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HomeMy WebLinkAboutPermit B94-0075 - KINKOS - TENANT IMPROVEMENTCERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 • „,- •,' . — THIS CERTIFICATE ISSUED'PURSIJANTTP T-IE ,REQUIREMENTS OF SECTION 307 OF THE UNIFORM BUILDING CODt'CERTIFYING THAT AT THE -TIMEOFiSSUANCETHIS STRUCTURE WAS IN COMPLIANcO4THTHE,VARIOUSYORDINANCES',0F, THt,CI,TY REGULATING BUILDING CONSTRUCTION OW:145E AND ALL APPLICABLffACITY FIRE'tODES.: FOR THEFOLLOWING: • Terint::KINKO COPY CENTER Building Addi''ess:,:412 ANDOVER P< E Suite No;,,' Perinit'NO.B940,075 ,,. ParO1 #: 022300-0045 --_,...-/A ife0ne,:stRIM INVES:TMENTS tilt. , P, ,,' ',- ' 1: ' .. " ,,,, -• • ', ''. "upanty: STORE ,/ ,.,- °coupe GroulY: B-2'-'-y.'' , .. / / e g / / 0'34"441' 0 01'04, OReTEN NToIMPROVEMENT. M A •t OccupantLded' 3 .0 Type of ,Consti!4V -HR ? omPi41 0 FI�IL THIS CER•IFICAT E -4 ,r-;, ST BE CONSPICUOUSLY P0STED-15NT E PREMISES 06/17/1994 11:53 303 -670 -9831 CASE CONSTRUCTION PAGE 02 Case Construction T H E COMMERCIAL GENERAL 5\a/t.uJ 1 A Cny OF TvreA- CONTRACTING FIRM 69Li— so3-15 (,a����0 moo,. »ev rd 72Z4 7114' 7��•d ' 73e-dux) 72 `i' t H-E/ o / OF F uza U ,p C/77 pA /''riaca, • ?L.Fo6F a.a-sE rig. Hwy re) 141 µ1 <w r' Piste OP ea,- CET/Fie-,4-r D occv 1Y -/ 7# <l 'R)/44-■ veto V c,tsE (3r)3) Goo - 6242_ RECEIVED 3 3) .550- 472. / 7 CITY OF TUKWILA JUN 17 1994 PERMIT CENTER City of 7icikwila, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0075 Type: B -BUILD Category: ACOM Address: 112 ANDOVER PK E Location: Parcel #: 02.2300 -0045 Zoning: CM Type Const: V, 1 -HR Gas /Elec: Wetlands: Water: N/A Contractor License No.: CASECCI077Q4 Status: ISSUED Issued: 04/22/1994 Expires: 10/19/1994 Suite: Type of Occupancy: STORE Slopes: N Sewer: N/A TENANT KINKO COPY CENTER 112 ANDOVER PK E, TUKWILA, WA 98188 OWNER CRIM INVESTMENTS INC. Phone: 206 223 -1820 1001 4TH AVE #2830, SEATTLE WA 98154 CONTACT AHMAD MOHAZAB Phone: 415 362 -5857 150 POST STREET #400, SAN FRANCISCO, 94108 CONTRACTOR CASE CONSTRUCTION COMPANY INC. Phone: 303 670 -8292 3512 EVERGREEN PARKWAY, EVERGREEN, CO 80439 ******************************************** * * * * * * * ** * * * * * * * * * * * * ** * * * * * * ** Permit Description: INTERIOR TENANT IMPROVEMENT. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: DETECTORS UBC Edition: 1991 Valuation: 141,637.00 Total Permit Fee: 2,088.73 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Aut --__&Q.— orized 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 does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or performance of work. I am authorized to sign for and obtain this bui /din: perms Signature: Print Name:_j1=t014_ Date: Title: 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. SEC7IO NAME OF DEVELOPMENT: DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) City of Tukwila • DEVELOPER'S P. OJECT WARRANTY REQUt ST FORM �'•:: �'::':r�::: !::'::�:: 1!' is �.:'JS �i rrel�por / author 1. 12 ANboo611� P&P kEAST -RA?1b / C-AS NAME: ADDRESS: DATE: - PERMIT NO.: . 94{ —6073 TEL. NO. (36 3) 67b- 29Z CITY/STATE/ZIP DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): e7P RoDF -roP (p'o pos. t7� Cif b V)e-t3 C o m P e 4 - 7 - 6 o CA i r oA/ v-- / V rA G c 4 T! DA/ VA G vA' (71J P e?2 s N A41 a- (ie As the owner, rir authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ ($150% of value to complete work described above) and attach supporting documentation for vjue of work. I will have this work carried out and call for a final inspection by this date: ( A / / S / -4-- ), or risk having the City use these funds to carry out the work with their own contractor or In -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to comple et" a I work listed, .hove prior to requesting Inspection and release of these funds. SIGNED/ TITLE: "F12. VTA(.449,W.M.V.W W.P."44.4 + y! ax' MMaw+ 2�'! xa' HV. S: S6:-^ y+ n+ www. �aav:! Vn• w���[ M' :awiv>n[NwawwNway.�a��wlWnaavv NW.M. [wr vwak'>aK4w•SYA++'>•aw.4,6 SIGNED: AMOUNT: ICOM O CASH CfY RECEIPT NO. THIS FUND IS AUTHOR Z D TO BE ACCEPTED. DEPARTMENT H 0 cf4 000.. (cS3 CASH EQUIVALENT aV46., DEPOSITED THIS DATE: 'N Ufa; ba RECEIVED BY: UL xa. �: r>... r....... ��m.- s. �:.••. wm: e[ a+ ccta;. m, �,.: [.�.•.v.�.:cn..� <.,xmnwx•+xci•. m- a>X[..[ <[..>x, a[o;<•.,••vr..,..,X.>n...,.>.� coin p104 b ;tlev 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: All work Identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. ciry st CHECKED B J I have reviewed the abov DATE: rk and found it acceptable and therefore ve cash assignment. authorize the relea i : • • • DEPARTMENT: /CV AUTHORIZED BY .vfN.•Y. >i�i:it •:iv:4:rF..t$O la\V3: X9[S•ibJ9W >.CJF GS: X4i0N,q ({<toM.•• ix V.[t•YJ.t[r�52•:i.4 \•:•: • [.j:.,nwwta.[uwct[ } ooihoawwxaoo [a[acaa <ow�ta['ocSitarwX<4'. c•>o:t•u MOW: a w»: • •o[oa n[[,+itua .e>zu w: v aw+ n•> wa:.: r. FC [ottuw:ctttavoW.aa>rXuw:.>:L:a:a com feted.b CASH EQUIVALENT — LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. t'pg AMOUNT: RELEASED THIS DATE: 6 RELEASED BY: , FINANCE DEPT. Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit C' -dinator, DCD Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD CITY OF TUKWIL Department of Cod siunity Development — Permit Cent64 -. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER Bci GI- 0015 PROJECT NAME SITE ADDRESS KnKoS Cep.1 C�ertkr SUITE NO NOV- - Pk f INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT: DATE 1 DA' APPROTEV.ED REQUIREMENTS / COMMENT. kr BUILDING - initial review za FP-Belt ROUTED /4740/ INIT: • FIRE lq CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: • Sprinklers FIRE DEPT. LETTER DATED: 4 Detectors INSPECTOR: 1N /A '/ ZONING: REFERENCE FILE NOS.: IBAR/LAND USE CONDITIONS? ( )Yes (J No O PUBLIC WORKS // 2/28 INIT: MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? 0753-7PrNo PUBLIC WORKS LETTER DATED: O OTHER XBUILDING - final review BUILDING OFFICIAL INIT: INIT: REVIEW COMPLETED INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? Yes O No UBC EDITION (year): AMOUNT OWING: I'�t?��J.n� ,A �i3�, -1 1�rt.( �$� . CONTACTED ���� � --��C� nn ~L�'� ���a� � , BY: ,....4.4.6 (init.) BY: (init.) DATE NOTIFIED LIr- 1 2nd NOTIFICATION 3RD NOTIFICATION BY: init. 01 108193 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE AMOUNT RCPT # DATE OTHER: TOTAL SITE ADDRESS SUITE # i 12_ A-ndo e ( Pc,rk- E. VALUE OF CONSTRUCTION - $ /0 0 1 000 ASSESSOR ACCOUNT # b 2 �- 3 oa -- o o 5 _ PROJECT NAME/TENANT %-i N K -o S C vQ y G- ( 2 . , TYPE OF 0 New Building [Addition Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other. DESCRIBE WORK TO BE DONE: Iv. --n cry A-1- 1 l''12ibrv�- ,,tic.-+ _ 1 s -f- D.e S 1� -fa 0 pv b 1 r' S Iti. BUILDING USE (office, warehouse, etc.) P-Crei /o ji,' ciz E2 r ✓ I. cgs (CD1-0 NATURE OF BUSINESS: Savne� WILL THERE BE A CHANGE IN USE? y No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: / 7. 5..2 Li. Tenant Space: 17 S-2i. Area of Construction: 1 1-- S aLi WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ps No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S.rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER C. R1 M I , v / e s-I-r, ¢ #-s l o, PHONE-2 06 / 2 23 _ /gaaD ADDRESS 170?) 301 $ Z 4 ff2 ^/A ZIP ? 8./ o 3- o fs' CONTRACTOR 7 , �y j� -44 44.1., '`"� PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Te_ c.+0,. ,}- s So c ca. - PHONE ADDRESS / s-o Poo s--t- . - Lloo S�. ,y-,,., C.4...4 ra C4-- ZIP c / ocpe I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS 'APPLICATION AND KNOW.THE SAME T BE TRUE AND. CORRECT, AND .I AM AUTHORIZED :TO`:APPLY FOR•THIS'PERMIT DATE a- 25- / 9)y. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE A PRINT NAME 1,4e4‘._ r4 h mad H o 1►ct 2.a.6 ADDRESS Sc t_, 4 �oi„zt e Rd-. 4,ovr_ PHONE L1l S/,31,2 - SSSZ. CITY/ZIP CONTACT PERSON /Omit_ APPLICATION SU BMITTAL 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/engtneer, 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. PHONE DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 10/22/03 L SUBMITTAL CHECKLIST COMMERCIAL : COMMERCIAL TENANT IMPROVEMENTS I „ Iotod . . d' ermit application (one for each stru NEW COMMERCIAL BUILDINGS/ADDITIONS ing Completed building permit application (onii.for.each structure or I— Assessor Account Number.. : • Two sots (2) O1 the folloWirlg: (2) . . . . ...• . : . . ••• • •- .„.....• . • „••• ••. •. •. • •••• ....... • . . "•":: •-• •-••-"."" :Site plan • Specifications .:••••• . ::...::::LOcation'of tenant sPaCe..::•:,::::::::::•:.::„.,:...„::,...„,.::,::„.•..:„.,:,..,...,:.•:,....:.::,...:•,.:..,:;::.:::•..1.:,......,:i.i.....:.:•,.:::..:.:.:..::::::,•::::.,-...::,.::::,.:,.:,.....:..........,....:,:!..:....:...,,„.......,:.,.................,. ri Structural calCulatieni.staMPed,by1:.a.VVashirigten State liCensed..".,..,,:•,•,:: I •• ::•.:1■. . Existirig.and.proposed.Par . „...,,..„.„........... •••....., use) . engineer:::...•:.:,.••,•.:„•:..H,..:, ,...:,....., ..„ .. • . •.::••1••••:;LandScape'Olan (1f.:IiPplicable,•14!;;;:chaP8P.:,,.::),:::::::::::.::::::::.:::::p.,:.::::.:•:,..•.: Soils repo. r t. s t• a.: . . .. m .. "• pe: . . : d b. .. y..::. ,. . a Washington as h i n gt o n . . : S•••ta •• te• .:l. c.. en. .:• s e::••. d •.•: ....e, ... n ,• g:.:.l....n.; e..•.• e - .. ,•r • .,. .... .• O::•ve...: . r.a.. l.l b• i• irl. i ng • • plan Topagraphical:su Noy Tenant.locao n„ • '.,1...•:•„• . .'.':::::::::::.•..":•'.,- ::'' '.::::.••:•.:•.•:•:.••••:.•':.':..:::1.1•.•..•.•i:; ..:.::•;,•,":::.",,:;:•:::•,:, •,,•': :::„.•.:,..i...,.•......:•„...:.•,..;.:., ... „.., ,: ..••,...,,,...:.:,..:•„•.:.: ,...: _ .,......., -. ,:•:■•Useof adjacent (common :wall) tenant •:..:.•;1:1;:.4.:::::.:•...,::::::::::::;•:::::::..z.:::::,::::•::::::::,.,....%...,: Energy calculatiOnS stampedbVaWashington.StateliCensed......:'.... ' •••::::::■: Overall dimensions : of building .or•qUere...,fpOta..„ ge.:"......1::,:.:"1:„.1.::::,1.::::::‘":::;•::::.....:1;:„."...:::!:"..."...,,::::::•!!:,::.: . - engineer .or architect E.:::::': .:'. ''' • ,.:...:.••:::,..;,•:::.,;.:•:."::::•••••,.:...:•,:.:•:.....:.:,:::,..::::....,,,.;:::::.:,:.:::•.....,„:„. • Floor plan of proposed Onant:pece,,;„::•;„::,:::::::,'.::;',;:.::::::..",!:.:1•'.,;.:;;:.:::*.::;:::::e...:.:.:,..•.;•::‘,..:,.„...:,,...i.::::::..::: LiLegal desCriptiO.ri:.•:„.:••••....•,..:.,....:.y......•...:. .,:.,....,....:.: ..,............. .::„... ....::,.. i: .... . : ... ....::....: . . ... .. .. ..,.. . .. .. . ... architect, which include: :•.• •::::: :: ......'.. ••••.•::"••••:•:.." ', .•:;.• .•,..: •...... :.,..:: Working draWings',StarriPed.bY a Washington State ,licensed i.,... . ••.. • • . :•... .......-.::.• ••.•:.•••‘: : ::. : . . . • ...•..- '•••••••••• • '.• ::.:.......Tenant afrace'Plan:with u.seo each '•,•-:::•• Nevi/. Walls, existing wall, and Wa4 to 00;derlipliehed..:,,••••:.•:•••:„,::::••,,.....:.:•••: ::•:Exit'dbors',;egreaa:.patterna;•••....-.•;:::::::::"::::::::•::::::•,.:::::::!•:..:',.:••:::.:::,:::".•:,,-.:::::::::::::::.....:::..:.:::::..:•.....i.:::::•:., • .......,.•,.::... . . . .•••... : . ::, . :•::•,:.:.::.:..........,:.;,...,..::.,::,...::,::::.:::::;•:.::::::::::,::•••••:::::....:: •:,.....::-... .• • ...:, .-• •:•.:.•.:::.::.:,•,,i,.••.•.::.:,::::•.......•:.-...:.:„... . :.: . . . : . . . ......::..:...; . : . -.. . ..,...:•..................,.......„ , ..•::.....:•.,Site'nlan:.:::::•::•'...ii: .;.:,.• .'•::•.::••• • •' :...;.:',1:;:.•...:::::::::'...:: .Constructionidetails.•::: .. --, . ::.:::.::::;•::.:::::::..,-..:::::••:...::,:::.,;:::::.•::...:::.:.•.:::,::,.:::::::::::::•:,,:::•:,:•.::::::,:•:::::::::•:•....,.:::..;•,.• :.•:••;::••. • .. • .:;......,.,,:,, ,..,,,,..,•,.••••....:,:..........,.:...,:::,.........•: .....,......,„:.;,.....i..:..,:.,....,..„..,:.....,......:....,.,:„:,..........:,....„:. •-•.• ': ...Architectural drawings': ,',.:. ':.." '' .:....:.':•••:•':::::.:...'::::::::••::: • '•••.:•'..CrOes.seCtioria'shaViing:wall construction and methed:of::::,':::::,:„::::::•:.,, . • Structural drawings .. -... :. .:::: .. . • . :'''•:'' attachment for floor and.ceiling.••:::::,.„.::::':,:::•::::.',::...,:':::::::::.:,,:::::::::,:::".:::•.::::::'.::::::::•:::•:.•:::::::•,: . .• • '....Mechanical drawings ..::...•.: .:-;.. • .. : . .........,,,....,•:::•:::.:••••„.•,•.„ ...•••.,..•••.,„:..,:-.::•..„.•:-...,.•::..,....,:••........• ::::„.:.,,, . ••:.::::„,:::,...,,..,,I.,•.:.::::;„::::;:„.::.:.,.:„..:.,:•::..;:::••,:•,...::.:. . • Elevations • . : : . • Civil drawings • Landscape plan . • LTCompleted utility permit application (one for entire project) • StructUral:.calcillatione starnPed by: a:Waahingion.Statklicented.:•,:::•••: engineer may be reqUired. if structural work is to:be'•dene".:2'setty::i,.:::::::::: NOTE If any utility wOrk is.tohe,:idonei.subrnkSeparate:pillitYperitilt application and plans . .. . . drawings I Six (6) sets of civil d • • NOTE: See Utility /Dorm!: application and checklist for specific utility requirements, . . RACK STORAGE Completed bUildingpermit application ElAssessor Account Number Two (2) sets of plans, which include: • Lil Building floor plan showing: • Entire space whore racks will be located • Exit doors • Dimensions of all aisles rjTenant space floor plan showing rack storage layout, aisles and NOTE: include dimensions of racks (height, width and length), aisles and exit ways on plan. : ri Structural calculations stamped by a Washington State:licensed, engineer (rack storage 8':anclover). : • • : ; :" . . ..„ . . . . . . „... • • RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS Completed building permit application (one for each structure) • .. • Completed building permit'appiiCianon:(6noint.eaCti • Assessor Account NUMber. : . • • ' I Narrative describing existing roof, :material being renio■ied, and ' material being installed. • .• .• • , NOTE: A certification letter is required pnor to final inspection and sign7 :Off of • Legal description • • • • : • .:., • ; . • :.. LiAssessor Account f\iurrIber; • : .• • Two sets (2) Of working drawings .,:which include • „.•." .• '.• Site plan (On plati,.shoiv 1;ylifrain .• •••':, •••• ; •;•Foundation plan include access to Floor plan'''. . and length of • RoOf. plan Buliding elevations (all views) • •.:. .••• :!.Structural framing' . .. . . '•: • :::". • : • ••• •-• '.•:•.: • . .. I Washington State Energy Code data . :-..;.;...-,;-...... .... ........ ,...:-;,...:........, ::::,........, ......•„, • : ..•::: .. .... ..: -..; • .. ...:...-. : • Completed .• . : ;.' ' '-.................. •••••••• !Ii....::::::::::..:.: ..:i:........:•.:•-....: :,:::;...',::: I-1 C utility permit application .. "".."...::' ' .. :: : • '..... :: ".:. ''........ 2: :: ' : : :. : . -..:•: ",,::::;:::: " ••••:::::::.-.: :. : .,....... riSix (6) sets of sito plans showing Utilities .,...........:::•:, ..,. :...:::.;.::::::,..,:.:: • . :.:'..,:,. NOTE:;:Building site plan and utility. Site plan May.be•CpinbineCl.i: utility permit application and fchecklist for:speCific submittal requirements Addtional topographical and soils inforMation may required if Unique • site 1, ... .••• • • • .... .... • • .. ANTENNA/SATELLITE DISHES Completed building permit application . • • • ••• Assessor Account Number . • ••.. • • . • • • . ;.: Two (2) sets of pians,1 which include; . Site•Plan (showing building and location of antenna/satellitaidish)':•,:•::: ri '••••• , Details antenna/satellite dish and.method.of attachment • , . . ... • Structural calculations stamped by a WashingtOn.State:liCenseci.:',.•;:.v..: ••• engineer :may be 'required RESIDENTIAL REMODELS Completed building permit appliCation:(onifor:each structure) :Assessor, AccopntNiumber,..":::::;;.:„ Two (2) set Site plan Foundation plan Fioor plan • Roof plan' ding:eleVatiOnS (all views) • Building cross secon • Structurai framing plans and 1:01. . :be:donel:Pre.ildelitillfr'perinit:# plans must be subrn,Ued • ... ••• ..... ..... • . . .. . • • • Completed bUilding'perrnit.appliCiitlOnlerie•:f6(each',..stn:i.CtUre .AeseaSOr Narrativo describing existing reol,:rnatenal..being ••••. • •••••••• . . . . ;oilalieilir01,10p(0:4diji*Y sigri .off . ........ •.• ...• :. • .......:••••.••• • • ,..." . ..... ••,••••••••••••••• •• • :. .:.• .. .. .. • .