e tie S 49 24' 00" E e1 _. + 5e' 64.98' If - ....TRUE POINT OF 'BEGINNING PARCEL "D" POINT "Al' FOR IIIMIENENT REC. NO. 66315644 TO 6" EXTRUDED r•;1• 10 S , RIM = 20.47 I. E, 12" D.1.` W. = 16.42 LEGAL DESCRIPTION ke1 eL' TEnar p of the Stephen Foster Donation Claim No 38 in Seetion 15, Township 23 North. Range 4 East. W.M., in Kin() Canty. Washington described as follows' COMMENCING at s point which beats North 40° 01' 05' West. 920.15 teat from a monument at the point of intersection of a Curve on the centerline of the Duwam;steRenton Junction Road said Arent of intersection being approximately 1.000 feet East and 20 feet South of the quarter corner between d ah THENCE Sections North 14o en 49° 15. 24 ' 00' WTownse t, ip 835 .00 feet on a line parallel to and 150 feet Northeasledy of the centerline of said Duwamish•Renton Junction Road, to a point which bears North 81 ° 44' IS' Cast, 199.17 feet from the point of s curve on the centerline of said Ouwamish•ltemon Junction Road, said of curve proby 1 200 h and 440 feet We: t of the quarter corn betw said Sections 14 and 15: T point HENCE South 40 being ° 36 00' 1Nest. matet 20 feet to feet th No margin of the right- ofemay of the Puget Sound Electric Rai;way; THENCE North 49 24' West, along said right-ol•way. 378.20 feet to the TRUE POIN• OF (BEGINNING: THENCE North 40° 36' East, 150 feet: WHENCE South 49° 24' Fait. a distance o! 182 29 feet THENCE South 40° 36' West. 150 feet: THENCE North 49° 24' West, t82 29 feet to the TRUE POINT OF BEGINNING. PARCEL '8' A non - exclusive easement for ingress and egress over the following described properly: That portion of the Stephen Foster Donation Claim No. 38, in Section 15, township 23 North, Range 4 East. W.M., in King County. Washington described as follows COMMENCING at 3 point which bears North 40° 01' 05• West, 920.15 feet from a monument at the point of intersection of a curve on the centerline of the p)uwarn Junction ?Dad, said point of intersection being approximately 1,000 feet East and 20 feet South of the quarter comer between Sections 14 and 15, said Township 23; THENCE North 49° 24' CO' West, 835.00 feet on a line parallel to and 150 feet Northeasterly of the centerline of said Duwamish - Renton Junction Road, to a point which bears North 81° 44' 15' East, 199.17 feet from the point of curve on the centerline of said Duwamish- Renton JutCtiOlI Road. said point of curve being approximately 1.200 feet Nonh and 440 feet West of the quartsr corner between said Sections 14 and 15: THENCE South 40° 36' 00' West, 20 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Railway; THENCE North 49° 24' Wes, along said right -of • ' ay. 408.23 feet to the TRUE POINT OF BEGINNING. THENCE North 40° 36' East, 180 feet; (HE South 49 14' East. a distance of 2 f 2.29 feet, THENCE South 40° 36' West, 30 feet; THENCE North 49 24' West. 182.29 feet; THENCE South 40° 36' West, 150 feet to said Puget Sound Electric Railway right•of -way: THENCE North 49° 24' West, 30 00 feet to the TRUE POINT OF BEGINNING. P11RS€L _� A non - exclusive easement lot ingress and egress over the following described property: That portion of the Stephen Foster Donation Claim No. 38, in tf» Northeast quartet of Section 15. Township 23 North, Range 4 East. W.M.. King County, Washington, more particularly described as follows: i COMMENCING at n o m which Nonh s ° 01' p c boar s U 0 05 West. 920.15 feet from a monument at the point of intersection of a curve en the centerline of the Duwamish- Renton Junction Road, said point of intersection being approximately 1,000 feet East and 20 feet South of the quarter comer between Sections 14 and 15, Township 23 North, Range 4 East. W.M., in King County, Washington; THENCE North 49° 24' 00' West, on a line 150.00 feet distant from and parallel with the centerline of said Duwamish - Renton Junction Road. a distance of 835.00 feet to a point which hears North 8i° 44' 15' East, 199.17 feet from a monument at the end of a curve on the centerline of said Uuwamish- Renton Junction Road, said end of curve being approximately 1,200 feet North and 440 feet West of the guano,. corner between said Sections 14 and 15: THENCE North 49° 24' West, a distance of 16.00 feet: THENCE North 40 36' East, a distance of 682.10 feet: THENCE North 49° 24' West. a distance of 310 21 f eet; THENCE South 40° 36' West, a distance of 557.10 feet; THEN.. E North 49° 24' West, 52.08 feet; THENCE South 40°36' West, 150.00 feet to the northeasterly margin of the right•at -way of the Puget Sound Electric Railway; THENCE North 49° 24' West, alone said margin of the right -of -way, a distance of 30.00 feet to the true point of beginning; THENCE South 40° 36' West, 100 feet; THENCE South 49° 24' East, 40.00 feet; THENCE North 40° 36' East 100.00 feet to the northeasterly margin of the right•of -way of the Puget Sound Electric Railway; THENCE North 49° 24' West. along said margin 40.00 feet to the true point of beginning. ALL SITUATE in the County of King, State of Washington. SANITARY SEWER RIM = 17.45 I.E. 18" CONC. NIy 3.42 I.E. 18" CONC. Sly = 3.37 0 O O In 163.00' 90' 3 4 * LL 6 O Fr x O MH 0 In FND, CONC. MON. W /BRASS DISK HI -91 it 1 123.02' 49 24' 00" E + tie' 19 143 +80.40 I„� - FNO. MON.iCASE ty 1- 11 -91 LEGEND ',! k=i4 8 MONUMENT IAS NOTED( WT p texeiweeiceeezeeetextme STORM SEWER amc=======a=m SANITARY SEWER OVERHEAD POWF•R - - -- -•_- CIJRR 1 w - tt--- i.-- -w. - -- rENCE tAS NOTED 0 MANHOLE tAS NOM, C3 CB CAM. BASIN WATER VALVE .� HTCHANT O Pp WATER METER POrIER POLE CW CONCRETE WALK DIN DRI'IEWbrY t'f WATERMLIN 0- GAS ',ANN T TELEPHONE LINE 880L BUILDING SETBACK LINE UJO UNDERGROUNO PNWR PACIFIC NORTHWEST BELL CONCRETE FND. CONC. MON. W /BRASS DISK IN MON. CASE 1 -11 -91 ' GENERAL NOTES A cortunnment fa title mwrarke 4r the site wits provided w Nsarghausen Corwulbeg Engineers. Inc., by ('ooJmaker, Inc. The legal description, easements. and owed atiens shown upon this trap were based solely upon that commitment, reed no lot (her research by Barghausen Conalting fingir.eer ,Inc., into matters of record was requested NI has been attemp eed (First American Tide Inwuranee Company of Seattle. Washing:on. ('•rmmitn,.•nt Nr,. 212696-5, supplemental No 2 01 MEd Newt, dated Jute I, 1992. at 800 a m ) And Commitment No. 227493 -5 defiled 4.30•L2. 2 Location of utilities are as mapped the week of April 12 to 18, 1992. the date of the field SUMO Any utilities not visible or clearly marked in the field during that time period may or may net he shown on this map. Der h of ‘rater lines. ens lines, etc . are unavailable 3 This property is subject to an easement and conditions can ain•d therein. recorded May 29, 1939. under Recoeding No. 3017588, in favor of Puget Sound Power and Light Company for electric trarnmitaion mid distribution line and appurtenances thereto and incidental purposes over a non. specific portion of said premises and other property as now located or may he located by munul consent. t This Iuoperty is subject to an easement and a.nlmmm. uunuined therein, recorded June !7, 1964. under Recording No. 6363751 in favor of the Totem Pontiac Company. Inc., a Washington corporation, for ingress and egress. This easement is graphically depicted on the map. 5 This property is subject to an easement ant cont cunurned therein, recorded October :7, 1968, under Recording No. 6421494 in favor of Te*aco Ir>L., a Delaware corporation, for ingress, egress, utlities, sewers, gas lines. and other similar uws This easement is graphically depictd on the neap. 6 This property is subject to an agreement and the terms and conditions thereof as recorded May 31, 1968. and June 17, 1968. under Recording Nos 6356270 and 6363751, respectively. concerning the equal share of the costs of the conoructien n or repair of the improvemeree described therein. 7 This property is subject to covenants, condemns, restrictions, reservation:, and/or exceptions but omitting restrictions, if any. based o.• race. color. erweel, or national origin contained in instrument recorded June 17. 1968: under Recording No. 6363751. Refer to that instrument for the particulars. TFJs properly is subject tea an easement erd the terms and conditions contained therein recorded January 6. 1964, under Recording No 5683663 in favor •r( the City a Tukwila for sewer lines This easement is graphically depicted on the ne'I 9 This property is subject t•a an easement and the coIWitinns contained Lhcrein recorded January 24, 1977, under Pecording No. 770124040 is fiver of Union Oil Company of Calif rnia. a corporation, fur the purposes of ingress and egiew This easement is graphically depicted on the nap. 10 Parcel 'A' is zoned 'C -2 according :o the City of Tukwila Planning staff. The building setback lines, as of (htober 31, 1991. are a Front yard - 20 feet h. Side and rear yard - 10 feet 11. This property lies within Zone 'X' (outside of a 508y°ar floodplain) according to flood 1r:se ance Rate Map. Panel 326 of 650, Map No 53033C0i::6 D, effective September 29. 1989, p i:hi:shed by the Federal Emergency hfanagemena. Agency PARCEL 'D' 12 Improvements required as a (art of any development are subject to individual review by the Ciry and will he specified al time of approval of developnsnt plans 13 Governmental agencies City, Planning Zoning. Engineering: Traffic: 16' Jahn W. Rants, ele,ot 6200 Southcentrr Blvd Tukwila, WA 9818e I (206) 4331805 SCALE : 1" = 16 ' Rick Beeler, Direct(); Department of Community Development 6300 Southcentcr Blvd Tukwila, WA 98188 I (206) 433 -0179 Rick Beeler, Dire.mr Department of Community Development 6300 Southcenter Blvd Tukwila. WA 98188 t (206) 433 -0179 Ross Ernst Director of Public Works 6300 Sottthcenter Blvd Tukwila, WA 98188 I (206) 433 -0179 Ross Earns( Director of Public Works 6300 Southceuter Blvd Tukwila, WA 98188 I (206) 433.0179 LEGAL DESCRIPTION CONTINUED THAT PORTION OF TES STEPHEN FOSTER DONATION CLAIM NO. 38 IN THE NORTHEAST QUARTER OF SECTION 15, 'TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN RING cowry, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 40 °01'05' WEST 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DUWAMT,SH- RENTON JUNCTION ROAD, SAID POINT OF INTERSECTION BRING APPROXIMATELY[ 1,000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, TOWNSHI.P 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 49 °24'00' WEST ON A LINS 150.00 FEET DISTANT FROM AND PARALLEL WITH THE CENTER LINE OF THE SAID DUWAMISH- REN'PON JUNCTION ROAD, SAID END OF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE SOUTH 40 °36'00' WEST 20 FRET TO THE NORTHEASTERLY MARGIN OF THE CITY OP SEATTLE'S TRANSMISSION LINE RIGHT OF WAY- THENCE NORTH 49 °24'00' WEST ALONG SAID NORTHEASTERLY MARGIN 196.00 FEET TO THE TRUE POINT OP BEGINNING; THENCE CONTINUING NORTH 49 °34'00" WEST 172.29 FEET; THENCE SOUTH 40 °36'00• WEST 90.00 FEET; THENCE SOUTF 49 °24'00' EAST 172.29 ?BHT; THENCE NORTH 40 °36'00' EAST 90.00 FEET TO THE TRUE POINT OF BEGINNING. (CONTAINING 15,506.1 SQUARE FEET). SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 32' MARK S. HARRISON P.L.S. NO. 214467 I'I I'IIJIIIIII IIIJIIIIIIIIII IJ11II'JIJIIIIIII Ii11111tIIr 0 da THS INCH 0 € 6Z FIG LZ 9Z 5Z tiZ ; CZ Z IIIIIIIIIIIIIIIIIIIIIIIIIIIIII -.-. y .irEe rr r ? . i f, _ '' t111I I . I _ 1 I I I I I NI N'I lZ OZ 61. 91 Lt 9t 91 sit et ZL III! I Illd1111111)111111 I IiIIIIIIl 11111.1 11iL111111111III !IIIII IIIIIIIJIIII 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1.011!!!) 1.11)111010011111 Budding. Health: 14 Utility contacts Ilse Power: Tr leen me Water DATE Natural GaN Sanitary Sewer Susein Sewer: Fire Marshal. 15 There are no known moratoriums on any puelie services or utilities at ties time. 16 Storm drainage/detention requiremenes are available tram Ross Earrest at the above listed address 17 There is no existing power service to the site. It was removed prior to the demolition of the Tule. Inn. However, Ms. Mary Flynn of Seattle City Light has assured me :het adequate power for the proposed resteurant is available. 18 This property Le subject to an easement agreement and dve terms en] conditions thereof, dated and recorded May 6, 1991, under Recanting No. 9105061004. between the City of Seattle, a murgcipal corporation and Kaiser Development Corporation, a California corporation, coteeerning conclitiom for aCCeSS and easement over the Seank City Light right-of-way. 'The legal description conteined in this easement is shown as Parcel 'C' in the legal description. This easement is graphically depicted on the map. I) EASEMENT AND CONDITIONS CONTAINED THEREIN: RECORDED: APRIL 1, 1970 RECORDING NO. : 6635E44 124 FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE C.OMPANY , A WASHINGTON CORPORATION FOR: UNDERGROUND TELEPHONE SYSTEM 2/ EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS TIDEREOF BETWEEN: THE CITY OF SEATTLE, A MUNICIPAL CORPORATION OF THE STATE OF WASHINGTON AND: RING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON RECORDED: JANUARY 27, 1987 :ZING DOES NOT AFFECT THE SITE 31 EASEMENT AGP.EEME.s.:T AND THE 'rums AND CONDITIONS THEREOF BETNECN: THE CITY OF SEATTLE, A MUNICIPAL CORPORATION OF THE STATE OF WASHINGTON AND: THE MUNICIPALITY OF METROPOLITAN SEATTLE. A MUNIC/PAN CENZPORATION DATED: FEBRUARY 26, 1988 RECORDED: MARCH 11, 1988 RECORD/NG NO. : 8803110658 DOES NOT AFFECT THE SITE SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY TO FOODMAKER INC-AND FIRST AMERICAN TITLF.-1NS. CO. 4Q,E444_1E:•TALE,,WA. THAT MAP AND THE SURVEY ON WHICH IT IS BASL::$ DONE IN APRIL 199? WERE MADE IN ACCORDANCE WITH °MINIMUM ' STANDARD DETAIL REQUIREMENTS FOR ALTA/AC.SM LAND TITLE SURVEYS°, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM f.:0 ve /fr'Yeer Rick fleeter, Direeen Depattment of Community Devehspinent 6300 Seuthcenter Blvd Tukwila. WA 98188 I (206) 433D188 Dilate' Griffin Building Official 6300 Southcenter Ills d Tukwila, WA 98188 I 1206) 431-3675 Dave Kure Registered Saniusien Seattle/King County lieelth Idtparunent 1404 Central Ayereee, Suat 101 Keni, WA 98032 I (205)7964(.56 Jahn lelegelieney Plans Reviewer 201 Smith Tower Mail Stop 613 Seattle, WA 98104 1 (206) 296-478i Seattle City Light South Service Crete, 3613 4th Ave. S Seattle. WA 98136 Contact Mary Flynn (706) 3861633 US WEST Cor inemeemee 1200 Third Aveitoe 5th Floor Seattle. WA 9811i Contact: bin Wilson I (206) 346-8139 City of Tukwila Department of Peelle %Wire 63C0 Southcenter Blvd Tukwila, WA 98183 Contact: Roes Earns' I 4206) 433-1864 Washington Natural Op, 815 Mercer Street P.O. Box 1869 Seattle, WA 981 1 Contact: Beti City of Tukwila Department of Public Works 6300 Southeenter Blvd Tukwile, WA 98188 Corned: Ross Earnsi 1 (206) 433-1841 City of Tukwila Deparonent of Public works 6300 Southeenter Blvd Tukwile. WA 98188 Contact: Ross Erma I (206) 433-1864 Fire Station 51 444 Andover Park East Tukwila, WA 98188 Tom Keefe, Fire Chief 1 (206)575.4404 FOR THE REVIEW OF PARCEL "D" ONLY lw 0 G1 (fl LsJ w El co X CI 0.1 01 CD . • DATE, -...---,..-..- DESCRIPTION; Err: X X , ........, ----- . • urcerak 'V004' rPeraket fes Aisic) ,./A-AtOP 001.ef.JV c: ger) • MeeleiNgo 77mfee otze aF rive tArratoi-orit MAIN eims'Yr, &grocer IRRIGATION PLAN NOTES a a X . ‘ 0 , • , ,N0 ••*• , ?;; . • .17kleriM . 100 4' • • ; SW NG T • Lfl S7 &911% REVISIONS ...CFRAY Hadso 1 .S . °MiosigEEX 12." / XII. sit? 1 reE 11111M1111 7 44sicte,x _ JEtnATION EppLE 11••••••••••••••••••••••m•••••••••••■••• -1 •••••••••■• • • •••Orl imn•••••■•■••••••■ • ••••••••■••1•0•••••••■••••••■••••■••■•••■•■••••■• 4f66 4A70-401/4. ‘SYN,,‘ 6:TY F e7 .6 tY F 57C›,&' • GAwi1/41 / cgri/CC 0 - o - 57ac- ' ft2P- sT 7770r 570 6-- - ?-i n ‘,,et-taiu VP-4-11: Cit; ST 7;762 5726 17 f7P-Of' cf 7:9(Ji2 fve- (" ft2P- Z11 6"/ J6 wore/12o P- 'ziro,4/ re- Vi ife fr 12 1 4 //Wiat2 6 Lit V ‘2F caiM%re Feao poe.w CLh VALI& i NM A 7: binia?-• -.P wevve pf-emen— /1/ A---kuvkAie PV6- 64043 tiArrpAi, pvz c.1-ACC za2 11/% W- 40 (4 A1-15rek-' (947 f cAfikv\i' 02v64" kr&` RA/Aolep , r E31,.. 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Q 6 8 L. 9 C 3 1 i Q ,I1J111, 1111111111111111111, 1101111 111.1 !1!)11!01111111111111111111111111111111111111111111111111111111 L.,. • • NOMMIMM NAM • Mae W • MEI • MON 10 141 MIAMILUIUMMOVIMPlinerill Interurban Avenue South • • 16. s• • •■••••••• • •1•1•.••• • eamo a a aim a a awe a a SSW a Seattle City Light R O.W. a a a I re iitanal0■•••••••• •-••■•- ' •••:•:..•••=in — 8 ° 0 o o o o a p P-0 o 0 -1- 7C- 1 = L 0 P - . PQ JQ 0 L. =-1 IJ ba APPROVED PER PUBLIC WORKS p-r-rpp nATFD .••••••••■••••••••400,04 • •••••■••• • • on•••••••• Gels. *Awn. 11',..siapobleb ,a..01•1■■■••••■••4•1641•0010.••••{0 • • >- m Cit . •-.; L.: • • •-.• •-• " - • j.:* • .44 922038P.D WG 09/02/C2 V p4. •`141111 )3 ,4, - 26I/8" 0 F.D. -I /2" 4 3/4' 3 F .S. 52 2 -P 2' -c1' 4 PUS! F9D7A IO' -5' 4x6 POST P4/ 0 ■ 1- STEP . MNL. BEAM • .a 6 1/8' 5' -b' 1 -2" 2'-0' 16'-0' 7 1/2' SLAB DEPRESSION AT FREEZER 8' -0" 2' -4" 2' -7t 6 3/4"--\ I 3"-4 4 3/4" 31 -4' Hi_ 2' -8. FP. -I /2" i F.S. C1 n - ..J l SIM. 38' -0' 6 3/4' 31 -I' 3I -6° SO. SLOPE TO FLOOR DRAIN 1 /2 ". 5ET F.D. FLU5H W/ FINISH FLOOR MATERIAL .(TYP. AT ALL r.D :s) 16'-0` L. 46 -O' I-1 1/4' 3/4" 4x6 P05 W/ I1D1A 7I -3 I /4" 14' -2'1 22 -3" I /Yt 6 .1/4' bx6 PQ5 W/ HD2A bx6 P05 W/ BC-6O 414" 5'-II 111P 434' 5' 6 i /8' 4' -O" 15' -2° 80 -0" 6 I /8' 2' -3" 2' -3" 2'••6' SEE A14 FOR CANOPY - 4 3/4" q 3/8' 6 3/4' 6x6 POST rTirFitSfA 2I' -4' 6' -8" AT POST v 1 ?v 4- SEE A -14 FOR CANOPY FOOTING I 16 • 2 4 r AMOY TYP. "CONC. CURBS - TYP. (SEE: NOTE: 44- 1) AT HOLD0WN 6" GONG. SLAB - TYP. (5EE NOTE *I) \ .4 32' -6° WILEJ L FINISH FLOOFL INDICATES TOP OF SLAB. 2!' -q I6' -10' AT HOEDOWN 4xb POST hl� HD5A 6 I /8' 4x6 POST 1 W/ HD5A 6 I/8" 1 -r bVJ3 c5w^'iA �j _ /' . ;• ,rY " -! , . ti ., >._.1 _ 6 Y,+ 4:IS I i i' i ,'.. 1 1 1 1 1 1 1 1 1 1 1 1 1 {I 1 {I 1 {I 1{i 1(I 1 {I III 11 1 t I' i I III !{i 11 1 11 I {I I(I i{ ! I I I ! ! I 1 11111 I I t t I '! 1 11111 ' I {I i {I1i {i1l1l1l {I + i t 1l {I 1 4 ? i1l1l i {Ill1l • I + ► {I {�{ I I I I I I I I�I{I I I i' I! I !1 i i l i I { I ► � { I 111 I I I I 1 0 16THSINCH J 2 4 5 6 7 8 9 10 11 wm.a.ow 12 NOTE: If the microfilmed document is less clear than this I notice, it is due to the quality of the original document. 4x6 POST 1^U HD5A • FOUNDATION NOTES I. 6' THICK CONCRETE SLAB REINFORCED WITH $5 018'o.c. EACH WAY IN THE CENTER OF SLAB OVER VAPOR BARRIER AND OVER 2' PRF PARED SAND BASE. 2. ALL CONCRETE SHALL HAVE 28 DAY COMPRESSION STRENGTH OP 3000 P.S.I. 3. 51=T FLOOR SINKS, FLOOR HIN6E5 AND FLOOR DRAINS FLUSH WITH FINISH FLOOR UNLESS OTHERWISE NOTED. SET FLOOR SINKS IN ACCORDANCE WITH THE LOCAL GOVERNING AGENCIES. IF FLOOR SINKS ARE REQUIRED TO BE INSTALLED aE30VE FLOOR LEVEL, THE 6E:NL�tAL. GONTRAGTOR SHALL NOTIFY THE ARCHITECT. SEE FLOOR PLAN OR SCHEDULE FOR FLOOR MATE=RIALS. 4. VERIFY LOCATION OF ALL FLOOR SINKS AND FLOOR DRAINS WITH F.S.E. DRAWINGS AND PLUMBING DRAWINGS PRIOR TO INSTALLATION. 5. VERIFY LOCATIONS OF ALL EOUIPMENT CURBS, DEPRESSIONS, BLOCK -OUTS AND SPECIAL CONCRETE FINISHES WITH ARCHITECTURAL AND F.S.E. DRAWINGS. 6. CONCRETE SLAB FINISH AT TILE PAVERS AND OTHER SIMILAR FLOORING MATERIALS SHALL RECEIVE A FLOAT FINISH, SEE DRAWINGS FOR LOCATIONS. SEE SPECIFICATIONS FOR ANY SPECIAL 1N5TIWCT10NS. 7. ALL INTERIOR WOOD STUD PARTITIONS TO HAVE THE; FOLLOWING CONCRETE OR5 DIMENSIONS (UNLESS DETAILED OTHERWISE): STUP SIZE 2 "x4' 2" x 6' ALL EXT. Sj 4 3/4' 1^4 x 5 1/2' 11 6 3/4" W x 5 1/2" H 6 I /8 °Wx51 /2'H 8. ALL 2x PERIMETER WALLS (SIDE I iALL5) M.)5T BE COORDINATED WITH TRUSS LOCATIONS, 3x (OR 4 x 6) STUDS ARE RQUIRED TO BE LOCATED BELOW CENTERL 1 E OF EACH TRUSS UNLESS NOTED OTHERWISE ON ROOF FRAMING PLAN. TRUSSES ARE SPACED AT 4'-O' 0.G. MEASURED FROM THE OUTSIDE FADE OF THE END WALLS. 4. ALL CURB OPENINGS TO BE 4' GREATER THAN DOOR WIDTHS. (TYPICAL FOR INTERIOR DOORS) 10. ALL DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURS 0. NOTIFY ARCHITECT OF RECORD FOR 5ITE VISIT AFTER RESAR PLACEMENT 114 SLAB AND GRADE BEAMS PRIOR TO CONCRETE POUR s'iBOL < <I ANCHOR BOLTING NOTE: I. ALL ANCHOR BOLTS TO BE 5/8' DIA. x 18' AT 48' O.G. (UNLESS OTHERWISE NOTED) - SEE BAR PANEL SCHEDULE (SHT. 53) FOR SHE=AR PANEL INFO. ANCHOR BOLTS UNDER STOREFRONT WINDOW, TO BE 1/2" DIA. AT 48' 0.G. - COUNTERSINK FLUSH INTO SILL PLATE. 5EF: DETAIL II /A7. ANCHOR BOLT SIZE AND SPACING 5/8' DIA.. x 18' L. A.B.'s AT 48' 0.G. 5 /8 " DIA. x 18 "L.AB.'s AT24' 5/8" DIA. x 18' AB.'s AT !b' 0.G. NO' �xal�ai s��.►s�,�11 4 0 Lil D 04. C C^ Li.1 z 0 0 0) 1$ \ i L • ---- � N r ago r t 41 01 N 0 <`t rirj Tor 1 • ._�14ttrw.:1v,'.Y.y.•t+:r.vf." ✓ i7, �. '` „ ;r:k:.e + ;4`�lJ�jJIRldfp�tf;� r-- GOPIG. DRIVE -WAY SLAB SEE SHT. apt (2) #4 BARS CONT. /usr/Pm1/1prmk7G /db.t _dtts /1y.22O5 H.M. ODOR HEATF, MSTRn`''PI' PER SPECS. EXT. CONC. SLAB f - -- 2 x 6 STUDS AT 16" O.G. 2 x 6 P.T. SILL PLATE WITH 5/8" DIA. x 24` A.B.'s AT 48" O.G. Ator/fmi/pr mk7G/db. i _ ci t t5 /1y ,22QR THRESHOLD AT REAR DOOR NOTE: SEE DTL. I/52 FOR TYP. NOTE GLIB. TYP. FIN. FL. LINT 3/8' x BRASS (OR SS BAR) FUJSH V FLOOR. TILE tea TIES AT 12 O.G. Wrg°- SEE DTL. 2/62 FOR TYP. NOTES har /fmt /prmK7G/eb.I _dtA/19.2210 GRADE BEAM @ SHEAR WALL 4 x 6 POST /use /hn l/pr otk1C /c11,.! _dt ie /Iy. 206 V V V ($ V. V './ V • V O•_ I •' 6 /4" x b POST — HOLDOWN PER PLAN W/ A-36 - -- THREADED ROD W/ DOUBLE / NUT AND WASHER - MIN. 18" EMBEDMENT BELOW CURB THREADED ROD SIZE: HD2A - 5 /t5' DIA. x 30" L. H05A - 3/4" DIA, x30" L . HD1A - I 1 /8" DIA. x30" L. TOP OP ROD 3 1/4" AT 2x SILL PLATE TOP OF ROD 4 I /4' AT 5x SILL PLATE => z= = Sq= = (3) #6 BARS CONT. AT TOP AND F3OT'TOM I I/8" DIA. x50' A -56 - MRS ROD h/ DOUBLE NUT AND WASHER (MIN. 20" EMBEDNIENT BELOW CUB) TOP OF ROO 4 1/4" AT 3x SILL PLATE TOP OP Rao 5 1/4" AT 4x SILL PLATE 3" MiN. ai X FAT. FINISH - ERE ----- - --,-- EXT. E"LEVATION3 PLYWOOD E.N. / WALL S)UGGO 5r REED _. -. -___ (i) *3 BAR CONT.-- FAR EXTERJOR a.AB -.. --� MERE • •t) . Q . TYb • . • y • _ i• .�r •o. . • • 0 " r . ` • /urr/fmt /prink7G /db.1_ dtl,6 /19.2201 . '!a's.. '1'ti;',s'� �. a ..�, ,cI�SC�YtN 17 " EXTERIOR GRADE BEAM 2 1 /16" i F -- - 2 x b STUDS AT 16" 0,6. WALL FINISH PER SHT. Al AIO - -- 2 x 6 P.T. SILL PLATE" WITH 5/8" DIA. x i8' A.B.'s AT 46` Q.G. UO.N. - SEE ANC.f',OR BOLTING SCHF. --. FLOOR FiNIS+r4 PER 5HT. Ai 4 MO 6" GONG. SLAB w/ $5 012" 0:C. - -EAGN WAY • ( t OF THE SLAB SPLICE REBAR ® 3rd POINT BETWEEN GRADE BEAMS I ti fi t. /,I i I Ide I L i I 1 i 1 /f 1 1 1 1 4 I/2" MIN. NOOK (3) ab BARS CONT. AT TOP AND t3OT'rOM 6"cl) PVC PIPE. SET 2" 13ELO1 BOTTOM OF FOOTING' 1N/ SURROUND OF PEA GRAVEL PERFORATORS IN LOP ER 1/3 Of PIPE NOTE; OTHER PIPE MATERIALS ARE NOT ACC- EPTAI3LE AND HILL BE REJECTED. .. s.: w_ M: s ,'X'.F.es.+...'�'S<^:n...A._$�: ai:��l': :.;•i -.. 2'��:�..t �t :Y, SP.:.:i ..t"�, .tf.i�..�7.'ti 5/8" PLYWOOD SHEAR SEE SHLAR WALL SG!il D. HT. 55 FOR NAILING INT. WALL FINISH PER ---- .-- -'_..... -.