-•••••••• • •-• . ...... ...... City of 7ukwili (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW94 -0022 Issued: 05/02/1994 Status: ISSUED Approval Letter: 04/14/1994 Project Name: KINKO COPY CENTE Expires: 07/01/1994 Site Address: 112 ANDOVER PK E Location: PLANTING STRIP ADJACENT TO ANDOVER PARK EAST Parcel #: 022300 -0045 Wetlands: Water Course: Slopes:N Water Dist: N/A Sewer Dist: N/A Type: RTL No of Units: 000 Square Feet: Contractor License Number: TENANT KINKO COPY CENTER OWNER CRIM INVESTMENTS INC. Phone: 206 223 -1820 1001 4TH AVE #2830, SEATTLE WA 98154 CONTACT BUCHWALTER EMILY Phone: (206)547 -4192 **************************************,***** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Additional Description: Developer Construction Cost: 355,424.00 DEDUCT METER FOR LANDSCAPE IRRIGATION METER INFORMATION: Water Meter Size: 1.00 Quantity: 1 Work Order #: Type: DED FEES: Regular Connection: .00 Acct No: 401/388.102 Install Deposit: .00 Acct No: 401/386.520 Plan Check: .00 Acct No: 000/345.830 Inspection: .00 Acct No: 401/342.400 Turn On Fee: .00 Acct No: 401/343.405 Special Connect Fee: .00 Acct No: 401/388.101 Other Fees: .00 TOTAL FEES: .00 *********************************,************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT L AST 24 HQURS DVANCE. FOR AN INSPE ION CALL 433 -0179. Signaturee''.-'�___ n �, -� Title: Company: (� � . ( < APPROVED FOR ISSUANCE: JAP 7� Coq, Issued By: �2�c::�2 / �c.1� CI�GI� c -� G1 ,Z Authorized Per it Center Signature Date *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** sir************* * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Date: ******* * * * * * * * * * * **, * * * * * * * * * * * * * * * * ** Final Inspection Approved By: Inspector Signature Date ***•k *** */c * *k * ** *** * *:k* *** h***** *k** ****k***** ***k *k *k**** * **** CITY OF TUKWILA, WA TRANSMIT ****• kh*** k** t4• k• h• k: k/ rk• k**** A•*h k* k***** k** * **•****k*•k* *•k *;l*kk * * *k*A•** TAN "MIT Number: 94000653 Amount: 750.00 06/07/94 15:42 Permit No: B94µ0075 Type: B- -BUILD BUILDING PERMI6T /00/94 Parcel No: 022300 -0045 Site Address: 112 ANDOVER PI( E Payment Method: CHECK Notation: US DANK /CASE CON Init: DLM k********• kk*** A***A***********.*** A** ***•k* * **h * ***kA *kk* *k* *•.k ***k 'Account Code Description 000/306.908 BUILDING BOND /DEPOSIT", Total (This Payment): Total Gees: Total All Payments: Balance: 2,538.73 2,030.73 .00 Paid 75.0.00 750.00 GENERA 750.00 TOTAL 750.00 CHECK 750.00 0.00 2606A000 09:12 *******A******************************************************** CITY OF TUKWILA, WA TRANSMIT **********************k********************hA************.A*k*** TRANSMIT Number: 94000226 Amount: 415.68 02/250. (3/1c A" 13 Permit No: 894-0075 Type: 0-BUILD BUILDING PER rT Parcel No: 022300-0045 Site Address: 112 ANDOVER:PK E Payment Method: CHECK Mutation: TECTA ASSOCIATES /nit: SU). ********************************************************A4****A* Account Code, .Description „ Paid 000/345.830 PLAN CHECK:- NONRES 415.68 Total.(Thjs Payment): 415.68 Total Fees: 1,059.68 Total All Payments: 415.68 Balance: 644;00 GENERA .TOTAL CHECK CHANGE 9479A000 415.68 415.68 415.68 0.00 22:40 . .+.r.'w. , ($4 '^"^R.• n ". h* * ** **k * ** ** kA'****** A**** A* h** h* k** * *A *'k * **• ***k* **k ** * *h•k ***'A* CITY OF TUKWILA, WA TRANSMIT *************• k*************A*****h** ***A** * *k *'k * * *k * * * * *•k * ** *•k ** TRANSMIT Number: 94000464 Amount: 1,173.05 04/22/94 10 :19 Permit No 094.0075 Type: B -BUILD BUILDING PERMIT Site Parcel No: 022300-0045 S ite, Address: 112 ANDOVER PK E 04/25/94 Payment Method.: CHECK Notation: CASE CONSTRUCT Init: 81.11 ***********************k• k********* k** * *h ** ****k•k•k * *•k * *k** **•k * **k Account Code 000/322.100 000/345.830 000/386.904 Description BUILDING •- NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Total (Phis Payment): Total Fees: 2,088.73 Total All Payments: 2,088.73 Balance:s. .00 Paid 1,5.3.00 95.55 4.0 1.,,73.05 GENERA GENERA GENERA TOTAL CHECK CHANGE 1289A000, 1573.00 95.55 4.50 1673.05 1673.05 0.00 22 :17 G.: CITY OF TUKWILA Address: 112 ANDOVER PK E Suite: Tenant: KINKO'COPY CENTER Type: B-BUILD Parcel #: 022300-0045 Permit No: Status: Applied: Issued: B94-0075 ISSUED 02/25/1994 04/22/1994 *************************************k**********************41************A* Permit Conditions: 1. No changes will be made..tothepJaps,ynTestapproved by the Arch i tect and the '1.1.0041Bii-tld fii-g-D1v1t1..0gy i i ons will require a new plpICO6fill tta,1 ,aryi may, i nc 1 ude401Wona 1 plan r e v i e w fees. „.:':;: 1, 2. Plumbing p e rm.IP,:,',shall betdb, al viP,d,,Iiiipugh the ,Seatt*tpng County De 040)4n t4Of„,T*T1 e Health. P1 umO'nbW 1J1 1i4M. 3. El ectriW pet4m) t'.-''Shall be o00/1licl through 'the WiohtngtOqX State 4vis ion Of Lagor anidIndustiis and a l l '''el4"dt,nfbal \r inspected/BA6Ahet 4agency, InolIiiiing"-;a1A,ga's '0106 7\ (296-4722/...v ,,, .'k,., :.e ,,,,,,,:;,, 1,', .. . ., • ,C7ivi 0 ,I. ,.,. . I , ;, ,., work 001 be by .that agency (248-6630) 4. All litie*han.tc)31 work shOji be 'der separate permit', through the .Cirty :af,.:TukWIla , ,:•: ,;„,..:y \\.;:'.!:: 5. All4P*rmIts 4' inspectidn''rec, and approved plans'.sKa1;11 be ma ipOined,,aVal 1 abl e, at the •j81:1 site,pr4Orto the start,of- anyi-ijOnstructiOn. ZThese documents are to be maintainedy, Idi avWeble until final 11SpeCtione0OrOv,a1' Is granted. 6. Any,Ow,„cell ing 'igriCi-an'd .1 jght fl )41.reinstel 1 at i on it required to meet :.leterel..'brioing req44reMents for Seismic Zorii3 . 1 .,, 7. PartAtIon 4alls attaotle.0,',to ceiTlng07.1vioust be latereT1 , . braced tfover'',eight 'OD feet ir,,,',TpnOti..z. c. 8. Glazing Atitkazirdpus locations as tdentlf led In UBC:- Sec 5416(0) Silalj be "Safety g 1 azAng,',.., 9. An adecimatjtprink 1 er system shall be .installed throighout, this 6:01,1ding as esubstitution for 'one hour 'flr' resistivaW constrlion of the'',roof/cei 1 ing 'Asseiiibl-r-',.,' SEE CONDITIONS ATTACHED, TO APPROVED PLANS. 10. All const'r04tionto be done in conformance '''Wi th approved plans and requirements of the •Linlform ai,1 1 ding code" (1991 ,' Edition) aisOended by the Washington State Building 00e, Uniform Meche0:01 Code (1991 fll 00)4 and Washington ' State Energy Code (1991 Second Edition). 11. There shall be no occupancy buliding(s) 1 the final inspection hat-"bb0hPqTPAte.d..pyT;OkWi la Building -:;,, ..,„, m. •.,.-,. ---:.'- Inspector. 12. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 13. Val idity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 lei nk , C:Qp� Can+ o �OCYP.Q1;in (1 -\Oc) Address: I (.3A poci —ooy PKE" Date Cased: b.. 11_ Special Instnxalons: Date Wanted: j,� u/�CD (� -1� am. p.m. Requester: ,. �xry " C (A',.- Phone No.: . ,. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • D\ m0IQ &Q , j- err). 1 x(11 cn 1 t �- .V\CP-I �- J - * L_ I PC} 7'._J...:,,i. A It s WI IInspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 s Project: /J��� �ija, C� . /C ' Type of Inspection: C� �. . Address: /4,-,,a v7t... Pk.. E . I , a en :, ; / r� Special Instructions: m ecv-r- 70," /40.0/ 4-j N 9 36 — / 0 a. Date Wanted: �d 7 / �, I P.m. Requester, 1E.7 V / Ta— rr i Phone No.: a yil. (mg Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. '16;;Ta P1,24 ( /7 ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: J , KJ I40 S Type o nfl sped% t-1 N AL f& —r i71 v,cN) 1--t) (t.-- Address: j`( 2— A , P E • Date Called: v•VN• (tak..,A,,,t,,,,AG . . Spedal Instructions: Date Wanted: , /� /`t am.prr. Requester Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C. -tA Is-Rogri C. rlrn-I- "" f& —r i71 v,cN) 1--t) (t.-- (-ts;i f' Sc ttA...„'1c',J , tJ % . E WA(-.- C7k-- Petcx --- v•VN• (tak..,A,,,t,,,,AG . . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. n —1.1.4 01rt .e.0.2ei... Itle-............._,. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 894( 00/5 PERMIT NO / (206) 431 -3670 Project: Con 1 ypeo ns 1' I C, a I . re' I a Nncl o4 P r f2K E Date Called: (D._ J - q Li Special Instructions: r \A0 ()tannin -Ft no.- ROV iY A P -Q 1( n on 0 Date Wanted: f _ 3.., q1.4 1p am m. Requester. lQm LQac.h Phone No.: U a° Oqo ❑ Approved per applicable codes. % Corrections required prior to approval. COMMENTS: A- M, )) - e-4 t 5 - 4-,.4.f e i-.7 ! d c-L! lam"/ . 3) C'' 4 c--4 4.,.' 27 k1 . ice 4 _ 5e.-.‘----.�t- A-r.1 —� . i / t , ` I / L // 2 - GI Sc f-e ,T, 1 hvy A2 5) 4 .(e (:)..._ T c.S�c <4 ©ki Lf „ n a 14- a.r..c.. 4..,-J-9 A cr,k-70/ea, 4/3/ -34 7 g ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0b13 PERMIT NO. (206) 431 -3670 • r . : I r l r yvt ype o ns . : • ; Address (� /'� r . u7l6E_ Date Galled; f�i, / Special nsiructlons: `e� QQQQ Date Wanted: 6 air), , Ja. Requests . ) / 9„a Phone No. :) 3 _ 09 XApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED.. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _ r,. Awwl i.4 e1... tr `Me9strA4Yltvne.n.n,+ `..14V:.. 1441. .__a_..__:._...a01114e140r INSPECTION RECORD Retain a copy with pel mlt CITY OF TUKVVILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188, v (206) 431 -3670 . , 4 . Mk. ,4, .40 mir ype o ns : ,. ", - c r::.: ` A , 7;,/ :w4 Specal Inructions; --a , 1 am p.m. Requester. Phone No.: CA 0 2� ❑ Approved per applicable codes. Corrections required prior to approval. • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. 0 INSPECTION RECORD 0 Retain a copy with permit PERM N0. CITY OF TUKWILA BUILDING DIVISION V '6300 Southcenter Blvd., #100, Tukwila, WA 98188' (206) 431 -3670 •r... fC /I � ✓ � S ype o ns.:./ r Address: 7 hi p� Date Calved: , s.. - , - PI-A nl . Special-instructions: 5 A- / fji/' Date Wanted: r� "�, Requester. Phone No.: k lc Ito LAvw 5T74tc ti-c.. ® Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . - MI- 11-1 i 0 f fV IC rt.c) /.04 m5. p.it , - PI-A nl . ■ f►ll. — k lc Ito LAvw 5T74tc ti-c.. //off) to N r,i 0 € S A /L AP (42-o .Ai-0- • / nspector: ?—s/e?/ ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be/ /paid at - 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: O INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ii k'') .1.-). (pAi le= YPe ° ns tc-0-4-yu.14 Dateajleci: 5—ao—ci-- ) Special Instruct : Date Wanted: - 4 p.m. Requester. —r— . 1 D rr) PhoneNo.: E.) Approved per applicable codes. Corrections required prior to approval. COMMENTS: —v vrr APP(LNA4-9 #J-1-14.- a I,- ) O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 0. 1. '.441-.45,4,-.4.au0S1/4 rIONWSk0430+ INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 /. • r� �M. I awli i�l� /jam /�� �j n%I� 4 �� �L. .y • o n. I • ��. ,. �1 HMO 1 /•) ,I1' I: e ::�; �f �' 1¢ pedal I ructions: • Date Want — ;— O4'. ..m. Requester. / ' riyy.) 1.'a n Phone Nof �— — <--�} t� Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /tQ tiLoctc.f AL-&, ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paki at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Pi K U C IXiK -i Y Type of InspedioM A. sj (All c:� M- � PK , Date: 4 - a5 - q pedal Instnons: Date Wanted i _ �t —. .'L� _ �`t' am. Requester �YY-1 Rhone No.: t( - '- (A D-0 Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. MSc- ce7L— >1-0/ l i1424- 4 /.fee y 6 416 y7e—e%i'Ll ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: rl' . _ _W .... _ It4i;etCi4 tr, J' %'>iT It "_k1. :R!u.� _ e . .�, • !�*armYvdrt»..,n.r.n City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. a2000.5.- Project NameAL/< c5 Address /12 AIA.3.6/‘1,t. F ~f pI_ Suite # Retain current inspection schedule >( Needs shift inspection Approved without correction notice ?c Approved with correction notice issued Sprinklers: Fire Alarm: Y Hood & Duct: Halon: Monitor: Pre -Fire: Permits: tyA Authorized Signature FINALAPP.FRM ...\// tic ...?/2W Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax: (206) 575.4439 Ellisport Engineering, FILE COPY I understand that tho Plan Check copralle10 ere subject to errors and omissions and c.oprow.1 of piano does net authorize the violation of cny adopted code or ordinance. Receipt of contractor's copy of approved plans admowledged. By Date Pent* No. REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR , APPROVAL OF TUKWILA BUILDING DIVISION. STRUCTURAL c=Zrilgag., REQUIRE A NEW PLAN SUBMITTAL ADDITIONAL PLAN REVIEW FEES. on Existing Roof System for K1NKO'S COPY CENTER (May 1994) Site Address: 112 Andover Park E. Tukwila, WA. Calculated byi Mark Higginson, P.E. Note: These calculations are not valid without an original wet stamp in red ink. 20501 81st Ave. S.W. Vashon, WA 98070 Telephone & FAX (206) 463-5311 or 1 (800) 235-5510 RECEIVED CITY OF TUKWILA MAY 1 8 1994 PERMIT CENTER 112:21/04111121idiel. Ellisport Engineering Inc. Scope of Work 1 (800) 235-5510 20501 81st Ave, S.W. Vashon, WA 98070 Ellisport Engineering was asked to provide structural calculations on the existing Roof Framing of the new Kinko's Copy Center, 112 Andover Park East, Tukwila, Washington. The purpose of the analysis was to verify the existing roof framing was adequate for an induced Dead Load of 10.5 psf (includes sprinkler piping) and the Uniform Building Code Snow Load of 25 psf. Maximum allowable Deflection was limited to L/180. An original roof framing plan, with grade of glulam specified, was provided by Clark Johnson Engineering. t,aseu on Inc above cntena, the following moaincations are recommenaea: Beam Location Modification Recommended D -F /2 1 -1 3/4 x 11 7/8 LVL D -F /3 1 -1 3/4 x 11 7/8 LVL, each side. D -F /6 1 -1 3/4 x 11 7/8 LVL, each side. ' D -F /7 1 -1 3/4 x 11 7/8 LVL, each side. D -F /14 1 -1 3/4 x 11 7/8 LVL D -F/15 1 -1 3/4 x 11 7/8 LVL, each side. D -F /18 1 -1 3/4 x 11 7/8 LVL, each side. D -F /19 1 -1 3/4 x 11 7/8 LVL, each side. F -H/19 • 1 -1 3/4 x 11 7/8 LVL H -K/13 1 -1 3/4 x 11 7/8 LVL, each side. --r H -K/17 1 -1 3/4 x 14 LVL, each side. • • •H -K1.18 . . • • 1 -1 3/4 x 14 'LVL, each side. ' • H -K/19 . 1 -1 3/4 x 14 LVL, each side. We have provided a marked -up roof framing plan reflecting the changes noted above. Attached are the supporting calculations. Questions regarding the attached information should be addressed to Ellisport Engineering, Inc. Mark Higginson, P.E. Ellisport Engineering, Inc. Ellisport Enghieeriiig, Inc. PROIECf JOIi NO. FIGURED 13Y CIIECKEI)13Y 20501 81st Ave. S.W, Vashon, \VA 98070 (206) -163 -5311 • Uri , II lI '1 1t) 4(12 Copyright 1993, Ellisport Engineering, Inc. D'I'E SIIEET 3.6',..e.r" 01 Ellisport Engineering, Inc. PROJECT 3O13 NO. FICAltE►) ►Ii'ers =r 20501 81st Ave. S.W. Vashon, \VA 98070 (206) 463 -5311 CIIECKE!)13Y I)AT 4z ,/tillfl f OF t t U G7-1 LLI \/.j „v )J Copyright 1993, EllIsport Engineering, Inc. 25)/4/ 2.5) 2-= / /-45 - Div A .. ,a6' (/ , 25), 7 J' (? .6)C /(,2�)i"~ 75/ / /AJ =' 1 4(,7J)(/& 7) 17, /A/ r7G- ,.) tt v.2� ce----'r---;,. ; Ellisport Engineering, Inc. PROJEC r JOB NO. FIGGREI)19Y CIIECKEI) BY 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463-5311 bSrli IKET OF I''t.•• Z7i ��"�t 707,57-) ~' /25,,.• Go 7)(/ ;57r)= �72.-7,■". �== 12-(7) C. 14:,cs• ; • 0-`)) ( /(,►. 2) - /7.,o,,✓.; C -3. ( x.. z,) // , 2,A/1 2 4`" b �' �t'��rt Copyright 1993, Ellisport Engineering, Inc. Ellisport Engiiieering, Inc. PROJECPrCiA — 727,1% lG A• JOB NO, FIGURED BY CIIECKF.D BY Q20501 81st Ave. S.W., Vashon,11�198070 (206) 463 -5311 cx: I— r t�l I t --L� elj I L.-r- HI -i--I ' 4, °r b_ - I "1- G( 1 ,LeIZ ii ,1Y 1%.4- r4 -,/11, 5,174 ..-Th // z,2 2�� d,315 o • g/ --7,h> > /8• > >l Pic Yj..! i f7L' /1- P,1b /',1/41 /7e4J X24,1 ,A)1,2 I 1-_-41.J(5-r___ A 'A---r ' '-x1/4)4- ,f b'l '3,1 On .D,2(0 Ad - 1 ,f X l 17,1)/i.. 20,7h 9.0/ / z, / /e/ /, ‘,0.• , Copyright 1993, Ellisport Engineering, Inc. r::11 2/22,5 /4)4' n, ...v.... .. a.. e. ... �, .. ..-_. .<.e.f;•.t:, .... ..> .. ... ....,.7 #.i. .. .... �...:x�} n.. ••V: ". ,glfKpf;r >.c�, Ellisport Engineering, Inc. PROJECT J013 NO. FIGURED BY,/,./.5 CIIECKZD BY DSPE , / SI IEEP OF 20501 81st Ave. S.W, Vashon,\VA 98070 (206) 463 -5311 Ke-- &-t - 1 1.. L Ca X11Lr LIF 1 /o9.E, 22773 2271 3 -I /lam • 7 2 5 /, z i‘ar Copyright 1993, Ellisport Engineering, Inc. 6)%/(,',- t ,1 o, i ?r G 9 ;, l 077,3 21-/.. I: x i ir' 1-A/1 - iii, / la, tv ' 201, -' %t7 1' 64/ g2 i f% /o9.E, 22773 2271 3 -I /lam • 7 2 5 /, z i‘ar Copyright 1993, Ellisport Engineering, Inc. Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463-5311 , � 2. r!3'4.> ( ) 27. I'Itg1EC7'�.�o •— J011 NO. 1:1(a 'RED CIIECKEO 11t' t):vI r/ SIIEI:l. (W G*Jf=kut. a: /tom 25Z�3C/ &) r 4(/'77t e?r7ZE)) �u t-.'r i — . --- .. r_.. �' - Copyright 1993, Ellisport Engineering, Inc. Ellisport Engineering, Inc. PROJECI' JOB NO, FIGURED lil� CHECKED 13Y 2050131st Ave. S.W, Vashon, WA 98070 (206) 463-5311 DATE`. , / snEl r • Of- G✓-re r fi87 f. (� /, /lam /pew, SP (0.97)(1 ';) = Z‘ � >�i tr. 5.••' '4).10.cr (28c./.')(2?.N4(172 1) /' 3$ `/r'/. .) (iiGZ, 7) = /tp.i i/8 �) I J�� -GIB I�cctiZ 174)1.16.7-re Vt--), A- 1:7A, Copyright 1993, ElUspart Engineering, Inc. I Ellisport Engineering, Inc. 20501 81st Ave. S.W., \'ashon, WA 98070 (206) 463-5311 1--.1 ('1 �.- v1 1 1.4:x l (e,i) Joie NO. 11(il RE!) (IIEC,KI1) BY 1)111' _ .e7/ 1E11' OF L'— .'t;Lte , 70. gtAdif •c.".1 ley .4% = eye /. e2Z-1(), r K.