-- __ SHT. Al 4 AIO STAGGER EN. AT 5x SILL PLATE I" APART DTL. (•) sl (I,) .3 BAR GOVT. FLOOR FINISH PER Sh1T, Al 4 AIO (3) 06 BARS CONT. -- _ _ ._- AT TOP (3) #6 BARS CONT. AT BOT. AT DTL. /varOrnI /pr.mk1Gielb.1_c do /iy.2202 6 3/4" -------- STu PER SH AR WALL SCHEDULE (SHT. 53) TREATED SILL PLATE Hi 5/8' DIA x 18" A.B.'a - SILL SIZE AND BOLT SPACING PER ANCHOR BOLTING SGHEDULE (51-1T. 51) r - . _G41-IG. SLAB --- 4 1/2" MIN. BOOK #3 TIES- AT 12" O.G. (2) 11 5 MARS CONT. AT TOP AND BOTTOM 14 I" - I ' - J'" FINISH GRADE -- 0) 8 3 BAR GONT. -- , wv 7q :A .1C (I) $4 BAR CONT. - -- FLUSH 1'O END OF CURS. CURB WIDTH PER PLAN 2 x b STUDS AT 16" O.G. - --- - -- FLOOR FINISH PER -- -- - - -- SHT. Al 8 Ala /verif mI/pr xnk9G /do.l _ dt 15/19,2205 TYPICAL INTERIOR CONCRETE. CURB #3 VERT. BARS - - -- AT 24" O.G. 3" MIN. irasr /Pmt /pr mk ?G/ db.1- _dt Is /I9,22O1 GRADE BEAM AT FREEZER • ---- ---- INT. WALL FINISH PER SHT, Al 4 AIO 2x P.T. SILL PLATE VU H 7 _._ - -- AT 48" O.G. r-- 6" CONC. SLAB PER DETAIL 1/52 2 x b P.T. SILL W/ 5/8" DIA. x 24" A.B.'s r — —. AT 48" O.G. -. WALK -IN -BOX WALL AND FLOOR - THIN SET OUARRY TILE OVER MUD SET GONG. BASE —I" LEVELING SAND OR 1" x 3" PRESSURE TREATED SHIMS AT 16" O.G. I/2* DIA. x 5" EXPANSION BOLT. NOTE: SEE DTL. 1/52 FOR TYP. NOTE SLAB * GRADE BEAM RE - INF. 1" = 1' -0" I" : I' -0" NOTE: SEE DTL. 1/52 FOR TYf', NOTES WALL BEYOND WALK- IN-BOX WALL -- -- - - -- AND FLOOR THIN SET QUARRY---- - ILE OVER MUD SET CONC. BASE 0 16THS INCH IIjIIIjI , II! II IIIIIIl11 ij11111 : # . .. .s (I. III II;(�f'jl(I I I I ICI !Him IjI I ;I I� i+ttitiLl 4 5 6 7 3 NOTE if the aiicrofil,ed document is ie88 clear than this notice, it is due to the quality of the original document. Oc 6Z ee LZ 9Z SZ 4 7Z CZ Z L Z L I Z 0F, 61 9l Ll 91 Sl 7t el Zt R pi 6 IIIIIIIt IIIII( IIIIIIIIIIIIIIIIIIII1111ii111IIIIIIII111IIII11I iiiluIII 141j jjII, 1111( IIiii1111111111111111II Ijj I, UJiiiubii111i1111111611111Iiiil iItiIIIII)t , [ iLIIIIIIIII1i1,411111114111 (III II`l'.I[I;II1I111jIIIjIIIII II lI!IlljilijIf I IIIIII 9 € 10 11 M. DEINGERMAK( 12 0 l,. i 9 S +r e 2 l ww O VIII! 11 ill11111 1 111111111 1111111111111111111I111111111II111111111111111111I Arse /f m I/pr rnk- IG/cb,1 .,..dt tO y.2 204 EXTERIOR GRADE BEAM AT ENTRY .5r /fmVp .mKfG/db.l_cttls /fy.22O6 4" SLAB DEPRESSION AT FREEZER -., s. ,.. Yv , c., r.., es-'. r,,, u 4.. ak 4<- 11 5 CONT. BAR --- #5 x 6' -O' AT 12" O.C. -- 6` CONC. SLAI3 • 1/2' F'I8ER EXPANSION JOINT O n ir k) NOTE EEE DETAIL 1/92 FOR SLAB 4 BEAM REIN. Ara 4220;2 1:/18A2 1628 - Tike' TRUSS Ci 1.E TYPE SORES !PM WITOt €! TJ 4 30.00' 5 1.00' • • 0 TJA 30.00' 56:0D' Lie OP MANSARD ROOT= 'FOR f RAMINT05 - SEE SHMT 54 x4 FLAT 2-6" I' -4 1/4` II 4x 2-0 3/4' 5'-2" IJ5' i.I'w 4' -5 5/13' 4x6 POST 3'-O 5/4" 0 18THSINCH 2 1 3/4` 0C 6Z 8C GZ 9 { Z GZ VZ ' CZ b Ii iilili!I i, tliiiI 1tiiili!IIIIi IiltiI i itii I !II11N1I ! !IiI LI r-5 I/4" --� 2 I. 12' -8' c!.,... ��c>...:.... i. �..,. �i. �zxd' t',. �f, �w���, �,: �,`✓ ti•. is��lr }1.1?- :r,.;�':�s_.SC. {= s�tr.S, wig ?:b'�:'4n�,- SC.�:'�'�h.[� ^ <�C ���:r..a'. xcf;,..fr - St °. �+4,,' II�I�I�I !I�IJiIIII�IIIIIlIJIIIJIII l 6 x 6 POST w PC66 4x6 POST HDR. TO PLATE W/ A-35 CLIP E5. T 415 I Y 1 I 1 111 i;111-111I I ..� [ 111111 i ! `I II I I I I I I I I I I I I .1111 ill I I 3 4 5 6 7 NOTE:: - if the microfilmed document 1.s ieas clear notice, it is due to the quality of the original lZ Oz 61. 81 LI, 9l 9l VI, CI Z • 11 01 III! I'I JI IIiIIII;IlllllilI iIIIIIIIIillUiiU_i iI II III 111 . 1111 SIM. °I` I I +III I I .I r I l 8 . than this document. 4 x 4 MK' AT 46` C.G. rN/ F44 . EA. END ALIGN IA1/ YI^tD. EDGES 4x6W/ F46 EA. END 5 C Z L rrw 111111III{111 1111111! I 111 1 IIIIIIIIIIIIIIIIIIIIIIIIII I�T I I I I I I I 1 1 9 f 10 11 WOEx,OERMMlY 12 2x4 FLAT (YYP) *wig,/ .,...s,.... _............M. P I r- 4. PLYit"IO. WIDTH 4 AT eviuve pepa4trot PI I, P3 1 T 1 _./.0 Br StIOW 1 IL TV. TRUSS LOAD4NG DIAG. c MECH. UNITS TRUSS LOADING mAG, r� S KYLIGHT END TRUSS LOADING DIAG.@ SKYLIGHT 4 0„ 0 * . wwu..6 .1...w+yx 1wMVFM . r+rne.e.wiw* ..M o w nomm. wwngrfr. ,,...M,. ...t,.i+'M+Mw`M,..�M•. .��.Y�YIw'hrrw.MTrMW�. . PI PO &::=' _ .44 _ . :_: : - :71 t4ow Dawn ? rex'r. cam) tADEX 449,24 WITH 10d AT 1 E" e. c, A q a.. A 6' O,. FM. i51.K& AT Tie EDGES ITT REOUIRW SEE DETAIL. FOR PLYWOOD LAYOUT 24'Q' (6 HAYS AT 4'-0") P2/2 PL'relOOP DIAL PLACEMENT AND NAILING MUST BE INSPECTED AND APFRova, BErORE COYERINN no PI ; 80 PI ye OW NOW Wes?'! I 2 x 6 GEILII& JOISTS AT 16" o.G. oym I amc TSEE SECTION SHEET A4T 2x6BLK -NAIL W/ 10d* AT 6" C,0. W/ -2 CLIP EA. ENO i PI 1' 6 x 8 DF/L *1 HOi2 TYPICAL TRUSS LOADING DIAGRAM PI ROOF TP1 AT 46" O.G. - SCE NOTE 0 5 AND APPLICABLE ROOF TRU5s SGH PULE THIS SHEET 4O'-Q" (10 MAYS AT 4' -0 ") (W/ 5310W B>#t FTf !W/o SNOW c T) PI wwrr......r.wr+awlr.. .rw+.+w w,. r.w r.+r.... TYP. CANOPY TRUSS DIAG, TRUSS O P HD. 2 x 6 D1 A6. BRACE FROM HOR. TO TT j5 eOrr0M C HM) AT 4b O.G. TYP AT VII "TOWS 2-6 4 , -p " --2 3/4' ._. ► ST 22 TRAP trit I 6 POST SIM, AT SHEAR ONLY x 6 POST - 4x EaI"U F46 EA. END 4xe POST 4.4 POST WI '-- •- ---) 52 PLF W2 L 42L o 6O ltF LL s 100 PLLF n C :16°26 PLR rr m W4 A t_LL = FO PLP y - -' > ILL 7.. 48 PLP W6- > CL = 80 PLF LL = 64 PLF SIM. PI •----- • - --'• P2 (MEGH.) L ra F.0.9. F.0.5. '• 520 L6$ 162 t.t QL 5$0 LDS LL = 600 LEES 500 LOS LOADS NOTES I . z.+t".s. SHEET 510 FOR TYPICAL DETAILS *V 'NoTL'9.? 2. TYPICAL. TOP PLATE fPLIGE AT ALL EXTERIOR WALLS PER DETAIL 51S5. 3. PM: FABRICATED ROOF TI JJ iSES: A. THE OMER SHALL t AND PE LIVER THE FOLLOWING IT6MS. THE 6ENEf AL coNTRAcrofk 5 TAU. PRovioe VC004 ANO INSTALLATION I. SI;OP DRAKI► S, INSTALLATION I,7RAHNOS AND CALCULATIONS PREP BY THE toditrAanktEft. B. •. •' p 2. F i b T R O S E S A S 5H0 ' ON THE ROOF F PLAN OR StA3SEMENT SHOP I7RAKI14 . ISO(, LE TRitSi3 S KILL. 155 SUPPLIED AS A SIN6LE PRE-ASSEIvIDLED L» T, IN{UUDtt s WAD TRANSFER BLOCKS. 3. ONE PLOW OF METAL STRUT BRA INNB LOCATED BETWeEN THE TOP GHORt? OF THE TRUSSES AND CUPS TO V.JPPt RT THE STARTER STRUTS I9E1NEER THE ENO Tim AND THE FRONT A! fZEAR HALLS. 4. TWO ROHS or 2 x 6 BRIDOINO AND MOONS CLIPS FOR Tr)SS BOTTOM CHORD STABILITY. IMO. ON ViOP DRAWIN:,55. 5. 2 x B SL©GKINr'ts BETWEEN TRuBse5 CA/BR THE 1•'1ALL TOP PLATE : EMERAL CONTRACTOR'S RE`9PQNSl 1LITY+ I. REVIEW THE SHOP DIR.AWINOX, AND GOt1FIFiM THE Rr .n .EMENTS AND MATERIAL UST. PR .Y REPORT ANY DISCREPANCIES TO THE ARCHITECT. 2. PROTECT TRUSSES I7IJRINS VKLOADIMI , STOA AP Gown:11 C.'i1 QN. 5. COiVORJ"! ro me MANUFACTURERS tERS DIRECTIONS SHOM AND ItJD1.ATt P 0A! THM DR.A.101N85 AIV THE 5140P DRAWJNEa . 4. THE WORK SHALL 11444,11DE, BUT" 15 NOT LIMITED TO, THE INSTALLATION or THE 1 $E , ? "' BLOCAJNO, ORACI + E3RID61N6 AND Ors ITEMS MOW P ON THE DRAWN46 AND THE SHOP'.°RAI*tlttom. G. ALL TRUSSES ARE TO BE MA 'I�,l.. AGTUR O BY 'TRV54015T CORPORATION'. • - INDIGATS I2MBLE UNIT D. Caleb LOADS, 25 P.S.T°. 4ON LOAD 15 P.S.F. DL. f MEC »ANIC.AL UNIT'S E. ROOF SLOPE: 1/4"/FT. KNOW. F. THE TRUSS MAWFAG1U FOR BOTH THE MAIN BUILDING A*? MANSARD RO0F TRUSSES SHALL PRCJVIUI SHOP DRANIN5S AND GALhUI.ATIO STS BY A .7 L15GENS WAG'., INGTON STATE EL I . THREE COPIES SHALL. BE V.W1TTED• TO THE ARCHITECT OF RT.:GORD FOR REVIEW PRIOR TO FAMCATION. 6. T1 95 MAISVFACTLRER SHALL PROVIDE TRUSS LOAI INe DIMRATifS TO THE £N6INEER OF RECORD 1&OR RE',YfEW PRIOR TO'FAORICATION. SMEAR WALL SCHED 5 /8e PLYw (STRICT: H OR C PP)" WITH ' 'd'* AT V OA . ( 0 AND &Ih AT 12" O.G. (i'`.iU 2 x 6 PRIESEAAE TREATED :SILL, PLA1'g PIT 4 Si` r" DIA. ALVe AT - " O.G 5/8" PLYWOOD (STRI ''.T. i) Wit4 :* AT 3' O.C. i.*EN) AND 846 AT IT ac. (I 2 x ;. PRESSIAC TREATED SILL. PLATE I^IITH 5/6" DIA. AB':5 AT 24" 0..6. 5/8" PLYY , (5T T. II Ott AMY" Vtirri 1001'ss AT S 0.0, (EX) AND 1Od e AT 12" 00. (FN.). 3x STIR . XV 3x Bi.QGKINO AT VERTICAL AND HORIZONTAL. PANEL., JOINTS. 5 x , (OR 4 X 6) PReesaRe MATED SILL PLATE NTH 5/03' DIA: A.13:`a AT 16" O.L,: (2 - 2x6 PLATES ARE tor A AI3L.E) 518` PLYWOOD (STRICT. . II OR OD. V NMI 104 5 AT 4' O.G. (EX) AND !axe AT 12" O.G. (P.M), 2 x 6 PRESSURE TREATED SILL PIA WITH 5/8" DIA. AT 24' 0.0. II . I PLYWOOD ALTERNATES - C-c' 8 0-G PLMOOD PANES 51011'06 DI-"' ��� OTHER C- COVERED IN J1 STd&AR7 NO. . AS� at 010710: I. 8d NAILING IS TO BE WITH F.$ GOON NAILS, !0 1/4 3A. (0.151" DIA) x 2" MIN L I TF}. 2. IOct ?AILIN5.15 TO GE WITH 104 COWAN NAILS, 4 6A. (0.148'' DIA) x 2 I/2" IKIf►I. L,F.N6Til. PLYWOOD LAYOUT PER cerA/L 4. BLOCK ALL. UST P{.:l . .. 0K° 004E 12/041+12. 0105 • > .:S• Y * p ro 70 LINE OF BUILDING DELON CURB W/ CANT STRIP - SHIM LEVEL FOR EQUIPMENT 5IM. 0 U- I 11' -U' +r- TOP OF PARAPET ROOF AGGE55 HATCH EE DTL. _r_ ROOF DRAIN AND OVERFLOW PER DETAILS s (TYP. OF b) I/2" PLYWf7. (STRUC.T. II) OR GDX (EXT. FLUE), INDEX 24/0, 13.N. 4 C.N. W/ ad's .AT 6' O.G. AND ad's AT 10' O.G. FN: DIAPHRAM TO BE INSPECTED PRIOR TO COVERINS REF. i -- 5' -0" CANT STRIP svii 4'-0* M PITCH PAN 1 HOSE BIBB AT ob. ABOVE ROOF LEVEL - SEE BHT. P3 0 2 x MANSARD TRU5SE5 AT 24 O.G. - TYP. SEE PROPILE DETAIL ROOF DRAIN ON O.T. CANOPY TYPE - REFER TO P -1 4- ✓/e' PLYWOOD (MIN) DRAPTSTOP AT MAX: 2O' -O° O.C. - TYP. ccn WATER HEATER PLUS MIN. 2'-0' ABOVE ROOF PLYWOOD CRICKET TYP. PITCH PAN - TYP. C DTL. 8/M GUR13 W/ CANT STRIP SHIM LEVEL FOR EQUIPMENT - -- AG -2 (SEE BHT. M3) 00 1 -•0 ' A EXHAU5T PAN (SEE SHT. M3) — PLUMBING VENT TYP. or (3) b' GLA55 W BUILT -UP ROOF SEE SPECIFICATIONS ACCESS PANEL TYP. — EXHAIJT FAN (SEE SHT. M3) SEE SHEET A -I4 4 A -I5 FOR CANOPY FRAMING ROOF DRAIN OVERFLOW — DO,^N THRU 5OFPIT SEC DETAIL 4 /A& 12' - b' AC -I (5EE BHT. 1.13) MUA UNIT (51E BHT. 143) SEE ROOF FRAMING PLAN 5HT. 53 FOR PRAMIN6 -AT ROOF PENETRATIONS •- TYP N I2' -$' DORMER ACCE55 PANEL - - --- TYP OP (2) - SEE SPECS. I ° 12 � PLYWOOD CRICKET CLASS 'A' BUILT -UP ROOF - 5EE 5PEGS 0 REF. �. OF (4) 1 I I 0 L I LOUVERED VENT ON PARAPET WALL MIN. (I) PER MANSARD DRAFTSTOP BAY 3O' -11' ♦ r $, NOTE If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 2i' -4' — PLYWOOD CRICKET TYP. ROOF DRAIN TYPE ON MAIN ROOF (TYP) REFER TO P -I T CANT STRIP +............- a.- e..a.r...w.rw+r..ow- .-...,�..sw .aw...w..r 4 4' -O" 2' -8.' TYP. TYP. F.0.5. • MANSARD ROOF - TYP. MANSARD ROOF GUTTER (TYP) SLOPE I /8 MINIMUM TO RAINLEADER RAINLEAI7ER, 2'$ 24 GA. EALV. MITER GUT * WELD ALL EXPOSED I- BENDS (TYP) F.0 5. II'IIFIIIJ!� {�IJIJI III !IC fl�ljllL`�1�I 2 ' 3 i C 6z az Le 9e s4 f/z ' ez zz t �• ! II� i �II�I1 . �IIIIIIIIiI1111I1111�11 1111hni lidmi 74 t OZ 61. 91 L 9t St $n et Et It 01, iIII!!! IIII! IIIIIII IIIiki�Ulllllli�lJJ! 1111± llll�llil�llil�llll�IiIII ! 1111111111 III 10 C z WW p IIIIIIIiiII .....■.E sw...,. -WN.. .. _ .- ...AM,...., NOTES I. SEE ROOF FRAMItwS PLAN (BHT. 53) FOR PLYWOOD, P AMIN& INFORMATION AND NOTES. 2. SEE MECHANICAL ROOF PLAN (BHT. 10 FOR LOCATION OF MECHANICAL EQUIPMENT. • 1 \l w ` s ‘ v t kt o 10 tv , ODA WO" L co 0 ft not r NsrRm mk1GItb .2dtle .254I Neem . m1c1G /4,.1•,7dtI* .2544, MANSARD FRAMING AT CORNER ,rx ROOF DECK PLATE AT DORMERS 2 x 6 RAFTER TIE AT 16" O.G. 2 x 6 STUDS AT 16" 04. H2.5 CLIP AT 32" O.G. Ibd AT 6" O.G. ROOF PLYWD. PER --- PLAN +I5' -4" 4x BM. PER PLAN Mar Rmllpr m CIG /dt+,i_dt Is/4.2552 DETAIL AT DRIVE -THRU I 1 /2" = 11_0II MANSARD ROOF PLYWD. - E.N. WALL PLYWD, EN, ROOF PLYWD. 10d AT 6" O.G. ` - MANSARD TRUSS Nar/PPmV mKIG /db9 2dtla,8 ROOF DECK AT DORMER - ROOF PLYWOOD PER WALL SECTION / I6d AT 8" O.G. -- E.N. PLYWOOD E.N. ROOF PLYWOOD 8d AT b" O.G. E.N. PLYWOOD DBL. TOP PLATE WALL PLYWOOD PER DETAIL RIDGE BEAM AT DORMER 2X BRACING AT DORMER SUPPORT 10 \,5,,1 TIE RAFTER AT DORMER --WALL PLYWOOD PER PLAN I ROOF PLYWOOC' PER PLAN WALL PLYWOOD PER PLAN - I6d AT 8" U.G, E.N. ROOF PLYWOOD PER E.N. PLYWOOD PLAN — DBi...TOP PLATE E.N. PLYWOOD - - ----- ROOF PLYWOOD PER PLAN DBL.TOP PLATE / - ---16d AT 8" O,C. - ROOF PLYWOOD PER PLAN E.N. ROOF PLYWOOD T.N. 5 -I6d AT EA. - RAFTER // ///// N - 2 x 6 RAFTER AT lb" O.G. 1 I /may" = 4x4 BLOCKING H,/ F44 HANGER EA. END . AT TOWER HALL ONLY /ller/hr+ RdCIG /db. ...2dtle tv 2,42 4x4 PLATE AT CANOPY DORMER 2 x 8 RIDGE BEAM 1/2" STRUCT. II OR cox PLYWOOD INDEX 24/0 W/EXTERNAL SLUE B.N. 4 E.N. W/ 8d AT lb" O.G. F.N. I"+/ ad AT 10" O.C. I !O 55.1 / -1/2" 51'RUGT. II OR GDX F'LYWOC,JD INDEX 24/0 IN/EXTERNAL etLUE B.N. 4 E.N. W/ 8d AT I6" O.G. / FN. 141/ ad AT 10" O.G. 1/2" = 1' -0" E.N. ROOF PLYWOOD TO TOP OF TRUSS W/ IOd AT 6" O.G. 4' -O" EA. 51DE or bx BLOCKING 2x8 LEDGER 50 "L EA. SIDE OF TRUSS AT 6x BLOCKING MrRmL .mic IG /ctr.l._dtIs .2345 6 X 8 BLOCKING AT DORMER b -Ibd AT TOP CHORD - -- 2 -I6 . AT EA. f' itae> �-- WNP68 1.46R. EA. SIDE 3 -2x8 BRACES AT EA. TRU55 NOTCH AROUND LEDGERS I "W x 3 "H NOTCH AT TRUSS WEB CONNECTION HE ANCHOR AT 32" O.G. BLOCKING S WNP68 HSR. EA. SIDE 2x8 LEDGER 5O "L EA. SIDE OF TRUSS AT 6x BLOCKING NarRmt /fx,mk1G /d0.1_dk►e/142544 A o sellmUkxrnk7G /cb.I— dtle/94.734cI WALL PLYWOOD ---- SECTION E.N. PLYWOOD Q HANGER NOT SHOWN FOR CLARITY Arer/ 5m!/prmIC7G /cb.1...dite/Iy.25✓4 I I H6 ANCHOR AT 32" O.G. 6 X 8 BLOCKING AT DORMER �- L. PLATE - - / -- - I /2" PLYWOOD 2 -I6d EA. SIDE II I--- E.N, ROOF PLYWOOD TO TOP OF TRUSS W/ IOd AT 6" O.G. 4' -O" EA. SIDE OF 6x BLOCKING - 3 -2x8 BRACES AT EA. TRUSS NOTCH AROUND LEDGER — I "W x 3 "H NOTCH AT TRUSS WEB CONNECTION DBL. TOP PLATE 2x6 STUD BELOW RIDGE 2x6 STUD EA. SIDE OF RIDGE 2x6 STUD EA. SIDE UNDER TOP PLATE ' 2x4 FLAT BLOCKING - Z2 CLIP 2 -I6d AT EA. 2x8 " 8•I • RIDGE M. PER_ SECTION d 1" _ 11-0" E.N. ROOF PLYWOOD TO 6x BLK'6. W/I0d AT 16" O.G. !bd AT 6" O.G. 1" = 1' -0" 2 -16d PER VERT. E3LK'G, -- 6 -I6d TOTAL AT TOP 2x8 LEDGER x 50 "L_ 1 PLATE EA. SIDE OF TRUSS AT 6x BLK'E. 6x8 BLK'3. BETWEEN TRUSSES 55.1 ROOF TIE PER SECTION NaeRmV pr.rr1/47G /tls9.._7dt 1,04.2545 ROOF PLYWOOD - PER PLAN Nsr/tmt/proKIG: cm9 _2eRta/h4.2350 DORMER KNEE -WALL SUPPORT • -- ROOF RAFTER PER SECTION 4I6d PER TIE 1/2" PLYWOOD BEAM PER PLAN - I/2 "PLYWOOD - E.N. ROOF PLYWOOD ---- F.N. WALL PLYWOOD — T.N. 2 -16d PER BLOCK RAFTER TO BEAR MIN. 4 V2" ON TOP PLATE -- WALL PLYWD. PER SECTION ! 1/2" locolt N ; RS DE O SHAPED 2 x P> BLOCKING I eki ec a Li a) vM 3 z 0 • O N N 0) 6 C. 15 O rI€5 Cl. P O sc of r' o S i N "i Vf 6 0) C.) a: i z o r o :.,> Iii >III( III +I I,I 1111.11 0 le THS INCH 2 ? 0€ 6Z ee Lz 9z S n Z (£Z �!( 1! �IIII LL! II�III!! 1111 11! 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FRAMING INFORMATION. .....08■11■41NIVYRIBOIRIMMIN•01 \ ; 4 \ SCALE: 3/4° 2 s' -• ; „i: wnwl••■ wanam••••••••••••■••■••••••••=......* NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the vriginal document. .11111111111.11•111•Mi... T.O.P. TI FI-BRG. VARIES +13'-0" H.P. +12'4 1/2' L.P. 11■11.0.■••••■••■■•••11■014111 LOCATE 1/2' DIA. 6UA(5E SOLID EYE- BOLT 6' DOWN FROM PARAPET AT STUD (OR 13LKSS. A5 RE017.) SET IN MASTIC. PARAPET ROOF VENTS SE SHT. 5-4 FOR LOG. 1/2' PLYHD. (CDX) Ms AT 6" 0.0. E.N. ■••■•••••••■•••••••■■■•••■■•■rINNINIIMMINOONNI ATIF411111.1■11•100011101.11111101111,11•19 R-30 BLANKET INSUL. 10d's 6' 0.C. F MIN. 6 FROM FACE OF WALL (3) Bdis AT EA. TRUSS R14 BLANKET INSULATION e/frnt/pr.rnk1C./db.3....4.1tIo/ty.2150-2131 TYPICAL SIDE WALL .001....011.411.4pw r • • • ;N ; r• 4' ; irr , • 11111111111111111111111111111111111111111 /11111111111111111r1Tr 1 11 1111 1111 rIllt 11 11 1111 I 11111 Fit Histr ii IIhI.IIhIhlhIhII!hI 2 4 5 7 8, 9 10 473 • LZ O-e- 81 /2 9?. Est Lt 9: St sit Et Z1 tt 01. 6 • 1. 9 G 11 M M E / 12 11111111,1111111111111111111111111 J1 1111 1111 111111101111111111111111111111111111111111111111,111111111111111111111111111111111111,111111 111111111 1111 4l-0" 2 x b CONT. RIBBON STRIP MIN. 3/8" PLYVV. I4/ 841's AT 6" 0.0. - SE:E SHEAR WALL SCHEDULE (SHT. 53) 2 x 6 DRAFT STOP AT cLe. (TYP) 5/8 &YP. BD. ON 2 X 6 VV. STUDS * 16" 0.C. '1YP. E.N. 1 PLYWD. I ALTERNATING 2x FLAT BLKAS. AT PLYHD. JOINTS, E.N. BOTH ED6E5 OF PLYWD. TO BLOCKING SEE DETAIL. 6 I t sr. •-r• rr:7 7 r*t11 - .,P. I/2' PLYHD. (CDX, INDEX 24/0) kW eti's 0 6' O.G. B.N. 4 EN. &I's 0 10" O.C. P.N. CONC. ROOFING TILES 0 —1/2' PLYND. V .5.d's AT 6" O.G. TOP OF CM \ FIN. FL. / NOTE: Ii IL 2 x S STUDS AT 16' 0.C. TYP. Kt 3 x 6 (OR 4 x STUDS UNDER EACH ROOF TRUSS. STUCCO ON WIRE MESH ON BUILDING FELT ON 3/0” - SHEAR WALL SCHEDULE (SHT. 53) FOR NAILIN9 DECORATIVE REVEAL U SI FINISH FLOOR ELEVATION Of +0'-0" INDICATES TOP OF SLAD. PREMANUFAC1VREP 2x MANSARD TRUSSES AT 24s O.G. (TYP.) HIM 3 - PRE-NOTCHED CORNERS TO ACCEPT CONTINUOUS 2x RIBBON STRIPPINe. SEE DETAIL to •■■••••••• OrMagrONI0110.M.I.I.M.I.NO 1 0Y-0' A.P.F. +11'-0' APP. 4_ T/ PLT. BRO. = I2'-3 A.F.F. 1/2" PLYVV. W./ bello C b' OL. E.N. F.N. Dc4 /MAT 10' O.G. 2 x4 CONT. RIBBON STRIP IN/ (2) 16cI's • EA. TRUSS +4'-6" A.F.F. T/ MSS 2 +12'-5 1/2' I APP. 0 Li Li C,) • I Li z 141 s lt cc 0 0) 0 14 1 ALUMINUM SKYLIOW; I' LAMINATED, INSULATE TYPICAL WALL CONSTRUCTION COMPOSITE ALUM. "MEL SYSTE 30s BUILDING FELT I/2' PLYWOOD VUBd AT 6' O.G. 2 X 6 5 AT 16'O.G. R41 BATT INSULATION W/ VB. 5/8' TYPE 'X' 6.W.8. +11 BUILT -UP ROOFING J — 2X6 STUDS SUSPEND' ACO'JSTIGAL CEILING 5/8' TYPE "X" G.W.B. / I �--- 2X4 TOP CHORD --- REINFORCEMENT PER TRUSS JOIST TYP. AT TRUSSES IN SKYLIGHT AREA ONLY. A ti IV- 5 1/4' (FIELD VERIFY) 5/8" TYPE °X° 6.11B. TRACK MTD. LIGHT FIXTURE 5/8' TYPE "X' 6.1^1.B. F — TRUSS PER PLAN REGE55ED LIGHT FIXT'JRF. (BEYOND) KVA NOTE: SEE DETAIL (2)- 2X6 TOP I. CONT. (NO SPLICE OVER LENGTH OF THE SKYLIGHT) 4 .1 *me son. FRONT WALL AT ENTRY to 0 0 O 00 TOP of PLATE ALUMINUM COPING — - — I /2" CDX PLYWOOD 4/ 8d AT 4" O.G. FIN. FLR. = +O'-0" 2X4 FLAT AT 24 °O.G. T/ P &ARIES +13' -0' a H.P. +I2` -5 I /2" 0 L.P. E,N. WALL PLYWD. TO UPPER TOP PLATE NI t361 AT6 ° O.G. +q' -6" MOT. OF TRUSS +8'..O' CEMENT PLASTER FOR A1L2ITIONAL FRAMING INFORMATION TYPICAL YVALL CONSTRUCTION COMPOSITE ALUMINUM PANEL SYSTEM 30# BUILDING FELT I /2' PLYWOOD W'&d AT 6' O.G. 2 X 6 STUDS AT 16" O.G. R -I9 BATT INSULATION VV VAPOR BAR 5/8" TYPE 'X' 6.WB. TOP OF PLATE 4 _ +11' -0' 4 TYPICAL SOFFIT CONSTRUCTION COMPOSITE ALUMINUM PANEL SYSTEM 30* WILDING FELT 1/2" PLYWOOP W/8d AT 4' O.C. 2 X 6 STUDS AT 16° 0 COMPOSITE ALUMINUM PANEL SYSTEM IER SCALE: 5/4" = 11 -011 ALUMINUM PANEL -- SYSTEM 1/2' PLYWD W/ 8d's AT 6' O.G. / - - - 2 x 6 BLK's - -_ TOP 4 BOTTOM OF ACCESS PANEL 22'61 x 56'H DORMER ACCESS PANEL 2x6 SILL W,' I6d AT b' O.G. EN. PLYWD. CEILING, HT. +q' -O" A.F.F. 2x8 x 50' LONG EA. SIDE W/ 6 -I6d TO TOP CHORD (DO NOT NAIL WITHIN 8' OF TRUSS JOINT) 2 x 6' BRACE PER DETAIL 6 x 8 BLK'6. W/ 4P68 HORS. 5 \ A A 4 :1 WALL AT ENTRY m v NOTE: � ! r TJ. W . 01 ee 8G 12 9Z se 17Z ' ea IiII1111111111111III1111I IJilll i111I1111 III! 1111 JIIIII�l1J �I�l�I�I�I� '1�111�1(1�11I�1�I�111� 1!1111111( 0 167H$INCH 1 2 r 3 , I �z OZ F1 HAW 11.1II1 Il lII11�LL ,1IJ!1 ! ll! a� �t 91 91 'L CI I I IliI11) _ } l 11Ili�11 i���4,i;�I�11I111IIilI I iI , , , II! 1 ' 11111 .111111[11 III ,) I I 14 Till- 4 , Wilt: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. I► IiiIkIIIIli '11II1I ;IJI1uiI1IIl1I1I11111 Will 9 $. 10 11- MAD 3 6QRMAW 12 • • 0 0 0 0 0 0 O Q 0 FIN. FLR. _ +0' --0" LIGHT- WEIGHT CONCRETE ROOF TILES ALUMII■JM COPING TYPICAL WALL CONSTRUCTION COMPOSITE ALUMINUM PANEL SYS 30* BUILDING FELT I/2' PLYWOOD HAM'S AT 6 O.G. 2X6 STUDS AT16' TOP OF PLATE +11' -0' 1/2' PLYk V. VU 8d's AT 6' G.G. E.N 4 B.N. FN: 8d AT IO' O.G. SIGN 04.1 .0) T/ TRUSS +I2' -5 I/2° T/ P DRS.= . \� +8'-0' 3/8' PLYWD. HEADER PER PLAN FINISH FLOOR ELEVATION OF IN7ICATES TOP OF SLAE3, TYPICAL SOFFIT CONSTRUCTION COMPOSITE ALUMINUM PANEL 5YS 30# BUILDING FELT 1/2' PLYWOOD W/8d AT 6' O.G. 2X STUDS AT16' CEMENT PLASTER N 0 1 -0 " SCALE: 3/4" = I'-- N Cl N A CC 0 Ls! Ca 61 0 C o / 03 0 9 u r s I;TP RES j 9 7 I.s 1 U a a Li a p U C• O LU 0 z 0) /J g ( N 0 o Q ri ra; • 5' -6' // \\ --- 9 1 ALUMINUM SKYLIOW; I' LAMINATED, INSULATE TYPICAL WALL CONSTRUCTION COMPOSITE ALUM. "MEL SYSTE 30s BUILDING FELT I/2' PLYWOOD VUBd AT 6' O.G. 2 X 6 5 AT 16'O.G. R41 BATT INSULATION W/ VB. 5/8' TYPE 'X' 6.W.8. +11 BUILT -UP ROOFING J — 2X6 STUDS SUSPEND' ACO'JSTIGAL CEILING 5/8' TYPE "X" G.W.B. / I �--- 2X4 TOP CHORD --- REINFORCEMENT PER TRUSS JOIST TYP. AT TRUSSES IN SKYLIGHT AREA ONLY. A ti IV- 5 1/4' (FIELD VERIFY) 5/8" TYPE °X° 6.11B. TRACK MTD. LIGHT FIXTURE 5/8' TYPE "X' 6.1^1.B. F — TRUSS PER PLAN REGE55ED LIGHT FIXT'JRF. (BEYOND) KVA NOTE: SEE DETAIL (2)- 2X6 TOP I. CONT. (NO SPLICE OVER LENGTH OF THE SKYLIGHT) 4 .1 *me son. FRONT WALL AT ENTRY to 0 0 O 00 TOP of PLATE ALUMINUM COPING — - — I /2" CDX PLYWOOD 4/ 8d AT 4" O.G. FIN. FLR. = +O'-0" 2X4 FLAT AT 24 °O.G. T/ P &ARIES +13' -0' a H.P. +I2` -5 I /2" 0 L.P. E,N. WALL PLYWD. TO UPPER TOP PLATE NI t361 AT6 ° O.G. +q' -6" MOT. OF TRUSS +8'..O' CEMENT PLASTER FOR A1L2ITIONAL FRAMING INFORMATION TYPICAL YVALL CONSTRUCTION COMPOSITE ALUMINUM PANEL SYSTEM 30# BUILDING FELT I /2' PLYWOOD W'&d AT 6' O.G. 2 X 6 STUDS AT 16" O.G. R -I9 BATT INSULATION VV VAPOR BAR 5/8" TYPE 'X' 6.WB. TOP OF PLATE 4 _ +11' -0' 4 TYPICAL SOFFIT CONSTRUCTION COMPOSITE ALUMINUM PANEL SYSTEM 30* WILDING FELT 1/2" PLYWOOP W/8d AT 4' O.C. 2 X 6 STUDS AT 16° 0 COMPOSITE ALUMINUM PANEL SYSTEM IER SCALE: 5/4" = 11 -011 ALUMINUM PANEL -- SYSTEM 1/2' PLYWD W/ 8d's AT 6' O.G. / - - - 2 x 6 BLK's - -_ TOP 4 BOTTOM OF ACCESS PANEL 22'61 x 56'H DORMER ACCESS PANEL 2x6 SILL W,' I6d AT b' O.G. EN. PLYWD. CEILING, HT. +q' -O" A.F.F. 2x8 x 50' LONG EA. SIDE W/ 6 -I6d TO TOP CHORD (DO NOT NAIL WITHIN 8' OF TRUSS JOINT) 2 x 6' BRACE PER DETAIL 6 x 8 BLK'6. W/ 4P68 HORS. 5 \ A A 4 :1 WALL AT ENTRY m v NOTE: � ! r TJ. W . 01 ee 8G 12 9Z se 17Z ' ea IiII1111111111111III1111I IJilll i111I1111 III! 1111 JIIIII�l1J �I�l�I�I�I� '1�111�1(1�11I�1�I�111� 1!1111111( 0 167H$INCH 1 2 r 3 , I �z OZ F1 HAW 11.1II1 Il lII11�LL ,1IJ!1 ! ll! a� �t 91 91 'L CI I I IliI11) _ } l 11Ili�11 i���4,i;�I�11I111IIilI I iI , , , II! 1 ' 11111 .111111[11 III ,) I I 14 Till- 4 , Wilt: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. I► IiiIkIIIIli '11II1I ;IJI1uiI1IIl1I1I11111 Will 9 $. 10 11- MAD 3 6QRMAW 12 • • 0 0 0 0 0 0 O Q 0 FIN. FLR. _ +0' --0" LIGHT- WEIGHT CONCRETE ROOF TILES ALUMII■JM COPING TYPICAL WALL CONSTRUCTION COMPOSITE ALUMINUM PANEL SYS 30* BUILDING FELT I/2' PLYWOOD HAM'S AT 6 O.G. 2X6 STUDS AT16' TOP OF PLATE +11' -0' 1/2' PLYk V. VU 8d's AT 6' G.G. E.N 4 B.N. FN: 8d AT IO' O.G. SIGN 04.1 .0) T/ TRUSS +I2' -5 I/2° T/ P DRS.= . \� +8'-0' 3/8' PLYWD. HEADER PER PLAN FINISH FLOOR ELEVATION OF IN7ICATES TOP OF SLAE3, TYPICAL SOFFIT CONSTRUCTION COMPOSITE ALUMINUM PANEL 5YS 30# BUILDING FELT 1/2' PLYWOOD W/8d AT 6' O.G. 2X STUDS AT16' CEMENT PLASTER N 0 1 -0 " SCALE: 3/4" = I'-- N Cl N A CC 0 Ls! Ca 61 0 C o / 03 0 9 u r s I;TP RES j 9 7 I.s 1 U a a Li a p U C• O LU 0 z 0) /J g ( N 0 o Q ri ra; • f "H2' CLIP., ® 43' 00. (ALIGN W/'LSTA° 4 1 5A" STRAPS). T/ TRUSS +12'-5 112' T/ P Tj} ' * 2''4• 4x BLACKING ( /2' PLYWD. WJ EN, 0d a 6" O.G. BEAM PER PLAN — +q'-6' 2x6 LEDGER W/ 2 -I6d a EA. snip 4 EA. I3LK. 4 \ E.N. — v? i o 1 E.N. 2x4 DF/L 02 JOISTS a 24' O.G. NJ "LU24" HORS. EA. END. BEAM PEFZ PLAN 2x10 DF/L 02 SOFFIT JOISTS O 24' O.G. W/ LJ210 HANGERS ,-w.,•.1.8111■11ersrrs∎r- 1/2' STRJGT. II OR COX PLYWOOD -- EN. 4 B.N. bd AT 6' O.G. F.N. AT 10' O.G. 2x10 DF /s. 02 JOISTS C 24' O.G. U.N.O. �^1I 'LU2I0' HORS. TJ PL +17' -0' 112" GDX PLYWOOD 32/16 INDEX EN 4 BMA AT b" O.G. FN. AT 10' O.G. 1.STAI3" STRAPS W/4 -10d o EACH END. e 43" O.G. 6 Al sr/ ienll Pr. rniclGa1tido ..3_4(416/14.2t4o -2e41 NOTE: SEE DETAIL ch►._ _ +10" A.F.F. • SIDE WALL AT DRIVE -THRU N.T.S. NOTE: • FOR A13DITIONAL FRAMING INFORMATION 25'-O 1/2' M.S. FINISH FLOOR ELEVATION OF +O'-O' INDICATES TOP OF SLAB. TYPICAL NALL CONST, COMP. ALUM. PANEL SYSTEM 30s f-ELT 1/2" PLYWOOD 2x6 STUDS 4x4 BLOCKING W/ F44 HANGERS UNDER END WALL CRICKET SEE 54 (ROOF DRAIN BEYOND) m 1 ft / GONG. DRIVE -THRU LAN _ / DIMENSION PER SHT. 513 2 X BLOCKING BEAM BEYOND 3/3" PLYWD. I'VE.N. 8d 61 b' O.G. +IO" A.F.F. ......r......, SECTION A+st/trni/pr ink1Co l Vo b,i _.dt 1 s/ly.2b05 "rL'(s' 2 H6R. DETAIL AT DRIVETHRU (4) I6d'5 AT STRAP " H6R. 'ST6224° STRAP BEAM PER PLAN 5ti 2 1 4 " n 0 4 A 0 p. rti • 4'-O' N +O - 0 ' TOP\ ✓ �� CEILING HT. +1' -O' A.F.F. AIR CURTAIN - MRaS 1 ATTACH TO r'RAMIN6 PER MFR.'S SPECS. 5. 5. COUNTER 3' -I" SLAB \ / \ NOTE: MAXIMUM HOT. FOR MARS W23 IA T -n' i nM AIL? ei.I TAIA! TO TOP OF COUNTER - OPENING WIDTH 15 2' -b' MAX. SCALE: 3/4' sg TYPICAL NALL CO • T. COMP. ALUM. PANE' SYSTEM 300 FELT V2' PLYWOOD 2x6 STUDS elb "oz. OFP. HD. 'A35" CLIPS EA. SIDE OF POST bxb POST ti bsrAmt/prmk iLalt /db.l_dt=s/ly.l801 DETAIL AT DRIVETHRU /M+1Npr, le.olthib.I...eS3ls/y.. DETAIL AT DRIVETHRU _ .1/2' PLYNOQD TRUSS FL PLAN (2) (bd's ES. 16d's STA66ERIr1;: NOTCH VVERT. BLK'6. FOR 2xbBRACING 'N3TALL SHEAR NALL PLYWD. TO POST PRIOR TO HEADER INSTALLATION AT `J _ FABRICATED STEEL. HANGER EACH END - SEE Pm. 2 x ' BRACE x 12' LON& AT 43' O,G. Hi (5) Ibd's TO TRUSS AND A35 CLIP TO HEADER - DO NOT NAIL WITHIN 6" OP TRUSS PINS .- PRE -DRILL NAILS - MIN. 6' O. PLYWD. 2x10 LEDGER I413 -Ibd AT 12' 0.G. LU2I0 HEIR. I" 11_^" I' = 1' -0' (2 E 2 -Ibd TO BLK. 2x10 JOISTS — AT24'O.G. — 1/2' PLYWD. W/ Ad AT 6' O.G. E.N. (2) I661's PER BLOCK 2x 8LK'6. AT 43' O.G. W/ (5) &d's TO BLK. Alsri1mVprmk1Golt /cb.1_dt;$/ty.2bo4 /rvnvprnicacaltidb,l_dt1642190 DETAIL AT DRIVETHRU Nsieff Nip! rniClCalt/elb.l_at lely 2801$ DETAIL AT DRIVETHRU FA OF POST OR PLYWD. 2 I /2" 114v DETAIL AT DRIVETHRU I Pill 1111111`111i IIIj 0 10 THS OWN !I I I I1, 9 .1.fI I' 3 1 rnr 1 1 1 1 1 1 l t ( I 1 F t j 1 1 F : 11111 W I ° 1q 1r 1 1 l r 1 _ 1 t I 1 i UIIIIIIIII 4 5 6 .: _ „ .. .. �t... 8 10 NOTE: If the microfilmed document is Tess clear than this notice, it is due to the quality of the priginal document, pp 6z tie Lz 9z 9Z Vz ; ez zz t oz SL .1!!1111!illll! I(!II!ll ll Illi�lllillilli111111lLIIIILlfllallll !1!11111{1! J!!■ f!!14111 111! +z?c..s rraC4`fi;DSa`,.+*1:�'. -.`'?• , .. �.� ;:, .;era ; i ... . -., .. ,, s , 91 LI 91 SL bt Et ZI tt 01, 6 I!k!I!Illl il1!J.11!1 ilill1111!II!II!111!! 1 1 11101!I!!I!llill!I11111111ffii 2x10 C.Le. J5T5. AT 24' O.G. WJ 'L F26' H&R5. 3/3' PLYWD. W/ 8d's AT 6' O.G. E.N. 4 B.N. AND 10' F.N. 5 3/4' SIDE FRONT �— 2x10 BLK'6. TN. / 3-16d EA. BLK. E,N. +12' -2' • 1/2' PLYWD. W/ Sd's AT b° 0.C. E.N. H2.5 CjJP AT 4e O.G. 8d AT 6' O.C. 2x4 STUDS AT 16' 0.0. 244 LEDGER W/ Ibd AT 3' O.G. - BM. PER PLAN E.N. 2' SOFFIT VENT I' s ('-O' z i ' tEt 4,0 aD (3) 3/ �r 3 }i A301 BOLTS 5 3/4° x 26 1/2 x 4 &A. 1CI 0 — PLATE E (FY z 36 K51) i FOR. PER FLAN --DRILL STIR FOR (3) 16d's ES. -- - 2 1/2' WIDE 12 GA. STIRRUP (FY = 36 KS5) DRILL PLATE FOR (2) 164:1 sit u c:=3 7 z 0 col a U) 8 •- N N R7 (0 Cs N N a 0 �Q Q. ° O s 0) • • - _ r". �. :.. _.:...� }...........:,3. ,.f�{..':..._s.�.. ..., caw r, :�... ;.xs 1 114•7;w: zr:.: le:rt , %XS. 4 0 .0 00 1.. • • q' -I1" 4x6 YV/ SIMPSON F46 0 EACH END. b' -4" 7 1 i / �- S/8" TYPE "X' 6.1/113. -- -- • A16 6' -4" • /Ar / / \\ ____; A.� _W_ - -` -- :7 -- // \ \ /1 \\ 1 \\ 1/ \ \ 1 / \\ // \\ 1 TAN-- 1 / \\ 1 / \\ // \\ 1/ \\\ E.N. /1 \\ 1 \\ // \\ 1/ \\ /1 � / \ \ \t� 5/6 / TYPE °X" 6.1 ,�3.. ---" % \\ / \ \\ /1 / \\ F"' / \ \ / f/ \\ // \\ / \ / \\ // \ 1/ \\ 1/ \\ 1/ \\ // 1/ \\ 1/ \\ // \\ 1 \ \ % / \\ /1 \\ 1/ \\ 1/ \N' —'— — 1 \ \ 1/ \\ 1 / \\ // \\ 1/ 1 \ \\ 1/ \\ 1/ \\ /1 1 \ \\ / / \\ 1/ \\ 1/ \\ 1 / 1 \ / \\N 1/ \\ 1/ \\ 1/ ;L Y' 0 ; __X.—Y L ,;J - --- .... >•.�... • ALUMINJM SKYLIGHT F KAHN& W I' LAMINATED INSULATED GLAZING PER SP'EC'S / TYPICAL WALL CONSTRUCTION BUILT -UP ROOFlN6 I/2 ° PLYWOOD GM wad ob'o.c. 2 X 6 STUDS o lb" O.G. R -Iq BATT INSULATION W/ V.6. 5/8" TYPE" "X" 6.11.B. � - -- GANT STRIP RIGID ROOF INSULATION - PER SPEG'S — 2 X 6 STUD$ • I6° O.G. NECESSARY ct ' - /rsr/fml p^.mi..1G/eb.3. _4dtls/1y.2`730- .2'73'7 graM SECTION THRU SKYLIGHT 4` -O° l'. b' -6' 12 `may ,,..... • 4 I I I 11111 111111 1 1 1 1 1 1 I I I I I I 1 I I I -I I I I 1 1 Tyr p f l it t r 1 1 I ` I I I . . Iii i , I , ! p i' I I VI � I I l 11 Ij I I , I I . +t11 2 3 4 5 i NOTE: If the iiicro£i1i ed do is Less clear than this notice, it is due to the quality of the original document. 9z Gz viz ' ez zz Le 0? 61. at L:1 9l Sl ail Et z1 LL 01, 6 1 111111! I!11t IIIIi11hlIIIIa(I I i11l1.1111 Il!IIlil1 I► 111 11111111 . 1b111 1 11111111J111111111!lIII 11 li!Illllillllllilll111111 r ., ' .....: ...;. I . 11, IIII,'III111 I IIIIIII I IItILI1 � 111111 9 , f 10 11' MADE URMMY 12 9 L. 9 5 e z l «+W li�l 11 1 11l 11111111111111111 1111l1111111111111 0 u-. 0. 2' -6" Q t 0 0 0 % 0 0 NOTE: TA.P, A.F.F. i FINISH FLOOR ELEVATION OF 4O' -0' INDICATES Tor OF= SLAB. ti SALE= 3/4' s ILO" 0 in 'l T.OP. AP.F. T/ TRUSS a r 3 +f2' -51/2' . A.F.F. 1 '1 PLT. !tea. - 415 AF.F. +1' -6" +8'-0' A.F.F. 1_. z 0 [IAA Q z 0 " \ €�` Lfl ;AI /1 rt SEE FND. PLAN FOR Fre. REINF. (4)45 TIES- /usr/fm rink1G/d/a.5_4atIs/1 ..240i STEPPED GRADE BEAM TRENCH PIPE PARALLEL TO FOOTINO PIPE PERENDICULAR TO FOOTING NOTE: L Ti kor/fm1/ rrytkle/dO.5_44t15/1 2404 ROOF SHEATHING LAYOUT o EXTERIOR BEARING WPPORT PIPE SLEEVE 2" LAROER THAN PIPES 'D OF SLEEVE. _JI IT II \---MATCHINO BARB TOP t BOTTOM 1.44g1191MR0,1■110.M.M.MINfte FOR PIPES 5'-0" OR LESS BELOPiroanNo5, PROVIDE pt.mte IM CONC. AS 6140M. PIP MORE THAN 5'..,0" , Vf eELo rOOTINC./5, 1 F.11,PEP FOOTINe DETAIL TO STAY HITHIN /Os Acti Cdde.5_4atio .2406 4.1.0/NOINI,..001041.1.4.11.411101 JOIVal■No. - FOR, PIPES IN THIS AREA OOTIN6 50 PIPES PASS THRU FOOTING WALL Or J1 11 NO SCALE /uo•/fthi/ rriKTe/eb.:)...4kitlell .2105 PLYWOOD SHEAR PANELS 2 4 'D ' MIN. FOR t _L il leo ow, HOOK 1 40 'D' AT MASONRY L ___. --1 L tArLeptm /usr/fm1/ TYPICAL REBAR BENDS BaiNDRY NAILINe AT ROOF PERIMETER, AT CONT. PANEL ECOES ( ) 0 D5 NAILINO AT ALL WOES OF ALL PLY1s1000 SHEETS AT SUPPORTS 0 INTERIOR FIELD NAILING 6" o/c AT BEARINO SUPPORTS SEE FLANS FOR PLINOOD THICKNESS 4 NAIL1N0 scHEDua 0 LON0 IMM or PLYNOOD SHALL Rol ACROS-S TRUSS SYSTEM MIN. ED(SE DISTANCE FOR NAILS SHALL BE 3/8" 0 MINIMP PLYMOD SHEET SIZE 2'-0"x4'-0" 0 NAILS SHALL NOT BE OVER DRIVL-1( LOCATE PLYP1OOD JOINT OVER NE SAME TOP cHoiao ts:'EMBER. -- 4 x b SUPPORT BO9TOis4 C'..HORD OF TRUSS 2 x 4 SLEEPER, -- EA. SIDE E3OTTOM CHORD ----V OF TRUSS iossiteet r.rn 7 J PLACE EE NAILS INTO POST PER PLAN OR (2)2x 511105 Al' END S OF SHEAR WALLS. - 2 x 4 SOLID E3LOCK1NO (FLAT) - TYP. AT ALL PANEL JOINTS STAeroER MILINS AT PLYNOOD JOINTS ROD HANGER FROM TRUSS A ./■■••■•■•••••...• ( OR 4 ) ) STUD AT EA414 JOINT - Loc.;ATe BELON EA. ROOF TRUSS - TYP. S 53 epee NAILINO - ALL EDOES OF ALL SHEETS (SEE SCHEDULE) ------ FIELD' NAILINO F AT POST/HOLD041 \ ANCHOR BOLTS - SEE PLAN FOR SIZE, SPACINIS AND EMBEDMENT $13 4 SMALLER BARS $4 THRU 141 BARS *14 TM.) Plb OARS OFFSET NOM. MINIMUM SIZE OF SHTO. SHALL BE 2'-0" x 4'-O' EiLOCK ALL POW). EDGES NOT SUPPORTED BY FRAMINe MEYBER. SCALE: BAR SIZE 6 MIN I NO SCALE NO SCALE ---HANOER ROD PER PLAN - 4 x SUPPORT - 2 x 4 SLEEPER EA. SIDE NO SCALE -- PLYNOOD SHE.ATHINO (see socouLE) YYPicAt, : &RADE BEAM - p{"` I Ek2TTOM OF TRENCH EXCAVATION SHALL NOT EKTEND OELOOIT1419 LIME 3 510 IIIIIIIIIIIIIIIIIII11111111111111111111111111111111 O 16 'MS INCH 1 3 , • CONTRACTOR TO SE RESPONSIBLE FOR MAINTAIN1145 NE SIDES OF NE TRENCH FROM CAVIN5 IN UNTIL ALL BACKFILLINO IS COMPLETED 1:WKFILL AS PER SPEC.) COMPACTED FILL-'?0% DENSITY IN UNDATED - SAND MAY BE USED IN HELL DRAINED SANDY OR 01'. SOIL /uor/tcni/prinkle/db,5_4citio,19.2405 TRENCHING EXCAVATION TYR WfZNER AT FIELD BENT BARS DoteLe JOIST OR RAP1tR TYPICAL DOUBLE JOIST HANR TYPICAL JOIST HANCIER DOUBLE JOIST OR RAFTER rr TYP. TOP -.1.171011/M14■It 4_ I I I 1 jL J. r(p.omoe BEAM INTERSECTION BARS 4 BOTTOM PLAN VIEW Aisrifrni/prelk1C/Ob.5_4atie/19.2405 5 REINFORCING AL GRADE BEAM 10 INTERSECTION r TAO ft 4V TRIMMER - POST PER PLAN r SID EN. W-TEI SHEAR HALL EDGE NAILINO AND t'OLDOPIN TO BE AT POST, NOT AT TRJMteroRS. POST TO BE CONT. FROM SILL TO TOP PLATE. 01111••■••■■11,1•111,,M11 Arr/frni/ SHEAR WALL EDGE NAILING LINE OF CONG. CM BELOW LINE OF SILL PLATE BELON H0LDOP4 PER PLAN, LOCATE BOLTS PER M'F 05. - SPECS. MIN. 2-5/6" DIA. x lb° A.B. IN ADDITION TO HOLDOINN A.B. DSL TRIMMER AT 1^4INDOiri POST PER PLAN NO SCALE EXPIRES .//--7 WIrmau■•••{001,41Y,s, ROOF OPENING 0•1■101=•■•••■••■•.••■•■■•■•■• /vor/fmi/proik1C/cib.5 ROOF EQUIPMENT SUPPORT NOTE: 2-Id TOE NAILS EACH SIDE OR 4-16d END NAILS FOR TAIL JOISTS HITH A SPAN et's0" OR LESS. TYPICAL JOIST HANOER IF SPAN IS ORATER NAN 5'-0", AT OPENINC. IN PRITABRICALW TRIZ5 MFR. TO SUBMIT DerAIL FOR APPROVAL BY NE ARCHITECT 4' / •••••••*■••11-1.11 - -- SIMPSON F-26-2 ....101:1-,'T \ HANGER (f/D-26 MAY BE ZED . TRUSS TOP CHORD 2-2x6 SEE FRAHM'S PLAN S-3 FOR LOCATIONS TYPICAL AT DOUBLE 2)(6 CORNERSBELOIN ALL A.C. UNITS VIIIONSO ••■•••••,01■3..••■•4.Tw..•■•■••■,..u. ..."0.11■111.1.1.4.1■101.141R - XGAVATION FINISH ORADE MIN. 2° -PEA ',RAVEL TYPICAL 4' NO SCALE TYP. CORNER AT PRE-SENT BARS NO SCALE NO SCALE NO ...01•••••••■•••■■••■11•100.1.1M.• a. =OA ; e ,.., 4, , ,, -;,:k-::::-:,....; :: s ..;:i.,,fr,..' 40. .,.: „.......144- , --;-,-; it '.------.- 111111111 111 1111 11 11111 1111 1111 111111 [F1111111 4 5 6 7 P. ..... ............. ..- NOTE: If the microfilmed aocument is less clear than this notice, it is due to the quality of the original document. 0411.110■ •411.1.••■■•■•••■■•••■■■■■■■■••■. 40.1.• •■•■•101..... O 6 ee 12 9Z SZ 4 7Z .; CZ ZZ LZ OF, 6t 91. /3 91. St tit Et Zt tl L E z L rw 0 ••■••••••••■••■•• • I. Tho csonorol Contractor shall voofy all dimenoiono and site conditions before srtorting, work. leo Architeot or . rInteer sholl bo notifiod of ony discropancy. 2. If notes and oletc ils Or0 In conflict with these eenerol Notes, tha Archltea shoil be notified. 5. The dosign, odoctioov„ and safet9 of eroctIon oracing, shoring, temporary topports ote., tho sole r e$ponsibIlltg of the Contractor and has not boon considorod by the Structural EngInoor. They Contractor is responsible for stability of the structure prior to application oP ail shear v4C1116, roof Cirbd floor diaphragms, and finish matoolals. Ho shall provide the neoossary bracing to provide stability prior to the applioation of the aPormentIoned morals. Observation visits to the site j the Structurai a shall not Include Inspection of the, ()bay° Moms. 4. All moteriolo and workmanship shall conPorm to govorning building codes. 5. Doings CPItericl gcsm16 zer." ill, wind speed 60m.p.h, expoeuro "B". ELIMA.11001 Ailowable soli bearing VOlvests OF 1000psf Por grado boom and 500psf for slab on grade is used bas on soil report Furnished los associated earth sctonoes, flG. : dated Juno 1 report * ci:ta3 2. Refer to site ond/or grading plan for preparation work. 5. Footings shell rest on compacted Pill as specifloct bs 5011 roport. finish or natural geode os shown on drawings. 4. Sill bolts shall r.,•xtend 14" minimum into slob. 5. hialadown anchor bolts shell extend ian into concrete footing (U.O.N.). Secure ond locate by templatos fastened to the forms. otirtaut ft_a_MILNIKIMAL 5oo Notation on Foundotion Pions And OI Report I. All reinforced concrote shell obtoin a comprossIve strength oP 3000 P.S.i. at 2e. days. (provide speolol Inspeotion per UDC) Ali concrete shall hove o minimum comprasSIva strength of 4000 PSI. at drive On Ione and cluirpOter store area (6-SaCks mix minim). 2. All cement shall conform to A511v1 C-150, Noe I. 5. Aggrogote shall oonform to ASTM C-33. 4. Viire as indicated on Pions are conformIng to Aeirm A-165. 5. See drawings for miscelloneous Iron one steel, ate., to be cost in concrete and Por Iocotlon of floor finishes and slab depressions. 6. Refer 1 ,:o Meohanioal and Elootriool Drawings Por location of pipes, oondult, etc.. 1. Pipe or ducts oxcoeding ore -third the slab or wall thickness shall not bts placed In structurol conorete i nI po6li detaltoci. e. Pipe me? puss through concrete In a sleeve, but not be embedded therein. 1. The striongtn ley& oP the conerte will be considered satisfoctor9 if the average of the strength tosts of a given area or panel octuals or exceeds the specified strongth at 2a dogs, with no individual strength test of such area or pone! lass than 5% below that specified. Concrete that does not meet or exceed the criteria will be removed bs the Controctor and roplacod ieth concrete that conforms to these criteria. 10. Provide 5/4'' ohamPers at all expoeed corners. II. Refer to Architectural drawings for molds, grooves, ornomonts, clips or grounds raga to be oast In concrete-, aria For locations of Floor finishes ond slob depressions. ammy. I. Mao block shall conform to ASTM C-40, brode 'A' units, size of units to be nominal E." wide x high x 16° long Bloc*. Sold with o running k'ond 111th staggered joints. Joints to be raked unless notod othonelso and natural gray color mortar. 2. eefc,fr. 911011 GoriPorm to ASTM erode M.N. 2500 P.51. 3. Cement shall conform to ASTM C-150, Type I or Tre II. 4. Aggregate, &nail nform to ASTM G-i44 (mortor) one ASTM C-404 grout. 5. Mortar sholl be: I port Portland Cement, 4 parte sand, 1/4 minimum to 1/2 maximum port hydroteci 6. eroot shall be: I port Portionci Cement, 5 parts sand, I minimum to 2 maximum porto plea gravel riith water sufficient to allow grout to flow into all cavities. Provide I-1/2" minimum grout space and 1/2" mlnimem grout between reinforcing and masonry. Block cells shall Ise in vertical elignment to provide a minimum unobstructed core of 5"x5". DOP4015 from footings shall be set to align with cores containing roinforcing. q. Ail block cells below hoo f. line or finish grotto, ohlt Is higher, on di! calls containing reinforcIng, .nhors or insorts shall koo filloci solid •4ith grovt. 10. concrete surfaces sholl be: eSeanod of all laltonoe prior to setting of masonry. II. Twical mason reinforcing is d at 52" oz. vertical, and (2) is4's at 48"oo. horizontal. KtflUID/Reig (See 'TRUSS NOTES' - Sheet 55) Submit shop drawings and structural caloulotions ston'ped 040shilon 5440 liconsod structural ongineer to the, arohitoct of record For revlow prior to obrication FIRIEOSPILITAL I. All reinforcing steel shall conform to ASTM A6i5, brads 60. 2. Dowels oholl bo provided at pour oonstruotion joints and snoii be Game size as detailed standard fop splice. 3. Reinforoing shail e splicool only 05 &t0 Or noted. Splices at other locations shall e approved oy Struotural Engineer. 4. Splices In adjoCe4nt horizontol wall reinforcement bars ohall be staggerod 4* minimum unless otherwise noted. 5 Submit rebar shop drawings to the orohitoot of record for review prior to Fabrication lusr/Fml/pe.rnic1C/cle.s 1[1111111111 111111111111111111111111111111111 9 10 11 wometRww 12 - - - •'• , "A. ' IIIIIIPITIIIIIIIIIIIIIIIIIM1 111111d11111111111 1 :■11 11141111111111111111111d 7 ••■■•■•■ Vapqmo•OI a.Zitts, NALINCIOSIULE 1111•1■■■•••• 1111Lt...NYL 5. No 5 or lar5 reinforoing bars shall not be re-bent Without opproval by the Structural Ineer. Dowels shall have a minimum projection equol to standard lop splico 1%A6 otherwise shown. 6. All reinforcing anchor bolts and other Inserts soli be secured In places prior to placing concrete or grouting masonry. A ni cor as ,t o ino nr9 r bars or dowels shall lap 30 diomotors In concrete and 40 GHQ:raters 6, Provide dopiels in footings ond/or grode bear* the ,erne size and number as vortiool II oP column reinforcing. Dowels shall have a minimum projection equal to stitalctord lop splice unless otherwise noted. dr. Provide the following minimum protective) covering of concrete Detest groide: (untormed) 3" oleo-; bolow grade: (Porrnool) 2" oloar. 10. Low Hydrogen wesiding rods shall be used Po' all welding oP reinforcing Wee. Ii. FAOrti noted 'CONT.', typicai seal+ reireorcing and vertical column retnforcIng shall have issa eplioes equal to standard lap splice. ( Also see speoificatioos ) I, All lumbor shall to Douglas Fir of the ollow rade unless CO01'44150 noted (or other spocios including lotostorn Laroh and Sauter n Pine oP oquivolent Oillowobie stress vole Raftors cfpci -Joists .2x4 to 4x4 inclusive 2x6 to 5x6 inoluslvo Studs Piotos Booms 4)' 6x and leer Posts ond Mullions 4x4 ond smaller 4x6 and lorger 6x6 and larger Misc.alionesous Lumber No.5 Blackleg, Purring, etc- C . ) NOTE: These atreoe values are adjuste. to conform to the "Notional Design 5peolfloatIon (4P5 Evpplernent)" 1441 ColltIon, Published kN Notional Forest, Proolicts Association. 2. Al) structural lumber shall be grcided In oocorcionoa with groolir.g and dressing rules 011 of the !Nest Coast Lumborman's Assoolotion. 3 All wood bearing on oonoreto or masonr9 If less than 4 obove rode shall be pressure treated Douglas Fir. 4. Structural marnbors *hell not be cut for plpeo, etc., unloos spoolfir,olty noted or detailed. 5. Holes for bolts shall be bored 1/32" to 1/16" larger than the nominal bolt diamoter. 6. Al! bolts eklall be retightoned prior to application of %poem board, plywood, etc.. •. All bolts bearing on wood shall have washers under head and/or nut. 6. 2x solid blocking eheil be pleased between Joists or raftore at oll supports. cross bridging shall be provided at 6' o/c for maximum for all joie rafters!, more than 8 In depth use 2x5 or approved metal type bridging. 10. Provide metal strap diagonal let bracing (ot approx. 45 degrees) every 25* In all stud walls not shoe:0).yd. Broco shall run continuously from top plate+ to Gill. Attach 2x rollers to structural steel with 1/2" diorrieter bolts dt 4"sOn o /6 ?or attachment of finish noted and shown on Architoohral Drawings, vnlost noted otherwise. 12. All posts shall have canneotorS at to and bc;ittom which ohoil be Simpson 'CC', `C8' or 'BC HALF BA5E' unless spezificolly detailed otherwise. IS. Mock and nail all plywood edges of all pliplood shear Et,ritog Plywood eheesting, diaphragms and oheor portals shall be any species 6106010cl fri 'dfroup conforming to U.S. product std. PS-1-831 glue,. This includes Douglas Fir. slostorn Laroh, Longloat and Shortleof Southern Pine. Sheets shall be lad PAtth long C111110t19k5415 perpendicular to the trusses or jo:ses. Sec schedule Por rado, and indox. Thls nailing Is topical unless otnerwrse noted or dotalled Ail nails shall be common wire nails. CONNECTION NAILINe Joist to sill or girder, toe-noil ea. side - - - - 3-bd Bridging to joist, toe each end - 2 Sole plate to joist or blocking, ?ac nail - - - 16d AT 16o/. Top plate to stud, end nail _. - - - 2-16d Stud to sole plote, toe-nail _ _ _ _ Double etsol, Pace nail 16d AT Doutdio top plates, face - - - 16d AT 16"o/. Top plates, laps and IntoreectIore, face nal, 2 Continuous header, to !videos - - _ _ _16c1 AT 16'o/c. CONNECTION NAkILINe GeIIfr to plate, toe-nail ---------- - _ 3-bd Continvoos header to stud, toe - - - - 4 Ceiling joists, lops over partttirms. Paco nail 5 Rafter to plate, toe 3 f3vilt carnor studs 6d AT 24"o/e.. Plywood sheathing See Plans on details for mailing. Joists to porctilel roPtors, face r,II SEE TYPICAL PsIALL SECTION 3/56 FOR ADDITIONAL DIMBX.SiOte AND INFORMATION. 0.2.•••••/■••••••••■ No. N. No No No. sit MANSARD TRUSS PROFILE cza62r. :ScIATF!.gP3 No. 2 1512Fis 45FV No. 2 115711, aiSte\i No. 2 1131Flo cf5FV 'Studs' '2Pt 1000 65\f it'SOOfb Z.9FV 1200frb 4 I2QQPo 65FY 1200Fto 6P'/ NOTE: MINK M ACCEPTABLZ size FRAMS MEMBERS ARE 5i40Kk mAt6ARP f904405 Be Ar.,GeFrotte 514ALLER mEmaft Aft 14o, REISARDLESS OF cALcui..Arfa* OR SHOP BY me MANUFACTUV.R. 11/2 C \ 6 1 - t -t ‘3 *L 2 x 6 5 1/2" --1 1/2' Aror/fm rynklaidte5esidtts/1 .241.2 ■•••••••■•Mr.1.•• 122055io 11/1042 1401 0 ptl vs-- 0 04 9330 BALBOA AVENUE � prrps�iPY��Y' LINE OF FOOD SERVICE EQUIP. (N.1-G.) r z T -2" _DRY STORAGE i L t _ - 1 1 L- r 1 E [1F-- -____ SIGN ELEC. PANELS 15 -2" - . FREEZER J SEE WT. KI 4 K6 FOR INFORMATION ON W.I.FIW.I.G. 8 ' -O' if 7-4" i - LINE OF ROOF/ SOFFIT AE?OVE EMPLOYEE MOP SINK LADDER E I TO ROOF 0 ROOF DRAIN RANLEADER GONNI=GT TO TIGHrLINE on:. 5-4 FOR LOCATIONS. ___ i I I I I . L JI _J R -1a BATT INSULATION AT ALL EXT. WALLS (SEE SPECS) 38`-0" 4t' -O" gm. E fi 1 5/8" PLYIND. SEE FIN. %HED. SHT. AIO 1 1. I !III 111 I IE 1 E I E L - - ` 1 I -- --- -- J -1- 11I +- C OOLER I 11 11 ; I I E { 'i E EI2 1 1 1 l 1 1 1 1 I -J I IIl L____.______I 1 I J 11i 3 -8" ..a 11-0" , 2'-0" J L _ 0 T-3 1/4" 6 3/4' 11 L____J II I f�� -11 ..` 11 1 II = J I`'_.__.__ L _i - t' PROVIDE BLOCKING AT +42' FOR 5/5 BUMPERS (2 REO'D) COUNTER AT DRIVE-THRU WINDOW. SEE NOTE 15 AND DTI„ 15 /A1 80' -0' KITCHEN ,2'-10 I /4' ' -I 3/4" 1-- I - POWER COLUMN . i _ 41i -71:11 r T 4 PROVIDE BLOCKING ®, +Ig" FOR 5/5 BUMPERS (2 REO'D) 3/4" 5' -11 1/8' V MIN. 5'm TURNING RADIUS SERVICE HO 10' -5" DRIVE -THRU I q' -,5° Ital L r- _ - 5/8 PLYY4ID. - -- f)EF. PIN. 5GHD.1 SHT. AIO I I , ?:;• - • ;etie'J 44 _ rii-, `ei"°} - 114 a '.t 6:. , a • _ ."Yf .,.r Y t' :0 �... ., �• *�'- r si'..�.�_ :: � .;.- !:'� `Y;'�" � -. y - <. Vii. �.:•' .`.. 'V <a : -!^'- . i +•7. �7 ti� :.i .try. A.4- � r t!• t .i �-". .!k .ti +'SAM -`u K t y`� . 11 sn _ w^. .,.sv:i�� a.. �. ...u` .,.+:"a......�.. ....�•�z .. r .C: ": r �Si+;'.s�:..."�.. r� ✓ � {111';. ,. .+. I' � I f I I' I I ��I' � I J I I�IIII'I''I'I'I' �I II JI�I�I - �I�I1��I ••'�II��I 0 16 THS INCH 1 2 3' 4 N TE: 'T • notice, oe 6Z 84 LZ 9Z SZ hZ EZ ZZ iz OZ 61. 81 Li 9 GI I { 1 , II 1 1i1{II1IIIIIniii! ICI !11111111 lII IIIl ? �IiL11171111 11 � _ ( ,11111 EJ )1111II!IIiI 1111111111111111! IIIiu.0 iii!IIIIIIIIIIIIIIIIIII L ye- f. ... - ..,. :�... •: ,_ 1` } , y ' , ra, A� f(x ...��?�.� _. !r` ^- ...r: mo ! -!. . .. .., ., - .,, .,A..�a.....- 1 I` 1LII L,' f l •11` flip 1 I J I � .. I I 11 . 1+tt Cale microfilmed document is leas clear than this it is due to the quality of the Original document, £l Zv it Qi. 6 14110111111111 111 ,1111111111 . 111111111111 . 111111111111 G i, 111,�1111I1111IlLIII1(n�II11�I1 1I!!il�IIIIL!IIi� r; i i {'EEJ Err' OCT RICHARD 0, FREIHEIT 0 STATE OF WASHINGTON CD Id, 0 se 2t 1 � : ;b _I Ili REGISTER ;S�s�;d�� -'��'h �fr7W:'�'X'_ `' �' � d�` �a`" 7� ' 4 3/4" '- 6 "' -6" 6' -8" 5' -1" Y!PRE W.H. WOMEN m VESTIBULE T7 -,6 5/8" A14 FOR CANOPY 12' -8" TILE CARPET ROUGH -Our FOR RECESSED NEON TRANSFORMER HOUSING SEE 5Th. A -II 4 DETAIL 4 /A-1 32 -6" r 21' 4" 21' -II" pr�rl 41 -0" NOTE: SEE DECOR PLAN (WT. All) FOR INTERIOR ELEVATIONS DINING 6 8i-0" EXIT SIGN 7f O u_ tri IL 1 tri 0 4- ice F.O.S. F.0.5. F.O.S. �� �: ;� 540 y t .q T YP. LINE OF ROOF/ SOFFIT ABOVE GENERAL NOTES I. cII4 EER SHALL PROVIDE PORTABLE FIRE EXTINGUISHM PER LOCAL FIRE MARSHAL. GENERAL CONTRACTOR TO INSTALL. 