-J.001_6?-4J %�.11,Yi?r . A-2/` /-/b X/ r:A) Copyright 1993, Ellisport Engineering, Inc. o&. Ellisport Engineering, Inc. JOli NO. I'IGIIRIiI) liY CIIECKIEI) I3Y DATE ,4y'Slll ri. OF 20501 81st Ave, SR, Vashon, WA 98070 (206) 463-5311 J1 6-7b1,14 i 1 1 ) �o•7a fG� ( 7 €i1) ( 15W= / (44i) C /G' / , A/0 / epe. =� /2) 167 fl/ ' 2, `.i�Jl ✓ ��L9 Copyright 1993, Ellisport Engineering, Inc. Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, \VA 98070 (206) 463 -5311 J()8 NO. FIGURED BY CIIECKEI)13Y DATE 9, /SI IEI I' OF r- �--- t— r-- -�--- 1--� -� wow= ot. ©.� _ S �sc- =' -) z� G4)/l. = 26 p —f f. ?tea % rte; /A\ _--, - -Ve (/ .: ,/ / z,) - 2. U'/ (./`/ /) 111,5 LA- 16' L` - /,77" 4rA,) V.="el w aeprd zC,C> 4 'kt ( 1 1. L• ✓t- Copyright 1993, Ellisport Engineering, Inc. o� A /4' Ellisport Engineering, Inc. r "A�•E �- cal �T PROJECT JOB NO, FI(il'Iu) CIIECKEI) BY 20501 81st Ave.,,S.N//, Vashon, WA 98070 (206) 463-5311 64 -.1II. 1.C1 I)SIT. ...i`, SIIEET Of• TES t oc,= re-4.• = '��-e - /7� �✓,r�� = ''lr, tr) = 4 c.,)(/ /G2,2) 2�2lrII �/ J �. l' d!j" (1#,) /OR.- (Js = 2 /45q i '1/" G•I1z = 0v1/y4-f= �i.ait II , a�� tom✓ t7r7-2-- 2- I ..4-x (I I.\/ Copyright 1993, Ellisport Engineering, Inc. Ellisport Engineeriiig Inc. JOB NO, CIIECKEI) lif FIGURED BY 2050131st Ave. SK, Vashon, WA 98070 (206) 463 -5311 c›-K I 1 SIIEIiI' OF 1 r t`11�`'1 . 2 -1f�x II.'eb • L /1. I r woL.. Geri ' A z rl 1 �7V c7 —I y(I7e, 1. -vt.- lied 6 1-47) Copyright 1993, Ellisport Engineering, Inc. Ellisport Engineering, Inc. 20501 81st Ave. S.W, Vashon, WA 98070 (206)463-5311 ZY� i PKC)JEC1' J011 NO. FIGIREU IW CIIEC,h1il7 BY 1)/VI , , / S!IEET OF Gvvc.= . 77 • f:x./-- �- / 7r Gov-rd e. /G:., rlo 2‘0405 7Crr. ) —r- c9.431(/,-/6,) 02 i /rb; �?G��(�g� aC I72) Q - �S7 (i g 4V c4;V z, z) = /7" t Copyright 1993, Ellisport Engineering, Inc. 7 2� 3Z( Z) 6, �J 7 &1') - 20 S p�; <'/,i49:; 4. ^ / 73�z ) /, ,►, (2) Efflsport Engineering, Inc. Jolt NO. CHECKED ltl' 20501 81st Ave. S.W, Vashon, \VA 98070 (206) 463 -5311 • i .d/ (Ait,\// FIGURED 1;1 .4. U:CI'E�_��! tilllil "I' of IIK —N 1 �j i1 — \,/' 111 2 %.`C Z..?I- -3-Jt -41-1- ---4 K4-I- L-1K.5 t 1 I J- 675 r„ 3 be e..)(g.•1y�2) ' 019bI� C7(0fl) t Copyright 1993, Ellisport Engineering, Inc. Effisport Engineering, Inc. PROJECT J013 NO. FIGURED BY /44/ CIIECKEI) BY SIIEET 01' 20501 81st Ave. S.W, Vashon, WA 98070 (206) 463 -5311 �111 /1,12, 13 /II \4!g.■ I N2 KO i (3xi) Imo- f 9_ (14i. ?‹/60. f � I IL op/1W- &re. Z936 ,z3,,,-000)(5)1t072s) 9 // 4-) ffeo/p Of-A, 4/0) Copyright 1993, ElUsport Engineering, Inc. A/4, Efflsport Engineering, Inc. PROJECT J013 `O. CIIECKEI) BY r.- 7-i-/e/..-, lic, .4 FIGURED 1 • 20501 81st Ave. S.W., \'ashon, \VA 98070 (206) 463 -5311 1•-i i 1-4-J 41') 1)ATF W wt7, . = 70 re-r. ice. Alrt ( 2b /g) e, 9e' (//).9) /717r, 6)41 • - �a 1--/1,20 SIIEF F of WOc= 8o14-F -'Z2 wn =Zeit/ X`e0('/W p Q . /(1::(4-) ' / 'r/'' (.2";‘,) Copyright 1993, Ellisport Engineering, Inc. Ellisport Enghieering, Inc. JOB NO. FIGURE) Bl/,..11 ./ CIIECKEI) BY DAPli.45-4// SIIEEI OF 20501 81st Ave. S.W. \'ashon, WA 98070 (206) 463 -5311 C4-x I4 .) 1 I 1 1 I 47/ 0-1 I - -J q,/n, /,IZ. 1( ) —1- :1_fi Rio, i.1S) w, = (925C = 1--/1°/7/.9z/t/lid- . 0(43/. /tc 2 % z- b. /) � es; ,le (/ ') x 11'�r_VL (11B4,) Copyright 1993, Elfsport Engineering, Inc. Efflsport Ellgineering, Inc. JOB NO. FIGURED BY CIIECKEI) BY DATE ��� SIIEET OF 2050131st Ave. S,\X , Vashon, WA 98070 (206) 463-5311 ri 1 IS bOrt= 2g. -t—P ‘Vir7 I' xl•1- 1,V- ,4 :1 2bG 1i 19 <*f4YIL�I c -117 '/- 1 r 4 .ING� -a . oG',v%.-P' u.),L.:: `2 -r t■, r� 97 (2,/'l - 2� r85 2 (?-47/) &0) freet=.v(p 11/1- x Copyright 1993, L'Wsport Engineering, Inc. Ellisport Engineering, Inc. /�� -sic �/la•Y�:3T. JOB NO. FIGURED BY CHECKED BY 20501 81st Ave. S.1V„ Vashon, WA 98070 (206)'i63 -5311 41 t6.1,6e/Giz) 1e 14. ,To la 9A7s DSI'EA. 1 SWEEP (W 209 i) a,9i 238.2) ' /O%i /2 /A ( /,t3 (9 h,) �G', 11 /( rr 3933 11-x- Ap.,-;6- >L-p AI i -12 CO X /G,i) � arty ke.--- Copyright 1993, Elllsport Engineering, Inc. Ellisport Engineering, Inc. 1)1t0JECT ,, , , .ri IiGA J011 NO. FIGI REI) CHECKED BY 20501 81st Ave. S.W, Vctshon, \VA 98070 (206) 463 -5311 P .�- PI IF er /((??," 1—'i7 / 'i UAIn 9 / SIIEET 01' P= (27'S�5v' 3)(Zeoi) r 7G, /644 :=1,0(fle (0.3s2g) =� »; 7i czJ O.9 37.2,7) = 2,-;16-e5 76,6`-/ � (� X3,3 -, 6�� = - 7 ' ( - 'Ca 514 - g/az Copyright 1993, Ellisport Engineering, Inc. _c k, H I,JI K�= r7)0ce.ra Cif- : $.Orsr= (PM`ttGsH %, I ?ev -- // �� Z:41- .� /q &p; .x f ✓- .110,:n; = Z5 (�e,C '73S')) _ (,7/ <r C3 ) ESN-1 Ft7:Ne.Le y Ellisport Engineering, Inc. J011 N0. FIGIIREI) I3%' CIIECKED BY 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463.5311 211c,- \-. / ' 72 .."7/ SIIEEr or )(i4» �G - �J C/2 -/ „,, (zr &.2) =2 76 P _ �/ G Qr 29th �i �/� ` D, o °p5 e ,c%/a re -1/ r 152 i7111.40 (7 � 7 ) r; f Copyright 1993, Ellisport Engineering, Inc. 2_•/./7)(0,/) Z rte; (1o, c7/ 7)(09?) 9o,Z ,(7-3-(cC;g1) Q- • 7 T, /Z(v' (4v) -- A -1) —'1..1A --rte Ellisport Engineering, Inc. PROJECT . 7�/� J `A J013 NO. FIGURED 13Y.4,./ CHECKED BY 1)I1'I'E �+e./ SIIEE OF 20501 81st Ave. SW., Vashon, WA 98070 (206) 463 -5311 F � 1—A1 KI 1- LI= (ix- 17S) lir 1rf 6,. e �} /1/-N-47/ 1-/I 1-/I =- - 7 c// /I/ r.=.(at)(vOseA /z ?‘i) /721 < ;z7 / ? :.; r 774W/(0z) ''''' 6.4(v (374 7) ,14 .0, ' < ' / /5(2Ger=) d.� =7 ,5 87,3 (4 4( :1 i,a)) /,- .7 / 1,4:0) Ole. , 1— 87494 -/ 7ode,ae, / /7 // ( "1' / /c 411.E -.T Copyright 1993, Ellisport Engineering, Inc. O.- Ellisport Engineering, Inc. (2 7 PROJECT JOB NO. I'IGI'.REU BY CIIECKEI) BY 20501 81st Ave. S.W, Vashon, WA 98070 (206) 463 -5311 /�.. .41 kJ. I)XIE� r_?, /SHEET OF 1410- 1, —1-1- 11,4. -)4rt I eLt/' 4./A*P-k---- iG*FA-r--‘5:,-,—.) .1._16--le-s, 1I/C. (7‘/I1 L-',), r (' P-. a 6-e(1' . (3 °)( ti Coos,. 1) - 7W/ b f `b si. 7.- V T • f'' (1''''')(--1)r 6.0.77A' �: /47 54.7 //6---( / `/35v) o tX 6" — /721 G Ft?-.. 5,' <-.. Ft?-.. ,t5,' ere.._ H- 77-30///- t, 7c7•24,(A.7) --.. .2.1,,,,; ent. 76,n 6..(,1 ($.5/,64) /21" C ze-.) 0 o& ftie--, 1 I., 'I ' (.-, . t-'' \ - A-,-c---- t" U-i::"-re; 1 , Il1- ;2o (-7x Iii) 1„1.;, 4/7 Copyright 1993, EUisport Engineering, Inc. �r 7// (e &% .w. (0))- /9" ) 't;,).e. -.5•1--'("( Efflsport En iineerin' Inc. PROJECT JOB NO. MIRED BY ,, / CIIECKEI) BY UXP►: ., SI1EI T OP 20501 81st Ave. S.W. Vashon, WA 98070 (206) 463 -5311 �.f.. -111.J 14i t- 4 (7K/7 Z2-4 1"1, IP r2 776 l = r Gig -Ye, t4 Ft 7G7 /, /Z" (.71-5) r 1Q641 Fl GD J \/,f el K1017 livpe. Gi1.tvles Copyright 1993, Ellisport Engineering, Inc. I 1 =. T - e2(1-27 -) Efflsport Engineering, Inc. 20501 81st Ave. S.W., Vashon, \VA 98070 (206) 463 -5311 Jell KI 65 4 x /G/ 2) d •LG' vl 7b7 7 '74r PROJECT loft} (.. A JOB NO. FIGIIRIa) BY CIIECKTL) BY I)AI'I SHEET 01' efre-G.. — C/1 r 1 - 0.23e) — p /. 06 4-a -"Tr- >e: I S-1 I 6.1 K -8 (fir /Gi) ,Cgpyright 1993, Ellisport Engineering, Inc. L f25i 157/=or5,3))00,2c" it./rte?.r 61 017e-' A49g6)L4-A•rt; Ellisport Engineering, Inc. PROJECT Job NO. FIGURED CIIECKEI)IRY UA'I'E .....16 /SIIEEl' OF 20501 81st Ave. S.W.., Vashon, WA 98070 (206) 463 -5311 K 5 -1c7 ( - )e /G) �. /7�, 1 - 0/76,'fr Ke ( lit -yf») p v4.3/702-) i ; 4,(910-3;4)=-. .(97 (2304) l %G`'7/75 I i710 ( /,b 0.96 e) = 24 1/ Copyright 1993, Ellisport Engineering, Inc. Ellisport Engineering, Inc. PROJECI. .0" /CA JOB NO. FIGURED BY CIIECKEI) BY SIIEET OF 20501 81st Ave. S.W, Vashon, \VA 98070 (206) 463-5311 '1" r==. (5)4.-x /0.) 4).6- z-/.9 ee2 h';f4-7(V (1./leAcII)) L. /4‘'q0-• (/1 (657.4)) • 4# a Li-4=-1"-e 17 9 7 4 / (/.8.(4c7,5)) eP,f3l/ 5.x. -r'(., Copyright 1993, Ellisport Engineering, Inc. oe. Ellisport En& eerifis g, Inc. 20501 81st Ave. SM., Vashon, WA 98070 (206) 463-5311 • 110 (4y f) cZ llevy-S 77 PR0jEcri/74.4, JOB NO. FIGURED CIIECKED BY StIF.F.T OF A- //Iv (Ab(-2552,%-))....-,--5// OK. IA I-to Copyright 1993, Ellisport Engineering, Inc. Ope-. DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVISION SUB r TTAL PROJECT NAME 12--- U k o S d c S 5 ADDRESS 1 ( Nbo(Js2 l rrf _lc- S r CONTACT PERSON 4-E,o u iAQ-5. PHONE 2 �I Z— 6 9 2 0 ARCHITECT OR ENGINEER ,p Cx t� 1 c►�-� S a rJ PLAN CHECK/PERMIT NUMBER 8- 9 - Q O 7 TYPE OF REVISION: SHEET NUMBER(S) /4 1 a. r/(6av "Cloud" or highlight all areas of revisions and date revisions SUBMI1'I'ED TO: V /koM OM 6-71-C1 erryp OF JUN 7 1994 peRM1T CENTER TUKWILA BUILDING DIVISION CONDITIONS FOR APPROVAL PERMIT # B94 -0075 1. THE: INSTALLATION OF AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT THIS BUILDING IS REQUIRED AS A SUBSTITUTION FOR THE REQUIRED ONE HOUR FIRE RESISTIVE ROOF /CEILING ASSEMBLY. FINAL INSPECTION APPROVAL AND A CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED UNTIL THIS SYSTEM IS INSTALLED AND APPROVED. 2. CONTACT TUKWH A FIRE PREVENTION BUREAU FOR SPRINKLER SYSTEM REQUIREMENTS AND APPLICABLE PERMITS. 3. CONTACT PUBLIC WORKS DEPARTMENT, JOHN PEROG, FOR REQUIRED UTILITY PERMITS ASSOCIATED WITH THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM. 4. ENGINEERING ANALYSIS OF THE EXISTING ROOF STRUCTURE IS REQUIRED TO QUALLFY THE ROOF MEMBERS THAT ARE INTENDED TO SUPPORT THE NEW SPRINKLER SYSTEM. SUBMIT CALCULATIONS AND DETAILS FOR APPROVAL TO TUKWILA BUILDING DIVISION PRIOR TO COMMENCING SPRINKLER WORK. ANY CONSTRUCTION MODIFICATIONS TO THE EXISTING ROOF STRUCTURE THAT ARE REQUIRED DUE TO THIS ANALYSIS, WILL REQUIRE THE SUBMITTAL OF REVISED FRAMING PLANS AND DETAILS FOR APPROVAL PRIOR TO PROCEEDING WITH THIS WORK. I UNDERSTAND THAT THIS PERMIT APPROVAL IS SUBJECT TO THE SUPPLEMENTAL CONDITIONS LISTED ABOVE AND THAT FINAL INSPECTION CERTIFICATE OF OCCUPANCY AND SUBSEQUENT OCCUPANCY BY THE TENANT (KINKO'S COPY CENTER) WILL NOT BE APPROVED . TIL THESE CONDITIONS ARE MET. i permit applicant (owner or authorized agent) CITY OF TUKWILA APPROVED APR 1994 BUILDING DIVISION \5e\A-"ffe City of Tukwila John W Rants, Mayor Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: APRIL 14, 1994 SUBJECT: Kinko Copy Center 112 Andover Park East Project No. PRE93 -020 Activity No. PW94 -0022 Contact Person: Emily Buchwalter Phone No. (206)547 -4192 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMIT HAS BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 14, 1994: Permit Fee Water Meter /Exempt, Deduct No Fee Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the permit files. JAP /jap Attachments a/s cf: Finance Department (w /copy of application) PW Utilities Inspector (w /copy of application /plans) Development File (w /copy of application /plans) acc( 6300 Southcenter Boulevard, Sul • #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 c City of Tukwila John W. Rants, Mayor Department of Public Works NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS Ross A. Eamst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 Ellisport Engiiieering, Inc. May 24, 1994 Mr. Bob Benedicto, Senior Plans Examiner City of Tukwila 6300 Southcenter Blvd. Tukwila, WA. 98188 Subject: Kinko's Copy Center -V. 1 t9(# Gt7 Building Permit #B940075 Dear Mr. Benedicto: This letter is in regards to the connection between the new Microlam reinforcing members and the existing Glulam beams • at the Kinko's Copy Center, 112 Andover Park East, Tukwila, Washington. We have informed the contractor, Case Construction, to attach the new Microlams with construction adhesive and a minimum of two rows of 16d commons at 12" on- center. We hope this information satisfactorily meets your needs. Should you have any questions or desire additional information, please do not hesitate to contact our office, Sincerely, Mark Higginson, P.E. Ellisport Engineering, Inc. 20501 81st Ave. 5.W Vashon, WA 98070 Tlephone & FAX (206) 463 -5311 or 1 (800) 235 -5510 RECEIVE MAY 3 11994 C:OMVi ivi u d , DEVELOPMENT TO SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 5M- IT- HF- S1360T (206) 473.6967 FAX: 475 -1205 <<I � co NJzr 3L1-\0 12 P\t )1:)e) E-Pkc- a T 01: c,J t LPG uni4 L OGF 4uage[M� O1 ft DATE // J1/9 4 JOE NO, ' ,- ON ATTENTI To n'1 L RE'K t 0 -r' 0'S C-o 'C'`/ c .)J-rF K_ 11-2_ A iJ'D6‘fa.2 "P/Kic e..IPr l (X t.3 1L-P\ `F /z %14 WE ARE SENDING YOU fg. Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order ❑ Plans ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION `F /z %14 K-zofzTvfS(A- )l(A Lc-1 01ED 0C-9 eC3 J 1iJ(. 5 RECEIVED CITY OF Tt1KWp A MAY 1 8 199it PERMIT UENTEH THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval '.For your use ❑ Approved as noted ❑ Submit copies for distribution — ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE REMARKS 0-F L3 1 LA D r17-KAL) I 1 19 A Pol. ❑ PRINTS RETURNED AFTER LOAN TO US GAO COPY TO SIGNED: 11 enclosures are not as noted, kindly notify u Ornce. jAl May 17, 1994 Mr. Jim Dallas 3132 NE 133rd Seattle, WA 98125 Re: Minolta Building , Mechanical Permit application # M94 -0070. Subject: Plan review comments: Dear Mr. Dallas: The initial plan review by Tukwila Building Division has been completed. Prior to final approval, additional information and/or clarifications to the plans will be required. The following comments are applicable: 1. The minimum requirements for ventilation must comply with the Washington State Ventilation and Indoor Air Quality Code. Provide calculations to show compliance with the requirements of Table 3-4 of the V.I.A.Q. Code. 2. Systems supplying heated air to multiple zones shall include controls which automatically reset supply air temperatures by representative building loads or by outside air temperature. Temperature shall be reset by at least 25% of the design supply- air -to- room -air temperature difference. Provide narrative to indicate this requirement, on plan, and specify equipment proposed to provide this control. 3. Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with RS -18 (SMACNA Duct Metal and Flexible Construction Standards, 1st Edition, Washington D.C., 1985). Extent of sealing required shall be as outlined in Washington State Nonresidential Energy Code Sec. 1414.1. Note on plans the extent of sealing required for this installation. 4. Duct insulation is required in accordance with Washington State Nonresidential Energy Code Sec. 1414.2 & Table 14 -5. Indicate the required duct insulation and specify on plan. WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121 -2190 May 3, 1994 PLAN SHEET 1 -2 of 2 SUBJECT Kinko's Copy Center 122 Andover Park East Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40 degrees F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. The proposed design of .17 gpm per sq. ft. over 3,000 sq. ft. is acceptable for ordinary retail stocks on wood pallets and /or shelves up 12 feet in height. System design should be reinforced to adequately protect any increased hazards if there is any deviation from the occupancy such as rack storage, storage over 12 feet high, or storage of more than 15% plastics in content of packaging materials, etc. 2. Provide a variable pressure alarm valve and outside water motor alarm gong. 3. Insulation batts should be secured in place with wire mesh to prevent sagging and possible obstruction to sprinkler discharge. 4. Provide an indicating gate valve in the supply main at the property line. 5. Extend sprinkler protection to all areas including crawl space, exterior eaves, soffits, canopies, and to roof skylights. ACCEP`TE 314111111141 s RANI SEATTLE, wmBM, MAY 3 As meeting r,uirements el u.,, .,..111 011011 rPdnLtrd Atwww►_ o v tm mama er ad/Minna as d .. e cewcIcA441- CP ReAto 4 d1-& 5( Cog 5oppez- scc TAc.. Cc»7(PONS 0 Kt C-oo tt-t-e_er ClacitAcAe.0), .A- TJDIfiOWAG 54400C-t)'r3C 4-17oED Fate. Vriti•IOFSTi6�aN (5itp wo1U....owsysa� A'G7D1TIaw4G laa1LDlfoG, VAl..UATlUl.1 To f"-c-A.E 1arzocAssap 5'Pw N 1,JSTALZAT414, 41-5-aree- q 1, (03_7. °c) 3625857 TECTA ASSOCIATES FAX ` RANE(1ITTAL TO: w�x~ i3 Di . 1 ' 1■AX #: Cam) 14.1 36,6 Date: 453 P01 PHONE #: C�?�O6) _ (14 31 36 FROM• PROJ ECT ' 1.y� DESCRIPTION /COMMENT: Number of Pages Scnt. IZardcopy (after tips pni;c) Mailed: Yes [D No 446..1 ,..,. . ......:. .......:,•.,. .ir,.4.........,.., ..,,...... . k,,....,...,.,...,...._._ 4.,...-,,, 1._..,,.,. 1.,....,...,.-. ....�,..,,..,�..,,_.1....,.,,,o . 610. .0• ' 111,' in ... d • .444,1(ge'.,12441# .-/ig, .. .�! .1t.i...,., ,.,.,.,,.,..!..,,,, „ „ 0!000...,.... . ,,, .,......., _ 1 1000.1000,,. I...,...R. , ,,., .... ............. ....... ..... i...,..1,. „ 1 .,—..,.t......I. .... .. ,i I i i 1 1110. ,,....t........i.... , .,.,,i.,, 0101. 00 o 14 ... .4• 14. 0011. ' •.,. . , r.....' ......_ ....:..............,...........,,,.................,.....,.;,,,,,.....,. 1,....... ..,.._......�.......,,:......., ..... ..,.........r,...,...,..,...,. 1000., ....,.,...,.. , ... ..� .. 1000.., 0000,, ........... ,. ■ ,. 