2. SCE FOOD SERVICE EQUIPMENT SGHEDL LE 4 DECOR SHEET FOR ITEMS FURNISHED BY OTHERS 4 INSTALLED BY OEN. CONTRACTOR. 3. ALL EXTERIOR WALLS SHALL BE 2x' WOOD STUDS AT 16* O -G. !^U 5/8" TYPE "X" GYP. BD. ON THE INTERIOR FAGS, ALL INTERIOR WALL5 SHALL BE 2x6 WOOD PTUDJ AT 16" O.G. YV/ 5/8" TYPE 'X" GYP. BD. ON 13O i H SIDES U.O.N. 5. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE O'R EFFORT OR THE USE OF A KEY. 6. ALL DRAPES, CURTAINS a DECORATIVE MATERIAL PROVIDED ANN? /OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM NON - FLAMMABLE MATERIALS OR TREATED WITH FLAME RET.AR:)AM" AS APPROVED BY THE LOCAL FIRE MARSHAL. 1. ALL FINISH SURFACES OF WALL t CEILING MATERIALS SHALL NOT EXCEED A FLAME SPREAD RATING OF 200 a A SMOKE DENSITY RATING OF 450. 8. FOR EXTERIOR WALL TREATMENT, SEE EXTERIOR ELEVATIONS. a. ALL L:XP05ED PIPING EiELO'-'W LAVATORIES IN TOILET ROOMS SHALL BE INSULATED WITH FOAM REFRI6. PIPE INSULATION, 10. ALL ARCHITECTURAL G,i.AZING WITHIN 46' Or DOORS SHALL BE TEMPERED INCLUDING GLAZING OF DOORS. II. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF THE FOOD SERVICE EQUIPMENT (P.5-E.) GO ACTOR. 12. ALL EXTERIOR DOORS SHALL BE WEATHERST'RIPPEO. ALL EXTERIOR .JOINTS AROUND DOOR FRAmE5 4 WINDOWS 8 AT ALL PENETRATIONS THR1J BUILDING ENVELOPE SHALL BE SEALED USING SEALANTS 4 CAULKING. 13. KITCHEN EQUIP. ! OWNER FURNISHED EQUIP. SI-IowN DASHED. 14. SEE KITCHEN DRAWINGS FOR INFORMATION REGARDING WALK -IN BOXES. 15, Gat. CONTRACTOR SHALL ORDER COUNTER AT DRIVE-II-RV WINDOW EARLY. INSTALL BEFORE INSTALLATION Of WINDOW FRAMES. 16. ALL DIMESEONS ON FLOOR PLAN ARE FACE OF GYP. BD. TO FACE OF GYP. BD. U.N.O. I POST OCCUPANCY LOAD SIGN IN .A CONSFiCe0S PLACE NEAR THE MAIN EXIT FROM THE ROOM PER MC 3302(). SHIM TO READ "MAXIMUM SEATIN< CAPACITY - qO SEATS'. 18. eaLDINc,i ADDRESS N111SERS SHALL BE A MINIMUM b" HI C;H AND 119E OF CONTRASTING COLORS. 114. AN AUTOMATIC, M NI`fiERED ALARM SYSTEM SHALL BE INSTALLED. SEE SHEET E-4. HANDICAP NOTES I, HAND ACTIVATED DOOR OPENI146 HARDWARE TO SE MOUNTED 50" TO 44" ABOVE THE FLOOR AND TO BE OPENABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, 2 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 PONDS FOR EXTERIOR r AND 5 POUNDS FOR INTERIOR DOORS. 2- 3303(1)2 5. ALL REQUIRED EXIT DOORWAYS, SHALL RAVE A MINIMUM 32' CLEAR OPENING WITH THE DOOR AT 40 TO THE CLOSED POSITION, UDC, SECT. 3304(e) 4. MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2'. MAXIMUM VERTICAL CHANGE AT EDGE 1S i /4" WITH A MAX. BEVEL Of= 45. 5. ONE WHEELCHAIR SEATING SPACE FOR EACH 20 SEATS MALL 113E PROVIDE WITH A MINIMUM OF ONE SPACE. 6. PROVIDE A 12" EQUILATERAL TRIANGLE (VERTEX POINTING UP) ON DOOR TO MEALS FACILITIES AND A 12" DIA. CIRCLE ON DOOR r0 WOMENS FACILITIES, THESE SYMBOLS SHOULD BED Of CONTRASTING COLOR, I/4" THICK AND CENTERED ON THE DOOR 60' HIGH. WIDTH AND HEIGHT OF RF„GvIRED EXIT DOORWAYS TO•COMPLY WITH USG SECT. 3304(&) 8. EXITS SHALL BE ILLUMINATED AT ANY TIME THE I3UtLOIP ' 15 OCGUPIE G WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT - CANDLE AT FLOOR LEVEL: BUILDING CODE SEGTIG N 33I3. (REFER TO SHEET E -3) q. PROVIDE F.XiT' SIGNS PER E )ILDING GODS, SEGTIOM 33I4(O. 4). (REFER TO SHEET E-3) 10. PROVIDE APPROVED EXITING ILl I/MI `EATION AN immiNATEp EXIT 516NS. (REFER TO SHEET E - 3), it F'. VIES APPROVED PA Mc HAR ARE O"1 EXIT DOORS, 12. INTERIOR FINISH S14'4I.1,BE PROVIDED AS POLLOWS: GLASS I - VERTICAL` ENCLOVJRM GLASS H - CORRIDORS, GLASS 111‘- R00145. aSi t�V 4 6 • P cl 04/28/42 1415 42203AI,DWG C,OMO. ROOF TILE CSOD METAL FLAB: -HI'•O ALUMINUM COPING ( } MOOD TRIM 0500-) DECORATIVE REVEAL (: LTWT. CONIC. 54� --- ROOF TILE TEXTURED STUCCO TRIM 0 ---- TEXTURED STUCCO FASCIA Cg 00D- -- - -.- TEXTURED STUCCO ( REVEAL 501 )-- FIN. FLOOR = +0' -0" PAINTED CONCRETE 508}- LEFT ELEVATION SCALE: I I4" = 1 ' - H BUILDING ADDRESS RE' 4 NIGH MINIMUM, INDIVIDUAL LETTER, ANODIZED ALUMINUM (VERIFY ADDRESS, HEIGHT 4 LOCATION 141 F=IRE DEPT) 0057 REVEAL ( TYP. OF 5 ) 0503 ) ALUMINUM PANEL -- C505� REPEAL ( 503) ALUMINUM PANEL 504J LINT. GONG. ROOF TILE -0550 ) ALUMINUM PANEL + IW -2" -) T CEMENT PLASTER ASC + q' -6" + 0 ',, 0 ,: ALUMINUM FRAMES (506 -- C- 500D ( 501) ) —__4_ __ FIN. "LOOR -0565 ALUMINUM COPING . ALUMINUM PANEL {_,502 ) METAL ROOF TILE FLASHING NOTE: ALL TEXTURED STUCCO TO BE MACHINE APPLIED (F PRAY ED ) FINISH. PAINT FULLER O'BRIEN 'BRIGHT RED RM -•26 (RED) PAINT FULLER O'BRIEN 'RAIN CLOUD' H -12/ (GRAY) H'.ai< rr�,�r4�fi!i�r is s�r�'.., rrT '`.,1� ?:dra��t'�'�irh'`f�s •e'+�.Cs!�isk�c e 13050 0 td THS:NCH CEMENT PLASTER T' '.. 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METAL GUTTER ( 50Q TEXTURED CEMENT PLASTER FASCIA - - - - -- (5007 CEMENT PLASTER SOFFIT 500) GALV. METAL RAINLEADER FAINT FULLER O'BRIEN '1nH15PER 041-111E' H-I10 (WHIM) COMPOSITE AL,.UMINUM PANEL PEER' SPECIFICATIONS ALUCOBOND "SILVER METALLIC" • C ROOF TILE: LIFETIL.E "SUPER-SHAKE TILE" #505, CHARCOAL #265 ,P ALUMINUM GOPINF D FINISH TO MATCH ALUCOBOND "SILVER METALLIC" 0 ALUM. NINDOV FRAMES, MULLIONS d ACCESSORIES: ANODIZED FINISH "CLEAR °l7" HOLLON+ METAL DOORS 4 FRAMES: PAINT FULLER O'BRIEN RAIN CLOUD' H -121 (GRAY) BOTH SIDES PAINT CONCRETE - FULLER O'BRIEN WHISPER iNHITE'•, H--110 M ITE) z Lai V) 4470 OQ/I1/q2 155D d22O3A2.c' C" C4 0) 0 d 0 c LLJ E.=3 REMIT D 0 a, RICHARD 0. FREIHEIT STATE OF Val nV8 �.. �/ +. ! Y!' l' F c* l 1 ..' V �w, . i S. .-R <4 b i ! .i ! * Y r,� . 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I.) , 9Z GE iiZ ..' eZ ZE IE C)e 6t St a 9L GI VI et Et IL 0 L 6 i 9 C 3 I Ht 0 11 'MIMI It111011111111 SUSPENDED ACOUSTICAL CEILING TILE 7 DINING TYPICAL CROSS SECTION- n .....71..........., . . I f ._ !I II i. l■ 1 11 .---v----**, ....-- t 1 11 iI I; .:Pt..- - - —A It : I ; , TRUSS (NAPPED) 0 1 r d' .,,2 . A --- <-- \ \---- RECESSED LIGHT FIXTURE (TYP) \---- TRAcK M. LIGHT FIXTURE (TY ,- SK1JHT TRUSS (v4RAPPED) DINING .1.14.0.1•INSSOMMIS LAMINATED A.A$5 SKYLIGHT SUSPENDED ACOUSTICAL CEILING TILE --- TRACK MTD. LIGHT FIXT1M (TYP) RECESSED LIGHT FIXTURE (TYP.) - ; • ; •"'""" s' an .s. as. ss. — SIGN SIM. M. RECEIVED - CITY OPTIIKWILA OCT 5 1992 • a. 04/22/ 1044 12205A4.0116 Li U) [111= • . • . • . . . • • • • • . • . EXT. SOFf"1T LIGHT TYp. - SEE SHT. C5 LINE OF ROOF/ SOFFrr ABOVE AIR CURTAIN MAIN SWITCH BOARD EMPLOYEE STUCCO SOFFIT CONTROL JOINT (TYR) 2' CONTW S VENT PER SPECIFICATIONS FREEZER ROAGGEES DRY SHA 5EE STORAGE DM. 20/A6 I l 11�� 0 `ICE i ' I 1' -!' STOP DINING GALLEY /PREP. LINE OP HOOD MEN ----A 105 1 HR. FIRE RATED 4AFT AROUND DUCT - TYP. AT !^AEI# HOOD - 5E [?TL. ....a .ua as 3YY. y ° .o, Yv. •pC4:ba,. ,.. r ..... i3 A4 WOMEN 104 CURTAIN [ 1] 24" X 12" AIR f1 CURTAIN SUPPLY AIR GRILL BY 6.G. SEE A14 FOR CANOPY ;:r7.N .s' %h',i�' :>*'a'r' .. •+� r, , z ' � ii. <♦ 1 � �• !s f ri r .r �, 5'-6" 5' -4' 5' -4" _ I 5'-'4" _ 5' -4" , 3' -0" 5' -4" 5' -4" 3' -0' r•:' E G.W.B. WRAPPED TRUSSES SKYLIGHT ABOVE —LINE OF GUTTER ABOVE -------- LINE OF SOFFIT ABOVE ININNOMAIMIMAIMAIN IIIIII11III'1 f Ii�.f !1 {Iilf € I! III { III � I ' i { !II � III { IiI � III I I I I � 0 1 1 I 111 3 4 5 6.�._ _...�- ..__. 9 ( 10 11' MADE R4GERWJIV 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the !original document. 06 6Z se LZ 9Z SZ *7Z ' EZ Z7, LZ OZ 6L 8t LI 9t St t'L Et Zl IL 0L 6 0 L 9 S t, E Z t Ww 0 j i 111d1111 ! I i IIIIIIIIIIIIIIIIII! IIII11111IIIN11llllill! 111111il Il!1Illlilli(1H1111!!' !11141'! 111 11 1!! 1I! Ilil! 1!{' 111 11 !I11111t11,1U.1J!!II!!!111!Ilill !1Illli1 lll 1I 11111111{11111,1 d9 11111illil{111i li 1llllil! III !II!ill1111!!!i111 I II � ...: u I Il 1! 1 it {Illlillll {1111! > s ..4: aF 5�a.. • i t NOTES 1 ALL HEIGHTS SHOWN ARE FROM TOP OF CONCRETE SLAB. 5Et FINISH SCHEDULE SHEET AIO. 2. ALL AG DIFFUSERS ! GRILLES, LIGHT FIXTURE TRIMS, ETC. IN PUBLIC AREAS SHALL BE PAINTED TO MATCH ADJACENT CEILING FINISH. 3. REFER TO HOOD DRAWINGS (SS147. HI, H2 1 H3) FOR EXACT SIZE AND LOCATION OF EXHAUST HOODS AND EXHAUST DUCT SHAFTS, 4. LATERAL. FORGE BRACING FOR SUSPENDED ACOUSTIC TILE CEILING: PROVIDE (4) #12 GAUGE WIRES SECURED TO MAIN RAINER WITHIN 2° OF GROS6 RUNNER INTERSECTION AND SPLAYED 4 30 DEGREES FROM EACH OTHER AT ANGLE NOT TO EXCEED 45 DEC - KEES FROM PLANE OF' CEILING. THESE HORIZONTAL RESTRAINT POINTS %ALL BE PLACED I2' -O" O.C. IN BOTH DIRECTION WITH FIRST POINT WITHIN 4' -0' OF EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. SEE DETAIL 3 /A9, 5. PROVIDE (2) #12 GAUGE SUSPENSION WIRES FOR LIGHT FIXTURES IN ACOUSTIC TILE CEILING AREAS. 6. GENERAL CONTRACTOR SHALL PROVIDE SILVERED ALUMINUM T-GRID ON PERIMETER AND INSIDE DOMINO NEON LIGHT- TILE SYSTEM. LEGEND A 0 rol 2' -O" x 4' -0" FLUORESZENT FIXTURE WITH DIFFUSER PANEL 2' -O" x 4' -O" RECESSED PARABOLIC FIXTURE PROVIDED BY OWNER AND INSTALLED BY E.G. SEE SHEET Ali. b' x 4' -O" FLUORESCENT FIXTURE (RECESSED) PENDANT MOUNTED FIXTURE AT b'-6" A.F.F. PROVIDED BY OWNER AND INSTALLED BY EC. SEE 5HEcr AIR. TRACK MOUNTED FIXTURE (MOUNTED ABOVE TRUSS) TRACK MOUNTED FIXTURE (MOUNTED BELOW TRUSS) RECESSED WALL WASHER FIXTURE RECESSED DOWN LIGHT OUTDOOR SOFFIT LIGHT FIXTURE 8" x 8' SUPPLY AIR DIFFUSER 10' x 10" EXHAUST GRILLE 24" x 24" ;SUPPLY AIR DIFFUSER v41l4 FACE PLATE 24" x 24" RETURN AIR GRILLE GREASE EXHAUST DUCT IN I HR, RATA) SHAPT RECEIVED CITY Of:1 UKWIIA OCT 5 1992 0301 0\1V-D INS ja m 1N4470 04/2'/ �i2 1455 42:203A5D146 0 r",1C.:I LARD O. FREiHEFT STATE OF w 111 Z O 73 _ >-ar +y �.b'.Y .l+t._..! .S+✓v -'M r "Si 'l:.F'J.. ++K+f i..wG�i r1`vu. +,_. f a !! °r '+•`�fl'Mt'n,,,:'..yi+0 I 1 II r fn J EXT. SOFf"1T LIGHT TYp. - SEE SHT. C5 LINE OF ROOF/ SOFFrr ABOVE AIR CURTAIN MAIN SWITCH BOARD EMPLOYEE STUCCO SOFFIT CONTROL JOINT (TYR) 2' CONTW S VENT PER SPECIFICATIONS FREEZER ROAGGEES DRY SHA 5EE STORAGE DM. 20/A6 I l 11�� 0 `ICE i ' I 1' -!' STOP DINING GALLEY /PREP. LINE OP HOOD MEN ----A 105 1 HR. FIRE RATED 4AFT AROUND DUCT - TYP. AT !^AEI# HOOD - 5E [?TL. ....a .ua as 3YY. y ° .o, Yv. •pC4:ba,. ,.. r ..... i3 A4 WOMEN 104 CURTAIN [ 1] 24" X 12" AIR f1 CURTAIN SUPPLY AIR GRILL BY 6.G. SEE A14 FOR CANOPY ;:r7.N .s' %h',i�' :>*'a'r' .. •+� r, , z ' � ii. <♦ 1 � �• !s f ri r .r �, 5'-6" 5' -4' 5' -4" _ I 5'-'4" _ 5' -4" , 3' -0" 5' -4" 5' -4" 3' -0' r•:' E G.W.B. WRAPPED TRUSSES SKYLIGHT ABOVE —LINE OF GUTTER ABOVE -------- LINE OF SOFFIT ABOVE ININNOMAIMIMAIMAIN IIIIII11III'1 f Ii�.f !1 {Iilf € I! III { III � I ' i { !II � III { IiI � III I I I I � 0 1 1 I 111 3 4 5 6.�._ _...�- ..__. 9 ( 10 11' MADE R4GERWJIV 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the !original document. 06 6Z se LZ 9Z SZ *7Z ' EZ Z7, LZ OZ 6L 8t LI 9t St t'L Et Zl IL 0L 6 0 L 9 S t, E Z t Ww 0 j i 111d1111 ! I i IIIIIIIIIIIIIIIIII! IIII11111IIIN11llllill! 111111il Il!1Illlilli(1H1111!!' !11141'! 111 11 1!! 1I! Ilil! 1!{' 111 11 !I11111t11,1U.1J!!II!!!111!Ilill !1Illli1 lll 1I 11111111{11111,1 d9 11111illil{111i li 1llllil! III !II!ill1111!!!i111 I II � ...: u I Il 1! 1 it {Illlillll {1111! > s ..4: aF 5�a.. • i t NOTES 1 ALL HEIGHTS SHOWN ARE FROM TOP OF CONCRETE SLAB. 5Et FINISH SCHEDULE SHEET AIO. 2. ALL AG DIFFUSERS ! GRILLES, LIGHT FIXTURE TRIMS, ETC. IN PUBLIC AREAS SHALL BE PAINTED TO MATCH ADJACENT CEILING FINISH. 3. REFER TO HOOD DRAWINGS (SS147. HI, H2 1 H3) FOR EXACT SIZE AND LOCATION OF EXHAUST HOODS AND EXHAUST DUCT SHAFTS, 4. LATERAL. FORGE BRACING FOR SUSPENDED ACOUSTIC TILE CEILING: PROVIDE (4) #12 GAUGE WIRES SECURED TO MAIN RAINER WITHIN 2° OF GROS6 RUNNER INTERSECTION AND SPLAYED 4 30 DEGREES FROM EACH OTHER AT ANGLE NOT TO EXCEED 45 DEC - KEES FROM PLANE OF' CEILING. THESE HORIZONTAL RESTRAINT POINTS %ALL BE PLACED I2' -O" O.C. IN BOTH DIRECTION WITH FIRST POINT WITHIN 4' -0' OF EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. SEE DETAIL 3 /A9, 5. PROVIDE (2) #12 GAUGE SUSPENSION WIRES FOR LIGHT FIXTURES IN ACOUSTIC TILE CEILING AREAS. 6. GENERAL CONTRACTOR SHALL PROVIDE SILVERED ALUMINUM T-GRID ON PERIMETER AND INSIDE DOMINO NEON LIGHT- TILE SYSTEM. LEGEND A 0 rol 2' -O" x 4' -0" FLUORESZENT FIXTURE WITH DIFFUSER PANEL 2' -O" x 4' -O" RECESSED PARABOLIC FIXTURE PROVIDED BY OWNER AND INSTALLED BY E.G. SEE SHEET Ali. b' x 4' -O" FLUORESCENT FIXTURE (RECESSED) PENDANT MOUNTED FIXTURE AT b'-6" A.F.F. PROVIDED BY OWNER AND INSTALLED BY EC. SEE 5HEcr AIR. TRACK MOUNTED FIXTURE (MOUNTED ABOVE TRUSS) TRACK MOUNTED FIXTURE (MOUNTED BELOW TRUSS) RECESSED WALL WASHER FIXTURE RECESSED DOWN LIGHT OUTDOOR SOFFIT LIGHT FIXTURE 8" x 8' SUPPLY AIR DIFFUSER 10' x 10" EXHAUST GRILLE 24" x 24" ;SUPPLY AIR DIFFUSER v41l4 FACE PLATE 24" x 24" RETURN AIR GRILLE GREASE EXHAUST DUCT IN I HR, RATA) SHAPT RECEIVED CITY Of:1 UKWIIA OCT 5 1992 0301 0\1V-D INS ja m 1N4470 04/2'/ �i2 1455 42:203A5D146 0 r",1C.:I LARD O. FREiHEFT STATE OF w 111 Z O 73 _ >-ar +y �.b'.Y .l+t._..! .S+✓v -'M r "Si 'l:.F'J.. ++K+f i..wG�i r1`vu. +,_. f a !! °r '+•`�fl'Mt'n,,,:'..yi+0 r EXT. SOFf"1T LIGHT TYp. - SEE SHT. C5 LINE OF ROOF/ SOFFrr ABOVE AIR CURTAIN MAIN SWITCH BOARD EMPLOYEE STUCCO SOFFIT CONTROL JOINT (TYR) 2' CONTW S VENT PER SPECIFICATIONS FREEZER ROAGGEES DRY SHA 5EE STORAGE DM. 20/A6 I l 11�� 0 `ICE i ' I 1' -!' STOP DINING GALLEY /PREP. LINE OP HOOD MEN ----A 105 1 HR. FIRE RATED 4AFT AROUND DUCT - TYP. AT !^AEI# HOOD - 5E [?TL. ....a .ua as 3YY. y ° .o, Yv. •pC4:ba,. ,.. r ..... i3 A4 WOMEN 104 CURTAIN [ 1] 24" X 12" AIR f1 CURTAIN SUPPLY AIR GRILL BY 6.G. SEE A14 FOR CANOPY ;:r7.N .s' %h',i�' :>*'a'r' .. •+� r, , z ' � ii. <♦ 1 � �• !s f ri r .r �, 5'-6" 5' -4' 5' -4" _ I 5'-'4" _ 5' -4" , 3' -0" 5' -4" 5' -4" 3' -0' r•:' E G.W.B. WRAPPED TRUSSES SKYLIGHT ABOVE —LINE OF GUTTER ABOVE -------- LINE OF SOFFIT ABOVE ININNOMAIMIMAIMAIN IIIIII11III'1 f Ii�.f !1 {Iilf € I! III { III � I ' i { !II � III { IiI � III I I I I � 0 1 1 I 111 3 4 5 6.�._ _...�- ..__. 9 ( 10 11' MADE R4GERWJIV 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the !original document. 06 6Z se LZ 9Z SZ *7Z ' EZ Z7, LZ OZ 6L 8t LI 9t St t'L Et Zl IL 0L 6 0 L 9 S t, E Z t Ww 0 j i 111d1111 ! I i IIIIIIIIIIIIIIIIII! IIII11111IIIN11llllill! 111111il Il!1Illlilli(1H1111!!' !11141'! 111 11 1!! 1I! Ilil! 1!{' 111 11 !I11111t11,1U.1J!!II!!!111!Ilill !1Illli1 lll 1I 11111111{11111,1 d9 11111illil{111i li 1llllil! III !II!ill1111!!!i111 I II � ...: u I Il 1! 1 it {Illlillll {1111! > s ..4: aF 5�a.. • i t NOTES 1 ALL HEIGHTS SHOWN ARE FROM TOP OF CONCRETE SLAB. 5Et FINISH SCHEDULE SHEET AIO. 2. ALL AG DIFFUSERS ! GRILLES, LIGHT FIXTURE TRIMS, ETC. IN PUBLIC AREAS SHALL BE PAINTED TO MATCH ADJACENT CEILING FINISH. 3. REFER TO HOOD DRAWINGS (SS147. HI, H2 1 H3) FOR EXACT SIZE AND LOCATION OF EXHAUST HOODS AND EXHAUST DUCT SHAFTS, 4. LATERAL. FORGE BRACING FOR SUSPENDED ACOUSTIC TILE CEILING: PROVIDE (4) #12 GAUGE WIRES SECURED TO MAIN RAINER WITHIN 2° OF GROS6 RUNNER INTERSECTION AND SPLAYED 4 30 DEGREES FROM EACH OTHER AT ANGLE NOT TO EXCEED 45 DEC - KEES FROM PLANE OF' CEILING. THESE HORIZONTAL RESTRAINT POINTS %ALL BE PLACED I2' -O" O.C. IN BOTH DIRECTION WITH FIRST POINT WITHIN 4' -0' OF EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. SEE DETAIL 3 /A9, 5. PROVIDE (2) #12 GAUGE SUSPENSION WIRES FOR LIGHT FIXTURES IN ACOUSTIC TILE CEILING AREAS. 6. GENERAL CONTRACTOR SHALL PROVIDE SILVERED ALUMINUM T-GRID ON PERIMETER AND INSIDE DOMINO NEON LIGHT- TILE SYSTEM. LEGEND A 0 rol 2' -O" x 4' -0" FLUORESZENT FIXTURE WITH DIFFUSER PANEL 2' -O" x 4' -O" RECESSED PARABOLIC FIXTURE PROVIDED BY OWNER AND INSTALLED BY E.G. SEE SHEET Ali. b' x 4' -O" FLUORESCENT FIXTURE (RECESSED) PENDANT MOUNTED FIXTURE AT b'-6" A.F.F. PROVIDED BY OWNER AND INSTALLED BY EC. SEE 5HEcr AIR. TRACK MOUNTED FIXTURE (MOUNTED ABOVE TRUSS) TRACK MOUNTED FIXTURE (MOUNTED BELOW TRUSS) RECESSED WALL WASHER FIXTURE RECESSED DOWN LIGHT OUTDOOR SOFFIT LIGHT FIXTURE 8" x 8' SUPPLY AIR DIFFUSER 10' x 10" EXHAUST GRILLE 24" x 24" ;SUPPLY AIR DIFFUSER v41l4 FACE PLATE 24" x 24" RETURN AIR GRILLE GREASE EXHAUST DUCT IN I HR, RATA) SHAPT RECEIVED CITY Of:1 UKWIIA OCT 5 1992 0301 0\1V-D INS ja m 1N4470 04/2'/ �i2 1455 42:203A5D146 0 r",1C.:I LARD O. FREiHEFT STATE OF w 111 Z O 73 _ >-ar +y �.b'.Y .l+t._..! .S+✓v -'M r "Si 'l:.F'J.. ++K+f i..wG�i r1`vu. +,_. f a !! °r '+•`�fl'Mt'n,,,:'..yi+0 s ---- -- LT. WT. GONG. ROOF TI OVER 150 FLT 1/2' PLYWOOD -1" PERFORATED - - - EAVE :�LGK�uRE STRIP ON TOP OF FELT LEAF SCREEN +12' -2" '--- L=AVE FLASHING IX CANT. 2 X 4 CONT. WOOD WELDED MrfERCIT MECHANICAL -3 EQUIPMENT Nar/1'ml /pr.m1C'G /ab s_ atranybO6 PREFINISHED METAL CAP MANSARD TRUSS AT 24' O.G. 2c,bQaAT - -_-- Ib ° < bic T YP G 1^HI t (I . nit U AYE I .. ' X Ca. Yf'1JM BOARD Ibhr/fiA , ok1G.14).0 44tk( b1e 15* FELT OVER I/2" PLYWOOD 24 A. PAINTED i'4ETAL FLASH _ L.T. /NT. GONG. R/ OF TILE OVER 30u FELT 2 x 4 CANT. WOOD TRIM 3 x b MOD BLK'6. ROOFING PER SPECS OVER 1/2" PL. ' 00D -- 1/2" PLYWUOE: 3" MIN/12" MAX. • --- I REMOVABLE A/..GE53 I i ! PANEL ! J I -E- ---_ _'.__`.` -- 1 5" MNJI2" MAX, 7-- - 22 A. GALV. - - -- GUTTER W\ 1 /I6" )C 1" K.ORT STRAP a' -O° o.G. a CONT. LEAF SCREEN MANSARD TRUSS AT 24" A,C., "p n �- A. , e 1N �!�?� :r .t OA. Vruv, RA�I�I,.r�yGFi 5"0 7.4 OA, DRIP P,,ING WELDED TO RAINLEADER TRIM AT MANSARD FACE SOFFIT VENT IrUlu..U.LAl1If u ,n — EXHAUST DUET - TYP. - 2 - LAYERS 5/6" TYPE "X" GYP. BD. 2x4 AT 16 " 5/8 " TYPE "X" GYP. DROP IN CEILING , 16" 4O. ONE -HOUR RATED AGGE58 DOOR - TYP, FOP, (2) -• SEE SHT. M5 RIBBON STRIP rr _W 2` -2' MIN. SQ. 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FREIHEIT STATE OFL A il pll _I I --- 3" MIN. 12" MAX. i~ CANT STRIP $ FLASHING ROOFING PER SPECIFICATIONS - RIG,ID INSULATION PER SPECIFICATIONS 4x6 BEAM EXHAUST DUCT • 2 - LAYERS TYPE; "X" 5!8" GYP. BO. - TAPE a STAGGER .JOINTS I LAYER TYPE "X" 5/8° GYPSUM BOARD ROOFING PER SPECIFICATION RIGID INSULATION PER SPECIFICATIONS 4 1/4 THK. STL, ANSLC STRAP 11/ 1/2" M,B. AT EA. LADDER SIDE RAIL /uer /PrnVJ _ — 2 x 4 STUDS AT Ib" O.G. 2x5 SOLID BLKG ti r.mk TG /c1b.3_dt19/1 .605 !1 • — 5/8" PLYHD. AT WAIL -- ! _� 3/8" x 2 Ii2" x 2 1/2" STL. FLR. ANGLE W/ I/2" DIA, x 2 1/2" BOLT INTO LEAD PLUG AT FLR AND 1/2" M.B. AT LADDER SIDE RAIL / ----I" DIA. STL. DOWEL. RING _ 3 /ib` TYP. I : I/4" ---• -- F.R.P. 41) fr�sr/imVprJnk'iG/db3_dt i�b10 LADDER DETAIL 0 ot 5 GLR. 2 I/2` x 3/8' LADDER 5ID>r RAIL 3/8" x 2 UV x 2 I /2" STL.. - FLR ANGLE W/ 5/8° DIA. x 4' BOLL" IMYO LEAD PLUG AT FLR AND 5/8" M.B. AT LADDER SIDE RAIL - F,Rp. OVER 5/6" PLYWD -2 x 8 SOLID BLOCKING \--- -- 2 x 4 SCUDS AT lb' O.G. 5/8" x 4" LAO BOLT AT EACH ANGLE STRAP CANT STRIP \V/ 0 DBL. JOIST ---- I" DIA. STL DOi'EL RTJO 'TOP OP FINISH FLOOR - 1/4' THK. STL. ANGLE STRAP VI/ 5/6" MB. AT EA. LADDER SIDE RAIL 2 1/2" x 3f @' LADDER SIDE RAIL SLOTTED HOLE 5/8" x 3" LAO BOLT AT EACH ANGLE STRAP INSTALL OVER F.R.P. - -LINE OF QUARRY TILE FLOORING BILGO TYPE -5 GALA/. BONDED 2'47' x 3'-O" ROOF AGCE5�a HATCH W LOCKING DEVICE 2 x 4 STUDS AT I6" O.G. RECEIVED IVED CITY ()G IKVNIIA ROOF MISS BEYOND SUSPENDED CEILING AT +8'-O' PAINTED STEEL LADDER - GR1t r) ALL EDGES 5ML�Oh 1 O /42 1345 4 12203A&.01 z I [L:11] f3 o � z D �r- Nit Opt tD La z 0 4470 i £�ICr • �-- N I d ra Ca t 4 ..Ir;444^74/4 04?:., {, YiV^vr:r_ 7i';', ;∎', ,�,c�a:�i ar'JS'.4 :3i&rn. 7,w .;cv ..r °rr+ls' :94 1..411... ••.. 5/8" PL "WD. SHEAR HALL SEE FINISH •-- ---- -> SCHEE,. 6x6 POST -- I I H -.-- BATT. IN Aree/PmVpr.mkl0/4,3_dtts /49.102 INT. FINISH SEALANT ALUM. STOREFRONT 3/8" PLYWOOD •- EXTERcIOR FINISH - SEALANT - -- -- /wtrRmv'pr:e b.5_dt(6/19.101 JAMB AT DRIVE -THRU EXTENSION SEALANT- I/2" PLYWD. 6 X 6 POST ALUM. BRAKE METAL COLUMN GQVER Amr/Fml /prolc1G /db.3_dtla /V10 S 6 CORNER POST AT DRIVE -THRU Al EXTENSION ArorRmVrVrtaKfG /db.8_dtlally.11I HEAD AND JAMS AT INTERIOR WALL '•_��f?'v?rfg�.� cam, - -i - t-- INSULATED C ( - --- SHIM SPACE I r SEALANT -- STOREFRONT TO ALIGN iN/ INTERIOR FINISH OVER 5 /e," GYPBD. (E3ELOIN) STOREFRONT OF SILL FLASHING BELOW 6x6 POST -- INSULATED GLASS JAMB AT SOLID CORE DOOR DOUBLE STUD AT JAMB BATT INSULATION INTERIOR JAMB AT DRIVE -THRU EXTENSION SEALANT --) SILL AT DRIVE -THRU WINDOW A:sr/Prnt/prmk1Cd b3_dtls /113-112 i '--O" ,; ; HEAD AT HOLLOW METAL DOOR JAMB AT HOLLOW METAL DOOR �-- H.M. DOOR ( —H.M. FRAME --H.M. POOR EXTERIOR -- - -- E3REAK METAL- FLASHING SLOPE TO EXTERIOR BREAK METAL - -- CAULK (TYP.) I" PLYWD. CONT. AT PLATE 2 -2x6 PLATE STUCCO bx HEADER H.M. FRAME INT. FINISH PER SCHEDULE A -I0 — INT. FINISH PER SCHEDULE A -10 STUCCO --•-3 PLYWOOD BEAM -__ PER PLAN 'COLUMN COVER (BEYOND) 5.5. COUNTERTOP — SUPPLIED BY OWNER OVER V THK. PLYWG. SUPPLIED BY 'CONTR. (INSTALLED BY G.G.) • EXTERIOR /uerRmV2rmk1C ek>3._dtle/1903 HEAD AT DRIVE -THRU WINDOW EXTERIOR COLUMN - COVE R (BEYOND) Mee/fm AM: ?G /db9_dtls/ HEAD AND SILL AT PASS -THRU WINDOW EXTERIOR Arar/PmVpr sokiG /da9_dt ls/ty:7 t.9 SILL AT DRIVE -THRU WINDOW INTERMEDIATE MULLION AT ALUMINUM ENTRY DOOR : °'. F 'p' ':f!�4:r�1..' -� � ... f :*/ 2 L t f 8 ^.l K . .. .tS•i'3.....•. 1__111. /,_- ...�1__. y .�'+ SPACE — INSULATED GLASS INTERIOR INTERIOR INSULATED CLASS 5LIDlN5 SECTION i — ___f____- -- _ FIXED SECTION (BEYOND) STAINLESS STEEL COUNTERTOP. SEE 2 -2x6 PLATE NARROW STILE ALUM. DOOR E -- INT. FINISH PER SCHEDULE A -10 LL-: lL 2x6 STUDS AT !6 "o /G MATT INSULATION Kj E 5/8" PLYWOOD INTERIOR y I I I I I I I I I I L I I I i I I I I I I i i i i t t l I � I . 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FRAME BEYOND BOTTOM RAIL WEATHERSTRIP 0 9 , E 3 l WW () IIIIIIUI�IIIIII lliilill 1IIIIIIIIII�IIII�IIIIIIIIII 4 1/2" ��`' SEALANT OAK SILL BELOW MTL. CORNER BEAD (Th'P) INT. FINISH PER — SCHEDULE A -10 /useRmVpeffe.1C 41,0_dtle /19-115 t' h[' CARPET PER 5GI40: s" :o . I t-0" SEALANT (TYP,) C, , , 4: 'Vt 14 0 R5iATE IC ir1RD G. FAEifDIEITON rk. i " ' �'t 1 r m ti ��ts a .: i <t� ' "c .X J rn ,r , • r ..aar � ».n or x ' w v;aG.;v,. .,•.. s+� � . �?1` °. ' . n !+r . �tss. . «R. 1?:t.".rv sr ^ ••tirnw ... aoer ;}s!.� -KnY- . ,. :.MS.., rur+ ... .-.-ter .:. 5: .:.... ............ ...............,... 1111... _.., ...........- 1111.. s.. i ,......._... <.._... rr ..ir.�.�. u....m�....� .�G.c.r......r...s..- ...sa -. SEALANT INT. FINISH PER SCHEDULE A-10 SHIM SPACE --- -•- 4 1/2" x 2" ALUM. STOREFRONT I" INSUL. CLASS Mic /tml/prmklG /db.3_4tls/Iy,10'S _• HEAD AT ALUMINUM STOREFRONT I" INSUL. GLASS I x OAK TRIM SEE FINISH SCHD. A -10 1 x 2 OAK TRIM - - --> SEE FIN. SCHD. A -10 •' INTERIOR FINISH -- -- ---- -) PER SCHD. A -10 Arsr RmV pr mt'.1G/d b.$ _d t is /l 11C SILL AT ALUMINUM STOREFRONT 4 1/2" .. SEALANT 4 4 1/2" STUCCO -- Ne>" PLYWD. SUB SILL FLASHING SEALANT (TYP) z 004/26/12 1514 42201A1D140 n.:.. a..w..s '< /03r /tr4)1/pro4:'1G /40,I __4;!5/1 , aft I/2" DIA. MACHINE 501-TS 2 "x 2" x 3/8" THK. STEEL ANGLE 5/8" DI A. x 4" THREADED ROD SET IN EPDXY ANGLE AT LOW WALL - ?: Y"-" yGw¢ f "� i�:"G'Y'+- �ce,se:r.�r,r�;r rrcrxv�r•r %u, NfTE FRAMING CONTRACTOR TO :LOCATE ANC) DRILL HOLES FOR THREADED ROD -SEE SHT. SI FOR LOCATIONS. F.R.P. OVER 5/8" WATER RESISTANT GYP. BD. (4 WONDERSOARD BELOW) /R'r.+ an, ! .41:4 *At `.1 --- WONDER BOARD UP TO 4' HT. ON 5 WALLS OF MOP SINK (TYP) FUR -OUT AS REM . TO ALIGN V4/ 'OUTSIDE FACE OF EIYPf3D. SEALANT QUARRY TILE "F'OR -ROCK" ANCHORING CEMENT IN GORE- DRILLED HOLE 4" NOM. CONC. SLAB /ue•: tmi /pr _24itia 1 hd e.o 2 INTERIOR WALL AT CEILING JOIST fig! r -- 2 x 6 BLOCKINev 2 x b CL6. JOISTS AT 24" 0.0. . / GLG. JOISTS TO RUN P.A ALLE''... TO REc;r s ' L1c3HT FIXTURES sa ' +i::!tl1iiI 'u+�.. ;� r: n,.. N <' ..,':Yf': 1'- l+ Yt ' ' n 1 1/2 11 1 ' -0 " 0 Ili THS INCH 2 /vsritml/pr/r.i IG /ars I _2c1c ly.803 CEILING JOIST AT WALL /r,r/FmL cr .mk1G; cro.3 „ 2c t ly /iy.$C8 CEILING CLOSURE AT WIB /usrltr+) /- ni!C'G /Cr'a5 _de Is /7 $13 BASE AT WALK -IN COOLER J UST' /1m )1 r t. Id 47,5._GI4ts/I b!t°/ SAFE DETAILS - 2x6 LE.:06ER U26 JOIST HANGER I --- 2x6 CEILING JOISTS AT I6 "o /6 --- 2x BLOCKING — INTERIOR FINISH / PLAN 4 SCHEDULE ----- 2x SW5 AT lb v/c SUSPENDED CEILINI _ METAL FACED INSULATED HALL PANELS AT WALK -IN COOLER 8 FREEZER 15 -LNOSE QUARRY TILE COVED BASE _ THIN -SET QUARRY TILE FINISH PLOOR imumusilimig �r ": �-�C ➢A;•fa". -,c f..§rs,'c _ ' .,.,. :: ...,. r.s,',. •.: ----SHOP WELDED ANGLE H SIDE c I I I I 5/8" DIA.x6" LONG I `1 BOLT EMBEDE© IN CONC. BY 6.C. 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COMPO ROOFINO OVER PLYWOOD -------- COMBO ROOF DRAIN 4 OVERFLOW �.4b "x52" PAN SEE SHT, P -I VERT. STUCCO CONTROL JOINT ROOF DRAIN AND OVERFLOW --^ w INT. FINISH PER &HCQULE A -10 INTERIOR t' PiAV,.R WATER GLUT ) 1 1/2" 2" OVERFLOW (BEYOND) ROUTED THRU SOFFIT SEE CiTL. 4 /A& SIMILAR 2X6 IN/ -- 5I MPSON HO R. EA. END 2X4 FRAME — .tiY /tmi /pr Jr 1C ct^3 ...�: la/iy9O5 ROOF DRAIN AND OVERFLOW EXT. STUCCO PER --- SPECS 3/8" PLYWOOD SHEATHING VERTICAL STUCCO -- SCREED Aar /fmUpr , 7161cc, 5_ 2dtts /ty 610 L RIOIc' ROOF -- INSULATION PER ACS. 2 X6 i 5I MPSON HOR. EA. END — 2X4 FP.A E DOHNSPOUT ROUTED THRU V ALL SEE D �'L. I4 /A8 OVERPLOW �-- - ---- INT. FINISH PER SCHEDULE A -I 2x 6STUD5AT 16" O.C. ROUTED Ti•4RU SOFFIT SEE DTL: 4/A8 . 1 1/2" = I1, -01: 2 x 4 VERTICAL AT SCREED Cl/2.2/142 I505 42205A6.D146 u: 03 z C3 05 0 d 1.1.1 3 4470 ;1rn�r -,�• f . .Il�j�f' Ef! LINE of' EQUIPMENT SEE SHT, 54 Rii51D ROOF' INSULATION PER SPECS /uerRvnt/prm151Cde b.3_dtisloy.401 i 6 3/4" f- — 3/8' DIA. . 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"' f '-I'I` I' FII II' I �� I I t;II.I,`.I.I Y r I . f r 1111111 2 ;' 3 4 5 6 I 7 I NOTE: -- 11 - 1 he tnicrofiiraeii d=.rcutaent is less dear thatr this notice, it io due to the quality of the original document. to 0Z est St t.t 9t GI VI et Zi a O 6 I I1i1t(1� 1 Iililljl!11141. tit( IIIII ,111.1 !tri ll; i�iill! 11��111111111�I11111�1 `l111i1111 . 1 /usr /!'m 1 /prmKJG /db 3_.2dt la/1y 5/8" GYP. END. DRAFT STOP F.R.P. OVER 5/6" 6YPBD. MN 2 ,< 51W ALL WALL MOUNTED NEON LOGO SUSPENDED CEILING Ars*AmilprmkYG /r6i3 242tb/tj.404 HEADER WALL ABOVE FRONT SERVICE COUNTER Anu^AmVpr.rilKM /dn.l„_dtls /ty w14 PLYWOOD DRAFT STOP EDGE NAIL PI/ 10e5 2 x STUD Y TALL NAIL 3/4 PLYYviD. ROOF SHEATHING TO TOP PLATE IN/10d!'5 AT 12" O.G. — ROOF TRUSS PER PLAN 1IliI.II11111iII11I111111I1 111111111il11Iiiii111I11 9 10 11 MADE W DERMANY 12 NOON LOGO W/ PRE - PAINTED ALUM. TRANS. I.OUS:NO PROVIDED BY OWNER (INSTALLED BY E.G.) STEP -UP TRANSFORMER — 2 x 4 BLOCKING TOP AND BOTTOM 1 1/2" = I + 9' -O" A.F.F. � _ —_ WALLGOVERING OVER 5/8" 5YPB0. PUBLIC- DINING �- I "x2' OAK TRIM OR P.L. OVER ND. A.F.F. 11/2" I' -O" 2 x' 6 CONT. DEL. TOP PLATE 5 „ = 1 ,,. 0 „ 4 " 0 1 R rt"'{ BRED CT at RICHARD 0. FREIHEIT STATE 9 W IllIVON VIEBJOIST ROOF — TRUSS SUSPENDED CEILING - • --- -- PENDANT LAMP - SEE ----- SHT. All Arse/Mt/pi. AkICidb.5._2(itisfi9 402 . ..11M... HANGER BY G.C. -- 2x SUPPORT * + q' -O" A.P.F --d J. 6'_6" A.F.F. WALL ANGLE (Cola) WALL FINISH SURFACE ----- #12 GA. WIRE HANGERS' AT 4. -O" O.G. A.GOLISTIG TILL GROSS RUNNER NOTE: I. t;)*UPPORTIN5 AIRES TO BE #12 GA. AT 4'-O" O.G. CONNECTED TO OTTOM CHORD OF TRUSS W/ (I) 1/4" 3-EYE SCREI^LS. EMBED MIN. I" Ivor /f reap r,nKiG /dk+.8dt /Iy a03 INSTALL COMPRESSION STRUT AT 12' E.A. DIRECTION OR EVERY 144 5f. of CLE... AREA PER U.S.G. G' ?S. 41-18 • -1111111111 miumIIIII■ 311111111111 .. Mug MAX. MAIN RUNNER I 2. 4 NO. 12 WIRES SPLAYED iN FOUR DIRECTIONS ROI APART • CONNECTED TO RUNNERS 4 STRUG1WL (JOISTS) ABOVE. PLACE LAT. SUPPORT a 12" C.G. IN EACH DIRECTION. - LAT, SORT SEE 3 f usn?mVprmk /afeo.3•.2dtls,14.910 i PLAN VIEW WINGWALL ENDCAP DETAIL V4ALLGOVCRING OVER 5/8" GYPDD. 1" x13" OAK` TRIM OR P.L. OVER W.D. co z a Cti1 tN U at ILI LI MA] 7 '4C (!3 z 5 Io O /22ft2 1542 c12 203.A1121049 a G r:).4 a f; r DRY STORAGE OFFICE AREA KITCHEN AREA SERVICE AREA DRIVE -THRi1 WALK -IN COOLER MA'I'L CARPET Q.T. Q.T. A.O.T. GJALLEY / PCP A.Q.T. A.Q.T. A.Q.T. A O.T. A.Q.T. A.Q.T. A.O.T. BASE UlAT'L. c :D (!05 c — D ON 6.8. G.T. O CAD FACT. A.G.T. A.G.T. A.G.T. LAY-IN LAY -IN LAY-1N 108 CID (7 5 x110 A.Q.T. WALLS CEILING F.R.P, ON (J 3 47 ) ( 105 ) METAL LAY -IN TILE PLASTIC LAMINATE 3'-O' X T -0" 3I-o X1 4'-0" x la -0" 31 -0" X 6'4' 3' -0" X 3' -0" X 4'-8" 2' -O" x 4' - 8' 3' -0" X 6' -8" 2' -5" x 6' -8" 3/4" 13/4" 13 /4" 1 3/4" 1 3/4" i 3/4" 1 3/4" P.L_ S.G. P.L G. Wt?. me -rim PRE -FiN A cJ' STEEL HM, INSULATED PRE -FIN PRE -FIN 5F1T. A -2 12 OAK FINISH SEE SHEET A -Il (USE CHECKED I3OX ONLY) f 'NATURAL OAK" #346 -58 (MATE NEVAMAR 'ROSE RENAISSANCE ru" #w- t-021T (TEXTURED) 41LSONART, `MOCHA GLACE" #4141 -6 (TEXTURED) ILSOWARt. "GREY i5LACE" #4142 -6 (TEXTURED) FORMICA #501-56 "FOLKSTON GRAE (MATTE) SEE SHEET A -12 (USE CHECKED BOX ONLY) CLEAR URETEANE (SCE SPECIFICATIONS) 5HERH1N HILLIAMS5HERIN0012 WIPING STAIN Sb4'rIXA-1 -21T TO '4ATGH PLASTIC NB/AMAR LAMINATE W •I -02'1T *ROSE RENAISSANCE" W/ 2 COATS CLEAR POLYURETHANE, SATIN FINSIH SET No. LOGKSET GLOSE:R LATt H GUARD KICK PLATE DOOR BOTTOM IA EATHER STRIPFINC-7' H/2 PAIR DESCRIPTION SET NO. PA,R I PAIR SET NO. SINGLE CYLINDER DEADBOLT KICK PLATE RIM CYLINDER CYL. GUARD THRESHOLD PANIC BAR SIGN CLOSER CLOSER * i #x{52 IOB (26D FINISH) x ADAMS RITE #MG 4043 RG -121 (26D FiNISH) • ADAMS RITE #6802 -36 (260 FINISH) * ADAMS RITE #5 (260 FINISH) KAl"INEER STYLE "T" #40 (CLEAR #il) 1 /2" X 4" ALUMINUM (CLEAR MILL FINISH) NORTON 1605 SURFACE CLOSURE WITHOUT BACK CHECK OR HOLD OPEN (260 FINISH) NORTON I605 %WAGE CLOSURE (26D FINISH) ITEM QTY CLOSER KiCK PLATE DBL. CYLINDER DEAD BOLT CLOSER LATCH STRIKE PRIVACY DEAD BOLT WALL DUMPER DESCRIPTION STANLEY #rBB -'11q, 4 I /2 "x4 112" U5 2612 LGN *4114 M, 260 QUALITY #48 US 260 i FALCON X1311 260 GtUALITY 432--ES, 260 STANLEY #FBB -I14, 4 I /2 "x4 I/2" U5 260 QUALITY #40, 3 "x1 260 QUALITY 04510, 3 "x12', 260 LCN #4114H, 260 QUALITY #48, 260, 10" HIGH FALCON LS-I01, 260 $ ASA , FALCON 0861, D2b BUTTS LATCH -SET STRIKE BUTTS NO. FI'PIlSH -) . CERAMIC :*CALL TILE FlEID TILE: OROUT: M,CENT TILE: ABRASIVE QUARRY TILE FLR. MATL. DAL TILE: (USE CHECKED BOX ONLY) SEC SHT. A -II METROTILE #310 "MAYFLOWER RED ", 6' x 6" x V2" UNGLAZED GROUT: AMERICAN OLEAN SANDED 6ROUT "AO RUSSET" METROTILE #5a 1''PURITAN GRAY ", b" x 6" x I/2" UNG-LAZED L- GROUT: CUSTOM BLDO. PROD'uY.TS F'OLYBLENL7 STANDARD SERIES #43 RUA i , (SEE NOTE #I) DAL TILE: IRONROCK 1r3IX "COMMERCIAL RED', b" X 6" X V2 ", UNGLAZED GROUT: AMERICAN OLEAN SANDED GROUT "AO.RJ SET" DAL TILE: IRONROGK #51X "STONE GRAY ", 6" X 6" X i /2 ", UNGLAZED GROUT: CUSTOM BLDG. PRODUCTS POt..'re ND STANDARD SERIES #43 "SLATE SEC I4E TE #1 PUBLIC RESTROOM AREAS (USE CHECKED BOX ONLY) SEE SHEET A -I2 DAL TILE: SEMI—GLOSS 6ROY I 0 -135 "ALMOND`, 4 i /4" X.4 1/4" CUSTE M BLDG. PRODUCTS POL.YBLEND IMPRESSIONS #365 "041VAS" (;WGHECKEI"3 BOX ONLY) - BLUE SGI4EMME: DAL TiLE -- DAL- I-IYLITES DH -fit "DENIM" 4 1/4" X 4 I /4 ", GLAZED FINISH ri MOCHA BLUSH SCHEME: DAL TILE- LET KOI-LER COLOR COORDINATES K -166 "WILD ROSE', 4 I /4' X 4 t14 ", 61 -AZED FINISH ri DECO ;SCHEME: DAL TILE - DAL- HYIJTES Df4-51 !GRAPE' a KOHLER COLOR COORDINATES K-I11 "BLACK" 4 1/4' X 4 1 /4 ", °LAZF,.D (SEE NOTE #1) FLOOR DESCRIPTION =DAL TILE: METROPOLITAN CERAMICS TILE TRIM COVED BASE 6' H X 6" L COLOR TO i% FLOOR TILE (SEE NOTE #I) MAUVE SCHEME_ DAL TILE- DAL- HYLITES DH -51 "GRAPE" 4 1/4" X 4 1/4 "; GLAZED FINISH TEAL SCHEME: DAL TILE- KOHLER COLOR COORDINATES K -162 TEAL" 4 V4" X 4 I /4 ", 6L.AZED FINISH L- I C .,CN t1 . QAL TILE. KOHLER COLOR COORDINATES K -162 TEAL" 4 1/4" X 4 V4 ", GLAZE12 FINISH DINING '4 PUBLIC AREAS (USE CHECKED BOX ONLY) SEE . . i A -I1 BLUE SCHEME: DAL TILE, DAL- HYLITt 5 0H-65 ° IDENIM" 4 I /4' x 4 1/4 ", GLAZED FIN: MOCHA BLUSH SCHEME: DAL TILE ACCENT: 2- ROM OF KOHLER fOLOR COORDINATES K -186 "I^lILDROSE' 4 I /4" x 4 1/4 ", GLAZED FiN. FIELD: KOLl R COLOR COORDINATES K -126 "COUN'T'RY GRAY" 4 1/4" x 4 1/4', C3LAZEO FIN. MAUVE SCHEME: DAL TILE ACCENT: 2 -ROH5 OF DAL- HYLITES DH-51 "GRAPE' 4 1/4" x 4 I /4', Fii.AZED FIN FIELD: DAL.H'l1 47 S DH -6 "DENIM" 4 1/4" x 4 1/4 ", 5L..AZED FIN. J TEAL SGI iEME: -DAL. TiLE ACCENT: 2 -RONS OF KOHLER COLOR COORDiNATES K -162 "TEAL" 4 1/4" x 4 I/4", GI,AZED FIN. FIELD: KOHLER DOLOR COORDINATES K -166 "WII.DROSEE 4 1/4` x 4 1/4', GLAZED r . ART DEGO: DAL TILE ACCENT': 2 -ROW5 KO'TILER COLOR GOORDINAT K -'111 "BLACK" 4 1/4' x 4 1/4" GLAZED FIN. # DAL. SEMi- a.O..6 0 -100 "DAL—WHITE" 41/4" x 4 I/4" Fl LD: DAL.- HYLITES OH -51 "GRAPE' 41/4" x 4 1/4 ", BLAZE FIN. CORAL 1 GREEN: AL /1LE ACCENT: 2 -ROP S OF KOHLER DOLOR COORDINATES K-162 "TEAL" 4 1/4" x 4 I /4 ", G-LAZB0 P FIELD: KOFILZR COLOR GCORDINATI 55 K -188 "WILE/ROSE" 4 114" x 4 1/4" GLAZED FIN. (Rtx1T: CUSTOM BLOC,. PRODUCTS POLYBLIN IMPRESSION 'SEURANT 5, #355 rooO'4AKER HAS C`STABBLI D NATION'A1.< ACCOUNT PRGIN6: DAL TILE. IN ORDER FOR THE CONTRACTOR. TO TAKE ADVANTAGE OP 11.1113 C IAL. PRICiNG THEY MUST INFORM DAL' TILL i• MAT' THE MATERIALS WILL BE USED IN A JAcK IN THE PLAY, r, r..STAI, 'eM I ; HEN t ' PLACE THEIR' ORDER. IN THE EVENT THAT' TIC MARLITE BRAND F.R.P. 13 NOT AVAILABLE: LAS OSOARD GLA$ III "125 CORAL" OR "647 SILVER" GLASS G, 4' x 4' SHE MAY BE ViDSITUTED IN THEIR PLATE. INTERIOR COLOR & MATERIALS SCHEDULE PROVIDE ABRASIVE TILE AT AISLES ONLY 1 SMOOTH TILE UNDER EQUIPMENT NO. FINISH co PAINT C PAINT F.R.P. P.RP. PROVIDE ABRASIVE TILE AT AISLES ONLY / SMOOTH TILE UNDER EQUIPMENT PROVIDE ABRASIVE TILE AT AISLES ONLY / SMOOTH TILE UNDER EQUIPMENT PROVIDE W.G.B. ON OUTSIDE NAIL BEHIND COOLER PROVIDE ABRASIVE TILE AT AISLES ONLY / SMOOTH! TiLE UNDER EQUIPMENT THIN SET QUARRY TILE OVER GONG. FLR. IN i"RZR., PROVIDE N.6.13. ON OTHER • SiDE OF WALL BEHIND COOLER - PROVIDE. ABRASIVE TILE AT AISLES / SMOOTH TILE UNDER EQUIPMENT. DESCRIPTION MARLITE CLASS G F.R.P. "CORAL" P -I41 FR 4' x 4' SHEETS. (SEE NOTE *2) MARLiTE CLASS G F.R.P. "SILVER" P -14I FR 4' x SHEETS. (SEE NOTE *2) MARLITE GLASS' G SYMMETRIX 'CORAL" 4' x 4' SEE SHEET A-11/K-5 FOR LOCATION. (SEE NOTE 11 3) MARLITE CLASS G SYNMETRIX "SILVER" 4" x 4" SEE SHEET A- II /K -5 GOR LOCATION. (SEE NOTE 11 3) ARMSTRrONG - TRAVERTONE "SANcJ::RRA DESi6N" #513A TEGULAR EDGE, NON -GOMf USTieLE,' FLAME SPREAD 25 GAPAUL CORP. - "VINYLROGK ", GYPSUM LAY -IN CEILING MTH EMBOSSED MITE VINYL SURFACE, FLAME SPREAD 0 -25 $ (24 "x48') SEE SHEET A- 1I -.(1 CHECKED BOX ONLY) FULLER O'BRIEN, LATEX ENAMEL 'MUTED TAN" 0 - 64 1:::1 FALLER O'BRIEN, LATEX ENAMEL "TABBY STONE" 6-40 BILLER O'BRIEN, LATEX ENAMEL "WISTERIA" C -15 SEC SHEET A -lt FULLER O'BRIEN LATEX ENAMEL, GLOSSY H -I35 "ULTRA BLACK" rl FULLER O'BRIEN LATEX ENAMEL., FLOSSY H -86 CRAY" RAY" . USE CUSTOM BIDS. PROD, "PQLYE3L .NP° CERAMIC TILE SEAEANT, FOR CRO',/r LINE BETWEEN SYMMETRIX PRP N L -ICJ OP DIVISION BAR MOULDING. y ". #- J ,t.`.s„ n.%• J!r' �" JJ {r f. urn � .,(' ;t 11'- "`S''f1 r .� �.. :. :zr�..7! ,'}r! ° � �, re..:: w. f�i���r '� ,.,s'.s•....�, -. ��' Ss. Y�i' �. �.-. �iaY.. �' n' t..+.• t' �: s.. e.. �.` �'. w. �. � `n:.i��i:�•.C ''...e"t�+J,�•...t wiry T` /y I,:Shus +-. Lr„t.. �.. .. -. ... .. ... Y*yC .!/,.. w�rF.xi- Jr�%2LG'� -1 ��S✓ iw.Y.M 4✓�v 1 0 10 TH$ INCH 1 2 , 3 ' oc 6'L 8C !,Z 9Z SZ hG I £Z 11111 11111111ll1111l1ili1illl `IVIII111 111111111 �IIIiIIIIIl1i1111�1 : 1111 ▪ FALCON LM 1 $2630 EN 260 HANDED STANLEY F66 -11q, 4 1/2" X 4 1/2" FULL MORTISE, NRP PRIME COAT 1.CN 4116 4•1 ALUMIiVJM (CLEAR MILL FiNISH) IVES #452 -5" B -26D (260 FINISH) 12 GA. BUMPER STEEL, ZING COATED (260 FINISH) QUALITY #46 260, 10'HI6H (260 FINISH) ZERO INT'L #52 #6 X 1/2" SMS • ! r,,,, z ,,, '� !'•J t°! "r 1r,..' �e ., 1i ;.` ..jar 1ir 'r� i ..:i iiI iijtll1., �`. 91 1 i ii 1 i � iil _�.. (' i, ,r} j 4 WIT: the microfilmed � 7 � of�il -med do � _ , ' : .a.,: �. ear than . .: . document is less cl this notice, it is due to the quality of the original document. LZ op 61 Bl LA 91 GI +1I EI ZL IL OL 9 i11!h 1! 111i1111i11i11i1111111l ;1d!f luIfi 1 l�Il))(I,�llli 1111111 . i l li!i111!dutt +IIIi �II' IlIlli �' Sf1°� %9�'t' ✓! 1 Y�.•�t/"1� `'� .'hy'v�.r..�,..T a .t'jnc 8 111111111 1111 1 1' 1 ' 1 ! 11 1 1 3 11 1 1111i11 9 10 11' MADE � 12 Btol^1 WCAX WITH VIEW PANEL WITH ViEW PANEL UNDERCUT OC'OR 1" FOR HINGE LOCATIONS SEE DOOR TYPE "F" 6 HATER HEATER :DOOR FALCON # 260 QUALITY #48, 2b1? IO`rfIEH QUALITY #331 - E5 26D 0 DOOR #1 ONLY STANLEY #FeB -171, 4 I/2'x4 I /2', U. 260 DESCRIPTION STANLEY *8B--Ilq, 4 1/2" x 4 1/2" 260 11470 ' IGHARD 0. FRE!HEIT .,� >,, it r ru �* rs3;tr�J9' .YY Y 'a9 ✓J",av_u ^-f c�,.t..;�IV<iv y,�. y „ ,, a. .. ,...�...,..�.. �,�a,.,a <,: _....._..�.......,. r:_. h �s�lYa . y.� Et1e•n.JC Y ..:a , �- FINISH SCHEDULE ROOM V11.1.0106.01,11011(0 "10.01911:1401.1301111.11.1.1.0.1‘..102.11.. INDICATES HARGI'VARE FURNISHED BY OWNER S INSTALLED BY CONTRACTOR A EXTERIOR DOOR DOOR SCHECIULF TYPICAL. PAINT --3 ALL INTERIOR DOOR FRAME -5 spoommonosimi FRAME FINISH HARDWARE SCHEDULE B INTERIOR VESTIBULE or APPLICABLE) A S 5 HIi HII :GEE G EXTERIOR DOOR 4 1 ABB E 'h► I ATIONS A.C.T. ALUM. A.Q.T. GLC3. GONG. G .T. DR. EA. FIN. FLR. FRP. G.B H.D.W. H.M. MAT. P.R Q.T. S.M. V.W.G. WD. 1^I.G.B. 0 INTERIOR DOOR — a -- - LCYJVER IN ?BALL ABOVE DOOR �.- LOUVER ACOUTiC CEILINE TiLE ALUMMJM ABRASIVE QUARRY TILE CEILING CONCRETE CERAMIC TILE DWR EAGF4 FINISH FLOOR FIBEROLASS REINFORCED PANEL GYPW BOARD HARDi^1ARE HOLLOW METAL MATERIAL PAIR QUARRY TILE SHEET METAL VINYL VLALL-GOVERIN6 WOOD WATER RESISTANT &YESUM BOARD 0 OV/22/42 1624 42203AIO.DW6 tug 0 0 O d k n 6x6 POST 6x6 POST YVl $/0 (C- 2' -6' I'-6" 2 ' -0" 5'-6" 12'46` Amr /t'ml/pr mk/C4(:/cib.1_.4d:19/fy.I4O6 �-- 4444 -- 46x6 POST HU1A 6x6 POST -6I /6" NOTE: FOR CONTINU- ATION OF PARTIAL FOUNDATION PLAN SEE 5441. S -1. NOTE; FOR CONTINU- ATION OF I LE' /ATIOI4 SEE SHT. A -2 FRONT ELEVATION 6x 6POST lit PC46 /uar/PMI /prrnt.7Goft /db.1 ._4 tls /19.1401 E.N ROOF PLY 7. TO 44 111IOd T 6' O.G. ` 4 x 12 'F /L sl 50- ,) R.EVEAL NOTE: FOR CONTINU- ATION OF ELEVATION SEE SHT. f4 -2 InE1~T eLevATiCtf 4 x 6 POST ON. TO 140R 6x6PO5T Yr/ PG46 NOTE:: FOR CONTINUATION OF ROOF FRAM{N6 PLAN SEE SHT. 5 -3 5O ALUMINUM PANEL x/4 11 f ' -0 " POST AT DRIVE -THRU E.N. ROOF FLYNT). TO JOIST IV IOd AT 6' OG. JOIST PER PLAN ---- . A35 CLIP EA. SIDE OF POST TOP 4 $OTTOM Amthrov mk:TGnit/tp.I_ /4.14L4 Ai4 POST AT ORIVE -THRU 916224 STRAP I II r, 1 IO A14 _ ,•.� _. . ,.......- - wu..... ROOF BRAIN OVERFLOW _ DONN THRU 50FI=i SCE. DETAIL 4/A6 I /use /Pmt /p?^-mk1Ga f t/d.7.I _4r ftls /tq.I 41& SIM. lvsr /fr,t /pr mk/Gal t /do.l _.4dt Is /ty.1406 FRAMING/ ROOF PLAN PARTIAL REAR ELEVATION AT CANOPY L 00 CRICKET 'A' BUILT -UP - SEE SPECS NOTE: FOR GONTI ATION OF MANSARD FRAM{N/ ROOF PLA 5EE 5141. 5 -4. NOTE: FOR CONTINU- ATION OF ELEVATION SEE SHT. A-5 REAR ELEVATION -- --. ._. 1/4 " r. !'-0" 1/4" !, ^0„ KITCHEN PLAN E 4444 -- ? �u t Ivor /hnt/pr. ic9Galt /cro.i_citta /19.1414 /usr /Pmi /p. ^mk'Golt /cfo.l ... j4dt 1o/19.1404 • DRIVE -THRU L-rrL1 t RI VE -THRU LANE 2 ' -O ; , 5 ' „ - , y '_.O„ 12' -8" _ POST PER PLAN BEAM PER PLAN ALIGN 14J POST Q - ` -- A55 CLIP EA. SIDE OF POST TOP 4 P.OTTOM - BEAM HANOER PER DTL. _ 1 TILE S CARPET? 'VOTE: FOR :ONTINU- ATION Of_ PARTIAL FLOOR PLAN SEE St4T. A -I I /4II .. 11_011 r ,1I1 L1.11I itif1 ITv! it wit 1 E1 III! 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PER - ---_.- - PLAN FRAMING SECTION DETAIL INVERTED "MIc 5.125/16. TT.' r f1AWER — "LT1'2O" TENSION TIE W/ 6 -16d NAILS. I" /usr /fmtipr mk"1Go it /db.1- .dtls /1y.2203 STEEL --- COLUMN PER PLAN COLUMN CAP DETAIL SOFFIT JOISTS PER PLAN /rar/ftrYprxrictGoit /db.l _etro /iy.2.20" "1 A15 COLUMN FRAMING DETAIL �+ 0 ROOF .IOISTS PER PLAN CONT. BEAM PER PLAN ... _..•7 - J.':' ... - /!:. T. ' 7.' ... STEEL COLUMN BEYOND .,. +r!Pl �iL� e1. :.... ✓ .... � d '� 2 x 4 STUDS AT 12" II "XI3 "Xl" W/ -5 /8" DIA. A36 THREADED RODS w DBL. 11/TS o END. 2x4 P.T. SILL L P W/ 2 -I /2" DIA. x 12" AB. EA. LEO '--- W3 TIES 3" O.G. 2O 1 EA SIDE 3 -I4 BARS EA. SIDE 03 TIES A IFS" O.G. U.N.U. (3) *5 BAR CONT. AT TOP a BOT, Vse /furl /Pro4OGOl /eib.i_eitIsi1 .22tt CANOPY COLUMN FOOTING 24" MIN. REVEAL 112 °t NON-SHRINK &ROUT GONG. DRIVE -WAY SLAB SEE SHT. SDI 1 1/2 GLR. 1 • • GOiaT. 5E DETA z I" _ v -J'" r �V NNW BEAM PER PLAN -_ /usr /f mVpr.mkl Ocs it/db. l _dt Is/19.2204 FRAMING DETAIL - BEYOND Q.T. WINDOW Arse /fm1/pr.mkiGealt ek).l_dtlst .2 COLUMN BASE PLATE DETAIL 2 x 4 STUDS AT 12" O.G. BASE PLATE - - - - -- --\ 2x4 P.T. SILL L P W/ 2 -V2" ".'IA. x I2' A.B. EA, LEO •-- • -__ —� N s„ ,1 3 TIE: Ra 3" O.c'.. — L EA. 9101E 3 - BARS A. SIDE • i V r s 4 i C { � i Y -�: ;,., .: » S . w�... t"=. .. �•.'Y ., t , .. `+'!:. .' „ i ti. - Ft ,ly'h f IIIIIIiiUIIIIlIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIII lllillitulr I<I1 pill li�'ilifliIjt►.f' ; . (lf llllll -1fi y_(.fllli I'iIllf ll 4 5 6 7 $ NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the apriginal document. f 0 teTUNCH 1 7 3 ( Ilf 1 011 . 1111111111111111111111111111111111111111111 9 . t . 10 11 HAOEINeERWKY 12 Cc 6? Be G2 92 5Z *!Z 1~ ZZ lZ Ii!lOz 6l el Ll 9l Gl '7l £l Z l it Q 6 9 G 9 S t, E G l ryW 0 II!IlllllII IIiill llilII i! Ill�il! Ili�l iillli! lllli�IllliJ liII11Uiill!l111JI'I llil1III1IIIIIIIIIIIII 111. 1 I IIJ lUI)!ll Jlllll (11I11!! ii iIll illin! III III! llllIfIII11111111111(1l11111 lul 111 III {II!111111 IiIIIiI1III I 1 1 i !I! ill IIIIII illllrllilllllllilliillllli� or , "I{1G412” - HANOER C / tier /fms. /yt'mk1GaitJcln - E_dtis /I 2212 CANOPY COLUMN FOOTING I /2" - - 5 /16 *S -0 1 1/2' 4X6 POST A BM. lNi 2 -'A55" CLIPS TOP i BOTTOM. I NOTE: SE DETAIL BEYOND -- }lDR. PER PLAN 5x1 x 5 /I6" THK. - -. STEEL. COLD N — II" x 13" x I" PLATE W/ 4-5/8" DIA. A36 THREADED RODS. liN ,t\s0 s7x// 7 CO"p /.✓f ,e 2 - /7J -" o,✓Gy 8 *'3 TIES 0 (, 0.0, EXPIRES 1 I -•- ��- R£YeAt. 1 I/2 "t NON- S}tRJN C ROIIT CO: 3 -*5 #�A TOP t 6 " 8 T}Ea I / ---- 6" O.G . A,t ' ( 1" c 1 a I " -0 ovw.w••••.aa..ews g cn aIO� /I /'l2 15 92+2 »Ai5.c O a uu 0 LO J rfa .- . _ ... cx:._tr.J. t.... xh.._. _. ...-�---.,,rl•...,..,..1�.�. �. r.::.:_ k. L' �' �... �':`:..... �r ...�. »�o.S.r.Y.. >n.�..lY'.4v'. ...,...r_..T t�w- #h...�....rr ; Ye3�?S.>ax..e.:���i�.f'a�3:.�_: E�eJ�"frv"�r?.�- '*. Lx::aj,,�,'•..2x:y.7�;`- 'x°,11; i 7/$" PLAN DETAIL SKYLIGHT BASE SKYLIGHT RIDGE FRAME WALL TO PROVIDE ---- _----- __.._ -- JAMB FLUSH TO PANEL i. - .---- - --- -- ALUMINUM COMPOSITE PANEL PLYWOOD SHEATHING - 30# DUILDIN6 PAFER ALUM. ANGLE GLIP, 1/4" SHIM FASTENER A 16" O.G. DBL. TOP PLATE. F. BUILT -UP ROOFING - - PLYWOOD SHEATHING 2 X 6 STUD NALL - - ` - 5/8" TYPE "X" 011.6. ALUMINUM SKYLIG^I•IT FRAMING - -- ALUMINUM SKYLIGHT RIDGE. FRAMINIG PANEL BASE SOFFIT DETAIL 2 X 6 STUD NALL ALUMINUM COMPOSITE PANEL - 30# BUILDING PAPER PLYI ?OD SHEATHING _ ALUMINUM ALUMINUM PANEL JOINT SIDEWALL AT MANSARD DORMER --- ALUMINUM COMPOSITE PANEL PLYWOOC) SHEAT±4INCi -- - 3o# BUILDING PAPER SEALANT 4 ROD 3 /Pr" PLYWD. 30# SUILOINC PAPER ALOMIMTM COMPOSITE PANEL ALUM. ANGLE GLIP, I/4" SHIM 4 ✓ h FASTENER ® 16" O.G. 24 A. G.I. COUNTER PLASHING W/ BITUMINOUS PAINT CONCRETE ROOF TILES -- SOLID BLOCKING L- PLY9 0D SHt ATHINO -- 30$ BUILDING PAPER -- ALUMINUM COMPOSITE PANEL PARAPET COPING SOFFIT DETAIL ALUMINUM PANEL FEATURE STRIP ALUMINUM BACK PLATE - --- MEMBRANE FLASHING ALUMINUM COPING SEALANT d ROD -- DBL. TOP PLATE ALUMINUM COWER FLASHING "'�A -- ALUMINUM SKYLIGHT FRAMING - ' S � I V2" VC SHIM ----- ALUMINUM COMPOSITE PANEL -- 30# 30# 6t)ILDING PAPER -------- PLYWOOD SHEATHING - _- __ 2 X 6 STUD WALL 3/8" TYPE "X" GAB. ALUM. ANGLE CLIP, I /4" SHIM 6 FASTENER ® 16" O.G. - - -- ALUMINUM COMPOSITE PANEL -- ALUMIMJM BREAK METAL FILLER (PAINTED) _.- — 2X DIAGONAL BRACE - - - --- 2 X 6 STUD NALL _ -- 5/8" TYPE 'X" G.W.B. - ----- SUSPENDED ACOUSTICAL U.G. 2 x RAFTERS SEE ROOF FRAMING PARAPET COPING TOP OF GAB. HOLD DOT. OF GJ1.6. TRUSS WRAP SIDEWALL AT MANSARD DORMER I V2" ALUMINUM BACK PLATE - -- MEMBRANE FLASHING - - ALUMINUM COPING SEALANT t ROD -- ALUM. ANGLE CLIP, E /4" SHIM t FASTENER d 16" O.G. 11/2" —•- DBL. TOP PLATE 24 GA, OALV. FLASHING (GOAT W/ BITUMINOUS PAINT ON ALL SIDES) -- 30# C3UILDING PAPER PERFORATED EAVE CLOSURE STRIP ALUMINJM DRIP FLASHING Vti - - -- ALUM. GLIP ® 12 "O.G. ALUM. ANGLE GLIP, I/4" SHIM 4 FASTENER a 16" G.G. PLYWOOD SHEATHINEi 3o1' BUILDING PAPER ALUMINUM COMPOSITE PANEL RECESSED TRACK LIGHT TRACK - - (VERIFY DIMENSION REQUIREMENTS yvJ MFGR) i 1/2" WALL BASE DORMER WALL SKYLIGHT RAFTER OE 6Z 8G LZ 9Z ge *iZ ' £ �i) il lilll�illllliil�nill llillli iillnl�iliiln il�li nllili�iiill�ll I I1 IIII11III1111111I1IIII1111 1111111111I1111111I111111i� ,1111,, 1 , �,'1 Ili i ili1il II 1 111111 11111111111 11 1 illli I!'ti1I 0 ,6 MS INCH 1 2 3 4 5 6 1 NOTE: T lf the microfilmed document is less clear than this notice, it is due to the quality of the eriginal document. ZZ L (� { L 6L 8L LL 9l Sat /7I CI ZI it 01 6 8 IIil tji�I�1��1111�1111��{ �IIi Illllllilll11111I itlilliiilll�l�ll�lllli�fl) l�. lII1lI1��i11�, ll�l�illl�Jit�II�I�IU )llnllli�� lii!!! IIIIIIIIIl1IlIIIl1111 IIIIIIIIIIiIIII1 • 10 11 w IN GERMANY 12 1 E Z l ww 0 111111lli ! ditl 1' --0" 5 ', J • --- - ALUMINrT4 COMPOSITE PANEL 30* BUILDING PAP PLYWOOD SHEATHING -- 2 X 6 STUD WALL ALUM. ANGLE C.UP, I /4" SHIM 4 FASTENER 9 16" O.G. E -- -- ---- ALUMINUM DRIP FLASHING - -- WEEP HOLES PER MF'GR. - -•- FINISH GRADE m CEIVED CI1Y Oe: TUKWILA 0 C I 5 iuu1 FACE OP DORMER 2 X 6 STUD iNALL ALUM. ANGLE CLIP, i /4" SHIM it FASTENER 49 16' O.G. - PLYWOD SHEATHING -- 3Q BUILDING PAPER r ALUMINUM COMPOSITE PANEL r-- SEALANT d ROD `-- .