2 it ..........,........,.,......,,.,... ...,.,..a..........,,,..,.,,.. ,.W..., ,......,I.....,...,.....,,..I 1 1 1 ! I 1 f I ! s 1 1 I 1...,... i...,.,.�,...... 0110. ;.......1. IS ..... ...... .i....;.. -. � 1 t 77' 0000. ._ APR 19 '94 13:10 ASSOCIATES 150 POST ST If 400 SAN FRANCISCO CA 94109 415.362 -S057 415.362 -SO44 FAX Mr a tCIN fro 110: - Associates arhihrnr r interiors planning April 19, 1994 City of Tukwila ,Department of Community Development 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 attn.; Robert Benedicto Senior Plans Examiner Dear Mr. Benedicto, 150 Post Street Suite 400 San Francisco, CA 94108 415 362 5857 213 469 2609 Pursuant to our conversation for the Fire Protection System for Kinko's at Southcenter, Tukwila we are revising it to Sprinkler System. Please find a copy of the revision made to the PROJECT DATA of the cover sheet of the construction document for your approval. We are forwarding the revised cover sheet for attachment to the documents. We will be submitting structural calcs to check the adequacy of the existing structure to support the sprinkler system prior to installation for your approval. We appreciate all you ` ffort and help. Very : incerely yours,- ab AIA RECEIVED APR 201994 GOM!ViUN Y DEVELOPMENT 3625857 w vs a ... awe al TECTA ASSOCIATES I 1) 453 P03 APR 19 '94 13:11 ANDOVER PARK EAST ' RIM LOCATION PLAN PROJECT DATA ...8.. RESPONSIE ES AN ADDRESS: LEGAL DE?SCRPTION: PARCEL. NUMBER: ZONINCt FIRE ZONE TYPE OF CONSTRUCTION T - .may.,, _CLAMED) OCCUPANCY: B -2 APPLICABLE 1991 UNMFORM BUL.DMIG, MECHANICAL, CODES ELECTRICAL & PLUMBING CODE LOT SIZE 48,602.19 SP. AREA 17624 WT. OCCUPANCY RETAL - 9,316 +30 • 310 OCCUPANTS C.A4,.1;, I.Txtt . gQmC3g."....„ -8,209 + 304 .1, .27 OCCUpANI8^ •. — 112 ANDOVER PARK EAST TUKWLA, WA 98186 11-E SOUTH 26.00 FEET OF TRACT 4, AND THE NORTH 200.00 FEET OF TRACT 6 OF THE PLAT OF ANDOVER N1JSTRIAL PARK N0.1 022300 -0046 CM NO.1 • kola t7EL�'t - ca.er r4vmslc:E -re) t {-1I"•'. 6:44I - Fe,F (.AAE'2 GcaNDIT'a14 ABBREVIATIONS SIGNAGE (FOR SIGNAGE SEE NOTE 1) NEON SIGNS (NOTE -'U CONCRETE FLR. CUT FOR PLUMBING CONCRETE PATCH INSULATION GYPSUM BOARD LAY -IN CLG. SYSTEM DEMOLITION FLOOR COVERINGS (N) AINT • OILET FIXTURES AND CESSORIES (NOTE -2) OOR AND WINDOWS + • WARE CABINETRY (CONFIRM SCOPE WITH OWNER) UGHTS UGNTNG /GEPERAL (NOTE -3) VAC SYSTEM (NOTE -6) ELECTRICAL MECHANICAL (NOTE-5) PANT AND BASE OTHER MIMES au forum s *In,' • ((1 1S.l (17 :55 FAX 21:( ,75 12(15 SMITH FIRE SYST. • SFS SMITH FIRE SYSTEMS 4519 South Orchard Street ( 206 ) 473-6967 Tacoma, WA 98466 ( 206 ) 475-1205 „ , • • , .‘„ • • • • '• PHONE FAX (iti 001 aMMOMMMMarraralrlaraMMIIMMINIC FIRE SPRINKLER BID PROPOSAL PROJECT NAME : ,k-WV'/&) LOCATION: 1/Z /VA/4,01/.eS7Z SPEC SECTION /VA. ADDENDA BIDDING TO : alt.(57ZWC77D/V ATTENTION reM BASE PRICE : $ 657- op ALTERNATES $ /6 813 it APPROVALS : cry 71-f-k.er4/44 COUNTY DATE: (if PAGE : OF Z SFS IS A WRIT CONTRACTOR FAX NO. : N7,45r g/77..-? SALES TAX INCLUDED : n YES /91) V7` z.5,4F5 1044 Agee) /5' /ST 47,-//z..e)/4/4 90,e/A/X----4,5 c.67../ 4/65 4-) •eseiez ,,e2y.2)47t/T. if//7-44 /4,-e-1647/A/44,1 zrer 4.417wi-e) A'61 t? (i..1;1;7/1042: ,.;91-19:A--ez---47/41,2 Ai/4e- /tor 7*--4w /741.s /A/ 7././&-- l-ri/V/7A51/0 94 F. (.7."5, e-,///- W) / 72g 1- CI 9/ P" • /7 -0 ic 7.(1/4 - , 67) .N/1/19 4=re,Gh'4 642 Nveziez>,/,/v_x 7;41,e, o Leerr-,57-/A/73. /75/2//4347- 5442e AyAQ/e... • sc,,,,1,24,I2LAzo eei-e; INSUR MS-R.45 OTHER • SFS ESTIMATOR : 7;1/ - NUMBER OF PAGES FOR THIS PROPnSAL • ( iNCLuD(NG TH(S SHEET b. 04 /18.'94 n7:56 FAX 2 175 12n5 swim FIRE SYST. Carin2 SFS SMITH FIRE SYSTEMS Zia-OC°83 4519 South Orchard Street ( 206 ) 473-6967 PHONES 0°e' IIIMMIM11■■■•■■■•••110. Tacoma, WA 98466 41■16•109•■ ( 206 ) 475-1205 FAX Wilmoramomme FIRE SPRINKLER BID PROPOSAL (CONTINUED) PROJECT NAME : k/A/X19 LOCATION : DATE : 1/1011 PAGE: e OF /e/SkEe, 4r-4 ,e&---/xe/6-yv G/e/22 5. ,42494/ / .0 ce,e,,SS2) e CI9/vr/ze94. • G)40#9,7,-.7- cesW,4/770.c./ mi.eve,W27/e., • 7;52,4;74 zrt (.2.90//ein.ton/s ,67E:" /074v4,r,9-/4(--) 447 5;r0 'A 7-(24Mveg:A/7 __ <-1.5.414?ezz77/y_6 ,91457P7V 577zAr79-z_ 9e.4/,/;*7s- 4= 07- v/e.-2) 617-,445 _ s.) 6-r.7.776w/ /t1O4//7-o4e/4/ 4/a4f.v //v57,W.".e.4-770// ./e--V/C& itey 077-11S .xc,te.es'amf.S A3A/Nr/N4 5:40oe.///f0 62e-ezr,e/c,fz_z 5?-c/ir-4/.) 04/22/1994 10:07 -0-_r70 C12iSE c :o11'=.Tf?11C;1 PACE 01 362585? TECTR ASSOC I ATES FAX TRANSIT ITTAL TO: t00 clno..LoY,‘-to ate -rov4dit-ote Date. 441 PtEil .„,. 4-1 Is744. FAX #: '7.42 6— 41-3 -----104,6"" PHONE #. -4 S I 61 9. FROM. P ROJECT 1 tJ _.‘21/[3±nZt4t.._e 11).261r. DESCRIPTION/COMMENT: 144 r(24-wtiseit2 ,6,03.1L.4,...g2/ rze)o)a- A.64,67,116‘41 alit2444 4 ••••■■•■•••••••••■•■ Number of Pages Sent: (niter tli.is pago) j ' 1 I 1 [ 1 L 1 ..r. if 1 , , , , . , i . . ........•., ........ .1.1.•••■••• .......••1••••••1.1.1N1 II ..0 .... ,,1,,, ..., ,,,, ,,..,...,.. ...... •44., f • q 1,,,,,,Ord .s., 1 1 • . .• • : • , I I I i ' L • . { 1 4 1 i i . "ii'""11.04..4+1""*N;;;;atic:■‘1 ..".".... . . I ...,.. 46..14m...r.D...::....C4.1./e. ' 1 i ; ! i ...... ,.....4.5gtr?..„..c.afolggraa.‘..!.. "Mod c411..65cbcvolci...1. h, L'AeN;i.......... ....1..q...,.4.L. Nr. ....k.A.. ..,.. 1..c?.•$.. V.0.ei-,.......4.).P..v.(4,..',0,11o4,?(16..cr.p... 1)0i.1.1.....(C4j;lb... . M.r.t.4'.I.L.66?.t1'. ..... .k..1 Mei. Co.t4,6t:!■Oc.:., :V.1.4.e,sIt.A.....0.1e3.... .,...cpeli.f.el .4.... itAW:114k!6rrtlY0;1-1.11,t .tak . ... ,.....Nt.„.., ..... ...bile11.. t :w)....6.,... 5.......cvaii.„.. „.,.„. 62/)cki (.6c4Lskitat?\ .er- r .0..)-7.e.61$4.ct'i,t-I. ' . oltpp , .?R:...v..c fe- e7.1,.. . ..... .,.., . . IP ...Ilitoto ..441.... we... , t . I " ! Hardcopy Mailed: Yes El No IV.° APR 1.5 '94 14: 59 IL. rL Tr E F AA)XK, 150 POST ST 11 400 SAN FRANCISCO CA 94108 4154624057 415.3624044 FAX 362585? TECTA ASSOCIATES `. Associates enamor hr+erion plamist April 15, 1994 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 attn,; Robert Benedicto Senior Plans Examiner Dear Mr. Benedicto, 441 P02 APR 15 '94 14:59 150 Poet e San Francisco, CA 94108 415 362 5857 213 469 2609 Pursuant to our conversation yesterday in regards to U.L. listings for assemblies for one hour ceilings pertaining to the Kinkos Copy Center (Plan Review #B94- 0075), I enclose the slightly fuzzy facsimiles of several pages of the U,L. publications, and our rationale why our situation might be so similar to Design #L206 as to be acceptable in lieu of the literal letter of the assembly description. As you know, we are proposing a fire -rated acoustic ceiling suspended from the structure of the base building; a V -1hr. one storey wood -frame building to provide a one -hour fire - resistive protection. The roof structure consists of 2x4's at 16 ", to the maximum length of 8', spanning between gluelams which are the primary structural members, U.L. Design No L20eprovides for 2x10's at 16" o.c. as the floor /roof support system. The U.L. provides for component alternatives to their specific assemblies. For example, on page 16 of the fire resistive manual, Under the subsection titled Roof Coverings it is indicated that Class A, B, or C roof coverings may be applied directly to the wood surface of floor designs being used as roofs without a reduction of fire resistance ratings. I enclose a letter from the roofing company describing their Class B roofing, We would ask for the substitution of gluelams at 8' o.c. with 2x4's at 16" in- between in lieu of the 2x10 criteria, on the basis that the greater depth of the glulams provides for greater section -by- section stability in the event of a fire than 2x10's would, As this is a single- storey building, and an approved fire -rated acoustic system is proposed 0 iAhmad Mohaxab ALA iiiPrincipal • vi•Ur, . •o rr -0voye iiihell14, owl 3625857 TECTA ASSOCIATES c C 441 P03 APR 15 '94 15:00 . with all of the commensurate fire dampers and shielding of light fixtures and other penetrations, we feel that we meet the intent of the listing, and ask that you allow us this solution fbr the project. Very sincerely yours, 3625857 TECTA ASSOCIATES From : THE MEDICI GROUP ,INC PHONE No. :206 632 3692 — 1 — 9 4 94 T.UM 1.4 s 316 LCIVIERG ROOF Z FRIG waft(' RwormNG -g r ND ONSRQCTION, INC. April 12, 1994' dM Rifn P.O. Pox 4229 Bellevue, wA 98009 RRt South canter Building 112 Andover Park Bast Tukwila, WA Attnt Projeot Manager 441 PO4 APR 15 '94 15:00 Apr.12 1994 3:09PM P01 it ®.� P.O. Box 6314 • l.ynAw ood, WA 98006 • (206)773.2374 it •poat•It'" brand ins transmittal mamo 7871 j kot Paw 4 Z. ;;_2,1j1, oo, A4 4e61 r, :ma is M y �-- .x �. �� sirs+ ��, --,. f t i e life.. I C '•TY17r,.. ')" ,J 1;',..j r7 'defer va fialC. "V'r' f Loberg Roofing installed the roof at South Cents, ,Building[ which is located at 112 Andover Park bast, Tukwila. The : Tukwila Building permit number ussd on South Center is 39410331, The roof is a PO1ygles warrantsed system that meets the UL Clefs "S" rated systems (See attached UL Rating Spec) 41 The dpec number is .200 Duf1ex 0 (R). Also attached, please find the Spec sheet. If you have any further questions, please feel tree to " ntao Me at (206) 775.2276. Si cer R Sim V co Prost RS s smr CC; Day. Larson Emily Buohwattrr CM, VC Move, 35 40 to to 30 44 362585? TECTR ASSOCIATES Physical data Coprincipal kW; .•. i • rrs 30W i lllls�+ all ;rhrtm' :11$4. I�y�o< •;;b�;r• litigated oelrolreellol DucnlpU4e • 1111 NI. AURATONE FIRECODE A1"424148" or 24'1124' M Cusp Exp Grid sysl —clp InlarNDlad -11911( I1el prof by iV AURATON6 FIRECODE canal,- 6'Intul balls Dam dp— Wnoncomb Instil and 2 rMWgdbt cone plank over bar Iolds -111, Oct 1141 441 P06 APR 15 '94 15:02 Ceilings Cammaits Felder nte**01 WO 30 35 40 Io to 39 44 1 6:6 .======l1=11;13. clo. wl. 1.2 AURATONE FIRECODE 41• x24" x 45" or 24"a 24' wool alp panels In Suspp Exo Orld SyaI —dp Intsrtupled —Ilphl Ila1 prat by W. AURATONE FIRECODE Wei or 1 r/! TNERMAFIDER min wool bd -1• non wd rub A lln Ilr own 2x10 wd Iolel —Ul Pee 6111 AURATONE flIECOD6 41'0241x46" or 24•400' or yo'x24'x24• In sus° Exp Odd Sys( —hip Intrrrup1W -0phl II41 pal by 41' AURATONE FIRECODE panda or 1 IN' TIIERMAFIBER min wool bd— I• nom wd sub b lin Braver 2x10 wd bete —US Du 6142 35 to 39 40 to 44 35 40 10 to 39 44 .....„.....„..,„„....:,..„:„.... f IB'h',� ; ,Tr. -•mac,. T te LL /P �� ...1 - I■ N AURATONE fIR6CODE 41'x 2' x 4' acoUll da Donal, In Suap lop Grid Syst —hip Intorruplad -2" Cone on riblath ov. oar Nisi --US Des 0201 AURATONE FIRECODE 3/4' a 2' a 2' would clo panels In Bulp Eon Grid Sysl —da Interruplsd —Ilphl IN prat by 4b' AURATONE FIRECODE oanale —Irk" deal tool deck & tlold loan plulk foul over oar 10131— W. Des P214 Indudos 4'a•nr, unralraln0d b.an 6A•904 31 SA•006 BA -cos 32 SA-004 33 SA•905 SA.004 34 SA.906 Noncombustible Ceilings Mineral fiber misses 35 10 30 cia. wt. 1,3 ACOUSTONE "F" Fall•Oukod /' x 12" x 24' or 12'4 38" min acousl tilt on 1 •Way Exp Oda Syst —AITIN Ill Ona•wsy aulwsod Odd syMein Ior 4eeeotlblllly 6A•005 35 40 to 44 35 to 39 cia, wt. 1.3 ACOUSTONE Foll•Backed Ramrod or Oltdsr W412-412• min Roust °sale dlrEl•hunp eonoealod accrsdble Ille on concoHd 100% AccosatbI. Dlrocl•hunp Soap Sysl --AITM EI4 syulam ACOUSTONE "F" Y' x 12' x 12' or 12' x 24' min, aactual 1114 on Concocted 2•rum0er Syst —Alto 114 Mule concealed 491100 acousUcsl Ula ;Yxlem; SIC sslInlilad SA•90S 36 6A-9D5 37 40 Io 44 alp. '1.1,0 4s• or 4't" x 24' n 24" or 24" a 41' 'oust do panels In Cusp Exposod Grid Sysl —A2TAt 114 BASIC noncpmbuukolo lapin panels; NRCVIMI with pallam as !III. wt. 1,5 AORATOHE 41' x 24' x 40' acousl eta panes In Strap Exp Odd Sound lest U50420108Includas Slot—main ov.r parin- 3 "TNERMMIDERSAFO over d9— Al11TA144 blmkolloalandInp4 II. cochsldtol partition SA.005 38 SA•o05 39 1 P ' AMA 1.11101 pmesdurs tor nor114nlahy Oscan' apacoa. Soo Caillnp Systems Ioldof, SA•005, Ior OTC 00104101 vado°e pdtorna. 8A'100NS0 Corporation 17 3625857 TECTA ASSOCIATES 441 P05 10 ;. PIPE neeif1 ANCk Rtergx, i (9XUV) i'ho Classification Information for meti7rels Identified as Maeda Coat- ings (COWL) should bo consulted for speolflo recommendations regarding the application of the ooating over primed painted surfaces, The dry density at which sprayed Material shall be applied to building el- . emeriti is epeoifled on the Indivldu I designs. Dry density measurements may be- datermitted by. removing et I est 0 Ins eq sections randomly select- slant od from the building, atibleotlng the melee to 120 F Iri an oven .until con- 1 slant weight Is obtained, followed by accurate weighing, measuring and calculation of the density In lb perlou ft, Constant weight is usually ob- tained after 24 to 48 h exposure within a 120 F oven. The cementltioue mixture or sprayed fiber thickness specification In a de- sign shall be considered the minlmt%m average thickness of he Individual thlokness readings measured In accordance with the Standard Test Moth - ods For Thloknoss and Density of Sprayed Fire 'Resistive Material Applied to Structural Members, ASTM E005, Individual measured thickness, which exceeds the thickness specified In " e design by 1/4 In or more shall .be recorded as the thickness specified In the design plus IA In. For design thlokneasee 1 In. or greater, the minimum allowable Individual thlokness shall pe the design thickness minus '1/4:' In. For design thicknesses leas than 1 ;In., the minimum allowable individual thickness shall be the design thickness minus 26 percent. The thickness of the cementitlous !mixture or sprayed fiber shell be cor• rooted by applying additional material at any location where: (1) the calcu- lated average thickness of the material Is less than that required by the de- sign or (2) an Individual measured thlokness reading Is more then 1/4 In. less or more then 6 percent less, (fdr dewier' thloknessne of greater then 1 in. and less than 1�in, respectively) than the specified thickness required by the design, . Areas of the structural frame and /or floor area are to be selected to ob- tdin representative average thloknesabs, Thickness readings on floor or well area, are to be taken symmetrically over the selected Brut, The average of all measurement' Is to be considered the average thickness of the area, Thickness measurements on beanie end /or columns are to be made around the member at sections within 12 Ire; of each other. The average thickness Is to be considered the average of the readings taken at both sections, Mixing and spraying Instructions ate Inoluded with each container of ma• terlal, Plaster- --The proper aggregate pnd mix proportions are specified on each design. Thicknesses are measufred from the outer fade of the plaster base. When a finish coat 1a not specified, It is not Included In the thickness dimensions, but It may be added. Materials evaluated for exterior eppiloa- tion ere so indicated on the Individual designs, Blanket insulation -- Unless specifically described In a design, the addi- tion of Insulation In the concealed 'pace between the ceiling membrane and the floor or roof structure may reduce the hourly rating of an assembly by causing premature disruption of; the calling membrane and /or higher temperatures on structural components under fire exposure conditions. Wood Frame Construction -8 '}stet, between Joists or trusses and spaces between the calling and the floor above shall be provided with fir - estopP1ng or dreftstopping es specified In the provisions of applicable building codes. *Q•. Roof Coverings—Most roof aseemblles are tested with Class C roof covering, The fire resistance ratings :for these eaeemblles ere also eppliue- ble when the roof covering Is a Class A, 8 or C system consisting of hot mopped or cold applied bituminous materials. The Class A, a and a ratings are determined by the Standard ULi90, Tests for Fire Realatenoe of Roof Covering Materials, , . Class A B or C roof coverings 'consisting of hot moped or cold ap- plied bituminous materials or a rogf covering 'material Classified tinder "Roofing Membranes" (CtIC1) may bo applied directly to the aoncrrettt or wood surface of floor dealgna being used es roofs without a reduction of fire resistance ratings. Class A, 8 or C prepared roof covering may be used on wood floor de- etgna without a reduction of the firs resistance rating provided a nailer of equal thlokness to the length of the mechanical fasteners le added to the flooring. APR 15 '94 15:01 „LOOK_F_O.r.4JV(AII.K.A I,.PISODUCT (Untitled) Phone memo: Call from Ahmad Mohazab (architect for Kinko mpting to get a U.L. ko Copy. he has found construction the roof joists that are specified. 