---------- ___._._ .. PLASTER SCREED CEMENT PLASTER PLYWOOD SHEATHING _ _ MANSARD TRUSS - LINE OF TRIM BELOW •-- - - - - -- ALtMINIJM SKYLIGHT RAFTER FRAMNG -- I" INSULATED, LAMINATED GLAZiNN 1 i -0 11 ■ 1 < 04/22/42 O83Q 42203A114445 « CO m CO 00 0 • 0 LLO () a w l 1. GENERAL CONDITIONS: The General Conditions of the C.ontrcict For Con=struction, A!A Doeurnent 11A201, latest edition and Information For bidders list by FooKinoker, Inr, .. representative of the Amcrioah institute of Architects is hereby made a port of the contract darurnent5 to the some extent as if written out In full. AU work 5haii be performed in a first -class monger and shall conform to all applicable codes of the building Site. Changes to that specified &hail be submitted to the Owner's representitfve, in the farm of detelfed drawings anti specifications,, for the approval of the Architect. Proposals that alter the Gortract andior permit: documents, site conditions aid/or struetur a! eternents, shall be prepared under the direction of and eigned by on architect or engineer, registered in the State of location of work. The additional cost of p'ofes51onol Services, pet mlts, iee5, inspection, and other required costs due to the proposal of chrange, shot, be pond for by the Contractor without. e.ost to Owner DID n GENERAL REM MOOTS aftroorsorrmolle The Owner reserves the right to occupy the premises at any time before completion. Such occupancy £half not constitute final acceptance of oil or ony port of the work included In the Contryy,t. The Gontroctor shall verify all dimensions and elevottrane before starting work and shall notify the Architect immediately of any discreporcies. Ark conflicts; I Fund on the Drowinq sholi be resolved before proceeding with the work. The Gontroctor sho!l determine the location of utiiit.y services in the or ;a to be excavated and notify Owner's representative prior to beginning e;xca .lion. The 'building cost' shall include all work within the building area (above and below grade) and extend cut to the outer Far.:; of concrete planter curbs and drive-trrt curb. All work, beyond this butldG•g area shall be listed severally as "site; costs' and shall include all on site and of t , 51te wort; (oFf -site shall incorporate any and oil work outside the property line end shall be in full accordance with ail governing agencies). The work generally included 15 grading, paving, curbs, Noll or Fences, yord lighting, oil utilities, icwJsoaping and sprinkler systems, et Inciude all costs For bonds, inspection, etc. If any dis<;repanc.fes are shown or inFormation that is u:;emed ley the Gontroctor 05 neteSSary 15 missing at the time of bidding, the Owner roust be notified in writing prior to sigrning of o Contract. C.Ieon -ivp upon completion of corn subcontractor's work: ,Ail rubbish and debris Shall be removed from the location of work. IIj the subcontractor of his expense. 2. SUPPLEMENTAL CONDITIONS: A. KITCHEN EQUIPMENT: F3uyrng oF &let - vent by Owner, in taliatton ay indl..ated cn Sheets KI , k3 See rote; on Seotca)t, erosion 1. B. Walk - 'n Cooler and Walk - in Freezer and Ice Machine: Owner provides walk -in box panel sections, compressor, condenser, evaporator lights, doors, refrigeration p:pirq and accessories. Gontroctor provides condensate drains, refrtgerort ond hoot toe for drain lines. Contractor assembles the walk - in boxes, installs, starts up and tests oil equipment, piping and (accessories. See Kitchen Equipment Schedule, Sheet K3, Items nl, 2 4 3. C. interior Live Pants: Provided and installed txj Owner's l-andscope Contractor. Pots provided by Owner, Instolled `xt Gontroctor. D. Seating and Tables: Provided E7j Owner, osscmbted cared installed by Ccneral Contractor. See Decor Pion 4 Schedule, Sheet All. E. Wail Corner Guards: Furnished by Owner and installed by food Service, Equipment Contractor. See Food Service Equipment, K- 5(rtee Sheets. F. Syrup and CO? Lines_ The Contractor 5holl install (1) Owner - furnished syrup fires from syrup tanks to each drink station. Gontralor to be responsible for connection to equipment using a qualified beveroge equipment manufacturer. Refer to 15/Pb. DIVISION 2 - SITE WORK 1. SITE WORK: K4. Clear and remove From site, trees, brush and refuse from within limits of construction and paving. Remove ail obstructions that interfere with building construction and paving as indicated or required, ad portions oF public sidewalks and curbs to extent necessary to provide new driveways and sidewalks. Locate; existing Underground utilities by coreFul bond e,xcavotion betoro starting earthwork operations. IF utilities ore to .remain in place, provide protection from damage during construction operations. Contact local Utility Gomprany For information regor•dfnq underground ut!liL!cs. Should uncharted or tncorrectiy charrjed piping or other utilities be encountered during excavatiot, cor.:;uft the Owner !rrmedate;ly For directions a:, to procedure. Reproir dn. maged utilities to the sotisfoc.tion of the Utility Owner. Cooperote with the. Owner, and p,biic aid private Utility Gompanie5 in keeping services and Facilitlr35 in operation. Barricade open excavation and post with warning lights for the safely of persons, operating warning lights during hour; From dusk to dawn each day. Protect structure, utNlties sidewalks, pavements and other facilities immediately adycgcent to excavations, From damages Caused Easy settlement, lettere! movement, undermining washout and ether hazards.,. All fill and bockfill shall be selected rill material compacted to at least 10% of the Maximum Density Obtainable by the ASTM D1551 method of compaetion. UnteSS noted otherwise on the grodlnq pion and earthwork specificotiona, use. non- expan5lon fill felts rfpl at 1kildirg arena and under walks. Refer to soil boring reports for additional requirements. Contractor shall epee i c 'ode site to within 3" oF finish codes, !.e, to withn 3" of top of curbs and walks. ;,mow re,r .. �. _..,..........,.". r.. iiSIONe S - CONCRETE 1. CONCRETE: See Con'reteSpectflcations on Drawing, `:fleet 5 - !0. Provide di concrete work complete, as shown on the; Drawings herein Specified, Inclvding concrete framework., reirnforc.ement dowels ond accessories, roncrete, mixed, placed, finished and cured, A. Exterior Walks and Ramps: 1 'rue Fine rock salt texture finish. One part admixture to five parts cement. B. Drive - Thru Concrete Lanes: 13!crk colored concrete. Color to be integrally mixed. Apple l_.M• SCOF IELD, "LITHOTHANE E" SEALER, per manufacturers' instructlans. Refer to site plon For finish. Approved Atli rnote Manufacturer S ONHARD, INC. riopies Shade, NJ 6 2511 -7853 C. Exterior Flatwork and Curbs: Provide c;ons,truction joint at 20' -O" on center mcixtmum, unless otherwise noted. All construction Joints, in be in one direction and oil control joints to be in opposite ( 9 direction. Provide expons!on joints ot concrete paving Juncture of buildings, structures, curbs, etc. DIVIsmN 4 - MASONR ■ 1. UNIT MASONRY: 5: Notes Sheet 5 -10. DIVISION 5 - METALS 1. ' STRUCTURAL STEEL: Not Applleobte. DIVIBKNII S - WOOD Atill PLASTICS 1. ROUGH CARPENTRY: See Not `het 5-'10. 2. PREFABRICATED ROOF TRUSSES: A. Furnished by Owner rand Installed by General Contractor /proved tkrrufncturer: B. Shop drawings: L.M. SGOF I ELI) COMPANY 6533 F3andini Boulevard t.os Angeles, CA 10040 -3182 (! -8 3 (No. CA) (14)00) 222 -4100 (outside GA) (213) 123 -5285 (so. CA) TRUSS JOIST 8334 Claremont so I3oulevord Son Diego, GA 12111 (61q) 511 - 6000 Jeff Mueller General Contractor to be provided with shop drawings from monufocturer to use as o guide for the Installation of trusses. See 5 -3 for odditiork -ol requirements. C. Contractor's responsibility: 1) Main ) Uding trusses to be furnished and delivered to Job Site by Owner. 2) Gontroctor is responsible For unlooding, storage, handling, erection and temporary bracing of trusses. Th15 Is to be done in strict conformance to shop drawings red manufacturer's directions. Contractor also responsible for the protection of Cruses during storage and construction. 3) Ail other trusses to be Furnished arid installed by c,ontro ,tor 4) See 5tructurol drawinc35 for actdittono! information. FINISH CARPENTRY MATERIALS: LUMBER PRODUCTS: A. Quality Assurance: Perform Fin!5h corpentry work in accordance with AWi Quality 51andards, premium grade. Use full length pieces, miter all Joints), Shoulder joint at door iambs. Fill all nail holes and sond smooth. B. Wood Trim at Interior: Vertical Grain White Oak- stetoce oil exposed Sides. G. Exposed Wood Trim at Exterior Rcsawn Douglas Fir, no I not: Stain grade. D. Exposed Woad Siding ! Soffit at Exterior_ 303 - 6 - 5/W rough an Douglas Fir or Southern Pine. F. Sheet Material: 1) Laminated Plastic: Where noted plastic laminate, Furnish and ln5toll per color schedule. Al! plo5tie lominote to be bonded to surfoces noted with Contact Cement. At Self-Edged spur oce5, the flat top layer to overtop the vertical svrtaces then routed Smooth. 2) Counter Tops ond Backing: Douglas fir plywood, A -G foced, and exterior glue. A. Approved Manufec.turers: B. I) t3ott insulation: Materials: I) Exterior into{is; 3) A. Materials: DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. Er4ERGY COMPLIANCE: Fixed Windows (Glass): Shall be Scaled to Iimit Or Infiltration. Hollow Metal or Solid Core Hood Doors: Provide vinyl or sheet rnetol Weather seal at head,.jomb and 5111 ot exterior doors. Exterior Storefront Hinged Doors: Provide vinyl Seal ot 5111 one conllnuous pile weatherstrip vertically and at top rolls. Open exterior Jointe around ;- window and door frames, between wails aid foundations, between walls and roof, between wolf panels, at penetration of utilities through the envelope, s be sealed caviled, or , .:eatk:er stripped to Eirrit air leakage. 2. BUILDING INSULATIONS: OVENS CORNING Ft[3ER6LASS CORPORATION Insulation Operating Division Fibers/cis, Tower Toledo, Oil 43651 (41e) 245 -5234 or local rep. { inora Studs R•ie butt insulation, FS HH•I.521E, Type, 11 (norrer;rctivc: uiverinrj one facie). 2) interior Partitions Sound insulation - 2 1/2" thick Friction fit, FS Hli -512E , Typo 1 (unp osed). Roof Rigid Poor insulcotlon: OHEN:eCORNiNS O.G. Foam Rigid insulation (I) Layer 2" O.G. Foam (R. !4.20) (I) Layer 23" 7.6. Foram (R-16.61) Total 4.3" . (1 30.1b) i3ntt Root insulation: Ol^tr CORNING R - Light Density Insulation with Foil Facing. OINDIS CORN NG FIBERGLASS GOPPORAT,!ON Roofing Prosiest, Pivi;ion Fiberglass Tower Toledo, OH 4:3651 (411) 248 -8234 or coil local rep. Installation pe;r OVENS -CORNING Specification (X,F -NI For Clasfast mechanical attoehrnent rand Factory Mutual multlloyer system specification 1 -60 and 1.10. 3. MEMBRANE ROOFING (COMPOSITION ROOFING): Built -up roofing system shad conform to the Following specification and be installed in accordance with manuFacturcr`S recommendotions. Any other rnonurocturer', mote col shall be approved by O wner before instollatlon. OWENS- C,ORNINO I3viit-tip hoofing t$43 -IC, Perin° Ply-R. install in accordance with manufacturer's current published application instructions. Roofing ,subcontr 5011 inspect roof deck prior to instollotion. B. Application of base flashing and parapet wail flashing. Extend 'nose Floehing up the porapeL wall a minimum of 1 inches above roof surface and nail e inches on center through tin -discs along top edge. Stertinq at the to outside edge of parapet wr,111 as indicated, Reply a layer of loose sheet extending it vcrtieolhj drawn the inside face io o line along the middle of the, cont. Lop the; sheet eruis 3 Inches.. flail she 12 inches on centers through tin -discs In oil directions. The surface; of the base sheet and the loose Flashing shall be mopped with asphalt and while hot, install mineral surface cap sheet wall covering extending From top outside edge of paropet across Lop and down the vertical surface over the first base; 511eet rind Gestic flashing to top edrae of cant. All Sides ono end lops shall be 4 inches, Nail cap sheet through tin -discs 9 inches on center along top of parapet wail. All exposed fostener5 to be covered with a later of MEW, flashirg cement. I) Volleys: RelnForce volleys with an additional ply of base sheet 36 inches wide; extending 12 inches up inclines, lapping of 4 inches on ends and solid mopping of asphalt to base sheet. 2) Gant Strips: In angles of roof decb arid vertical Surfaces,, the roofing contractor shall furnish and Install a fiber cont strip with a minimum of 3- -inch Face. 4. CONCRETE ROOFING TILES: A. RELATED WORK SPECIFIED ELSEWHERE: 1) Plywood sheathing: See notes sheet 5 -3 and 5-5 2) Sheet. metal: Section FLASHING AND SHEET METAL 3) Mansard Roof F4'0rnin(3: See Roof Pion /Mansard Framing, sheet S`4 4) Built-up roofing: Section MEMBRANE: ROOFING B. R_EQ_U_IREME_NTS: I) Tiles: Comply with 16130 Report No. 2b56P. C. MATERIALS: 1) Tile: LIEFT ILE CORPORA HON "Supershake" series including ail ac(- c550r1e5 and trim to provide a complete mytaliat!on. Sc e drawings For epeciflc color and proft!e. 2) Nails: Not dipped zinc rooted 3) Hips LIFETILE CORPORATION Standard ridge tiler,: Use at hip conditions 4) Unclerlayment: 30 pound °Spoilt impregnated roofing felt 5) Eove Riser Strip 1..IFETIL` CORPORATION Rialto, 6A (114) 822• -4401 Approved Alternate Mrnufacturer: Nt')HIER ROOT: TILE P.O. Box 5561 Orange, GA 12613-5567 (114) 750 -5366 D. PREPARATION: VOSTILE 1114 DOLL E6E BOULEVARD O "/ERLAN;7 PARK , KS 66.2;0 -.4035 (113) 33L -4333 1) Contractor to verify the completeness of plywood roof Sheathing, nca 1 11nc; " ond metal ftaahir'rjs required prior to commencing this work. E. INSTALLATION: E) Underlojrne)nt: Lop 2" an horizontal on vertical Joints 2) Tile nailing: 2 - per shingle 3) Provide ` horizonta! t X 2 batten strips For all roof slopee steeper than 1 f 12. 4) installation to be in accordance with manufacturers' recommendations. 5, FLASHING AND SHEET METAL: A. Furnish end Install all Hashing, he metal, downspouts, and scupper not specifically described in other Sections of these 5peelfleotion5 but required to prevent penetration of water though exterior shell of the buildings, Including flashing, scups and roof equip. platForrn covers. D. Comply with applicable recommendations and details of the "ARGHITFGTURAL SHE:E1 METAI M.ANUAL ", by Sheet Metal and Air orldltioning Contractor's Notional Association. G. Install sheet metal over a layer of 30 roofing felt. D. Sheet metal vents and pipe ,Jacks, 24GA minimum galvanized .1414" mtnlmi. n flange. E. Dowrrrf)out5, scuppers and 1-4011 caps, 22GA each minimum. H. • SHEET ALUMINUM COPING & FLASHING A. WORK INCLUDED THE ItORK IN THIS SECTION Ii`CLUDES ALL MATERIALS NECE(.55APY FOR iNSTALE.ATiON OF ALUMINUM C,OPIN(35 AND Fl .ASHINGS. B. QUALITY ASSURANCE C. STANDARDS D. E. F. Galvanized Iron: _ _ 1) Sheet metal or iron shall be altar lard brand of open-- he;orth, copper bearing steel, copper- molybdenum iron, or pure Iron sheets. Use 24 eyuage minimum unless otherwise called for on the Drawings. G. Soffit Vents & Parapet Louvers: I. SUPPLIER Atli) INSTALLER SHALL BE APPROVED BY MANUFACTURER. 2. SUPPLIER AND INSTALLER SHALL BE RESPONSIBLE FOR MAKING FIELD MEAc,.UREMENT5 PRIOR 'TO FAE3RIGATIoN. I. PRODUCTS SHALL MEET ALUMIMJM ASSOC•IATIC)N STANDARDS IAA -G22, A41 AND AA-G22 -A44 ASTM, 1341, D - -822, D- 1'135, 12 -2114, D -1654, 0-23, D -2244, D -6`59, D -1308 AND 1) ab8. 2. F. MATERIALS 2) Zinc Coating: ca. All golvanizrd Shecta Shall have o zinc coating applied b het -dip process to all surfaces. I) Soffit vent Shall be F'ry channel screed PG5 -15 V.200. NO SuBSTlWTIONS ALL ol'tED 2) Parapet louver coast. of 28 go., ga!vranized stce1 wf hfrd-:cree,n, no. 532 (14' x 12 ") SUBMITTALS or approved eguai DELIVERY, STORAGE AND HANDLING 2. FLEXIBLE SHEET MEMBRANE FLASHING A. AC,GEPTADLE MATERIALS: G. ACCESSORIES 11. FABRICATION b. Zinc coating s,hclI weigh not ices than ; -114 ounces per Square; foot nor more than 1-1/2 Dunces per Square foot of surfaces r,ovcrcd and shall conform will ASTM A -13. ABLE SHEET META[. PRODUCTS INC. b14 NORTH FORD BLVD. I -05 ANGELES, CA 10022 -0661 (213) 261.218! 1. THREE SETS OF SHOP E)RAV1N6S INDICATING THICKNESS AND DIMENSION OF PARTS; FASTE.NINS AND ANCHORING METHO175; DETAIL AND LOCATION OF JOINTS AND GASKETS, INGLUDii16 JOINTS NECESSARY TO A.CGOMODA T E. THERMAL. MOVEMENT. 2. AFFIDAVIT CERTIFYING,, MATERIAL MEETS MANUFACTURER'S SPECIFICATIONS. 3. TWO 6" X 6" SAMPLES OF THE COPING AS SPECIFIED. 4, SUBMITTALS514At.L 13E STAMPED AS P,CVIEi^EED 13Y THE GENERAL. CONTRACTOR BEFORE. JJT3MISSIO'rl TO THE ARCHITECT, 5 FAILURE TO MEET ANY OF THE ABOVE REQUIREMENTS SHALL PESUL..T IN REJECiION OF THE SUBMITTAL. PROTECT FINISH AND EDGES IN AGGOR.DmI'kE WITH MANUVAGTURER '5 RECOMMENDATIONS. , STORE MATERIAL. IN AGCORDAHGE V ITH MANUFACTURER'S RECOMMENDATIONS. I. SHEET ALUMINUM, ASTM E3.201, ALLOT' 3003, TEMPER 1414. A. THICKNESS: 0.032' B. FINISHES: I. COIL. COATED KYNAR BASED PVDF RESIN DESiRATED ALUCOAT ill." MEETING Ati)GOBOND SPEGIFIGATIONS. 2. THIGIz ESS. 15 MIL . I. NEOPRENE SYNTHETIC RUBBER SHEET 2. BUTYL. SYNTHETIC F'UDE3ER _SHEET 3. EPUM 5YNTHETlc RUBBER SHEET I. FASTEt R5: SAME METAL AS FLASHING /SHEET METAL OR OTTIER NON- CORRO51'✓E AS RECOMMENDED E3Y THE MAWFAGTURER. 2. MiSC,ELLANEOVS ALUMINUM FAE3RIGATIONS: SHALL BE FAE)RIC,AIED A.Nr) FINISHED TO MATCH TI'.AT OF THE ALUMINUM PANELS AS NOTED IN THE DR #WINGS. 3. BITUMINOUS COATING: SSPC -PAINT 12, SOLVENT TYPE BITLJMINOJS MASTIC, FOR 15 -MIL ORY FILM COATING THICKNESS. 4. EIASTOMERIG SEALANT: GENERIC TYPE RECOMMENDED BY MAWFAGTURER OF METAL. AND FABRICATOR OF COMPONENTS BEING SEALED AND COMPLYING VIITH REGU:P.EM NTS OF SEC, SPECIFYING JOINT SEALERS. 5. METAL. ACCESSORIES: PROVIDE ALL GLIPS, STRAPS, ANCHORS, ETG. AS REGOIRED FOR INSTALLATION OF I TOR, MATCHING OR COMPATIBLE IrITH MATERIAL BEING INSTALLED, NON -CORROSIVE, SIZE AND GUAGE PEOUIRED FOR PEP- FORMANGE. SHOP- FAF3RIGATE TO GREATEST EXTENT POSSit3LE. COMPLY WITH APPLICABLE REQUIREMENTS OF SMAGNA AND OTHER RECOGNIZED INDUSTRY STANDARDS. O 16THS INCH 1 2 ZZ t OZ 61 SL Lt 9t 5t I 11111111 11111i111 ,111111111 11111 I11111111111!ii1t11ti .1 111 ,fI11J!l1JU,IJ111 LILIIIIIIIII1IjII IJIIIIIIII1I(IIIII=I IIlII III1IIIIII Hitt I1I i ' 1 11 11 ' 10 jti 111 1 I1 I I 111I1I 1 11 1 I1 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. R Of. 6II e 11111111) �Inh11I�I111 .111 .111Il11111111111Ii111t11 IH.11 I 111111111111 ill ill iI II1ItI 11' MADE IN oERMAHY 12 11 111iI11111l1i1llil Ili! IIIIII !IIIIiIIIiIIIIII - - - - .... ROOF ACCESSORIES: The work of this Section includes• the prrrecilnq and installina of accessories to be Instal on the root and Noshed to provide a watertight Installation. A. Root_ Hatch: F3frco ' ry(ie; 'S 2' -6" x 3'..O ", galvanized and bonded for pointing or approved equal. THE E3tL60 COMPANY P.O. Box 1203 New Hoven, GT 06505 (203)134-636 I pprov6A Alterrde Merufocturer: ROOF H,'TGFI: DORMER ACCESS PANEL: B. Dormer Access Panel: A. WORK INCLUDED C. ?STANDARDS D. SUBMITTALS BAE3C,OGK -DAVIS HATGHI -MAYS , INC.. 50 LOV E.LL STREET ARLINGTON , MASS. 02114 (611) 643 -5344 OR GALL LOCAL REP. MILGOR 1101 EAST KIOBY LIMA , 011 45804 (411) 221 -b811 GLSC0 PRODUCTS lype SR -il 1)r.ywale / nce,ss Panel consisting of on extruded (alumir.;,Tm ±rome, 14 goge galvranized bonderized steel door panel whin two rows of 4" x 3 lovers, zinc pleated concealed continuous hinge and Flush- mounted tamper - resistont ccm latch. Finish: Point. Size: 22 "w. x 36 h.. 6E560 PRODUCTS 1300 13rd ANENUE NORTH MINL1EAI'OLIe , MN 55428 (612) 424.4111 5.1 ALUM PANEL SYSTEM THE HORK It1 11-115 SECTION INCLUDES ALL MATERIALS NECESSARY FOR INST ALLATION OF A PREFABRICATED METAL PANEL SYSTEM. B. QUALITY ASSURANCE 1. WPPLIER AND INSTALLER SHALL BE APPROVE() BY M•AMJFACTURER. 2. J,,'PPL. :ER AND INSTALLER SHALL HE RESPONSIBLE FOR MAKING FIELD MEASUREMENTS PRIOR TO FABRICATION. PRODi.JGrs SIIAI..I. MEET ALUMINUM ASSOCIATION STANDARDS AA A41 AND AA- G22 -A44; ASTM, B-ii1, D -822, 12- 1135, D -2114, D -1654, 6 -23, D -2244, D -651, D -1308 AND D -%&. I. THREE SETS OF SHOP DRAWING.5 INCA A i ING THICKNESS AND DIMENSION OF PARTS FASTENING AND Atr'GHORItiG METODS; DETAIL AND LOCATiON OF JOINTS AND GASKETS, iNCLt;DING JOINTS NEGESSARY TO ACCOMOOATE THERMAL MOVEMENT. 2. AFFIDAVIT C,ERTIFYINE) MATERIAL MEETS MANLIF.AGTbRER5 SPECIFICATIONS. 3. Tf v0 b" X b" SAMPLES OF THE PANEL. AS SPECIFIED. 4. SUBMITTALS SHALL 13E STAMPED AS R.EVIEV ED BY THE GENERAL C,ON'TkAGTOR BEFORE `M ;55I0N TO THE ARCHITECT. 5. FAILURE TO MEET A'4'( OF T ABOVE REQUIREMENTS SHALL RESULT IN REJECTION OF THE SUF3MITTAi -. E. DELIVERY, STORAGE AND HANDLING I. PROTECT FINISH AND EDE'Eee IN ACCORDANCE WITIi MANIJFAC,TURER'S RECOMMENDATIONS. 2. STORE MATERIAL. IN ACCORDANCE 1411TH MANUFACTURERS RECOt4MENDATIONS. F. PANELS L COMPOSITE ALUMINUM PANELS SHALL BE AL.UC,OBOND AS MANUFACTURED BY AI.UCODOND TECHNOLOGIES, INC. 2. THiGKNES5: 4MM (0.151"). 3. FINISHES: G. ACCESSORIES 2. 3. A. COIL COATED [.ice K l BASED P 0 RESIN DE t LIX,OAT XL" MEETING Al UCOBOLr) SPECIFIC-A f IONS. 13. THICKNESS: 1.5 MIL. FASTENERS: FASTENERS SHALL BE NON -CORROSIVE AS RECOMMENDED 13Y THE MANUFACTURER. MISCELLANEOUS ALUMIttM FABRICATIONS: SHALL BE FABRICATED Al'ID FINISHED TO MATCH THAT OF THE ALUMINUM PANELS AS NOTED IN THE DRAWINGS. ELASrOMERIC SEALANT: r tNERIG TYPE RECOMMENDED 13Y MANUFACTURER OF METAL AND FABRICATOR OF COMPONENTS BEING SEALED AND COMPLYING' WITH REQUIREMENTS OF SECTION SPECIFYING JOINT SEALERS. 1'it.CElVED CITY 0!-' T 1KWILA AP i T thitsts- GV 0) O . 0 z CD G4 /21/a2 OB62 Cat RICHARD Q EtEIT. STATE. OF h' a3 itc am 0 I.t.i e . .. . afY, rr tl� CAULKING AND SEALANTS: A. General Building Applications: 1) For Joints where movement is onticipoted, use A.0 Horn Hornflex" (poiysulfide), one component System in the Lolor w'n!d, mot closei'y motGhes the adJoGent surfaces. Sealant to have o shore "A" hardness of 20 to 30. 2) For dry Joints, between dissimilar materials vEesre little movement is anticipated, use A.G.HOrn 'Hornseal" Ela5tomeric Caulk (butyl rubber) one component system in the color stnich mot Giosely motches the odJacent surfaces. :S) Glazing and Kitchen Applications, General Electric Silicon Construction 1200 sealant,. 4) Sheet Metal Flashing and Copings: General Electric Silpruf Silicon Weother Proofing sealant. 5) Generol Contractor Shall include in His or the Foifowing: After all equipment and wall materials are instolled, oil Joints t0 galls And bases s!)all be sealed with Silicon staler 6) All Inside vertical ceramic tile carne ^s shall receive a tooted bead of silicone sealant. DPASION 8: DOORS ADD WINDOWS 1. METAL DOORS AND FRAMES: A) Doors and Frames as manufactured by SteelcraFt, or approved equal, 1a'oeled or non-labeled and sized as indicated on the E)raw!ngs. F3) Steel doors shall use full - fish design L -I6 (lb gouge) reinforced for finish hordwores and with baked-on prime paint. Steel Frames shall be Type F -I4 (14 gouge) Pull- welded unit construction with corners mitered, reinforced and continuously welded Pull depth and width of Frame. Proper reinforcement and cut -out for the finish hardware. Frames svpplied with suitable Jamb and base anchors, rubber bumpers and prime painted Doors shall be inSuloted. STEELGRAFT 1 .011 Blue Ash Rood Cincinnati, OH 45242 (513) 745 -•6400 C) Approved Alternate Manufacturer_ REPUBLIC BUILDERS PRODUCTS P.O. Box 580 Highway 22 and Gorno Read McKer:zle, TN 3820i (I -800) - 153 -3661 2. _WOOD_ DOORS: FNrsh wood doors as manufactured I i'lcycrhoeuser or approved equal. Door shall be manufactured per the millwork standards of the Architectural Woodwork institute (AWi) for premium grade. A. Solid Gore_ Mot - formed wood porti,lcboxd, bonded car e, Marshfield Series, tr 171�C -1. 1) Face Veneer: ,050° gererai purpose, high pressure laminate surfacings as indicated on drawing, using hot press corltruction 2) Adhesives: Conformnng to Tice 1, for interior end exterior door faces and Type It for core. 3) Doors to have metal louvers os indicated on the Drawing. Shall be 24 gouge with chevron te blades with free air 50% total area and prime pointed. INEYER.4AUSER Western Zcne Sales Center 8480 East Orchard Rods Suite 5400 Englewood, CO 80111 (I-800) 521 -6186 B. Approved Alternate Manufacturer: . EGGERS INDUSTRIES P.O. Box 88 Two Rivers, HI 54241_0085 (414) 113 -2 3. GLASS AND GLAZING: A. Single GlozinSS Annealed (toot glass as manufactured by PPG or approved equal, clear color. B. Single Tempered Gloss: Tempered Glass, clear coiar. G. lnsulotino Glass Double: Glazed (All Fixed Gloss): Sod also Exterior Elevations, Sheet A2 and Sheet A3 for Color: PPG "T1 or approved equal, trait thickness shalt be 1 ", composed of i/4" Gle;ar glass, outer light, o 1/2" air spate and a 1/4" clear gloss inner I!c ,t. A dessicant shall be added before seating to provide interior condensation -free performar:ce. Insulated gloss Installed in locations requiring safety glass Shall be tempered both 4c its. Color as specified on Sheets referenced obove. D. OVERHEAD GLAZING (INSULATED) PPG S,i.OPED LAMINATED "TNitiCJOt^1' OR APPROVED E'GUAL, UNIT THICKNESS SHALL ice: I", COMPOSED or i /8" + 1/8 ", LAMINATED,GLEAR. GLASS OUTER LIGHT, i /2" AIRSPACE, t /8" + 1/8 ", LAMINATED, CLEAR GLASS INNER LIGHT. COATING' SHAL(.. BE SUNGATE 50 (2) GRAY. REFER TO PPG FOR APPROPRIATE LASS SURFACE BEARING COATING. SUBMITTALS PROVIDE TWO 12" X 12 SAMPLES OF EACH GLAZING PRODUCT AS SPECIFIED TO ARGHITEGT. FOR REVIEW PRIOR TO FABRICATION. F. Glazing contractor to be responsible for providing all tempered or laminated safety doss in all areas where required by governing codes. 4. ALUMINUM STOREFRONT SYSTEM: The Storefront System shall be as noted on the Dressings and es manufactured by !CANCER. COMPANY, INC. or approved equal. A. Window Wsli System and Doors: 1) Type: Furnish ail necessary materials, labor and aquipmcnt r'trr the complete Installation of the swing doors, door frames $ store front framing systems as shown on drowinge. Door framing to be Trifob 11 450 and store front framing to be Trifab 11 451 as manufactured by the KAi^r''JEER Go. Inc., or approved equal. 2) Doors: Sholl be series I10 narrow stile doors with 10" high bottom roll, In 91105 os Chown on drawings. Doors to be single acting with top 4 bottom offset pivots. Provide sealair weatherstripping system at Jambs/head and from EPDM blade gasket sweep strip along bottom roll. See Finish Hardwore Schedule on drawings for addltlonol requirements. 3) Finish: a. Anodized: See; also Exterior Elevations, Sheet A2 $ A3, for Coior: Exposed Aluminum Surfaces: Factory applied anodized finish conforming with Aluminum Assoelation standard AAM12622A4244. Permianodic color to be per drawing. b. Paint: See also Exterior Elevations, Sheet A2 4 A3, for Color: Exposed Aluminum Surfaces: Factory applied "Fluropon Premiere" paint with minimum 10% KYNAR 500 Resin Base as manufactured by Vaispar, Inc. or approved equal.. in Strict accordance with manufacturers' approved methods. Paint shall meet or exceed AAMA 605.2. B. Skylight Framing System: i) Type: Furnish all necessary materials, labor and equipment for the complete installation of the skylight framing systems 1.5 shorn on drawings. Framing to it 1400 5.5. as manufactured b the KANNEER Co, Inc.. 2) Submittals: Submit three sets of shop drawings indicating size and dimension of ports; fastening and anchoring methods; detail and location of Joints and gaskets, including Joints necessary to accommodate thermal movement. Submit structure! celculattons stamped by a ►incensed i^lrashing9ton State engineer demonstrating compliance with applicable de .eign requirements. C. Components_ and Materials :_ Frames: Sizes as shown on the Drawings, Thermal Code, commercial quality extruded aluminum: ASTM B221: complete with matching stops of profile to suit frames and of adequate size to provide sufficient bite on gloss, and drilled holes, deflector plotes and internal f lashings to accommodate internal weep and drainage system. 5. PASS THRU WINDOW: Pass thru window with lock Is to bo anodized aluminum frame, 38" I^!. x 261" N. overall, pre - glazed. 18 x 24 "1-1 window opening equals 432 sq. in. max. See Exterior Elevations, Sheet A2 4 A3for Color. Unit o manufactured by: GHIPIO GLASS COMPANY 13101 51xth Street Chino, CA sli110 (1i4) 621 -1341 6. FINISH HARDWARE: A. Security Notes: Swinging Doors: Drive-MN Wirdoyt: KAINNEER COMPANY, INC. Techn: :ogy Park/AtIanta 555 Guthrldge Court Norcross, GA 30012 (404) 444 -5555 or 6011 local rep. C. Approved Alternate %unufec"e!er. VISTAWALL ARCHITECTURAL PRODUCTS P 0, eox 624 803 AIRPORT ROAD TERRELL , TX 15160 (214) 551 -6100 1) Cylinder guards shall be; installed on all cylinder l ochs whenever the cylinder protects beyond the fore of the door or 13 otherwise accessible to gripping tools. 1) Sliding window shall be equipped with looting devices and shall be so constructed and installed that they remain intact and engaged when subJeeted to the tests equipped by Governing Code Section of locale. 2) Sliding doors and wlndosie shall be provided with a device In the upper channel of the moving pone! to prohibit raising and removing of the moving panel in the closed or partially open position. B. Notes: Hardware: I) All Falcon, Adorns Rite, and Simplex hordwore shall be provided by Owner, and installed by the General Contractor. All other hordwore specified to be brand name or equal. 2) All locksots shad be equipped with six (6) pin interchangeable cores. 3) Keying: All cylinders shall be removeab!e core, master keyed to existing system. 4) Fabricator of Aluminum door shall Install Ownerssupplled cylinder and loci, hardwore before deliver, to site. 5) Metallic sign over doors I stating: `This door must remain unlocked during business hours ". Letters shall not be lass than 1" hise on a contrasting background. This Segel shall be provided by Owner, and Installed 1; j Contractor on Aluminum header frame. (2 slgn5 total required). 6) Threshold configurations to comply with 011 handicapped re:.gvirerrerts. C. Toilet Room Ac;;a$sodes: !Tem Greg Ber QUANTITY Per Pion All other accessories to bo furnished by owner 4 Installed 4 contractor. See toilet room elevations. �•,t. "rr: "r -r DEcGRiPTION i3obriek B -5806 Serlee (H/4" diameter wlth Satin Finish) ,r. 1.4t ti .r x,,. �r `• 11111111 1 0 16 Taira INCH 111 [ 1 111 it ails 4 5 6 7 8 NOTE: If the microftlered document is less clear than this notice, it is due to the quality of the prlgiraal document. 47z ' c ZZ L 03 6L OL L.1, L.1, 9L 5 �1 et Fs. • LI 0j, 6 it 1141111, 111 r 1 .., iI 11i1l1111111111111111111111hid h 1liifll11111`ti1111ti I i1111 1111I111111I]1L.1IIIIl111 illl,lilI,ll' EIvI8 N a - MIMES 1. LATH AND PLASTER: A. Work included: Loth and plaster work includes exterior Portland cement piaster scratch d brown coats and o finish texture coot. All work to be Gorplete with required grovrfs and accessories. Plaster on plywood sheeting to be over two layers &ode "D" waterproof building paper per UBC (4106d) and wire loth. B. Plaster Materials: 1) Portland cement: Type 1, conforming to requirements of ASTM CI -16a. 2) Hydrated Lime: Normai finishing type conforming to ASTM Cb. 3) Aggregate: Natural sand, conforming to ASTM 05. 4) 1/2" chopped fibergloss strands- AR (Alkaline Resistant). 5) Water: Glean, potable, fresh anal free From InJurious amounts of acid, alkali, organic matter or other deleterious substances. C. Cement Plaster Base Mixes: 1) Mix and proportion cement plaster oe follows: a. Scratchcoat (3/8' thick): ! port cement, 1/2 to 3/4 port lime, 3 to 4 ports aggregate ord 2 pounds of 1/2" chopped Fiberglass stronds per this volume of cement. b. Brown coot (3/8" thicis): i part cement, 1/2 to 3/4 port lime, 3 to 4 ports aggregate and 2 pounds of 1/2" chopped Fiberglass strands per this volume of cement. c.. Finish ((I /8" thick)• 1 port white cement, 3/4 to 1 part Time old 3 parts. aggregate Finish coat to hove integral color, see elevations for color 4 texture. d. Total Stucco thickness to be +/- 1/5" 2) Mix only os much plaster o can be used in one (I) hour. 3) Mix material dry, to uniform color and consistency, before adding water. 4) Protect mixes from Prot, dust and evaporation. 5) Do not rctemper mixes after initial set hos occured. D. Wire Lath and Accessories: Detoils and 5pec:ficotions or based on these protascts. Substitutions must be equal in Function and design. !) Wirer- Fabric Loth / building paper: - Stucco Rite (Standard) b K -Loth or equal - self furring she of golvanized welded wire Fobri; loth, Iominoted to double sheet of waterprooPed breather building paper (grade "D ") or - Stucco Netting by K -Lath or equal - 1 1/2" x 11 gouge galvanized se&F furring (sP) wire. Apply over 2 layers grade "D" waterproof breather paper per UBC (410bd). 2. Accessories: K -LATH 1801 SOUTH MOUNTAIN AVENUE MONROVIA , CA 1016 (818) 357 -5051 Approved Alternate Marufocturer: AMIGO 3245 FAYETTE AVENUE BIRMINGHAM , A.. X5208 (1 -800) 366 -2642 a. Meta: trim as manufactured b "Superior Metal 'trim" or equal. Expansion control screed Type #11 (1/8'), 26 gouge eolvanIzed steel: Soffit or +d foundations drip mould: type J -8, 24 gouge galvanized steel. SUPERIOR METAL TRIM DELTA STAR , INC. 1177 INDUSTRIAL WAY BELMONT , CA 14002 -4085 (1 -800) 812 -803 Approved Alternate Monufacturer: AMIGO 3245 FAYETTE AVENUE diRMINGI -1.AM , AL 35201, (t -800) 366-2642 b. Decorative Reveal Screed: As manufactured by Fny Regiet Corporation or opproved equal. See oleo Exter!er Elevotlons, Sheet A2 4 A3, for Color. S1Y'r-E: PG5 -15 -200 FINISH: Chemical Conversion Coating All section, shall be extruded olurninum, 6063 -T5 lnetol!ed to I0' -O' (3.04m) sections where possible. Fastening methods shall be as ape oved. All Joint, shall be tight, neat and mitered. The aluminum substrata shot! recleve o chemicai conversion coating Gonsistng of an Amorphous Chromium Phosphate treatment which prevents the oxidation of the aiumirurn su strcito and Is a multi -step metal preparation process conforming with ASTM D 1150 Types ES and Mil G 5541 Gk;5s IA. Primmer and finish paints are applied in the field. FRY REGLET 625 SOUTH PALM AVENUE A.LHAMBRA , GA 11603 (818) 281 -4144 c. Provide all other screens, moldings, trim, casing beads etc. o requ ;red for a complete installation. MM SYSTEMS Gl1RPa0RATI0N OK 4520 ELMDALI" DRIVE TUCKER , GA 300b5 (I -800) 241 -3460 2. GYPSUM DRYWALL: 3. TILE: r w. w. w r.. �. �... � r+w. �+• All Gypbonr,1 to f,3. A. 5/8" thick Type "X" Fire fisted per ASTM G&3018 equal to U.5 Firecod "G" panels. Use 4 Pt.: ids portals. B *here noted on Finish Schedule use 5/8' thick moisture resistant Type "X' Fire Rated wailboa'd equal to U.E.G. Write R Flrocode "G" panels. EOch sheet s. ".a ! marred by the manufacturer as to moisture resIstintg ccspability of the product. Seal all exposed and cut edges per monvfacturer'e recommendations. US GYPSUM COMPANY GEORGIA - PACIFIC CORPORATION 10; SOUTH HACKER DRIVE OR 133 PEACHTREE STREET N.E. CHICAGO , IL 60606 -4'85 ATLANTA , GA 30303 (312)606 -5415 OR GALL LOCAL REP. (404) '521 -4000 G. install gypsum wallboard with lone dimensions perpendicular to Froming. 1) Nails: Number 13 gouge, 1 3/8" Iona, 11 /64" head onnuior ring nails, 1 on center of ceiling, 8 or center at wa!Is. 2) Screws: Metal suspension. System, Type "S -I2" Bogle, 3/8" minimum penetration in metal framing. 3) Metal edges shall be opplied at all expposed corners, ends, etc. 4) Access Panels: Milcor: Style M or M5 with Rush screwdriver operated locks. use 5208 Series (B Lobel) with Knurled knob d mortise cylinder for I hr exhaust duct enclosures in sizes os shown C.; drawing. 0) In glum drywall and ceilings use prime-coated steel. b) In tile- finish walls and "F'RP "- finish wails use stainless steel frame; and pone. MILCOR 1101 EAST KISBY LIMA , OH 45804 (4t) 227-6511 Approved Alternate Manufacturer_ CESC0 PRODUCTS q300 13rd AVENUE N. MINNEAPOLIS , MK 55428 (6 424 -4111 Install gypsum wallboard in accordance with manufacturer's v:rittcn instructions. Includes all >+ork required to ship, install and grout all tile wails bases and floors indicated in the Drow!ngs. See Color and Material Legend for tile prod grout. A. Standards: i) installation of tile shall be as recommended by iotest edition of Tile Council of America Handbook. 2) Tile: Flooring: F112 -83, thin set. 3) Interior Walls: 14243 -83 (dry set). 4) Tile to be laid with Dryset mortar- conform with ANSI AII81.I or Latex- Portland cement mortar- conform with ANSI AH8.4. 5) Ai! tile requires a long lead time. There shall be no substitute. (2) Provide all trim shopes, caved bases, bull -nose, etc., Factor .vt corner miters aril inside base corner coves. 1) /hated Ti's: (L5$ c4'vr;r Ot. " 1!5,1%): 51011 be installed thin set, stack bond, long dimension vertical. 8) Tiles ShoII be !old lever one true in conforming to tko5e standards and acceptable to the Owner's Representative. q) no floors to be covered during construction with 1:raft paper or po!y;rrethare for protection. A. Nark Included: NATIONAL ACCOUNT: DAL -TILE CORPORATION P.0.e0X 17130 DALLAS TX 15211 (214) 315 -1411 4. CEILING SUSPENSION SYSTEM: Provide complete suspension system for ceiling "T" bar for the prefinishing lay -in ponels where indicated on the Drawings including all trim and acGe550r105. E. 'T" Bar ta The system shall be equivalent to Chicago Metallic Corporation, i860 FIRE FRONT SYSTEM' Exposed type moan runners and cross "T "s. C'rld Shall be 4560...41 white. System 91011 be Complete with wall angles and hold down clips and other accessories (where required). G. Hanger Wire_ 1) 12 gauge galvanized at 4' -0" eoch way. uccivrm CITY C) ''ri.UKWILA OCT 5 992 w z ES 5 cn z Q >1 01/30/42 :341 1220.34P2DING eT O t. 1.i c 0 oc 0 i.� 0 w er g ms s.......,...«. .^ -... -. GAPAUL CORPORATION 1300 D!VISlON STREET PLAINF"IELD , IL 60544 815) 436 -8503 use INTERIORS , ING. 1000 CROGKER ROAD \ESTLAKE , OH 44145 (I- 800) 450 -3834 D. Metal Trim: 1) Noll Angles: One Chicago Metallic Corporation hammed edge 3/4" x 15/16" x .024 thickee55, whites. CHICAGO METAL.LiC CORPORATION 4844 SOJTH AUSTIN AVENUE CHICAGO , IL 60658 (1 -800) 323 -1164 Approved Alternate tdonufocturerl NATIONAL ROLLING MILLS , INC. 45 i'4OREHALL ROAL' l , PA 14355 (215) 644 - 6100 6. ACOUSTICAL CEILING TREATMENT: 1iles snail be ARMSTRONG TRAVERIONI= "SANSERRA DESIGN" 0 513A or equal. Six : 24 "x24 "x3/4" thick with Tegular edge. Material : Fire resistive mineral wool Fibers, Flans Spread : 0 -25 per ASTM E 84. t{RG range : .60 - .10. ,TC ronge : 35 -34. Color : White COrtl'o::tor shall f&cV& Gorton (6+ oku:, 5 rr,Inlrr,um) on -site with O%n,ers' Representative for future maintcroece. Refer to RcFlerted Ceiling Plan sheet A5 and to Schedules sheet AIO Goer extent of GeNma tile ARMSTRONG WORLD INDUSTRIES , INC. SUITE 224 680 LANGSDORF DRIVE P.O.BO : 4455 FJLLERTO 4 , CA 42634 (1i4) 680 -1200 FOOD SERVICE CEILING TREATMENT Tiles shall be GAPAUL "'✓INYLROC,K" GYPSUM with stein and abrasion resistont embossed white vinyl surface or aouai. 51w , 24 "x481 "x1/2" with square edges. Flame Spread = 5, Fuel Contributed = 0 and Smoke Developed = 0 per ASTM E 84 Tunnel TeL SIG Range = 40 -44. eontractcr snail !Gave carton. (6 piGCes minimum) on -site with Owners' Representative for future maintenance. Refer to Reflected Ceiling Pion sheet AS and to Schedules sheet AlO for extent of ceiling tile. Approved Alternate Manufacturer: 8. FIBERGLASS PANELING: Fiberglass reinforced polyester panels, 'FRP ", 4' x 4' x 3/32" thick with embossed face. Moteriai shail have a flame spread rating of 200 or loss, Glass III (0). See Room Flnich Schedule on the Drawings for color. Use: MARLITE CORPORATION 202 Koger Street Dover, Ohlo 44622 (216) 343 -6662 • Ponce to be installed vertically with no horizontal joints, apply pone( with G -315 adhesives, match color metal mouldings at all lodges, corners and Joints. Omit corner mouldings where shown to receive Stainless steel corner guard. 9. VINYL WALLCOVERING: Al! vinyl Cevennes to be furnished by the Owner and installed by the General Contractor. install per manufacturers' recommendations. 10. PAINTING AND STAINING I APPLICATIONS: A. General: The FI%.%Shed surface shall be free from runs, drops, ridges, waves, I0p5, brush r,Iorks and variations in color, texture and finish. B. Coating ProGG55: Sufficient time shall elapse between. SUGGGSSIVG coats to permit proper drying. G. Storage, t xina and Thinning_ I) General: .,1•■•••...... At time of application, exeeeelve poht shall Show no s19n5 of hard settling, exceesivc skinning, ltvering or other deterioration. Point shall be thoroughly stirred, strained and kept at a uniform consistency drring opplicatlon. 2) Storage: The pointer shall etore oil materials and equipment in a room assigned for that purpose. Precautions shall be taken to reduce fire- hazard and the room shah be kept clean and in good condition. D. _Cleaning lip = 1) During progress of t work, do not allow: the accumulation of empty containers or other excess Items except in areas sufficiently get aside molding Bomber i411 -41, ?or that purpose. 2) Schedule all Gieaning and painting so that it and other contaiirments from the cleaning process will not Coll on wet, newly panted surfaces. LASGO PANEL PRODUCTS 3261 E. Miroloma Ave. Anohiem, GA a28G6 DIVISION 11 - FOOD SERVICE ENT: 1. FOOD SERVICE EQUIPMENT: E. Preparation of Metal Surfaces: Galvanized Metal: Glean all surfaces thoroughly with solver, until they are completely free from dirt, oil and grease. Allow To Dry Thoroughly Before Application of Point. F. Extra Paint, Contractor elaan provide one(I) quart of unopened point, stain and sealer of each color and type used in lobeled, covered cons For the Owner. place in cortons for strrage. 0. Exterior Paintln2: I) Metal: One Goat Primer 2) Cement Plaster: Painted Two (2) Coats per Schedule. 3) Conc. Blk: (inside Face of trash enclosure) One Coot Primer Two Goats Epoxy H. Interior Painting. I) Metal: Some as exterior metal. 2) Smooth Finish Cr4psum Board Wally, and Ceilings: Flot Coot Nall Primer. One Coot per Schedule, GLOSS OR EGGSHELL: One Goat Wall Primer. Two Coats per Schedule. 3) Oak Trim ('Smooth Wood) "Stained" : See also Decor Plan, Sheet All : One Coat Transparent Stain. Two Coats Clear Urethane, Satin Finish Varnish. 4) inside throats of air conditioning Supplies and returns in public areas. Spray Block to point out of view. DIVISION 10 - SPECIALTIES 1. PORTABLE FiRE EXTINGUISHERS: Conform to N.F.P.A. Pamphlets No. 10, 10A and 46 and manufactured by: ANSUL FIRE PROTECTION or equal. Refer to Kitchen Equipment Schedule, Sheet K4. ANSUL FiRE PROTECTION WORMALD l'S , INC. MARINETTE ,K WI 54I43 -2542 (115) 135 -1411 MOP HANGERS: FvrniShed by Owner, installed by the General Contractor. 3. A►iCHITECTURAL LOUVERS: Fabricated From 6063 -TS extruded aluminum, Mode! $Zl3245FF w/ bird screen. ABLE SHEET METAL PRODUCTS INC. 614 North Ford Blvd. Los Angeles, CA 40022.0664 (213) 264 -2181 A. The General Contractor's Responsibility. The General Contractor shall be reeponsibie far coordination of this work and for hoot. - of Food Service Equipment provided by others and for the instollation of certain items provided to him OS the rood Service Equipment Contractor. B. Separate Contract:_ Al) work Shoran on the Food Service Equipment Drawings (K Sheets) is For the purpose of indicating the eeneroi Gontroctor's work in relationship to the Food Service Contractor's work. The fixtures themselves will be supplied and Set in place under a Separate contract. No other work will be required of the Generoi Contractor other than that specifically required on the Architect's Drawings and the Food Service Equipment Drowtngs G. Service b Food Service Equipment Contractor: The Food Service Equipment Contractor will visit the site at rretsolly,ogreed upon times for the purpose of verifying the correctness of stub -outs For utitiitles and constructidn. In generot related to the installation of rood Service Equipment. Note. Primer may be eliminated if item Foctcru, primed. • 2. RELATED WORK DESCRIBED ELSEWHERE: A. Plumbing. Work of section "Plumbing" Includes setting of faucets cod connections to services, Interconnections of equipment: floor drains in vicinity of indirect drain outlets- faucets and trim. B. Electrical: All line switches, safety cut -outs, control panels, fuse boxes and other controls, electrical receptacles, fitting and connections, except as otherwise specified in Sectton "Electrical ". Electrical Contractor, Section "Elea ►'' ", will make Neal connection to the building From all junction boxes. DIVISION 12 • FURNISHINGS 1. FURNISHINGS: DIVISION 13 • SPECIAL CONSTRUCTION 1. SPECIAL CONSTRUCTION: DIVISION 14 - CONVEYING SYSTEMS 1. CONVEYING SYSTEM: Not Applicable. DIVISION 15 - MECHANICAL 1. PLUMBING: yr 441^41r1i3. 2. HEATING,VENTILATINC! CONDITIONING AND EXHAUST HOODS: See Mechanical Drawings. DIVISION 16 - ELECTRICAL 1. ELECTRICAL: Sec Electrical Drawings. r 'fi r:_• .. , ,,..: •._ • :..: •. :.: -.. :: r.� :�. :.r •. �,; ..boob. .,,,: a ��': .. •..• ..;'':. '�: '- ;. ..._ , • : : ;• i p IIIIJI(Il III111Ii1 1I JI IIIIIIIIIIIjIIIIIIIiIII 1I!III11,91JII,1 �,• 11 i I I �' ' I I i ' i" ali1IhIIT (I'I ,.I�IIIiit IIIIIGII 2 3 4 >� 16 THS INCH 1 0E 62 se LE 9Z GZ 4Z E2 ZZ i11111i11n 111 IIII? 1III11111111111111111ldil1iil 111I11Ili'1111hifil,1111111111! 1111 I Ir Ili I: r , 1111 _II I(IIIIIII II IIII 9 .I . 10 11 MADEN6EMAJIY 12 idOT)E: If the microfilmed document is less clear than this notice, it is due to the quality of the oriBinal document. to Oz 61. Bt IL 9t St ht CL "et • tl 01, 6 s II,IJ't.tj IIII1II111111II1i i►1liI11t !iii 1 III, I IIIII11, illi.l illillllllllllllllllllItttl ,IIiIilllill � boob.... .. . .. � ., r... ..., r . ... l.•... .2 . �... ...Ild .- .lf�- ;t .,'_�sr... r, 1 1" r ,FVfi R rr ... ...IM.RKIN,........, boob o.. , RECEIVED clT�r o TUKWILA OCT 5. 1992 0 00\1 z 0 ce U ca 5 to Ui to z CD 01/50/42 1324 422035P3.i F f ND O. FREIII STATE OF V SHIN Tr--1 0 E w c1) a CO 0) z • iy r • '.; �1 r.'e•1'Y�4iM. hid f s, uti • • s' T f.s .r+"aE"l+Y:Ott'1YeVNO;ia ;grow ..4-av :< +w. ts { NI� VICINITY MAP R tt c °I{ Itff. l -ft <+t ft . i t f�tvl Rs►� "!" EA L e t l f3#tu &:er dui Cotillty of King, Stott of vrasrington. A r • CC LEGAL DESCR1PTIPN That 4marcilut :y! d•ar St,ost,a, roster Lt :rat i la;sn No. 39 in Sectiaat 16, Totriisttfip a Nora. Ratio* 4 East, W,M., in ling County, Washington. descritiad se fvtsowa: COMMENCING at at point yltfcch Bears North 40° 01' 4S" Meat. 820.15 feet frptrt • monument at flan point of intersection of a cuFv' 0;1 tha cantoine of tftgt t)uwattdatl•Rooten JIuROtiun flood said point ea inter(iec$ on iaolo ep: oxityatt.ty ..000 fact Cast anti 20 fast South of that guano CO MO( InIrtdmen 6ec0003 14 and 15, said Township 23; THENCE North 49° 24' 00' West. 03::, 00 tent on • brie parallel to sod 150 feet fl'orttieeeterly of the centerline of rigid tluwe ish•lient,afl .Jut•ctivn is +,ail, top point 0410 bows t4ei to a1. 