2x6 verses 2x10. I told him that I would have to see the U.L. listing to make a determination. Previous to this call, the contractor tasked with the job of completing the tena nt improvement, came in and indicated that the decision had been m ade to sprinkler the building. I relayed this information to the Archi tect and he indicated that he wanted to persue the one hour ceiling asse mbly route to save his client $35K. He is to FAX a copy to me tomor row and we will discuss this further. copy) he was atte listed assembly to propose for the ceiling at Kin a system that will have approximately the same as the existing. The difference being the size of RSB 4/14/94 Page 1 City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director April 13, 1994 Mr. Ahmad Mohazab, R.A. TECTA Associates 150 Post Street #400 San Francisco, CA 94108 Re: Kinko Copy Center, Plan review # B94 -0075. Dear Mr. Mohazab: I have received your revised drawings for a proposed one hour roof - ceiling assembly. Unfortunately, the noted details are not adequate to describe and document the proposed construction of the required one hour roof - ceiling assembly. Our best information indicates that no acoustic ceiling tile (independently) is rated for one hour fire resistive protection. Consequently, a specification for a roof - ceiling assembly "listed" for one hour fire protection rating is required to be noted on plans with a copy attached thereto. Please note that the assembly that is selected must (as closely as possible) approximate the existing roof construction (member size, spacing & roof covering). Plan review approval will not be made until this information is received. Your prompt attention to this request will help in avoiding additional delays to this permit application. If you have any questions, please feel free to call . Sincerely, Building 'vision a""( Robert Benedicto, Sr. Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE PROJECT NAME e-2(e RECEIVED CITY OF TUKWILA APR 1 2 1994 PERMIT CENTER ADDRESS (I CONTACT PERSON � F� PC ..�- PHONE . cf. 2 - z d A R C H I T E C T OR ENGINEER I E (' PLAN CHECK/PERMIT NUMBER " CEO TYPE OF REVISION: / /,� (l /,(' C� SHEET NUMBER(S) e R 'TT = ( - A - r? "Cloud" or highlight all areas of revisions and date revisions. SUBMI 1'I E,D TO: 601') 5-Q rAzc 1 1 C Q *.t tsto t is e er AAcrr Accr at.ed, xb Coe`1 n WAILEP LETjT.- -rte. rats 6. fl Nc( id Q.). tl44Fo City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor March 2, 1994 Fire Department Review Control 41894 -0075 (512) Re: Kinkos Copy Center - 112 Andover Park East Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. .(NFPA 10, 4- 3.4.2) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) 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)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor unless the'dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination City 5 Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 4 shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1646. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.302) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -8 of The Uniform Building Code. (UBC 4204(a)) 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)) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation.. OF TUKWILA tment of Community14,)evelopment FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 TO:, , _ A " MK 6 AliM AD IADMAXAS DATE: levee Gm. FROM: torsteNetacp TITLEARGAIrecr COMPANY,: TeciA 4064* 6 TITLE: DEPARTMENT: DEPARTMENT: IS____1011t1,21 FAX NO. CALLED: NUMBER OF PAGES SENT BY TRANSMriTED INCL. (INITIALS): te, THIS COVER SHEET: Ab • : 16111 ;;:;*::::**2;,**$;;:***•.*,:•;,:•*:***:::*:4***.r:m**c*:***:*:***:*****.v.****:**:*:**;*;*,:.:**•;***,x4is**.si iii*:x*:*gx******.****;*:*:•:*:**;.:•;•:**?..r:4:44,41v,$:;.vx.; SUBJECT: hip4K0 coo 1141T6 'CZ e. 60 76 COMMENTS/MESSAGE: : 4RjeAlitiv‘ Can ccs-tr0 vv• Wit Molotetyla vefrjw-citt.A3 issoes oc-ogm's • exii-ocAota tette,c. A4e. is Ckattov■tiAr-) .e.,44eut,t.vbevk uvAev- Pat) IBIOSt 14 tO it 7. )...LOttl relowc. Covvvimaktot4 &vow% Covv6rcte4vv% • Gove)44.Rika.v. A-0 Ut cekk‘uzfr, ct ?Toutse. Mkt. tAcb-Wr c4sc.) •roog--- SMs'VeinAa. Mr 6 4,c„,k- ce..›00Q. v-004-ma., cotAAA.A.(A..e._ OkdeAre-tA4.445 ".. re-utstem.s, coce. 50,0 RA, t 1;?rlOtr 00(r- olklVeuA. re,t) th) biA t1, LI %ion C44, t1/4.) tC• MK. -2e,v2-fr'tet r eeveeee.v.woo.V.v.ve....w.. e.ve. ran,: IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 Office: (206) 431-3670 00/01/02 •:i City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director 28, 1994 Mr. Ahmad Mohazab, R.A. Tecta Associates 150 Post Street, #400 San Francisco, CA 94108 Re: Kinko Copy Center, interior tenant improvements, #B94 -0075 Dear Mr. Mohazab: The initial plan review by Tukwila Building Division indicates that additional information will be required to complete the plan review process. Applicants for the "Shell" building permit chose to defer work that would have completed the one hour separation wall between retail and storage uses, and the one hour protection required for the roof system of this building. Consequently, the interior tenant improvement plans must clearly detail each of the proposed alternates for the one hour roof/ceiling protection. "Listed" one hour assemblies must be detailed on plans, and in the case of the automatic fire sprinkler option, fire sprinkler design drawings must be submitted to the Tukwila Fire Department for approval. The registration laws and applicable codes in Washington State require that drawings and construction documents must be stamped and signed by the registered professional who prepared them or supervised their preparation when filed with public authorities, regardless of whether the structure or project is exempt or non - exempt. Please submit two copies of the construction drawings with your Washington State seal and your signature on each applicable drawing. Review of your application is on hold pending receipt of this additional information. If you have any questions please call this office. Sincerely, Tukwila uilding Division Sr. Plans Examiner 6300 SouthcenterBoulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Address: 112 ANDOVER PK E Permit No: B94 -0075 Type: B -BUILD Location: Parcel #: 022300 -0045 CITY TUKWILA COMMENTS ACOM Status: PENDING Applied: 02/25/1994 Issued: ****************************,**********,**** * * * * * * * * * * * * * * ** * * * * * * ** * * * * * ** Permit Comments: STATED ALTERNATES FOR PROVIDING 1 -HR CEILING FOR THIS BLDG ARE APPROPRIATE. HOWEVER, PLANS MUST HAVE DETAIL OF LISTED ASSEMBLY TO BE USED. IF NOT YET DETERMINED THEN ALL ALTER- NATES MUST BE DESCRIBED. PLANS MUST BE SIGNED AND SEALED BY ARCHITECT OF RECORD. COMMENT LETTER TRANSMITTED VIA FAX 28FEB94. Recieved a phone call from Ahmad Mohazab in response to com- ments in letter of 28Feb94. Regarding the issue of the architects seal and signature on the drawings, he is claim- ing exempt status for this job, under RCW 18.08.410, #7. We will require confirmation from the general contractor regard ing this matter. Mr. Mohazab has agreed to decide what met- hod is to be used to provide the one hour protection of the roof system, and detail it on the plans. Have agreed to continue the plan review routing provided that he gets this additional information to me prior to final plan review by building division. i my OF TUKWItA APPROVED APR 2 • 4 .91.01- SEPARATE PERMIT REQUIRED FOR: O MECHANICAL O ELECMICAL O PLUMBING O GAS PIPING CITY OF TUKWILA BUILDING DIVISION .w FILE COPY I understand that tha P ;,:n Chic gyp; z '. , ;•.) $abject to orc:o end o riti;,lons end • cf plans coos not authorize the violation cf dopted copy of .... a • of !contractor': Pun* c - 0 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL. OF TUKWILA BUILDING DIVISION. NOTE: REV131CIN9 WILL REQUIRE A NEW PLAN! CULTIITTAL AND MAY INCLUDE ADDmONAL PLAN REVIEW FEE& VICINITY MAP the copy center GENERAL REQUIREMENTS r THE A.L.A. DOCUMENT, A -201, LATEST EDITION "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" SHALL PRE VAIL. SCOPE: A. PROVIDE ALL MATERIAL, EQUIPMENT AND LABOR TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS. B. IN GENERAL THE WORK INCLUDES BUT IS NOT LIMITED TO THE COMPLETE INTERIOR ALTERATION. THE CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION SCHEDULE SEE SPECIAL CONDITIONS TO CONTRACT BASED ON THE - WORK TIME REQUIREMENTS, 1. DEIVIOLISH EXISTING STRUCTURES AS SHOWN OR NOTED, 2. ALTERATION TO ELECTRICAL, MECHANICAL AND PLUMBING WORKS. 3. PATCH TO MATCH FINISHES AFFECTED BY THE NEW CONSTRUCTION. 4. CONTRACTOR SHALE, VISIT THE SITE, CAREFULLY EXAMINE - THE AREAS AFFECTED BY THE WORK AND FAMILIARIZE THEMSELVES OF THE CONDITIONS AND SHALL REPORT TO ARCHITECT MW DISCREPANCIES OR QMMISSIONS WHICH WOULD INTERFERE WITH SATISFACTORY COMPLETION OF THE WORK PRIOR TO SUBMITTING .BIDS. 5. THE CONTRACTOR SHALL MAKE SURE THAT ALLL, TRADES WORK CONFORMS TO THE LATEST FEDERAL, STATE AND CITY CODES AND ORDINANCES. THE CONTRACTOR SHALL OBTAIN PERMITS BEFORE STARTING WORK AND OBTAIN APPROVALS OF ALL REGULATORY AGENCIES UPON COMPLETION. WHEN "APPROVED EQUAL", "EQUAL TO," OR OTHER GENERAL QUALIFYING TERMS ARE USED, IT SHALL BE BASED UPON THE REVIEW AND APPROVAL BY THE ARCHITECT PRIOR TO ANY PURCHASE OR INSTALLATION, THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL TO THE ARCHITECT AND OWNER PRIOR TO COMMENCEMENT OF WORK: CONTRACTOR TO SUBMIT CUTS, SAMPLE AND FINISHES FOR WRITTEN APPROVAL PRIOR. TO ORDERING OR FABRICATION. ALL SUBMITTALS SHALL BE IN TRIPLICATE TO THE ARCHITECT. CONTRACTOR SHALL REVIEW SUBMISSIONS PRIOR TO SUBMITTAL AND SHALL NOTE HIS APPROVAL ON SAME. THE ` CONTRACTOR SHALL PROVIDE THE ARCHITECT A MINIMUM OF TEN (10) WORKING DAYS TURNAROUND TO REVIEW SHOP DRAWINGS. TELEFAX SUBMISSIONS ARE NOT ACCEPTABLE. 9. THE WORD "PROVIDE" SHALL MEAN TO FURNISH AND INS'T'ALL ALL MATERIALS NECESSARY TO COMPLETE WORK IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS." 10. " ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF WORK. PRODUCTS OF ; 'OTHER MANUFACTURERS EQUAL IN DESIGN, .COLOR AND QUALITY ' MAY BE SUBSTITUTED IF APPROVED BY THE ARCHITECT AS MEETING ESTABLISHED DESICsIE AND FUNCTION CRITERIA. ANY PROPOSED SUBSTITUTIONS MUST SE- QUALIFIED AT BID SUBMISSION. 11. ALL WORK SHALL BE EXECUTED IN ACCORDANCE 1tVITHH THE BEST ACCEPTED TRADE PRACTICES AND AS PER MANUFACTURERS RECOMMENDATIONS. 12 A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS AND SHOP DRAWINGS SHALL BE KEPT AT THE JOS SITE FOR REVIEW BY THE ARCHITECT, THESE DRAWINGS SHALE BE UPDATED WITH THE LATEST. RED ISIONS. 13. THE CONTRACTOR SHALL PREPARE AND UPDATE CONSTRUCTION SCHEDULE, COMPLETION DATE MAY NOT BE EXTENDED WITHOUT WRITTEN NOTICE. 14. IF THE LOCATION OF THE WORK IS IN AN AREA THAT MUST CONTINUE IN OPERATION DURING THE PROGRESS OF THE WORK, THE CONTRACTOR IS TO PROVIDE MINIMUM INTERFERENCE WITH OPERATION. - 15. SPECIAL PRECAUTIONS AND TEMPORARY. PARTITIONS SATISFACTORY TO THE OWNER AND ARCHITECT MUST BE PROVIDED TO PROTECT THE OCCUPANTS OF THE BUILDING AND THE PUBLIC FROM - ACCIDENTS IN CONNECTION WITH THE WORK. 16. CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL FLOOR AND ADJACENT SPACES TO OUTSIDE OF THE BUILDING AT. ALL TIMES DURING CONSTRUCTION. 17. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS SHOWN UNLESS OTHERWISE NOTED BY ARCHITECT. ALL MATERIAL SHALL BE NEW AND OF THE BEST QUALITY. 18, CONTRACTOR SHALL INCLUDE ALL CUTTING, DRILLING AND PATCHING REQUIRED TO PERMIT THE INSTALLATION OF HIS WORK AND HIS - SUB - CONTRACTORS. 19.. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUB-CONTRACTORS. 20. ALL MATERIAL AND EQUIPMENT SHALL MEET APPLICABLE STANDARDS AS PUBLISHED BY ANSI AND NEMA AND SHALL BE LISTED BY U.L., WHERE REQUIRED, MEA NUMBERS MUST- SE PROVIDED. 21. ANY DAMAGES TO EXISTING PARTITIONS, FLOORS, CEILINGS OR ANY PART OF THE BUILDING OR EQUIPMENT CAUSED BY THE WORK OF THE CONTRACTOR SHALL BE MADE GOOD AT NO ADDITIONAL EXPENSE TO THE OWNER. 22. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE FROM THE JOB SITE AND BROOM CLEAN DAILY. 23. THE CONTRACTOR IS TO CONTROL CLEANING TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. 4 24. WHEN REMOVING AN EXISTING OUTLET, CABLES ARE TO BE REMOVED FROM ORIGINATING POINT AND A COVER PLATE TO BE INSTALLED AT THE WALL.: IN CASE OF ELECTRIC CUTLETS, WIRES ARE TO BE REMOVED TO THE JUNCTION BOX,` AND CAPPED. COVER PLATE TO BE INSTALLED AT WALL.. REMOVE ALL AFADONED CONDUIT. 26. ALL - NEW, MODIFIED OR EXISTING OUTLETS ARE TO BE CIRCUITED TO CONFORM TO APPLICABLE ELECTRICAL BUILDING CODES. 28. THE CONTRACTOR SHALL GUARANTEE THAT A.L. WORK OF THIS CONTRACT IS FREE FROM ALL DEFECTS, AND IS AS SPECIFIED. SHOULD ANY DEFECTS, WHICH CANNOT BE PROVEN TO HAVE BEEN CAUSED BY IMPROPER USE DEVELOP WITHIN THE PERIOD OF ONE ' (1I ' YEAR FROM THE MATE OF FINAL ACCEPTANCE OF WORK', SUCH DEFECTS SHALL BE MADE GOOD SY THE CONTRACTOR, WITHOUT COST TO THE OWNER. 27. ALL EQUIPMENTS PROVIDED SHALL HAVE A MINIMUM OF ONE It YEAR WARRANTY FROM. DATE OF ACCEPTANCE OF WORK. ,A,14( , x ;...' arm 11111111111111111i111111111111111lI „'111111111l1if 111111f;1.�F 0 16 THS INCH 1 I i u. 1111 1 7., TUKWILA, WASHINGTON LIST OF DRAWINGS T"' ■ VIE T-2 SPECFnAllON T-3 ELECT/ HVAC NOTES/ SCHEDULES A-'l DEMOLITION/ CONSTRUCTION PLAN A-2 RE.FLEC i► CEILFIG PLAN A-3 FIXTLWE PLAN A -4 S+ DETALS A-5 DETAILS --1 MECIESANICAL NOTES/ SYMBOLS M-2 MECHASICAL :ROOF PLAN M-3 WECHANCAL CELISG PLAN ice"` -I ABBREVIATIONS/ SV OLS/ + N.NOTESf T"'2 E -2 POWER PLAN E°'3 LIGHTESEI PLAN E-4 ELECTRICAL 1100f PLAN E-S - PiONitie LIST OF SYMBOLS SECTIONS OR ELEVATIONS DETAIL SETAE,. ENLARGEMENT ...-. LETTER WO FOR SUILDING SECTIONS OR FOE ELEVATION/0 RAC PRAWN .Moil east , tilt Woolf* Apposixte --- FRANKS MO VOA agiettg, - - DRAW* WAWA DETAIL APPEARS NUMP,ER OR DETAIL. --- DRAWxNO NINASER WERE 4Fd t DETAIL. APPEARS AREA NEil3O ENLARGED DEFINED SY DOTTED LINE DETAIL.ELE VATIO AND /OR $ CTIQ IDEWITFICATION INTERIOR ELEVATIONS DETAIL LABEL WWAL,L, FLASHING SCALE: va i' -u" .--. DRAWING NUMBER BER WHERE ELEVATION APPEAR J 0 •I* : * 44: 'r. 4V,o'c EssaEssEss MISITTENSEN ELEVATION NUMBERS ROOM NUMBER DOOR RINSER REVISION NUMBER PARTITION' TYP EL 452' 2`2'- FINISREC ELEVATION INSULATION DO SIR WALL ill 14 �W/ALL},�( r! y{ j[.. Q}�,�� �j�/� 3 WV MTL STUDS INT A i i r 0.0.H , � a• M1 %7. '.�1 VF!v7 1E WALLS TO REMAIN TO WALLS/ VON:MAtIL.. 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R.O. fL. GYP. SD. 0.0, KM. R.v.A,C, H.cO. HOT. FOUNTAIN Ii DOWN DETAIL EACI4 ELEVATION ELECTRIC• t;L�VATOfi' ELECTRICAL CON RACTOR FRESH AIR ROAtNE dri L0 1x I�LC4'iR " FRESH FLOOR FIREPROOF sets CLa$sa i:Eb OPENR4 FIRE RATED FULL 83x GLASS IERAL CORAOTOR HOLLOW 3RETAL HEATING VeNT Te Alit C -0tb4TtOPE •le HUNG CEO MIGHT P. PART. PL. REEL R,0. S.C.w.D. 3.s. STOR. ST. T. TEL T.O.S. T.O. 'T`ERR. T.O.W. TYP. WEIN VEST. V.,. ii.44111111 111111111111111111111111111111111111 9 10 11 MA" INGERWVN 12- it 0 Et Zt It OL 6 8 4 9 G £ Z t WW 0 (I ! I I I I 1, 111111111III) Illilillll1.I11!11IJ,II1111J►11 1111111! 11111111111111111111111 J1!!I! 11!11!1!!11!! 1111 !i(II!11111(1111111!111111111 AL" • • f* 03.06firf � .T 03. NOV ttuMENACTIMEIE WOW* OOSTTRACTOR TO CIA ON mrnst p PARTITION P411.03; AIN REFER 9LIEOISTER, RESILIENT TILE C SUPPLY M SELF CLOSING, MR CORE WOOD STAB . SERVO RDA OR STAINt38$ I TEEk. STANDARD STORAGE BI T'AEL- tom STREET OR STAIR TREAD OR TGR.ET TELEPHONE TOP OF' SLA 1 TRIMMED OPENIND TERRAZZO T ' oNviss, ` ! TA ; WIF`INtS# D ' UNLESS OTHERWISS TED VESTIOOLE vIRIF .1N FIELD VINYL TILE • R FwA r REVIEW. SC's WINN OMER Alm LANDLORD $04 COMMA. TE. H.C. ACCE E i$. 34EW. PROVIDE DUAL LEVB:: PER TrILE 24 SEE . IZIECTRIPAL , 4-000WIATE WORK WrIll LA WLal . ALL ice WORK �.L I � L., 1 BAS FOR MaINAMCAL ": S-NEW. SEE HVAC D'W . ROOF 11OP ECAPIVENT SHALL SE MOUNTED 06111-1,.. CAMERA. CONTRACTOR. TO PROVIDE stRuc.i. CALM/ DINGS, ' RE RY' SIX.0148 D ART' Tit A1POVAL: 6-DESIC# RAD PAWV OF ALT. 02 1 1 .F1 T` U,. EIE BY HAWS, MCA, 0HWDF8 0,2 INAMCAP A4 OR EQt VALENT. PROVIM POWEIR, FOR co Ot Affi 2 019 • rr °Mt./UM: I %:/- D, u -LC)PMENT .... TECTA ASSOCIATES ARCHITECTURE *ITERAORS PLANNSIG ZIT ST' Ent 400 SAN ENNIC1000, CA 9410a 4W 4 FAX CC z CC z cp0002e kJ CONSULTANTS PROJECT l0000nalanftatoloo .. �.rT._...�. ,,�.�_.. o•ov. Roof :c164.04." for PY..GnJf.Y `{..:: iS.7,:•r. •r. J''4 ;a: .rue�a:ua..44,:.t raVY:. x. u.'c:r....r.:•;..a_. t::.: }:h'F MEET TITLE TITLE SFET StEET $J •- ..x.,. �.. - ate._. .. ,.. ,...... ...,�.... ...s.. :.:. ENE..", ...... 4 - }F '.;1 FURNID BY INSTALLED BY OWNER G.O. 1 La., .' ;'.7-- L,!. SISNAGE (FOR SIGNASE SEE NOTE 1) r "r:.,. rotretaigar NEON-SIONS-INO •r PL a • � •: - PATCH .•- r N GYP 11 BOARD 0; L-,! Y MG S, ` 41101-1104 MOOR Q OW - +�► 0 tl . RI ..... ;• .'.. yr ..� w,.. Li 7. GrAglieEtte N 0Y ( .