411' 15• Emit, i 95.17 fast from the point of a Curve on -t,a corrterlin* of said OttwornIsh•ftantOn JunctIOn Rotted, said point of curve being epprox,meteil, 1,200 taut Borth and 440 foot Woo of the gua;ter cornet between 'said Sections 14 and 15; 'THENCE South 40° 36' 06" West. 20 at to the f'sorthaaxte4y margin of the right•of•way of the Puget rflQund tleciric Railway: ,THENCE North 40° 24' West, along said littht -of. way, 378,29 toot to the TRUE POINT OF f EGINNING; ;THENCE North 40° 38' t:ast, 150 feet; 'THENCE South 49° 24' East, a distance of 182.29 heel; THENCE South 4C 35' West,' 150 feet; IT'Ftl'ivt;E North 48° 24" West, 1(i2.29 feat to the TRUE POINT OF BEGINNING, i A non•sxclusive easement for Ingress anti egress over the following described property: 'That portion of the Stephen F1:. hi.' Donation Claim No 38, in Suction 13, Township 23 North, Raw 4 East, W.M., ih KIN Cotoity, I,Vast,ir,{ttun described se foNOws: COMMENCING of a poiftt which boats thuds 40° 01' 05" West, 920.16 foot from Y MOntament M the point of intersection of 4 curve on the centerline of the Duwemfsh- Banton Junction Road, Se&$ tyoint of Inters: 1400n being approximately 1,000 feet East curt! 20 foot South of the quanta( r,Orttar between Sections 14 and 16, said Township 23: THENCE North 49° 24' 00" West. 835.00 feet on a line parallel to and 150 feet NorU tee illy of the ceriterfaso of said Duwaarruah•Renton Junction Road, to a point which beam North 81° 44' 16' East, :199.17 feet from the point at curvo on the renterl:no of said Duwamitih•ffentoa Jtstrtion Road, Raid ;point of curve betng approACmatoiy 1,200 feat North and 440 free; Wsst et the quarter corner between =smite Sgt:tione 14 and 15; . fl II=NCE South 40 313' 00" West, 20 toot to the Northeasterly margin of the 60M of the Puget Sound Elpf.ulc Rstlw :y; 1THE 4CE North 49° 24' West, alctl4 said right. of- way, 408.29 feet tit the TRUE POINT OF BEGINNiNG; 'THENCE North 40° 36' East; 180 feet; THENCE South 49° 24' East, a distance of 212.29 f &et iT1.1FNcE South 49 36' .West, 30 feet; iT North 49° 24' West, 162 :29 foot, THENCE South 40° 36' West, 150 feet to said Puget Sound Electric Rail1NRy 60M-of-way; t t� `rttl ■n■ pNce North 49° 24'. \Vert, 313.00 Not to the TRUE POINT OF bEG1NI'4 O, A' non- #xcluslve erreement for ingress end egress over the following dgspribt progeny: That po on of'u s Stephan Fuser ru4bt,tk, Clain No. 38, ip the Nofttlstiel M the of Section, 1S,' 'Towe1g4tip 23 Notth,:Range •1 East, W M.,.King County, Waiahinoton. MOO isf,filr4flarttr daaeurilted, ea I � tXttiw$: COMMENCING xt a point which befits North 40° 01' 06' West, 020.16 Refit ffot t 0 IThfbt oteM at'tti9 poitlt of- lnterseCtno Of a curve an the centerline of the Dowit04611•RentOR Ju dies 3 , q ;hf pmt of bostip approairraatuiy 1,000 test East end 20 fleet South of 04 quarter corner between aorta 14 1104 16; township 23 Notth, Range 4 Easf, W,P4, Xng Cotuity, Waettingtrttf; T14I410!~ North 490 24' IN)" West, on a lira 150 :00 feet distant from end part 1161 with 111*.uenterlirie of saj:,.RUUW11J)5 -fi4ntort Junction Road, ;E distance Of $36.00 fait to 4•00/4 be . f$orth 81 44' 1 S" f;a 4 19$..17fes t from H monument at the to I of a *ye on the conliriln0 of sold E Wercti'th•' .fienton Junction Road, t:aitf end Of cove being agpro4metoly 1,200 fes)t Notstr.nd 440.4** Vint of the duitotOr center between said Stct.:iie+ts i 4 and-lb; • 'V 3 MCE North 45° 24' We a dlstetic'y of 40,06 feet: Tf1EI4Cc North 40, 30' East: a distance; 01'602 :1o'feeti (PONCE North 49'° 24' wear, a 041anc3 wt 31(4.Z tart: ITf4ENCg small 40° 34 av 1, a distar,ca of 562.10 foots ENCE North 460'24', 52.08 fart; t E WCE ; Sottth 400 Sir West, 100.00 fastto tea northeasterly morphof•th doitt way , st*i$ Pu9i)t 00 ktfit;tra6,tT47 y; 4T Nfyr*h 4A °'24' Wert, 'along sbid ma gm of chi tight-of a t isiono of 3 fnat 1'0 the rtfst4 pbait of begFsi►inei tTI *NCE South 40 35' , Nest, 100_ €out; FT'11ENCE.. South 410 24'; East; 4,0.00 feat, INENCE NtirthAt 36' East i00.CO t to 016 northeasterly margin ttf tf .' tI of -way of she'Ptget ' SOttr SIattrie Railway; 1Fl E N CO North 00:24' West, ;;rung satt1 rttacyu, 40:00 felt to the trot point Of Dt+grnn&'f0. A1.1, SFTUATE't n the Catxdy of :ci,tg, Stet,? of WashInotuo. t '•t t• ,. ' 0:0411 yiotti Of'ltte.Stephe+s r=tttar Ut,tIJttvn (dim No. 38 in the Nottle�tat 5 icr er of Section' lb, Tliir+rnatiir) 23 North, Hanle .4 Fa ',1. rf., in Kin() Counti, Washingttui dgsot'a cc Bows: • 't'OMtAi• NCING et it point 'which hears: North 40° 01 West 920.15 lift tr;'n a taint Igotml et t :ptat'of lot section of a curvo na centx,line of Ws* D"uwarnibh -Renwn Jinx; (Rood, gelid p ois e ol` ntel's0 io11•beiJ g apprfixitn< loilt .1.O00 fact East find 20 five; South of The t *fct coifyltr bezwee l '' 4 � ti; T r•�cri�`ai .3 A< itil' ;lacttat:ts 1 and n s< V. 7 Noah, Harlots 4 fast, VV:i41., hi b:Ir►S'CQst►TY, +,Vefa#tir>Q4 , ;THENCt'lNOrth.49° 24' 60' Wst.t fiat a'tit,o 180.010 foal 04t104 from *Id R8011141.' 4th tae gCflt$d'41e 10f ttni fats! t'Susvi001$0- fronton .Junction Road, said end of G4r a boring ApPre?isfroete feet N9►8 fault 440 feat Wes! tit the 4040*er'cornr: 1;etwaen WO Satatlons 14 Arad 101 'THENCE $>ruth 4O 36 00' West 20 (set to the- Northeasterly mcr09 1 Rile of t3eattte's ;trrAS9ttlttt tilt brai : night +ot -wayi '`rHE'fdGE-Nlh+tthc4a° 24' Ott" woe f , atOng said Northeasterly t'riergin 188.O8.fet To d.* Plug POINT Of tT't EEC CONTINUING North 40° 24 00 West 172.20 feet; TJ4 ;NCE 4"✓,ritth. 40 36' 00• Wept 8000 tacit, T14tM , $outs 48° 24'. O0` East :t 72.23 feat; • ; THENCE NOrlh40° 36' 00' Esct x 80, 00 feet to tt.411AUF. POI NiTOF WINNING. ICtrttt 16.6061 S(1t } fee;}. vttw r 1.40 % ,\ *4 W EN • 1. t a. 6 1, ., ww�r�sMn<' R.. 4].! N ""T•.�..!R...e..rr...M1w�.s�psw, t o . 9 . - Ck, P C1T OF .T `4, ;K.... 16 .4 W 43T'R 40 PFu1SEt) PER ITY .OF' 1' KW 0 • R •.., w...- ... ,t- •..r.+rGr...rYYiiy C • SRNWARY SEWER NOTES MAT EftiALf3 vox 06 II1 AC VIA Tt1R ' TAKOARD . et U O a JC W Z K K $ T A 1i0i7f�f Atll ttilfi!ltC yVQ 1 1fiiNIi ti!k3TON STATE Crt{APII, 1000 T . ST`NER WITH THE : O CITY OF TUKWILA 1140IN Eli$'il O f TMOAW AN A 'OYRD f ;OPV OF 'THE ,S1 FLANS MOT ME ON104T6 WHIBTrarl GQNSTNtICTION l!T t• IT . 01 m* $ RUESPONSiBILITY OF THE GrDi9TRAOTO0 TO WAIN STOW QT 'R 't eaaATt ?f3 t''tEWfd1T$� PRIOR To ANY {s# IV l 4 Ca Y . 1tt�'il' 4. PRO TO 44NY QNSTRUCTfOhl ACTIVITY. nil coy OP TUI NIi,A INONE W4O ABINIf6.w f#0.108tH MUST BE cONTAMO rOil A PRICONSTRMON F4seTtNO. e. AU. l+QCATfitt!NS or Exits 1!'iG MUMS 11HOWf3 MASON NAYS SVEN ,tiTik94.1SRED 0V f ItJavP QR QSTAINEO FROM AV##S.Atl',e Q7 iet to 4PrAO,QMATe ONLY AN0 h'OT NECES$+ .Y f'f IS THE SOLE OF THE CONIT ACTfofI To imErttrouSaflLY Won Tti CCU ( OF ;POTIONS ) N� WI44;I MAY QE AMMO ifY SMIINtATION O F 1'ti td• THE CONTRACTOR 131141. CONTACT Th t 1101110 f QCATI4;ON * W0042 PRIOR ' TO C. OWNER OR HIS 1-fAT'M $HALL t E IMMEDIATELY Co IS A NR•ICT 0100A. 0. T M Y qt.0 SYSTEM e4044 c ACt 'It 7p T TP A►t4Atiovt o �I I €KE tit 14'fit cfTV OF Tt� a c$,T de4T. ANY APf lVtil3 PLASS W9111E041 W4SITTEK 0 F M THE TAY sow t S >r..v.tt. 1 E 644.1.4O OAF A'f nig POTINO Yam* Iota 4T (M nitt WaaataTt 1406,_ 3S ,�. f 7/0, c -EANEED< #,Ar mo AC `t.ft T5f) a no ci ! Of �.,� a A47r C7lNSMOcT os4 IEST fNtAti, IMAIMOVV4 MOM INXIST*99#1400 WEAL flfl A, ALL POPE 1 • 49' MAIIIHOVB S ALA, 4IS CONEITIAXTOR FER Y4O T /APWA WOW* I MA,,d &-23A; wtT1'I E0004 ccs* $ANHOIESEMAU. HAYS *MINIMUM DREW OP 0.10 *ETINEEN .ftVat$TS. C. All MANHOLES NOT IN PAVE ARMS SHALL HAVE IAKIELF00 0. • f1 +li flab es 141E RE8P01461813,111 OF THE cONTRA4TNf1 s>7 ARMtt$T TQPs TO MACH F0441. WM A$1T 4t V T M40 OFOUNo ELEV ATlw4 04 LANDSCAPED AREAS. 9. Otis PIM 000 040, AND TRENCH COMFACIIONf A, AIA SEWER PION SHALL F]E Ot'fifE OF The FOU AS tt*SIO BAT 400 1, P.V.C. CONFORMING TO A :S.T.M. $4034, SOS 30, DucT1t,4 C:.ASff S0, CONFORMING TO A•W,W 0111. $: PipQ MAY sL ANY Of THE %+.fiQVS PftOVID P tt. 11001 INQ OE A,P,W:A. TYPE 'F WITH MATERIAL. CONFORMING TO SECTION 4.30 7A421. t3 . Tamps i 0AiCKfilL SHALL QE COMPACTED TO WARM R� pMi� 1 �i PRY OPTIMUM Etiit4 TY PER A.S.T.M Di D- 46E7.70 IMODtPt MOTOR) R) P 1$ TO TESTING SEWER WES FOR ACCEPTAMCE• to. t tR t8: 4161 Skratto $ Mt. 00 6' M$11MUM DIAMETER AT 3,016 MORMON SLOPE. SIDS IffPOW &H MI Pe TE$T00 FOf ! . AST TN! . THE MAIN UNE °'k"V1+ I IS TESTED: IF ilOT�TEEIT D'M ,: FROVID1 TOES A'r Sitofl /11.41-01MAIN GQ wE CT1t.1 NS. WING MET I:A're11 THAN 10 UNIT IAA OS ItaMt9 ST ONE OF 744¢ 1, 9040 6' OIAMETEt+ €t ' ose CONNI4CTfiP TQ TRI OY'11TA (OArto TEES OR INTO MANI101 , S*I4 tb`. fti�+MeTEtT $EAVIC,.E WfTff 0,4A 1 . Tt T TAUNt; i 4 Q MA N4 O ES 1A4:T NA1`S iu} ETh OPE A RE D P 1CT8O: C3N P ! 44d• 4,AT0 C TO SEWER - MA* SHAM. MA E Wlti4 A I nig on • YIfE. O'N tP D.PN tlf4 N (QPiOU 413WAT et, .w :A STANQARO SPECiFI i I1t $$< s tod8f1$' 1 UNDER WATER IATIUN T4 OF TNI: ' Y 3. •= 'IT`4 'f'TA$ QN TttE WATIR AT k1 MN o . S , SHALL NOT Of PERMITTED WITHIN 10 PEST OF T1t1 1FRING LANE OF ANY Maritkffiy Of %.' . PIpE. 14. MICA Tp QCCUNA11CY1 THE P VELOP R SHALL 014ANT ID' lore sikiiiTARY : b6 V R ws a l$ 743 TijE'CITY OF TLIK fN.A• SNAP. SE Pf(QViQED AT THE Ref fT- OF•YMY LINE fpflOTRIALS ENTERING THE MSS; FIKRi1 OP -WA'y. WikTO,R..140Tgp. AU? MATE tA1t MINI. SE .IN'ACCORDANGE WITH THS •8TANOI tp TIOt FOR ROAD: SR1�E, AND MUH4 tAi, CUNf$TPAI )QN,'1 WA HI& TON 07,1i } 1 J 'rME � H a T , � ,y . 9F � , i � 1 fl ,01VA .l g ,',.- ,._ � � r e, , �y�y R 8 1 WASt ION TAT . C•HAf N, 146 +l 15Tl T VE r1 tit 'fi ts€ CITY QF fiUICW ~ � AI e41 .. IP V$P co v of THESE PLAN'S MOOT R Ali AITE: , AN Ft Y� 4QtisTttUCT:CHH it9 �?R l, t?tti< T,f 7f, .`rr ?' 7► T T Q PTt!�'ET U T H 1 03 , 0 REtAXtP P pltltlbl TQ,iff b 4110 TO Et vIiY'IN CITY = : AY: T APIY O,O,'tSTWJCt1Ot4 AG?l4VffY _Tt4 Off, T VtA},A tsg. l iteg .T 1433 , toot MUSt• UOt�ItA d !soli. Twat OF EXf9TH Q 41rg.aTJOS p FIER6ON144 cirrAommo BY t(EY OR nt*TAET•a0P Fnp44 AMBLE 4 T El�E 8 r mg E T A14T � � � � C Q Y'V T4iff 'fY � aO�iA t O APPROXIMATE t� a';tll NO 11 1,Y 11,00; irr r4 Iii ; Ou a' Y OF t.OSATlCti SHOWN, A 11D •fo FURTHES DMPQY R Atift A ARY OTt4ER 01Qv.AH affIEDN WHICli,ir AV 0 A • 0 . . MEINIATIOf. OF, , ,. r'HE CONTRACTOR OfIAU, CONTACT TII IL K • •' _ LOCATION +tag 11+$0 PROM ' TO . CON. bTRUCT N• . 'ilk `.VW'r • fire a s TAY1lVE 0 044. BE IMME111ATEtY Ct T94CT ICA,t,I AM iR.ICY EX IST$.: , , 4. *0 _WARM priArdtalmotirioN mil l'iiittie rY, QF Tib Mom 1 IN Tr(WI �ITft Tip Trig WOO f 1W.4u AP R4aVAtS'PROM 446 PROPER AGENCY. ttaczp T4 EXISTING FACILITIES $01l41 b 62ALIi VI TtI OONSTRO TIoN SB Fib}. N0 fEctcf4s & 00 AM,t.UW t Tti '1;IilK NOW WATell mAINIS RAVI i'iiEl3SU RE" AN4 PURITY MTS. • A) Qt M$N1MUM PIPE COVER AY MANHOLES SHAD. RE 60) Ff{ T AND 5.0 FEET QEFWEEN RUNS, PIPE JOINTS MUST BE,QF T'I RAM, MA1'gegAil, A,tlti WHERE A PIPE MATERIAL 1$ 00E001C4t.Y SWAY 4 ON THE FLAN, THAT MATERIAL 1.0./ST 04 USED. CA TO% 4t iPAN E 1=a: , 1011 !EDITION.' lIfE SHALL Of LAID AT Iv A, L$ T 46 'tf tsx> TOW 11111111111 11111 III 0 le ms NCH 1 • • • Dr WI-I SISTA S STALL' S1 NSTA INBTA# 1..t - 2 .: 13I'►bf. „C +. r ti• .c Srr'tft RE C. 1'1'1'11 111111111 1111111111111 1� 2 3 4 Il 20' • f, N t: INSTALL'. C.O. ASS;'; RSafw177) LE. •' 14.56 r •� : t2 3 CI 1' 111' I 1 1 111111 11 I 5 6 f• - . • 6 RY 36 0 ., S. • e 'EK• +/• `•Y.'N -Jw Cccf ; •..�:' . Il t .•�VC.�w fr, .. ,... Tee _yr PROPOSED JACK —IN-- THE -80X 11114TAURANT F.F. .3 •f . C, T'S 11 I •I lit INSTALL C.O. ASSY. REA a 17.2+ LE. 14.76 SLOG. I.E. a 14.8 WIELD VERIFY) 38 LF 6' PV I SOR3b08.13 NSTAI.. t ASSY. ;a a b : fi , .SAP'° • . • K. P. • NOTE; .., iL the microfilmed document is less clear than this notice, it is due to the quality of the original document. 4 n t ; tO L .. �. rti.r fix' • T $' cutOLE r s; u. ' I , I ' I 7 8 1t1 .w. it S, ' 4 ' r fy .= ..r..�...,,.;i'Gy...* :: .. ( ',ir y,.? . hi4444.: • oc 6Z 8G LZ 9Z 5Z _7Z CZ ZZ iZ Oz 61 81 Ll 91 5t hl Et Zt l 01, G 6 L I 9 IIIIIIilll,ii i1!ili�11 '1 � 41) ilit11111 ii 1, 11111111111111111111111111il11 111111 (1 111111 1iilf 111111 11161111111ii ►n111111111111111)11i 111111 I 1111l11111l � r ...v ; . yn• t ,'ii, d n,-{$ ✓".'�rd .t`s ^. jC ; r� ..: h v�ts'6 0 "' 4' (6 x*: t;•y4 ,.. a 1 4 , ,4 `, ,4 12.7;3'. , +' w Sea r --+• -•• } a ' X, PO KR VA JO' F O REMAIN r FK PP • • 31 LF, 11111.11111111111111111111111111111 111111111 11111 4 4 • ere • ittt • rtt '91 unsp.po; C 42 416 YELI-OW SKIP STRIPE • TO EAST LASTS OF PEVELOPME BE RE VEID, EXISTING — TO CE WITH p WATER DE A T TS UTILITY SITE PLAN sk EX. CB 11,1 4 19.47 WATER NOTES pcoto.) s aC* 9 1 l c , It WATF.11 MAIN PIPE, BEDDIN 01, AND PAENCH COMPACTION: A. AU. VVATIOI MAIN PWE 10 OE CEMENT LINED. CLASS 52 DLICTILE IRON, tATest REVISION. CEMENT MORTAR 1.1APNG AND SEAL COATING SHAH. PIPE JOINTS To OE NJOHED.ON, NIECHAflICAL OR FLANGE: JOINTS. AU, WATER MAIN PIPS FriTING4 70 at CEMENT LINED; CLASS 250 CAST IRON. CONFORMING TO A.N.S.1. A-21.1B AND A n UR LATEST PELNSION. - ALL WATER MAIN PIPE BEDDING TO BE A.P.W.A CIASS AIL WATER MAIN ;WENT CONCRETE THRUST BLQC,KS TO CONFORM - $0 STANDARD 06TABA SHOWN ON THE PLANS. po, %%TOR MAIN TRENCH BACKERA, SHALL RE COMpACTE0 TO NatoMum t+215 DRY OPIIIVIDMPONSITY PER <.* 0-155740 tt000mED cum' PRIOR TO l'ESTIND WATER MIUNSFOR ACCEPTANCE. At4 WATER migiimpEttr AND SMALLER TO MAIAITAIN MINIMIJM COVEN AT 36 INCHES MEOW FINISHED GRA06; WHERE UTILITY CONFLICTI OCCUR, VMTE'N MAINS ARE r0 OE LoW0a0o TO CLEAR, X. SIGNAL INTERURBAN AVENUE SOUTH POST HYDRANT OR HOT WATER SUPPLY. SEE ARCHITECTURAL • EX. / TRASH ENCLOSURE FLOOR DRAIN RIM a 16.4 EX, CB N 20.47 10. ALL WATER IsiAINS SHALL BE PRESSVHE TESTED AND OISINFECTE0 IN ACCORPAKE WITH THE SPECIFICA,TIONS Or THE WASHINGTON STATE HEALTH DSPARTNIENT AND CITY OF TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL SE DONE IN THE PRESENCE OF, AND UNDER THE SUPERVISION Or. THE CITY ENGINEER AND/OR HIS 11. CONTRACTOR TO PROViDE PLUGS AND/OR TEMPORARY 04.0W-OFF ASSEMBLIES FOR TESTING ANO PURITY ACCEPTANCE PRIoft TO FINAL TIE IN. 12, FIRE HYDRANTS: A. Al L TIRE HYORANTS SHALL CoNt-oitm TO THE CITY OE TUXw1LA STANDARD PLAN 0, AU, FIRE HYDRANT PORTS SHALL FACE PERPENDICIKAR TO CURB AND TOWARD DRIVEWAY AS'SHOWN ON THE PLANS. 13. DOMESTIC WATER SERVICES; A. ALL DOPsiESTIC wATER SERVICE Lingo TO BE TYPE *K" COPPER, STANDARD GALvANIZEO, STEEL PIPE, OR PvC PIPE, SERVIOE CONNECTIONS SHALL DE 11.1 AcconoMqe wtrtt dire OF TUKWILA STANDARD PLAN NO. 201 Oft NO. 203 (DOODLE STRAPS AND CORPORATION STOPS'. O. METER Eton3 TONE INSTALLED OY THE CONITIACTOTt. METERS TO tlf INSTALLED BY THE CITY OP TUKWILA. S 14. BUILDINGS SHALL NOT SE PERMtTTEE) WITHIN 10 FEET OF THE SPRING LINE OF ANY WATER MAIN.; IS. ALL WATEP: MAINS NOT IN PUBLIC RIGHT-OE-WAY REWIRE 10 FOOT WIOE EASEMENTS TO THE CITY OF TUstYirtl.A. 19. ALI, FITTINGS SflAtt SS ;AST IfkON OR DUCTILE, WITH FLANGED OR MECHANICAL JOINT CONNECTION, AND SE THE SAME THICKNESS CLABS AS THE PIPE WED. 17. LIVE TAPS TO Of COORDINATED WITH CM AT LEAST 48 HOURS PPAOR TO 18. AM. PIK FITTINGS TO SE LisTeo AND LABELED LI.S. FOR HRE SERVICE; INSTAtiED„ TtC AND F1.1181160 AS SPEartE0 0% NAPA STANDARDS NO, 13 AND Ng. 24: PROVIDED TO WASHINGTON SURVEYING RATING OLITISAU AND THE CITY OE o'• X. CUR6 NGUTTER 0 BE REMOVED ITYP.1 INS lo 100' , ALLON DOUBLE BAFFLE EITERCEPTOR TANK IRISLOS LID ASSY. TO 411. AASHI 0 TRAFFIC RA ED, DRAWINGS TO CITY OF TUKW1..A FOR APRIOVAL F T LAE FROJECT. LINE SHAL BE PLUGGED GUARD POSTS EX. TELEPHONE BOOTHS EX. TELEPHONE J-BOX " LIJIANAIRE ADJ. 1144 AS RE.OL.ARED EX. SS 1.414 00 a 17,45 ftlkf is 16.3* DATUM: NOVO BASIS OF 8SARING: PROPOSED STORM DRAWEE - PROPOSED ASPHALT PAVEMENT DOSING WM= PROPOSED WAIT* FUTURg 84'14A, IRV LINE TO SE FUTURE TIME. PROPOSED SANITARY 1TEIII'ER APPROVED PER PUBLIC WORKS LETTER DATED //I 0 BENCHMARK; FEW Rood Insuronve Study Romance Mark 324 Elev. w 24.48 iste 2 0 CONTRACTOR SHALL CONSTRUCT WSJ- USEQ TO *EcT FLOW TO SOUTHWEST goRtos faS Nosth 49° 24' 00" Wait along eta centerline of lotenublin AW0108, from Record ot Sutvey rocorde3 in Volume 62 of Sutvavs at paoa 114, under Reoordirto No. SO11179002. Lei 0 <5 RIA `vI CI �1 ry MAP LEGAL DESCRIPTION 110 NC F . • I r' r i. 12 0 h- r , 1. lS,threster, margin of the right of way of the Roger ( i ( ■1 1 r , l e e t. II11t I, t I NU 1 I s I, 79 ■■ (Mir P01E11 OE REG[11mm; PA 1111 NCF IJr,th 40• 7t :)''..p ct 83500 top! n parallel to and 150 feet Northeasterly of the ,,„r„1 nr c,o ,r hno m•t •••ir , n•.iv t.700 h.•1 Nnrd, and 440 feet West of the quarter corner between 110 Ur'[ S,:,111 11111NCT No01. 40" 74 THT NET Ne,th 4 TI C 1' INNNC( F MINCE N f 4 dD 4 15 East, 192 1 t h , .0, 40 tent S. I UENCI. North 44 OEGIN NIN G. THENCE C(:rI 11:: VI':: MINCE South I •r , I•• ilteNCF S 1111 fir.[ r::•rth •:')' „ "1' o ' es' Punst 920 15 feet from a monument at the r. of the Dovamish Renton Junction Road. said ilomt 0 "! r. r1 (ast and 20 feet South of the quarter comer between 7. 83 Po cer on a line parallel J 150 feet Northeasterly of the Joncei..n fissd, To a point 1 1. bears North 8t a 44' 15 East of d DuwanlIsh Junction Read. sad 7no 1, ..1 th,011 and 4401eet West of the quarter cornet between 1 r r 778.29 fee, to the TRUE POINT OF BEGINNING: no44 ou, rf ‘on; 40S. 7O feet to the TRUE COIN, 1E RFt,tfINRNG 1 (.0 fret to 'hr. 14+HE POINT OF BEGINNING. g ss user the following descr:hed property ge I 1 ast. V, r: County. Washington, more par - Pouter, descried as , , s Nmd, 40 01' 05' West, 920.15 I r from a monument at the , the centerline of the Duwamish.Renton Junction Road, said port e, 1000 feet East and 20 feet South of the quarter corner between 23 Acrd!, Range 4 East, W.M.. in King County, Vfasl.W., oo a line 150.00 feet distant from and para.. with the centerline ^ Road. a distance of 835.00 feet to a point which bears North 87 urxe her. approximately 1.200 feet North and 440 feet West of s 14 „d 15: NIENCE e of Ba 00 feet THENCE No011. s Oistaoce of feet. 11. E North , d 1 310.21 feet. 11 Et CE .us - distan, of 552 10 feel. 00 1r,•r r" n,e northeasterly margin of the right of the f'IRlet , of the right of way. a distance of 30 CO feet to the rty margin of the - v -oi way of 0.e Puget • , q s-.:1 ,- •ru,., 40 00 feet to the true Pont of beg:mnnp Washington descr as fa • - - " " 01 OS' West 920•15 feet frrvn a monument at the 'Ie rr �,: ^:,�.a nl the Duwamish.Renton Junction Road, said rant of 1,000 Ir.•r Unst and 20 feet South of the quarter corner between "3 North lin• 4 East. W M in W King County, Washington: n DO feet distant from and paraJel with the centerWre inn Ord' s,id and of curve being approximately 1.200 feet Norte er Cri...e said Sections 14 and 15: lent to the Northeastedy margin of the City of Seattle's along :a„1 rJnrmeastedy margin 196 00 feet to the TRUE POINT OF 90 OO 1r 177 29 Nero_ • '!'J 00 h • t, tin• 1111.1E rOIN r OF REGtraarJG (Con.rng 15,506.1 LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE EXIST SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED CONTOURS E::fi•IHG .ONTOURS E:IKING WATER EXISTING SANITARY SEWER St1FE ARROW PROPOSED STORM DRAIN EXIST. STDRM DRAINAGE ASPHALT SWALE TOP OF CARS EEC Of CAVEMEN SURVEY DATA ..._,.- ..E FEARING t,1 yD t1 tlA f i•,;.1 tnc.r Rele•ent .. sr. GRADING & STORM DRAINAGE PLAN SCALE 1" = 20' 10% TP wiriarnenowinnt t. -•teh 44" 24' OW West Moog ttre renterhne of tnter•06an A.enue. frnm Record of Sur., .•Kyd °d ra 0l Swxe„s at page 114, tr. Pecnd,7 Na .611179007. R 1.l kl ir, nn I.E.= 14.57 021 I.E= 14.67 16,1 0 0 22% 3N51 - WIDE C n..ti LINEL eRi TRA +IUri .SWAT[ H I ° = lic S 49'24'00 LEE' {, t1i CU1:1 n a i,AL UTILITY CONFLICT NOTE: CAUTION: ThE COVTR.ACTC: SHALL PE RESPONSIBLE F. 4ER& Yr:S , LL �.ThY: E4NE'+Si;: f LIFP f+r OF ALL EMIT', UTILITIES WHIET/CR SHOW! ON THESE pi .`or 8Y N; UTILITIES AM SURVEY., THE HORIZONTAL d VERTICAL LOCANtVI fylOR TO CFXNSIRD,TICVL THIS SHTALL NCLIVE CALL.3 UTILITY LOCATE E T 800-424 -5555 AND THEN POTIOL vo ALL OF THE EXLSTPIG UTRITtiS AT LOCATK.: NE:: Urr HTY t 70 PHYSICALLY VERA, WHETHER OR NOT CONFLICTS EXIST, LOCA TJLWS OF SAD I177077ES AS SHORN PR THESE PLANKS ARE BASED UPON THE UVVERIFTEO PE6LlC 41FORMA NOV AM ARE SIJAKCT TC ,IRL4 ]101 COAiL /CTS SHOULD OCCUR, THE CORTRACTOR SHALL CrR:S(.i T PARGHAUSEN . - 0N$f L TP:G EN4E.IFFR, N;'. TO RESO WE ALL PROM Fve r• .7 -n FROPEED 1, CONSTRUCT,. 19.0 E - l�.C� -i"_I T.3 16.t TT; fi r e sik S0R 35 D.S. [rrf(TI, RIF ? 1 X 0 1792 TC 1/1 /— 1,?_. TP O 1 Z t7 ELT Wet r WXIE O I — :: I 6 17.1 TC - f 022% RIM ` 16:0 __ "_ ___ _W __ 25% w9 c4SST E T IF 12" Di. 16,2 ,- TALL._, RIM -1,4o RIM = 1600 LEA 14.04 02'1110 I.E.= 14.08 82 °WI l M LE 14.04 Q2 T LE, 14,06.-02 %) — — "t. LE, 14.4 82"Sel £- 9 14 , 08 B2 EX. CURBING— - REMOVED RF MO�D Za.S xy6= _ AY \ --- ql .,+ EX. CB RIM = 19.47 LE, = 14,27 115° CONC. WI LE, = 13.82 !15" CONC, NI 5 49' 24' 0" E 21229' EX. CB -. RIM 13.77, LE. = 12.3'3 ", WI I F I2.52 (B ONC. E) 9- CURB CtJR6 1 P Ex. aE REsPHaMO`:EO ! T C! 1 80 -" ' TO B nil 1 14.9 . Tr 5 it ,, 17 La 71.27 TC j x�- N p '17.0 if 1S.GtF 54 •T4 . 00"E {77 1182. EX. SIGNAL N -60X INTERURBAN AVENUE SOUTH Cn NTRAC TOR SHALE FIELD VEEAFy ELEVAT {ON OF F]OSTPNS WATER MAIN PRIOR TO PRUCEEOING WITH STORM LINE COTNSTRUCTtON. SH01,4D CONFLICT ')CCU., NO TIF'r CITY CF TUkWIEA. WATER DEPARTMENT AT 433 -0179. EX. SIGNAL — J -BOX EX. CB _-- RIM = 20,47 LE = 16.42 (DI WI 9% 19,0 TB 'IIJS - - "'- CB 4 TYPE PIM = 15.90 `EX. CURB TO BF RF�'�I` ✓E / - - -EX. GUARD POSTS ~ �TEX. T B00 IIIS D-. J/ � —EX TELEPHONE' .I 11, ,{ / L / " -EX. LUMINAIRE SAWCUT EX. ASI'Ifn� dl PRIOR TO REMOVAI 6� EX. SS MH RIM = 17,5 LE. = 3,42 118° CONC. N) LE, = 3.37 1)8° CONC. SI -El. TELEPHONE MH z �s 0HP - 10 �1 40 FEMA 100 YR. 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''' 1 '-- ! g' 1 . i 1 : s ig .! m g i ; ; t. -.- 3 : ::.1'" ill ll ls. 1 i 1 ! ! -- a D In i tnN ro .y � ro r 1;l; sm ro p i % w g � a, O to . D . 5 g X R1 ii 1 i R Y'� 0g 1 4. N 1 31 fg' 2 ! Y 1 i;;Igi o FI B . _ ` y . it * j i i i — 5 'i 81 -4 g �§ 4 g .1,.:.1 T ai �. — )i'2 - K � ���Q3 }y� C�i fat }y{� P _ $ Tr ? t Z lC$n :1!1;113', O 1 �7 gympi9, G A3� �� 5� " � �$ ~ o 1 1 G 3 -� � p �� �j{ !/(�2l •y 7!' T '� . O o b'''.- 1rin _ f L^ 1 , ' 1 2 : 152 !;,.. ih — i X t, 3 � 4 � k g :'- '.1 i g � iLT , ?? l 5 r -. �' ` ..I y V1 SAC• !!P• - _7 -1A • (_1 � .. I g . 1 Q ? Pit Z '1 - - Q i 7i-L' p ,. Y5 E 3 . : PIFRAI _G� F F. n 3 ,m em ! 1i. A ! 1 - _. „-17 Ili P i F— � , .$ $ gig 110 C 0 a -- i : 1; 6 i : ' !!!!1111 Ag.. (.s.,.....,....z. iih DECOR PLAN ai SCHEDULE 90 SEATS - 0 r o � c � • o 3 ' 9 H u T(7 CG 2 3 SCALE: v4' - 1 JOB NUMBER: 8481 BUILDING TYPE: 7CF90 TUKWILA. WA JUN 1 C 1993 all 111 1 1. (1� 9330 BALBOA AVENUE ISSUE DATE: 12/V92 FOODMA DRAWN BY: Ism <ER, INC. 0 * U g s9 SAN DIEGO, CA. 92123 N N N 7 n 2i N V P.M. DATE: APRIL 92 1 REVISIONS 1