•MM4. - . h-<4 ;4 • • nl••l..t.Yl.:.n..v.y.,«..+I.iyn w.M.rf,. �,,: ' 4I ..+.. -..... •--+ .w.. A o+. ,v t S GENERAL 0 AC SYS (NOTE-6) I ..ICS ":. ,. �.. -AINTMO BASE ; 011-ER-FINISS .' c ,..'1• • 3�. ..._ ,,.. ..:,.,v. ..,, ,,,,. ctsmaii • ROOMS C4D;.. wA. ,n4'4.6.--, : Y. Y s.+pq.+VV,tV , SPRWLER SYSTEM (8) T,. . , ' FwA r REVIEW. SC's WINN OMER Alm LANDLORD $04 COMMA. TE. H.C. ACCE E i$. 34EW. PROVIDE DUAL LEVB:: PER TrILE 24 SEE . IZIECTRIPAL , 4-000WIATE WORK WrIll LA WLal . ALL ice WORK �.L I � L., 1 BAS FOR MaINAMCAL ": S-NEW. SEE HVAC D'W . ROOF 11OP ECAPIVENT SHALL SE MOUNTED 06111-1,.. CAMERA. CONTRACTOR. TO PROVIDE stRuc.i. CALM/ DINGS, ' RE RY' SIX.0148 D ART' Tit A1POVAL: 6-DESIC# RAD PAWV OF ALT. 02 1 1 .F1 T` U,. EIE BY HAWS, MCA, 0HWDF8 0,2 INAMCAP A4 OR EQt VALENT. PROVIM POWEIR, FOR co Ot Affi 2 019 • rr °Mt./UM: I %:/- D, u -LC)PMENT .... TECTA ASSOCIATES ARCHITECTURE *ITERAORS PLANNSIG ZIT ST' Ent 400 SAN ENNIC1000, CA 9410a 4W 4 FAX CC z CC z cp0002e kJ CONSULTANTS PROJECT l0000nalanftatoloo .. �.rT._...�. ,,�.�_.. o•ov. Roof :c164.04." for PY..GnJf.Y `{..:: iS.7,:•r. •r. J''4 ;a: .rue�a:ua..44,:.t raVY:. x. u.'c:r....r.:•;..a_. t::.: }:h'F MEET TITLE TITLE SFET StEET $J •- ..x.,. �.. - ate._. .. ,.. ,...... ...,�.... ...s.. :.:. ENE..", ...... 4 - }F '.;1 DEMOLITION, CUTTING, AND PATCHING 1.15 1.27 1.36 PERFORM ALL Coil TING, FITTING, CAP1NG, AND PATCHING REQUIRED TO PIT WORK TOGETHER, PROVIDE ROUTINE PENETRATION OF NONSTRUCTURAL SURFACES FOR INSTALLATION OF DUCTS, PIPING, ETC. DO NOT CUT OR PENETRATE MW STRUCTUAL MEMfi►ER (POST, BEAM, ETC.) WITHOUT ARCIEITECT'8 PRIOR APPROVAL. REMOVE ALL EXISTING ITEMS NECESSARY TO ACHIEVE THE FINAL PROJECT PER CONTRACT DOCUMEN^:'8, WH THEH SPECIALLY CALLED OUT OR NOT. CONTACT ARCHITECT, W REMOVAL IS NOT CLEAR (BEFORE COMMENCING WORK. USE SAFE CUTTING AND DEMOLITION METHODS THAT MOIL PREVENT DAMAGE TO OTHER WORK AND PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OR REPAIRS. RESTORE ALL NEW AND REMAINING FINISH SURFACES AFTER CUTTING OR DEMOLITION. NOTIFY ARCHITECT OF ANY DEFICIENT OR DETRIMENTAL CONDITIONS UNCOVERED DURING DEMOLITION. DO NOT COVER. CONTRACTOR SHALT. FURNISH, INSTALL, AND MAINTAIN ALL REQUIRED TEMPORARY FACILITIES, AND FACILITIES REQUIRED FOR CONTRACT PERFORMANCE, MAINTAINED IN A SAFE AND SANITARY CONDITION UNTIL COMPLETION OF THE CONTRACT, WHEN ALL TRACES OF CONSTRUCTION SHALL BE RECEIVE. "INCLUDING' SHALL. MEAN 'INCLUDING AS A MINIMUM CONDITION BUT NOT L$M TE0 TO" IF USED TO SPELL OUT THE REQUIREMENTS A PRODUCT BUT SMALL NOT BE INTERPRETED TO MEAN THE ALLOWANCE OP "%DUAL" PRODUCTS OR ANY OTHER RELAXATION CP SPECIFIiCATION& 7.03 CAULKING AND SEALING SHALL BE GUARANTEED FOR 2 YEARS. 9.4.2 DIVISION 8: DOORS AND HARDWARE 8.01 1.28 INSTALL ALL DOORS, FRAMES HARDWARE, RELATED PARTS AND MATERIALS AS INDICATED 1N DRAWINGS. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEM AND RELATED ACCESSORIES; PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUPACTINRER'S SPECIFICATIONS AND RECOMMENDATIONS. STAINLESS STEEL, CHROME PLATED SURFACES AND OTHER BRIGHT METAL FINISHES SHALL NOT BE PAINTED UNLESS OITERWISE DIRECTED. 9.4.3 1.16 FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICE REQUIRED, EXCEPT AS STATED BELOW. CONTRACTOR SHALL MAKE ALL TEMPORARY AND PERMANENT CONNECTIONS REQUIRED. HE SHALL KEEP ALL SYSTEMS IN GOOD ORDER AND SHALL MAKE NO PERMANENT CHANGE THAT IS DETRIMENTAL. 1.29 DIVISION 2: SITE WORK GENERAL 2.01 ESTABLISH OR VERIFY LOCATION OF ANY EXISTING UTILITIES AND CONNECTION POINTS SERVING OR CROSSING PROPERTY, AND 8.1.2 USE ONLY PANT AND REALATED MATERIALS OF THE MANt_RACTURER9 SPECIFIED. 8.02 FABRICATE AND ERECT TRUE, SLUMS AND SQUARE AS SPECIFIED, DETAILED AND AS PER MANUFACTURERS RECOMMENDATIONS. GYPSUM DRYWALL: U.S. GYPSUM 5/S" THICK SHEET ROCK PANELS OF STANDARD QUALITY. U.S. GYPSUM 6/8' TYPE "X'. 9.4.4 9.1.3 CLEAN ALL SURFACES TO BE PAINTED OF LOOSE DIRTS, GREASE AND DUST BEFORE WORK 1S STARTED. 8.03 FASTENERS: DRYWALL SCREWS OR PROPER SIZE AND TYPE, PER MANUFACTURER'S RECOMMENDATIONS. 9.4.6 CUTTING, BORING, AND NOTCHING IN STUDS, JOISTS, AND RAFTERS SHALL NOT EXCEED UBC 2617, EXCEPT NO NOTCH SHALL EXCEED 50 PERCENT OF WIDTH. NOT CUTTING, BORING, OR NOTCHING SHALL BE DONE IN AMY CLOUM, BEAM, GIRDER. TRUSS MEMBERS, SHEAR WALL, OR OTHER STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL OF ARCHITECT OR ENGINEER. DO NOT CUT OR BORE PLATES IN SHEAR OR BEARING WALLS. PLATE HOLES IN OTHER WALLS SHALL MEET UBC 2517, SHALL BE LIMITED TO 50 PERCENT, AND SHALL BE REINFORCED WITH METAL STRAPS. QUALITY AND MATERIALS 1.17 MATERIALS AND EQUIPMENT SHALL BE NEW AND OF THE STANDARD KINDS PROVIDED FOR THE QUALITY SPECIFIED OR REQUIRED (AND WILL INCLUDE ANY SPECIAL FEATURES SHOWN OR SPECIFIED). SECOND OR RERUN ITEMS ARE NOT PERMITTED DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL PACKAGES, STAMPED OR MARKED PER CONTRACT DOCUMENTS. 1.18 MATERIAL SPECIFIED BY REFERENCE TO NUMBER OR TITLE OF A SPECIFIC STANDARD (SUCH AS FEDERAL SPECIFICATION, TRADE ASSOCIATION STANDARD, ETC., SHALL COMPLY WITH REQUIREMENTS OF THE LATEST REVISION, INCLUDNG AMENDMENTS OR SUPPLEMENTS. IN THE CASE OF CONFLICTS BETWEEN REFERENCES, CODES, REGULATIONS, OR CONTRACT DOCUMENTS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 1.19 MATERIALS REQUIRING TESTING SHALL PASS MINIMUM STANDARDS GIVEN IN THIS DOCUMENT OR REQUIRED BY CODE, WHICHEVER IS MORE STRINGENT. 1.20 MINIMAL COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS IS INSUFFICIENT TO ASSURE ACCEPTANCE OF WORK. ALL WORK SHALL BE OF THE HIGHEST STANDARDS OF INDUSTRY. ONLY COMPETENT PEOPLE SHALL BE EMPLOYED, AND NO DEFECTIVE OR SUBSTANDARD MATERIALS SHALL OE USED. INCOMPLETE, DEFECTIVE, OR POORLY EXECUTED PRODUCTS SHALL BE REMOVED IMMEDIATELY AND REPLACED AT N0 EXTRA COST. POOR PHYSICAL APPEARNCE, OR FAILURE TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS WILE. BE REJECTED BY ARCHITECT. TRANSPORT, HANDLE, STORE, PROTECT, AND INSTALL MANUFACTURED ITEMS 114 STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR PROPRIETARY PRODUCTS MW BEST TRADE STANDARDS FOR GENERAL BUILDING MATERIALS. PROTECT PRODUCTS AND FINISHES FROM DAMAGE FROM CONSTRUCTION OPERATIONS. PROTECT AGAINST VIBRATION, WEATHER, TEMPERATURE, MOISTURE, DIRECT CONTACTOR IS STRICTLY RESPONSIBLE FOR THE CO$DITFONS. VENTILATE AS REQUIRED. CONTRACTOR IS STRICTLY RESPONSIBLE FOR THE CONDITION OF ALL MATERIALS AND EQUIPMENT UNTIL FINAL COMPLETION DO NOT STORE FINISH MATERIALS OUT OF DOORS. PROTECT METAL PRODUCTS WITH WEATHERPROOF WRAPPINGS. DOOR SIZES ARE NOMINAL. ALLOW FOR CLEARANCE AND ANY UNDERCUT. 9.1.4 SUBSTITUTIONS 1.29 CONTRACTOR MAY REQUEST A SUBSTITION FOR PRODUCTS NOTED "OR EQUAL." THE REQUEST CONSTITUTES THAT THE CONTRACTOR: A. INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT 11' IS EQUAL OR SUPERIOR IN ALL RESPECTS TO THAT SPECIFIED. 6. WILL PROVIDE THE SAME WARRANTIES FOR THE SUBSTITUTIONS AS FOR THE PRODUCTS SPECIFIED. c. WILL COORDINATE ACCEPTED SUBSTITUTION'S INSTALLATION INTO THE WORK AND MAKE OTHER SUBSTITUTIONS OR ADJUSTMENTS REQUIRED TO COMPLETE THE WORK IN ALL RESPECTS. D. WAIVES CLAIMS FOR ADDITIONAL COSTS WHICH MAY SUBSEQUENTLY BECOME APPARENT. 1.30 THE BURDEN OF CONCLUSIVE PROOF OF EQUALITY 18 UPON THE CONTRACTOR. PROOF SHALL INCLUDE SUFFICIENT FACTUAL AND COMPARATIVE DATA, PERFORMANCE, AND TEST DATA OR INFORMATION NECESSARY TO ESTABLISH THAT THE . REQUESTED SUBSTITUTION 13 CLEARLY EQUAL IN QUAUTY. UTILITY, DURABILITY, STRENGTSI, PERFORMANCE, FINISH, ARRANGEMENT, REPAIR AND MAINTAINENCE, COMPATIBILITY WITH OTHER EXISTING OR SPECIFIED ITEMS, AND ANY OTHER RELEVANT DATA. SUBSTITUTES MUST MEET THE DESItiN INTENT OF THE CONTRACT DOCUMENTS AND WILL BE REJECTED IF ARCHITECT JUDGES THAT THEY DO NOT. 1.31 PROVIDE PROTECTION. SHOULD UNCHARTED OR INCORRECTLY LOCATED SUBSTRUCTURES OP. UTILITIES BE FOUND, CONSULT WITH ARCHITECT IMMEDIATELY, CONTRACTOR 18 RESPONSIBLE FOR CONSULTING WITK EACH UTILITY TO DETERMINE THEIR REQUIREMENTS FOR CONNECTION, SERVICE LINES, LOCATION, FEES, PROCEDURES, ETC. DIVISION 3: CONCRETE 3.01 8.04 METAL ACCESSORIES: U.B. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND PERFORATED TAPE. ALL CONCRETE CORING AND PATCHING IS TO BE DONE AS PER THE STANDARDS OF THE TRADES INVOLVED. COORDINATE WITH ALL SUBCONTRACTORS PRIOR TO CORING. FILL AND REINFORCE AS REQUIRED BY THE LOCAL AUTHORITIES, CODES, AND STANDARDS OF THE TRADE. DIVISION 5: MISCELLANEOUS METALS 5.01 PROVIDE AND INSTALL GRID SYSTEM COMPLETE FOR ACOUSTIC CEILING TILE SYSTEM. 5.02 INCLUDE ALL ACCESSORIES, SUCH AS BRIDGING, TRACK, ETC. PROVIDE ALL MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS AND OTHER METAL. ITEMS AS REQUIRED. DIVISION 6: CARPENTRY 6.01 PROVIDE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT WAS PRODUCED. 6.02 GRADES OF LUMBER SHALL CONFORM TO WESTERN WOOD PRODUCTS ASSOCIATION STANDARD PS 20 -70 OR APPROVED EQUAL, AND ALL LUMBER SHALL BE MARKED WITH PROPER GRADE. 6.03 I. STRUCTURAL MEMBERS SHALL BE WESTERN WOOD PRODUCTS ASSOCIATION NO. 1, DOUGLAS FIR OR EQUAL. 6.03 U. THE HARDWARE SUPPLIER SHALL VERIFY THAT THE SPECIFIED HARDWARE ITEMS ARE APPROPRIATE, SHALL FUNCTION AS INTENDED, AND CONFORM WITH ALL CODES AND STANDARDS INCLUDING ACCESS, EGRESS AND HANDICAPPED REQUIREMENTS. 8.05 THRESHOLDS AND SADDLES SHALL BE PEMKO OR APPROVED EQUAL. 8.06 ALL INTERIOR DOORS SHALL RECEIVE LEVER HARDWARE. 8.07 FINISH ON ALL HARDWARE IS TO BE SATIN ALUMINUM. DIVISION 8.1: GLASS AND GLAZING 8.1.1 DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK. 8.1.2 9.1.8 PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT UNLESS OTHERWISE NOTED. TINT PRIMER TC APPROXIMATE SHADE OF THE FINAL COAT. TOUGH -UP ALL SUCTION SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRST COAT, AND BEFORE APPLYING SECOND COAT, TO PRODUCE AND EVEN RESULT 114 THE FI?41SH COAT. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RECOAT TIME. ALL DETAILS ARE TO COORDINATED WITH THE STRUCTURAL FRAMING AND OTHER BUILDING COMPONENTS, INCLUDING INTERIOR FINISHES, AND OTHER RELATED BUILDING ITEMS IN ORDER TO PROVIDE A COMPLETE ENCLOSURE OF FINISH MATERIALS. STRUCTURAL AND FIREPROOFING REQUIREMENTS SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8.1.3 ATTACHMENT AND SEALANT DETAILS FOR THE GLASS ARE SHOWN SCHEMATICALLY AND REINTENDED TO ESTABLISH PERFORMANCE AND MATERIAL QUALITIES DESIRED, (SEE DRAWINGS). 8.1.4 COORDINATE LOCATION OF GLASS, SEALANT POSITION AND COMPATIBILITY OF SEALANT WITH ADJACENT WORK, INCLUDING FINISH MATERIALS AND OTHER CONTINUOUS SEALANTS. WOOD BLOCKING SHALL BE PROVIDED BY THE DRYWALL CONTRACTOR. (FIRE TREATED). 9.1.7 9.4.0 SPACE 8 GA. HANGER WIRES AT 48" O.C. ALONG CARRYING CHANNELS AND WITH d" OF ENDS OF CARRYING - CHANNEL RUN. INCONCRETE, ANCHOR HANGERS SY ATTACHMENT TO REINFORCING STOOL, BY LOOPS Eh BEDDED AT LEAST 2' OR BY APPROVED INSERTS. 9.1.8 INSTALL 1 1/2" CARRYING CHANNELS 48" O.C. AND WITHIN 6" OF WALLS. POSITION CHANNELS FOR PROPER CEILING FLIGHT, LEVEL, AND SECURE WITH HANGER WIRE SADDLE -TIED ALONG CHANNEL. PROVIDE 1" CLEARANCE BETWEEN RUNNERS AND ABUTTING WALLS AND PARTITIONS. AT CHENNEL SPLICES, INTERLOCK FLANGES, OVERLAP ENDS 12° AND SECURE EACH END WITH DOUBLE- STRAND 18 GA. TIE W1RE. 9.1.9 ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO 1 1/2" CARRYING CHANNELS OR MAIN SUPPORT MEMBERS. SPACE FURRINGS (1O" O.C. AND WITHIN 8" OF WALLS). PROVIDE 1" CLEARANCE BETWEEN FURRING TO CARRYING CHANNELS WITH CLIPS OR SADDLE -TIE TO SUPPORTS WITH DOUBLE - STRAND 18" GA. TIE WIRE. 9.1.10 AT LIGHT TROFFERS OR ANY OPENING THAT INTERRUPT THE CARRYING OR FURRING CHANNELS, INSTALL ADDITIONAL CROSS REINFORCING TO RESTORE LATERAL STABILITY OR GRILLAGE. 9.2 GYPSUM BOARD APPLICATION: 9.2.1 FRAMING MEMBERS: EXAMINE ALL SURFACES TO RECEIVE GYPSUM BOARD. AND MAKE CERTAIN THAT FRAMING IS PLUMS AND TRUE. WASH ALL METAL SURFACES WITH MINERAL SPIRITS TO REMOVE ALL DIRT AND GREASE BEFORE APPLYING FINISH. WHERE RUST AND /OR SCALE IS PRESENT, WIRE BRUSH OR SAND CLEAN BEFORE APPLYING. 9.4.7 PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING. 9.4.8 SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 9.4.9 BEFORE STARTING FINISH WORK, REMOVE HARDWARE ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. 9.4.10 WOOD DOORS: SEAL BOTTOMS, TOPS AND EDGES. SAND ALL WOOD FACES OF DOORS BEFORE FINISHING. 9.4.11 PAINT ALL REGISTERS, LOUVERS, GRILLES, EXP•SSED PIPING, ACCESS DOOR VENTS, EQUIPMENT MOUNTING BOARDS, ETC., PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. 9.4.12 SAND ENAMELLED FINISH APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE AN EVEN, SMOOTH FINISH. 9.4.13 160 FOST MEET 81i118 400 SAN FRANOS900, CA 64106 416 - 3023044 FAX CONSULTANTS 9.2.1 A. 1.21 EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE A KNOWLEDGEABLE AND HIGHLY 8'KtLLED SPECIALIST IN HIS TRADE. EACH SHALL. BE FULLY FAMILIAR WITH ALL PRODUCTS SPECIFIED AND ALL REQUIREMENTS FOR THEIR PROPER INSTALLATION. EACH TRADE SHALL REVIEW ALL SPECIFICATION SECTIONS, DRAWINGS, OTHER CONTRACT DOCUMENTS, AND FIELD CONDITIONS AND SHALL NOTIFY ARCHITECT OF ANY WORK THAT CANNOT PROPERLY INSTALLED, OE FULLY GUARANTEED, MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS, OR FULLY COMPATIBLE WITH PRIOR OR SUBSEQUENT WORK OR EXISTING CONDITIONS, PRIOR TO BID SUBMITTAL. DO NOT PURCHASE OR INSTALL A PROPOSED SUBSTITUTION WITHOUT ARCHITECT'S WRITTEN APPROVAL. SUCH APPROVAL SHALL NOT RELIEVE CONTRACTOR OF ANY NECESSARY REPAIRS OR SUBSEQUENT DAMAGE COSTS OR REPLACEMENT WITH ORIGINALLY SPECIFIED PRODUCT SHOULD SUBSTITUTED PRODUCT SUBSEQUENTLY PROVE NOT TO HAVE BEEN AN EQUAL OR NOT TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. STUDS, PLATES AND OTHER SIMILAR MEMBERS SHALL BE WESTERN WOOD PRODUCTS ASSOCIATION NO. 2, DOUGLAS FIR OR EQUAL. 6.03 M. 8.1.5 PROVIDE FOR EXISTING CONSTRUCTION TOLERANCES PRIOR TO GLASS INSTALLATION. THE FASTENING SURFACE OF ANY FRAMING OR FURRING MEMBER SHALL NOT VARY MORE THAN 1/8" FROM THE PLANE OF FACES OF ADJACENT FRAMING OR FURRING MEMBERS. MISCELLANEOUS BLOCKING AND FURRING SHALL BE WESTERN WOOD PRODUCTS ASSOCIATION STANDARD GRADE DOUGLAS FIR OR EQUAL - FIRE TREATED. 8.1.8 9.2.2 1.22 6.04 PROJECT CLOSEOUT 1.32 MAXMUM MOISTURE CONTENT IMO FOR ALL LUMBER SHALL BE 19%. STOREFRONT GLASS: SHALL BE ENGINEERED SAFETY GLASS THAT SHALL CONFORM TO ALL STATE AND LOCAL CODES. THICKNESS SHALL BE DETERMINED BY CONTRACTORS ENGINEERING ANALYSIS. NUMBER OF PIECES AS INDICATED ON DRAWINGS, CAREFULLY COORDINATE EXACT SIZE REQUIRED. GLASS MUST BE FIELD MEASURED BY SIZING CONTRACTOR. CUTTING: CUT GYPSUM BOARD BY SCORING OR BY SAWING, WORKING FROM THE FACE SIDE. WHEN CUTTING BY SCORING, THE PAPER FACE SHALL BE CUT WITH A KNIFE. TRADES THAT REQUIRE LICENSES, CERTIFICATION. SPECIAL TRAINING, OR MANFACTURER8' APPROVAL SHALL BE DONE ONLY WITH PERSONNEL WITH PROPER CREDENTIALS AND QUALIFICATIONS. PROVIDE MANUFACTURER OR SUPPLIER QUALIFIED PERSONNEL FOR ON -SITE OBSERVATIONS AS REQUIRED. 1.23 THOROUGHLY CLEAN SITE AND ROOFS OF STICKS, RUBBISH, ETC. TEMPORARY TAPES, WRAPPINGS, COATINGS, PAPER LABELS AND OTHER ITEMS SHALL BE REMOVED. EXPOSED AND SEMI - EXPOSED SURFACES SHALL BE CLEANED, DUSTED, MOPPED, WASHED, WIPED, POLISHED AND BUFFED AS NECESSARY TO LEAVE THE WORK IN A NEW, CLEAN, IMMACULATE CONDITIONS, READY FOR USE UPON COMPLETION. 1.33 6.05 8.2 ALUMINUM WINDOWS 9.2.2 A. NEATLY CUT GYPSUM BOARD TO FIT ALL OUTLETS AND SWITCH COXES. WHERE GYPSUM BOARD MEETS PROJECTING SURFACES, SCRIBE AND NEATLY CUT. ALL LUMBER SHALL BE SOUND, WELL MANUFACTURED, WELL SEASONED, COMMERCIALLY DRY AND FREE FROM WARP. 6.06 8.2.1 9.3 APPLICATION: ALL PLYWOOD TO CONFORM U.S. PRODUCT STANDARD PS 1 -74 SOFTWOOD PLYWOOD, "CONSTRUCTION AND INDUSTRIAL" GRADE FIRE TREATED. EXCEPT AS OTHERWISE INDICATED. THE REQUIREMENTS FOR ALUMINUM WINDOWS AND THE TERMINOLOGY AND STANDARDS OF PERFORMANCE, FABRICATION, AND WORKMANSHIP ARE THOSE SPECIFIED AND RECOMMENDED IN ANSI A134.1 AND THE APPLICABLE GENERAL RECOMMENDATIONS PUBLISHED BY AAMA, ANAAMM AND AA. 9.3.1 MAKE FINISH WORK UNIFORM WITH APPROVED FINISH, SMOOTH FREE OF RUNS, SAGS AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVER LAPPING. DIVISION 15: MECHANICAL 15.1 WORK MUST CONFORM TO ALL CODE AND LANDLORD/MALL REQUIREMENTS. DIVISION 18: ELECTRICAL 16.1 WORK MUST CONFORM TO ALL CODE AND LANDLORD/MALL REQUIREMENTS. 16.2 MECHANICAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. PROJECT APPLY SINGLE -LAYER GYPSUM BOARD WITH LONG DIMENSION PARALLEL TO FRAMING MEMBERS, AND ALL ABUTTING ENDS OVER FRAMING MEMBERS. STAGGER END JOINT. SECURE PRODUCTS 01 PLACE WITH POSITIVE ANCHORAGE DEVICES maw :ED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. INSTALL SQUARE, PLUMS. LEVEL, TRUE TO LINE, AND INCORRECT RELATION TO ADJACENT MATERIALS. JOB AOMINISTHATION CLEANING METHODS FOR PROPRIETARY MATERIALS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. CLEANING SOLUTIONS, AGENTS, SOLVENTS, WAXES, OR OTHER MATERIALS SHALL BE ONLY AS APPROVED BY THE MANUFACTURER OF THE MATERIAL INSTALLED IN THE WORK. PROVIDE CLEANING INSTRUCTIONS TO OWNER. 6.07 0.2.2 9.3.2 1.34 LAYOUT, FILL AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL BLOCKING, NAILERS FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, 1.I to AND LEVEL ME:4101ffpf .a. TRUE ALIGNMENT n A.s w,F.Y.. PLuwI� AND I..C•6 -,. 10lGM(J6:iii 11\ TRUE Mi..1 VIVR.S.iv 1 M,76/ i75W /V6.i SECURE IN PLACE WITH SUFFICIENT NAILS SPIKES, SCREWS AND BOLTS AS NECESSARY. PROVIDE MANUFACTURERS STANDARD FABRICATION AND ACCESSORIES, EXCEPT TO THE EXTEND MORE SPECIFIC, MORE STRINGENT REQUIREMENTS ARE INDICATED. INCLUDE COMPLETE SYSTEM FOR ASSEMBLY OF COMPONENTS AND ANCHORAGE OF WINDOW UNITS, AND PREPARE SASH FOR GLAZING. SCREW SPACING: SPACE SCREWS AT MINIMUM OF B" O.C. AROUND THE PERIMETER AND 12" O.C., ON THE INTERMDEDIATE STUDS. SPACE SCREWS AS REQUIRED TO MEET FIRE RATING REQUIREMENTS. 9.3.3 REVISIONS CONTRACTOR SHALL MAINTAIN ON THE JOBSITE AN ACCURATE RECORD CONSTRUCTOR DRAWING SEE COMPLETE WITH INVERT ELEVATIONS AND SPECIFICATIONS, FOR ALL. HIDDEN AND UNDERGROUND UTILITIES, SEPTIC, STROM DRAIN, OR OTHER SYSTEMS AND COMPONENTS. CONTRACTOR SHALL PROVIDE THE CORRECTED JOB SET, ALL OPERATING AND MAINTENANCE INSTRUCTIONS WARRANTIES, AND GUARANTEES REMEDIAL. WORK. 8.2.3 8.08 1.24 CONTRACTOR AGREES THAT HE ASSUMES SOLE MD COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING PROJECT CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT SE LIMMTED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT AND ARCHITECT'S CONSULTANTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE or WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ARCHITECT. CONTRACTOR SHALL BE CONSTANTLY VIGILANT AND USE EXTRAORDINARY CARE TO AVOID HAZARDOUS CO1 DITlONS AND ENFORCE STRICT DISCIPLINE AMONG THE EMPLOYEES AND SHALL EXTEND HIS CARE BEYOND SITE, AS REQUIRED. 1.25 CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK AND PERSONNEL FROM DAMAGE AND INJUURY, AND PROTECT THE OWNER'S PROPERTY FROM DAMAGE OR LOSS. ADEQUATELY PROTECT ADJACENT PROPERTY. PROVIDE AND MAINTAIN ALL PASSAGEWAYS, GUARD RAILS, LIGHTS, FACILITIES FOR PROTECTION, ETC., AS REQUIRED By PUBLIC AUTHORITIES OR LOCAL ORDINANCES OR JOB CONDITIONS. PROTECT T'REER AND LANDSCAPE FEATURES NOT INDICATED TO BE REMOVED FROM CONSTRUCTION, TRAFFIC, STORED MATERIALS, DUMPING, CHEMICALLY INJURIOUS MATERIALS, PUDDLING, AND CONTINUOUS RUNNING WATER. DEWATER SITE, AND PROVIDE AND MAINTAIN NOISE, DUST, AND POLLUTION CONTROL. 1.35 CONTRACTORS AND SUBCONTRACTORS SHALL PROVDIE A GUARANTEE, BE RESPONSIBLE FOR AND MAKE GOOD ALL DEFECTS DUE TO FAULTS OF LABOR OR MATERIALS IN THE WORK INCLUDED IN THE CONTRACT FOR 1 YEAR FOLLOWING THE COMPLETION OF THE STRUCTURE, THE STATUTORY PERIOD FOR LATENT DEFECTS, A MANUFACTURER'S GUARANTEE, OR SPECIFIED PERIOD OF GUARANTEE, WHICHEVER IS LONGER. CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE SUBSEQUENT AND /OR INDIRECT COST AND DAMAGES CAUSED BY POOR WORKMANSHIP. SYSTEM FAILURES, BREAKAGE, NEGLIGENCE, OR THEIR EMPLOYEES' IRRESPONSIBILITIES FOR A PERIOD 1 YEAR AFTER COMPLETION OR FOR THE LEGAL STATUTORY PERIOD, WHICHEVER IS LONGER. REMEDIAL WORK MADE NECESSARY OWING TO FAULTY WORKMANSHIP OR MATERIALS WILL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. WORK WILL BE DONE AT SUCH TIME AND IN SUCH MANNER AS TO MINIMIZE CAUSES FOR INTERRUPTION Olt INCONVENIENCE TO OWNER'S OCCUPANCY WITHIN 1 WEEK OF NOTIFICATION. FURNISH AND INSTALL ALL FURRING SUPPORTS. 6.00 FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED, 6.10 THE REQUIRED SIZES FOR WINDOW UNITS AND THE PROFILE REQUIREMENT ARE SHOWN ON THE DRAWINGS. VARIABLE DIMENSIONS (I ANY) ARE INDICATED ALONG WITH THE MAXIMUM AND THE MINIMUM DIMENSIONS AS REQUIRED TO ACHIEVE DESIGN REQUIREMENTS AND COORDINATION WITH OTHER WORK. GYPSUM BOARD OF THE MAXIMUM PRACTICABLE LENGTH SHALL BE USED TO MINIMIZE END JOINTS. ALL END JOINTS SHALL BE NEATLY FILED AND STAGGERED. JOINTS ON OPPOSITE SIDE OF THE PARTITIONS SHALL SE SO ARRANGED AS TO OCCUR ON DIFFERENT STUDS. 9.3.4 0.2.3 I AT DOOR OPENINGS, CUT GYPSUM BOARD SO THAT NO JOINTS OC C JR WITiN 12" OF THE UPPER CORNERS OF DOOR OPENINGS. FURNISH AND INSTALL ALL ROUGH HARDWARE ANCHORS. BOLTS, ETC., AS REQUIRED FOR CARPENTRY WORK. DIVISION 7: SEALANTS 7.01 THE DETAILS SHOWN ARE BASED UPON STANDARD DETAILS BY ONE OR MORE MANUFACTURERS. IT 15 INTENDED THAT SIMILAR DETAILS BY OTHER MANUFACTURERS WILL BE ACCEPTABLE. PROiRDED THEY COMPLY WITH THE SIZE REQUIREMENTS. AND WITH MINIMUM /MAXIMUM PROFILE REQUIREMENTS AS SHOWN. 8.03 9.3.5 A. APPROVALS ALL. SEALANTS SHALL BE SILICONE CONFORMING WITH FEDERAL SPECIFICATIONS TT- S- 01543A; CLASS A. 7.02 COMPLY WITH MANFACTURERS SPECIFICATIONS AND RECOMMENDATIONS FOR THE INBTALLATIOHN OF WINDOW UNITS, HARDWARE, OPERATIOR AND OTHER COMPONENTS OF THE WORK. THE CONTRACTOR SHALL VERIFY THAT THE SEALANATS USED ARE APPROPRIATE FOR THE IPITENTED APPLICATION. 8.04 7.03 1.25 DEFINTIONS 1.38 ALL SEALANTS SHALL BE INSTALLED WITH FILLER OR BACKER ROD (CLOSED CELL OR LOW DENSITY OPEN CELL ETHAFOAM, COMBRIBAND, OR SONOFOAMI AND TOOLED AS PER MANUFACTURERS RECOMMENDATIONS. SET UNITS PLUMB, LEVEL, AND TRUE TO LINE, WITHOUT WARP OR CRACK OF FRAMES OR SASH. ANCHOR SECURELY IN PLACE. SEPARATE ALUMINUM AND OTHER CORRODIBLE METAL SURFACES FROM SOURCES OF CORROSION OR ELECTROLYTIC ACTION AT POINTS OF CONTACTS WITH OTHER MATERIALS. METAL TRIM; INSTALL SECURELY. PLUMB AND TURE IN ACCORD WITH MANUFACTUREER'S INSTRUCTIONS. 9.3.5 B. PROVIDE METAL CORNER BEAD AT ALL. EXTERNAL ANGLES. 9.3.5 C. PROVIDE METAL EDGE TRIM AT ALL EXPOSED EDGES OF GYSUM BOARD FACE ALYER. 9.04 PAINTING, FINISHING AND WALL COVERING: 9.4.1 CITY OF TUKWH.W APPROVED APR 19# A 8.05 "NEC.` MENAS NOT IN CONTRACT" AND REFERS TO ITEMS THAT WILL BE INSTALLED BY OTHERS AND /OR AT A LATER DATE, BUT COORDINATION 18 REQUIRED BY THIS CONTRACTOR, THE COST OF WHICH WILL BE INCLUDED IN SID. 7.04 ALL SEALANAT JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MINIMUM /MAXIMUM SIZE RECOMMENDED BY THE MAMIEACT )RER. SET SILL MEMBERS AND OMER MEMBERS IN A BED OF COMPOUND AS SHOWN OR JOINT FILLER OR GASKETS AS SHOWN TO PROVIDE WEATHERTIGHT CONSTRUCTION. DIVISION 0: FINISHES THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE PROJECT. WHETHER NOTED HEREIN OR NOT, UNLESS SPECIFICALLY STATED OTHERWISE. COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT. THEN APPLY ADDITIONAL COATS TO GIVE SATISFACTORY COVERAGE. BUILDING DIVISION SHEET TI'ILE SPECIFICATION., KEEP SITE NEAT, ORDERLY, AND CLEANED PERIODICALLY.. SAFETY IS CONTRACTOR'S SOLE RESPONSIBILITY; HOWEVER. FOR APPEARNACE REASONS ARCHITECT MAY, AT ANY TIME, ORDER A SITE CLEANUP. DISPOSE. OF DEBRIS IN A SAFE, ACCEPTABLE MANNER IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES. DO NOT FURY OR sum DEBRIS ON SITE. 1.37 7.05 9.01 GYPSUM DRYWALL: "U.O.N." MEANS "UNLESS OTHERWISE NOTED IN CONTRACT DOCUMENTS." TS." THE COLOR OF THE SEALANTS EXPOSED TO VIEW OHALL BE SELECTED BY THE ARCHITECT. RECEIVED cur! 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IIIlI 111111111111EIil11111111111111111 11111111 GENERAL NOTES 1 SPECIFICATIONS ALL WORK SHALL BE DONE BY COMPETENT, EXPERENCED ELECTRICIANS. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL OTHER GOVERNING CODES, THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES FOR EXECUTION AND COMPLETION OF ELECTRICAL WORK. EACH BOER SHALL VISIT THE SITE AND FAMILIARISE 1-1M1 • , LF WITH AL.. EXISTING CONDMONS AND LEATATIONS. THE CONTRACTOR SHALL. ACCEPT THE EXISTING CONDMONS OF THE PRCJECT, UNLESS WRITTEN LIMITATIONS ARE SUBMITTED WITH HS BD. COORDINATION: COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER SECTIONS IN AMPLE Tit& FOR PROPER INSTALLATION AND CONNECTIONS, ELECTRICAL DRAVVINaS ARE DIAGRAMMATIC. SIZES, LOCATION OF EQUPMENT, AM WIRING ARE SHOWN TO SCALE WHERE POSSI3LE, BUT MAY BE DISTORTED FOR CLARITY. FINAL LOCATIONS OF OUTLETS AND EQUPMENT SHALL BE ADJUSTED AS DICTATED BY EXISTING CONDMONS. IT IS NOT WITHIN THE SCORE OF DRAWINGS TO SHOW ALL NECESSARY BENDS, OFFSETS, AND PULL BOXES. IT SHALL BE THE RESPONSOLITY OF THE CONTRACTOR TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE. CONDUIT RUNS ARE INDICATED DIAGRAMMATICALLY. DETERIME EXACT LOCATION IN THE FELD. VERIFY EVERY LOCATION OF ALL MECHANICAL EQUIPMENT AND POINT OF CONDUIT CONNECTION. PROVIDE CONTROL WRING AS REQUIRED BY MECHANICAL PLANS. AS-BULT DRAWINGS: DURING THE PROGRESS OF THE WORK, MAKE A CAREFUL RECORD OF ALL CHANGES BY WHICH THE ACTUAL INSTALLATION DIFFERS FROM THAT INDICATED ON THE CONTRACT DRAWINGS AND DOCUMENTS, UPON COMPLETION OF THE INSTALLATION, FURNISH ONE SET OF 'AS-MALTS' DRAWINGS TO THE ARCHITECT. GROUNDING: ALL ELECTRICAL EQUIPMENT, ENCLOSURES, RACEWAYS, UGHTING FIXTURES, AND DEVICES SHALL BE GROUNDED IN STRICT COIVPLIANCE WITH NATIONAL ELECTRICAL CODE AND ALL STATE AND LOCAL CODES. A GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL NEW BRANCH CIRCUITS. MATERIALS REQUIREMENTS: ALL EQUFMENT AND MATERIALS SHALL BE NEW AND LISTED BY THE UNDERWRITER'S LABORATORES, INC., OR OTHER APPROVED TESTING LAB, MANUFACTURED IN ACCORDANCE WITH UL., NEMA, ANSI, OR EEE STANDARDS, AND APPROVED BY ALL AUTHORITES HAVING JURISDICTION. EQUIPMENT SHORT CIRCUIT RATING: ALL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING AND/ OR BRACING GREATER THAN THE AVAILABLE SHORT CIRCUIT CURRENT. FLUORESCENT BALLASTS: FLUORESCENT LIGHTING FIXTURES SHALL BE EQUIPPED WITH ENERGY SAVING BALLASTS, LISTED AND APPROVED. CONDUITS AND RACEWAYS: A: ALL EXPOSED INTERIOR WIRING SHALL UTILIZE GALVANIZED RIGID CONDUIT (GRC) OR INTERMEDIATE UIT (INC), UNLESS NOTED OTHERWISE. CONCEALED CONDUIT SHALL BE EMT. OR FLEXBLE METALLIC CONDUIT WHERE INSTALLED ACCORDING TO CODE. PROVIDE A GROUNDING CONDUCTOR IN ALL FLEX. CONDUIT. B: CONDUITS SHALL BE CLEAN OF WATER DEBRIS, AND OTHER FOREIGN MATERIAL PRIOR TO PULLING CABLES. C: CONDUTS INSTALLED AT THIS TIME AND LEFT EMPTY FOR FUTURE USE INCLUDING TELEPHONE SYSTEM CONDUITS SHALL HAVE #12 GALVANIZED PULL WIRE LEFT IN PLACE FOR FUTURE USE. CONDUCTORS: CONDUCTORS SHALL BE 600 VOLT, COPPER TYPE "THWN/THHt■r. MINIMUM SIZE SHALL BE *12 AWG, UNLESS NOTED OTHERWISE USE CONDUCTORS RATED AT LEAST 90 C INSULATION FOR CONNECTIONS TO LIGHTING FIXTURES. PANEL BOARDS: A: REFER TO PANEL SCHEDULE ON DRAWINGS FOR EXACT RATINGS, QUANTITY OF CIRCUIT BREAKERS, ETC. a MINIMUM AJ.C. RATING SHALL BE 10.000 AMPERES, R.M.S. C: ACCEPTABLE MANUFACTURES: SQUARE D, GENERAL ELECTRIC, CHALLENGEF1, LT.E. SIEMENS ALLIS, OR BRYANT. D: PROVIDCE GROUND BUS IN EACH PANEL E PROVE TYPED LOAD SCHEDULE IN EACH PANEL F: ALL SPACES AS INDICATED ON PANEL SCHEDULES SHALL BE COMPLETE WITH HARDWARE, FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. G: ALL BRANCH CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. H: PROVIDE NEMA 3R ENCLOSURE FOR OUTDOOR INSTALLATION. ALL EQU/PMENT EXPOSED TO WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION, LISTED FOR WET LOCATIONS. MOTOR CONNECTIONS: OVERCURRENT PROTECTION AND °HORSE-POWER ° RATED MOTOR DISCONNECTS SHALL BE INSTALLED ON ALL MOTORS PANELS TO COMPLY mil CODE. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM TIME OF ACCEPTANCE INCLUDING LAMPS, INSTALLATION, AND ASSOCIATED REPAIRS. BALLASTS SHALL BE PER MANUFACTURERS GUARANTEE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT PHASING AND LOAD BALANCING OF THE BRANCH CIRCUITS OF THE ELECTRICAL PANEL. WALL PLATES: ALL PLATES FOR swrrocs, RECEPTACLES AND WALL OUTLETS IN FINISHED AREAS SHALL BE WHITE THERMOPLASTIC, NYLON, OR LEXAN NON- -METALIC TYPE. POWER COMPANY COORDINATION: THE CONTRACTOR SHALL CONTACT THE SERVING UTILITY COMPANY REGERDING SERVICE REQUIREMENTS PRIOR TO HIS BD AND INCLUDE ALL RELATED WORK IN HS B/D PRICE. CONTRACTOR SHALL OBTAIN SERVICE DRAWINGS FROM UTLITES AND SUBMIT TWO (2) COPES TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION OF SITE SERVICES. (WHEN NEW SERVICE IS PART OF SCOPE OF WORK). MAIN SWITCHBOARD, 600 VOLT, FRONT ACCESSIBLE: A: QUALITY ASSURANCE: U.L.#891 AND NEMA @PB2 WI-NCH SET FORTH SWITHBOARD AND PANEL BOARD CONSTRUCTION REQUIREMENTS. THE SWITCHBOARD SHALL BE EQUIPPED wrTH AN U.L. LABEL AND A LABEL FOR °SUITABLE. FOR SERVICE ENTRANCE WHERE A MAIN SWITCH IS PROVIDED. B: METERING COMPARTMENT FOR UTILITY COMPANY: PROVIDE BUSSED PULL SECTION AND A MAIN SWITCH SECTION WITH CURRENT AND PT TRANSFORMER COMPARTMENTS, WITH TEST METER PROVISIONS CONFORMING TO UTILITY COMPANY REQUIREMENTS. C: PROVIDE SEISMIC ANCHORING IN ACCORDANCE WITH CODES. D: REFER TO THE DRAWINGS FOR ADDITIONAL REQUIREMENTS AND RATINGS. E ACCEPTABLE MANUFACTURES: ITE SIEMENS, GENERAL ELECTRIC, SQUARE D, WESTINGHOUSE, GTE-SYLVANIA, CUTTLER-HAMMER, BENJAMIN ELECTRIC, RSE SERRA. HVAC 3/4'C-(2)#1O AND (1)@10 GROUNDING CONDUCTOR AND CO*10 SPARE CONDUCTOR TAPE OFF THE SPARE *10 N THE OUTLET BOX TO BE USED FOR FUTURE RECEPTACLE. (TYPICAL @1101116V) PROVIDE A FLUSH J-BOX wrrH 1-POLE SWITCH (AS. REQUIRED BY LOCAL CODES) FOR SIGN =lir AT STOREFRONT. VERIFY EXACT LOCATION OF OUTLET WITH TENANT. THIS =cur CONTROLLED BY 11-1E TIME SWITCH ADJACENT TO PANE. PROVIDE A 7-DAY TALE SWITCH FOR CONTROL OF SHOW WINDOW, SIGN OUTLET UGHTING, AND HVAC SYSTEM .EQUIPMENT. INSTALL IN A NEMA 1 ENCLOSURE. PROVIDE ADINTIONAL RELAYS, AS REQUIRED BY QUANTITY OF CIRCUITS, INSTALLED IN A NEMA 1 RELAY ENCLOSURE ABOVE THE TIME SWITCH, PROVIDE MULTI - GANG BOX FOR ALL NEW SWITCHES. ALL RECEPTACLES, DATA, A1' TELEPHONE OUTLETS INSTALLED IN FLOOR OR W BOXES SHALL BE FLUSH TYPE. NO SURFACE FITTINGS, DEVICES, OR EXPOSED COMM' ALLOWED! PROVIDE INSTANTANEOUS WATER HEATER, 115V, 1 PHASE, 12.5AIVP AT ALL SW LOCATIONS. PROVIDE A TRANSIENT VOLTAGE SUPPRESSER TYPE DUPLEX RECEPTACLE AT ALL CONFUTER TERMINAL LOCATIONS - PASS & SEYMOUR#6382ISP OR EQUIVALENT. CONNECT FLOOR RECEPTACLES TO RECEPTACLES °ROWED BY OTHERS IN SALES COUNTER. ALL WIRE TO BE COPPER. NO ALUMINIUM CONDUCTORS SHALL BE ALLOWED! NO EXERTIONS! ALL POWER POLES SHALL BE INSTALLED WITH A MINMUM OF SIX(6) FEET OF SURPLUS FLEXIBLE CONDUIT IN A LOOP BETWEEN POLE AND JUNCTION BOX ABOVE CEILING. LIGHTING ALL RECESS MOUNTED UGHTtNG FIXTURES SHALL BE THERMALLY PROTECTED. THE EXACT COLOR AND/ OR FINISH OF LIGHTING FIXTURES SHALL BE VERIFIED WITH THE ARCHITECT OR TENANT. ALL RECESSED LIGHTING FIXTURES SHALL BE COMPATIBLE FOR MOUNTING IN ASSOCIATED CELING. PROVIDE NECESSARY MOUNTING HARDWARE AS REQUIRED FOR EACH CEILING TYPE PROVIDE REMOVE FLUSH MOUNTED TEST LIGHT FOR FIXTURES Wifli EMERGENCY BATTERY PACKS. USE GE. 4If4OSPX35 LAMP FOR ALL RAPID START 430MA FLUORESCENT LAMPS. NO SUBSTITUTES? 2 x 4 drop In light fixtures shall be IfIstatied in grid system to provide 90 FCP (Foot Candle Power) at 40° above finished floor in demised premises. M light fixtures shall be equipped with energy efficient ballasts. Central lighting shall be controlled by conventional wail switch method complying with energy code requirement from two separate locations to be determined by Kinko's. Accent lighting shall be Installed in soffit and merchandising area as directed by Kinko's. Provide all exit and emergency fixtures as required by code. AN lighting shall comply with state energy code requirements. MISCELLANEOUS 3500 sq. ft. or (ess: service shad be 110/220 V. or 120/240 V. three phase /four wire.w400 ampl. panel (circuit breaker type for distrbution). Minimum 72 breaker capacity. AN wiring to be in approved conduit, minimum. 3500 sq. ft. or more: service shall be a 110/220 V. or 120/240 V. three phase /four wire w/600 amp. panel (circuit breaker type for astribution). Minimum 96 breaker capacity. Ali wiring to be in approved conduit, minimum size 3/4°, GENERAL SPECIFICATIONS: *No akimium wiring allowed, no exceptions. *Provide 8 dedicated floor receptacles each wired with 3 *10 & 1 *10 Gnd. -3/4H C. to allow for future 220V. expansion. Tag and identify both ends of extra wire. Location per Kinko's. *Provide 8-10 dodicated 110 V. 20 arnp/.220 V. 30 amp. wall receptacles. *Provide 1-2 dedicated 220 V. 50 amp. floor outlet (flush type). *Provide 2-4 dedicated 220 V. 30 amp. floor outlet (flush type). *Provide 4-6 dedicated 110 V. 20 amp. floor outlets (flush type). *Provide 4-6 110 V. receptacles i owner suppled cabinetry. *Provide duplex receptacles @ if O.C. Max 4 receptacles per 20 amp. circuit *Provide 6-8 duplex receptaclea in ceiling. Location per owner. *Ail flush floor outlets shall accommodate NEMA 14-50R, 14-30R or 5-20R receptacles. *Al breaker circuits shall contain a ground conductor. *All dedicated circuitry shall have isolated grounds. computer & color copy receptacles shall have built in surge protection equipment. Wiremoki #AMDPP-4 power poles may be installed in lieu of floor outlets in some cases if directed by Kinko's. Al power pales shaff be installed with min 6' of surplus flexibie conduit in a imp between pole and junction box above ceiling. *Mnimum wire size: General *12, over 100 *10, over 175 #6. Control #14 (increase conduit size where required). Each office shall include 4 du0ex outlets, 2ea. 2' x 4' Sght fixtures, and 3 separate telephone receptacles. Provide any windows indicated on plans. Office doors steal be min. 2-10 x 6- 8 1-3/4 S.C./P.M with locking hardware. TELEPHONE AM necesary conduit shall be furnished to provide telephone, fax, & modem at 12 locations in the demised premises as indicated on the plans. A phone equipment board shag be instaled in storage area as drected by Kinko's. - 1111111111111111111111P1w11111t1 0 19 7/41 INCH 1 2 1 too per 200 so ft. cooing capacity @ 87EAWB/95 Arabirme. System shall also provide sulWait capacity to heat the clemkied Lava'erases to 72 MG F. •System shall klai&s al duct work (spiral GCS 18 Series w/EM01418M Economizers,. No concentric typo), diffusera, thermostats etc. Al HVAC equipment to be dffusers MI be allowed. * AN ducts used to convey the conditioned sir supply to be made of continuous Meet metal. * Sheet metal Installation shall be in accordance with ASIMAE and SMACNA requirements. * Fire dampers to be Instated as requked by local busking codes. * Backdraft dampers to be provided In al fan systems exhausting air from the misty/ envelope. * M Interior duct surfaces viable through grilles or registers shaN be painted flat back. • Mechanical equipment on the roof shall be fixed k position and anchored per the manufacturers recommendations and the local mechanical code. * Each single system providing heating or coating air In excess of 2000 Mi shall be equpped with an automatic shutoff; the smoke detector shall be ktaJIed in the main return air duct. See code for exception& • Automatic temperature controls for HVAC systems shall comply with the folowing. A. Be able to maintain space temperature set points from 55 DEG to 35 DEG F. B. Be able to provide sequential temperature control of heating and cooling capacity in each zone. C. Provide a range of temperatures up to 10 DEG F. in which no heating or cooling is provided to the space. D. Be able to terminate all heating at 70 DEG F. and all cooling at 76 DEG F. E. Each zone shall be provided with at least one device a specified above to control the HVAC system which serves the zone. * Each cooling fan system which aerves a zone or aggregate of zones that have tyeater than 60,000 BTU/11 total cooling capacity, shall have an economizer. * Electrical resistance heathe systems shall not be used for space heating. * Mechanical ventilation supply and exhaust system capable of moving more than 5,000 Mt of air shall be provided with automatic dampers interlocked and closed on fan shutdown. * Gravity or mechanical ventilation systems shall be provided with automatic or readily accessble manually operated dampers in al openings to the outside, except combustion air openings. IIII TECTA ASSOCIATES O ARCHITECTURE • INTERIORS O PLAIVING • ... ,:. ., , . , .. . .- ,. .- • . _ . . .. . . . . . - Watts Run's] Watts Standby Heat Emission Run'g Heat Emissio Stdby Room Room Temp Humidity Machine Elect Recept Elect Amps %lolls . _ • . . : XEROX i -.°::: ' '0'',:, -WM- 159585% 56790 L. 15%-85% - •005 120 1 450 475 135 4 958 1,524 20 15 110 110 115 1,300 45O 3.925 6.156 460 1,024 1025 _05.1na__5-20R nem* 5-1511 15_ 1 150 1J_300 2,200 207_0 0 .2,5EL__ 6,00 0 1,380 1,5.0.0 1.1= 1.8012 300 150 1040 jappig. 5-15.n. 513 •. 1050 _____20_____ 30 IA 5 07S 15%-85% 208/240 220 335 7,200 1,300 1065 1075 _fla_ma_1-20Fil nema 5-30R or nema 14-30R 14-30R____ 50-90 15%-85% _ 460 10,000 2,500 3.300 450 400 900404.Q. 9.800 7O 5* -§-0-- 15' .• 50-90 %45i: Ditalli ____3a1 400 220 240/1p 208/3p 110 _19_99 2080 __nem 1_4:3011_ __nnt_144-5.0fl _ALM 17.85.0 4 700 1.259_ 50-90 15 -85".4 2510 _0_0.0_23_ __504 ; 5052 5_4511____ ..i 658 50-90 _______ _time_ ____15 15 MO 15.%501.64___ _150 ___15_0 335 1 .775- 1,450 980 50-80 •, . • 5Q-ND _16%-1.5%,___ 50-75 15%-85% ____ _________.nerna____5,15R. nema _20 111 -i„100-__. 5____ _ 7,200 511 1,300 _SAM. Alma_ _5,20R 20 30 _ao _ 50_ 30/200 + 20/120 + 15/120 __UP 120 2,200 208/240 120/208 H ---"7 . 208/240 7,600 5-20R + 120V, 15 amp I 5055 nerna 5-30R _gr. (imp_ 1.4-30R ___113..578___ 25,935 15_0na 10,2 11,500 .1.0„2 ", __15%4%__ 60-98 15%-85% 5040 _____.nomE0_14,301?-. 5090 nema 14-50R or 3 power outlets: nema 14-30R + nema ... J70 1 72QR±.120V. 40150 1300 59_519 ._ _10%-85% nema_14-.AQB 10 208/240 4,300 5100 _ 5775 color 20 or 30 LjO 4,575 10%-85% 71240S. fax 8200 name 141:4611 or nema 14-50R 20 / 12°09 ig 2,375 19,900 4;320- 50 or 30 0 9500 w/ sort nema 14-50R C". nema 14-30R + nem& 5-20R 50 or 30 + 20 - 220/240 120 8,407 5,483 7,800 3,800 23,940 6,080 50-90 10%-85% 3,480 3,400 22,320 20,600 • 5,875 11,672 10%-8t:% 50-90 10%-85% same as above same as above _____ ___________ 9500 w/o srt. 9900 _____ _______ same as above same as above ---- same as above same as above - . KODAK . , • 100 noma 14-30R -30 3.0 1201240 .03..63.3_ 4 011 700 12400 2 0 -1__ 40 2MP 2,400 700 1.700 16,200 100F tr 0.41.11Y..... _120/240 120/240 4,743 _ 700 100AF same as above 30 150 same as above 30 120/240 120/240 3,750 4,131 700 _ 700 12,800 2,400 14,100 2,400 - 150F - - &OE 5 ' • :' same as above 30 - _1,700 _ 500 _ 1700 5,700 115 1723. 1925 ___________20 20 220 1,750 500 _ 115 7100 20 _ , . p- ANON COLOR COPIER i 100 20 15 +1. 10% 59-86 200 20 20 115 +/- 10% 1,500 _ _ 59-85 59-86 10%-80% 115 +/- 10% 550 • GRAPHIC ZOOIVER, . -- 1824 0205 nom a 5-20R 15 120 1,300 800 3,530 833 88 65% 115 _____ . - _ . . , . . PRESS-nMOLINT . . ...: ' .... . 30+ 20 • .5-5-555.5.50,75 • . 0: . sauma:.-, .-.. .--,,, ., . nema 1-4-7Mir:i nem 5-20R -, stndid 3 erndod 15 110/115 9035 WAfLENGE.' . .,... • 1.7071/E77 OF TUKWILA e 1 . IT OENTEn E14-5A 3-apindie 3) 200/230 -.-- CITY i . k - .' 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' : ' ''' '.'..:'-':' '..,-:•:''',' : '' ' , .. :I.% ''''' '' - ' : ':: , ' ' - • .0-050 se ' 4 150 P081- mixt 55Th 400 SAN FRA401800, OA 84108 415-32-587 213-40e-280V 448-383-5044 FAX 116wel.411011,4 1"1":3 Cn4,44 Z Z w 0 LU om� CC Z P-1 EL CO 0 CC < co 0 0 iice Oz- CONSULTANTS ge. 0 c\ir --- PROJECT REVISIONS APPROVALS SHEET TITLE ELECT./ HVAC NOTES, SCHEDULES SHEET NUMBER . . _ • ± 126' -O" (E) t 24'-O" (Ej ± 31 5/4" ( REMOVE (1) DOOR — i CLOSE DOOR OPENI W6 ......... .SELF-.SERVE D.T.P. H.G. ACCESSIBLE PIwvIDE (W PLUMB! Nb CONNECTION JANITORI GL. .T BUI LT- IN--- - COUNTER. 10t/ CABINET ABOVE AL I &N -- MIl ROR ABOVE — COUNTER TO GL&. VE-STI: LE REMOVE It RELOCATE GLOSS (E) (P_,) PO • ' COUNTS ` —. PLUMB! NS L I NES SELF -SERVE reOFn' 2' -O" z V RI FY KENS # I „4 : Cd RAMP DN. 20 SLOPE ELECTRICAL ?OMENS # RESTROOM q RECESSED — SLATWALL . ' \ ` / DISPLAY `/ 5'"Q" A.F .1 cr S A\L 4, / .;LAT MAY.L r / DISPLAY }iSOVF / SALES \ \ \ �R A : CONSULTANTS LEGT. ROOM #I 15 COORDINATE ALL OPENINSS VW EQUIPMENT SLATWALL PAPER eeLOW GENT ER - WINDOW q > / c� • � i/ / /+ b'W X 9'-01H / / RECESSE / SLATWALL / DISPLAY • / 4'-0" HT. WALL SALES AREA I—AL IG 4 --- ALIEN W/ EDGE OF DR, FRAME PROJECT 6'_0" HIGH WALL WAREHOUSE FUL -SERVE PR. D. HI6 I4 WALL TWAL VEND 1N6 GAR.PET PVT. CARPET REVISIONS (E) IHR. WALL V-12"1-1 'LASS ft 5, -0" A F.F. APPROVALS ALIEN OF WALL W/ OF COLUMN PH.Q1Q I ,4 fl' EVE IN.:+It:F !"F ( idl(i1 G'fi Ir.'H , 4 DRINKING FOUNTAIN BY HAWS MODEL # HWDFS 8.2 (HANDICAP ACCESSIBLE) PARK �_ J ROOM CITY OF TUKWILA APPROVED APR 2 1 AS CLOSE (E) WI ON OP1'NINC5S SHEET TITLE DEMOLMON/ CONSTRUCIION PLAN ± IIc' -o" fIr) 111111 VIII III�III�Il I�IJI�IIIIIIIlIII�IIII!Ii�i���I 0 tb THS INCH Qc 6Z se LZ 9Z 9Z 17Z CZ �liil�ill111111�111i�llil�lill�llll�illl�llli�lli 111111�lI�I�illi�'�1. F �;I IItrt [ III III I lljl!If VIII I II I 'I'! 1l11I44it" 4 5 6 7 8 NOM. If the microfilmed document is less clear than this notice, it is due to the quality of the original document. s. �S .:Y�. . �. . �� =r'rc . • : �:.;r �.. �. ,.� e �.. a .. � % *� yY`. ..17}0 ��. - . °.�: > "- .r' ... r.:,- S �: �: - + t �..� f...... 7 : � f. +: v,%'a j�.. , ZZ ;Z of 6l 8I L I I 91 Sl�► I {_ LI t 11 Ol 6 � i 8 9 5 " "'i E 1 •1" 0 1 U {Illlli!1 lih011IIII! 1` 1111i1 �1 . 1J)I , I ' iI li1' l,IJ� I1 III ! l�i�lli III I1 I 1iill1llll l ii 1I' II t i11 l 11 ..ffil t I1 II i il! l {III { i iI I lf lill ilil�ilI l�lll( i Illl1llil Illi1llli1 .. .. .� RECEIVED CITY OF TUKWII. A FEB 2 5 199L1 PERMIT CENTER r•1 (.1_57) MEP • ®1_ ONE HOUR CEILING CONST NO7E ALL ACOUSTIC OEL,SY3 TLE } TO BE '! R RATED. CTION NOTES: ) ALL SOFFITS ARE TO HAVE 6/ GWB TYPE IX' TO STRUCTURE (F •,' —TAB). ALL UGHT FIXTURES AND DER PENETRATIONS ARE TO SE SOM. SEAL AROUND . rc �' / PLL,U UNE TECTA ASSOCIATES 0 ARCHITECTURE INTERIORS i LANMG SAN FRANCISCO, STREET �{•SU E 400 SAN FRA , CA 94108 4• - 382-6867 416 -3624044 FAX 0 Z al( 0 LIU 0 al CC Z rr 44t t- ar. ILLI a. 0 or. uj 0 Ci 2004 5 co CONSULTANTS PROJECT REVISIONS G u(2 mellw ' Ware:Pe ALM 69R f I 1160 447 ' d'( y /r,k" CITY OF TUKWILA APPROVED APR 2 1994 A .JILL REFLECTED CEILING PLAN 1/8°311-0" I3 DIVISION RECEIVED CITY OF TUKWILA APR 1 2 i994 PERMfl' CSR APPROVALS SHEET TITLE RCP ..: %.a. ,e. r7._..Y.... J,:x . rm•, vc..+ x-•:...._,:{.. rf..... yQ... S�., �,....,r.- �.:. G:^,;,. tkc. �r., �. r-. t-...,:.... 6: t.. r,,.,...;» i. ti-. �... �vr., hs; i. :.c_..t'�.�.- ���c;'.a.a.:.v'«I, ..._. i. •S:. lam,` ✓ J' r i jIIIJIIIIIII; IIIl11► 1111 �IIIIIIIiIIIIIII�ILIIItr IItj,�llk 0 16 TH9 INCH 1 2 La _J. rrrr ^..c.r � ,T ."':i i./'l',... T,[ .:�.. i r -;.r• r:�;.� '+. i t 1 FRI I 11111111 11 11 1 1111::`11 11,1t I'I I.1 I I I 1 t I' 1111 11 .144+1,1111 4.11,1111 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OE; 6e 84 ,cr, 9Z ge iiz ' ez ee lZ Oz 61. 8. 1111111111111 1111111 1111111111111111111! 111111111!U „. 1111111111 Iitf] qujjjit,Rtirlu ut1101j,Il d o 19 111Ii1111111111111 11111111111111111111111111 ' p 11 /44” t/ER)A#R1 12' +sl CI Zl tl C1, 6 AI 4 j 9 S 4 C Z l rot 1111/ 11.11 1111, 1,111111111H11111li 111111111111 111111 JJ11111111nii11i111111! 1111111111 11 11111111111I111111{iJ11111111111 • r I . I TECTA ASSOCIATES BUILT -IN COUNTERS 0 SO- A.P.P. PROVIDE 261" MIN. CLEAR KNEE SPACE UNDER COUNTER (rYPJ # ARCHITECTURE ® INTER/ORS 8► PLANNING 160 POT arreEt SLAM 400 8N4 FRAA$900, CA $4 410-002-6807 213-400-2000 41 e02 -8044 FAX TELE- WrtRENGINb GL� ISM SELF - SERVE DrT.P. JANITORIAL HALLV1A1( #I SELF-SERVE 60E' --z x8 CT$ PRINTER STATION INCME--N'S RESTfOOM CONSULTANTS MIEN L.EGT. ROOM *1 C.P.S. DESK ».Ic COUWONTI+ 2' X 6' 1 2' X 8' PROJECT PAPER CENTER l._.1 2' X 8' 2' X 6' 2'X8' 2'X8' SALES WA PRY -OR COUNT / V AREHOUSE FUL. . PRdr2. / / - SERV,. / P -ORDER OUrr1 ER .ye; VENDING; AREA REVISIONS APPROVALS I HR. PHQTQ won COUNTER PHONE* DESK a' WORK COUNTER 125141191 WORK COUNTER XEROX DOCUTECH CITY OF TUKWILA APPROVED 0' WORK COUNTER APR 2A 1994 SHEET TITLE FIXTURE PLAN BUILDING- DIVISION FIXTURE PLAN SHEET NUMBER 1/8' f--O • 11111111 rill iI+ + ► + + + + + , 1111jl�jrE► • IT llif ff - 11 -111 l Tif ff1l1� [1•11 TI Il; 0 1a TH$ INCH 1 2 ifrgiegfigg IHkI.4q.1 if 6 "/ 8 r. ; NOTE: If the microfilmed document is less clear than this ,( • :� notice, it is due to the quality of the original. document. , . Oc 67 Ed LZ 9z 5Z ve ' ez ze re 0? ( . 8t LI 91 SI ■ (II+I! 1111111! I! IIIIIIIIIlIIIIIIIIIIIIIIIIPIIIIIIIII11 111 II`l llfIKllill ;lillil�!,!!�lii1{II�1111L I1141111IIIU (,,,II ''111!III ' 1,+!1 T 4„111111 iii1l111II10111111011llilli1111111l1 9 'E 10 11. %1ADE COI • VI CI zI a pi, 6 e c 9 s ti C z t WW i! 1 1111111111 0,11111.111111,1 111111,1,111 iii.i11)11 Iil1iiJl {I J, X41.1 )111!'1!1IIIIill,i!J11!!IIII!i 111 11111!1llllllll!IlillnlliIIiid PERMIT CENTER ° Y'' 514 WD. VFW CAP, PAINT iH AN E) CHO TO S1 '`TUE ABOVE , • , MENDED STUDS TO STRUM ABOVE 14.11 2 v2' MANSION BOLTS 0 16" 0.C. BTAGI:IMO. 2 1/2" i1. BLISEDMENT INTO SLAB, BASE ALTERNATIVE 1 1/2°511-01° !: 1 CLG. SEE cL 3 6/8' MTL. BRACING i�4' -'O'0 ,ALTO BTTWCTti6E ABOVE 3 6/6' tan. STS 041 -0" OA TO STRUM. ABOVE go 98"0.e. ACOUSTICAL - 1,14 .1 .°n). 1.0, ..,,. MUSICAL 0 IOW ----:- -ever..' •'.i' AM, 10 trOPOWRE ACOUSTICAL 0.O. 0 LT-0° HEAD/ JAMB 81*.i AS NECESSARY 111 minim ll![Ill IllIIIIlllll!{Ittl II tlP 1 1 /2rr4 O$ REVEAL PAW EWE BEAD 3 6/13' -14GA LET" LEG TRACK (4) 12GA SELF TAPPING/ SELF DRILLNG SCREWS • TOP TO irIACK & @ SIDES TO ANGLE _�. 3'3(3'X1/4' L, 2• LONG. 8 GA SELF DRUM SELF TAPPING SC:VIEWS ®t2' O.C. 3 5/8' 26GA METAL STUDS GW - 6 /8" MIN. U.O.N. 5°)3'X1/4' STEEL L O 4 °.°O' O.Q. SASE PLATE 41C8'XV4' ll4cK T lATl1/E 2 3'-6' AFF. vA1 S - SEE DA.3.RAN SOFFIT ABOVE LOW .4s_ SEE O1.t1° FLANN ALWMA L?LA1INS CHAMEL (TYP3 ALL AROUNES FLUSH z'i t • or MOM. 111 FN2H MATERIAL ti t 1/4° CLEAR CLASS tLOXt. t USE 1/W °t' GLASS 0 SUT'T JOINTED CONDITION iiVi' RlOFi WINDOW SE 13EAD 2X4 3 6/S• PATL. STUDS 0 1W 0.C. 01'19 ACOUSTICAL CLG 1O'-0° 3 8/8' MT1.. STIR BRACING NG ANCHOR TO STRJCTU1E ABOVE O 4 1•.4' O� 3 6/W PAIL. SIDS. O 18'(.0 r. -- CE' -±--- ^�..1...._� S E . : 7 ..,.�..,.... ...w 1g SIZES w MAT" 36VS 1 .... Y. +. �J _,, .... REMARKS N E 8 W F 1 3 4 1 1 1 1 11 89416 7 M19u4t3 2 r- v7xr -o• ec 1lMTi g P7 pT MEN HNEVAPIE OIL aLoaaa con( L1 >:OOR PROMS WOWS TO UAL LT. 11111 11.624014. 3 a'- �VJtT,4i'9`1 ( L X 1 � T 1 !�! U+) 1 P�? pT TO ROAM W/ Poo fAPE a 4 It -VW-CM (EXt11<11!id) R 6 rr Pr BaNTORMZAANID HARDWARE & s'-D%r- , ( E X I S T I N G ) - FT P'P LEVEN HA L1llk1 / :DOCK MON* SUMS GASKET 7 a'- �crto`tr 3 TXT i1�xrsT1 s�) (EXISTING) am id IVY • a P1 PT Bi .r-e 4vE MT?. MEN 1UAS 'ASE / 01.08101/ GASKET VPM. LEVENHAiDW HARDWARE SMOKE GASPET 11 • 6 IT- 487x7'.*' Mt3 W) a pr 0 7 6 LEVER HARD A 0 9 PR 3' X . p ■3 AUT AL AA PAPER OW MEN* FEWER. III - 1105611101 DOOR TO 11 OWE • 10 (EXISTING) 10 6 6 1/11 1 1 PT Vi1 1 1 11 'xr•'o w o WD 19 Li ER PHOTO CAW ROOM PT PAN Of &ENG POLC543 1 PLAN >' 1 18 ,- O'X7' -Q II wo 6 4' MN COVE SASE 4' MN COVE SASE PT PACE OP WONG Fpt R% DOOR ICE PLAN Ile- X'r- (E x 1ST 1 N 0) :242 1mA i! . COMM won TO REMAIN LEVEN HARDWARE (EXISTING) m nt 8 I 8 ict-A' PT RELOCATE EXUDES tOO1V LEVER I 'WARE S'°O"Xrir 640 Wq 9 4' 11 1(3/1 COVE RASE p LEVER i ARDWARE 16 1 'd01tr° -tP HO 1 13 PT PT LEVER HNEDWAIC 17 r-rxi s (E x I S T I N O) py PAM HARDWARE / DOOR CLOSER/ EASING TO EtEMAP 18 w -•o'xa (EX1$T!N0) pm 8 2p . , pT pT pT pT LEVER HAIIMAl;E! DR. 01.0818V WOKE GASPE 19 L 8°-07Z- 000IL- PROVIDE ACCESSOLE HARDWARE e TECTA . ASSOCIATE TYPE B SC - SOLO SOLO CCr3E P1 - PAINT WO -. w000 - 444Ei'AL. SLAT HM - HOLLOW METAL M "PEAL w Ye -1 #. GL.Av8 Me tam Ai. HARDWARE 1YPVZ ROWS & LOCKS & HALL SE DOORDEtAlle W/ WM'S (AFL ALL crinesoR Dome 10 HAVE WE*1iEd SEAL. 1111 1111117 1111111U WI ua ________12--•Tde:841061,7wrvneHlw SEE CLG, PLAN SOFFIT @ MAIL 1 1/2'x! -4°' (6 /8. GWB rocu 1'T ' HIGH 1;101., _._ ANCHOR TO STRUCTURE ABOVE SI?M AS PEOE8SARY L 333X1/4 SGA 8 -DRILLP S SELF -TAPPING METAL SCREWS 012' O.C. A 1, %?4 /d• 1~ ! ! *V AiHA EL W/ GAIT. Iii EDGE OF CHAPEL W/ FwilsH MATERIAL 3 6/8• M'7L SILO BRAN @ 4'-0' 0.C. w, (2 ) 6 /S' 114' D APll.4 1E EASEMENT INTO CONCRETE 1 //,4•• �(L EAR RATE t ASS 3 8/8. ko.L. tows 0 .i7 010+ ' ia�l,�tyri • a��Y� ' G,• B Q $7AUO . DETAL A HEAD/ JAS/ SILL 3 "gal' -cr LOW CM_ SEE CLOPLAN `°' LOW HT. WALL HEAD/ JAMB/ SILL.. 3".1"0- 'NT. WINDOW © OFFICES) GWB SOFFIT @ LOW CLG, 1 L'C•4 -0' ROOM FINISH SCHEME . DESCRPTiON OF FINISH MAT AL 5 36VS 1 WALLS i 1 i REMARKS N E 8 W F 1 3 4 1 1 1 1 11 89416 7 M19u4t3 s S - 1 OWNS - PAtt.1M - 't PATS3 ALT. 44 9 .1d, -O' 10 LMASALES al 2 • 1 1 -/ was AREA 3A R 6 1 / SELF-SERVE COPY 4 R 6 1 _1 1 W-O �. Bi .r-e 4vE MT?. 6 R 6 1 1 T 1T -O L SOWE DIP. 0 7 6 2 Li b 6 S 10 1 1 1rn 1 1 1111 1 1 1/11 1 1 v11 S 10'-4" W8 g/ 8 It'f' -d" PAPER OW MEN* FEWER. III - woven REBTEL #i 9 10 10 6 6 1/11 1 1 1f11 5 1 Vi1 1 1 111 1 1 a S c-QI' 8 17-47 CLOD. Li ER PHOTO CAW ROOM 1!2 13 14 10 113 ill 6 3 4 1 1 1 M II 1 i 1 1 3 SST-0" i! 10'-47 a 10° -r W-Gi° 4' MN COVE SASE 4' MN COVE SASE COPY ELECT. ROOM 01 :242 1mA mass 9 1111 m nt 8 I 8 ict-A' wavetsreMBYLIELECT*PESIMMnesTFL 42 VESTS/13E TO CLG. JAl4T c T 4' 11 1(3/1 COVE RASE CLOSET 1 L1 10-0' WEAK ROOM STORAGE. : E 24 Z i 3/2 1 1 1 1 1 1 1 1 1 i . S 9 !is IOW HALLWAY #1 6'-41` HALLWAY 42 '80'-4" WEO-CONFERENC. t ?mod Is 73 ii 1 1 1 1 S 25'x' CONSULTANTS PROJECT CITY OF TUKWILA APPROVED CPR 2� A '. F 1 BulLOINVG r vim. APPROVALS woo TYPE X GM 0 11-lR RATED WALL LOW cx.a (EAD HOLLOW METAL FRAM LAME) 1 W/ SMOKE & DRAFT CONTROL KN O ED AL.1d16 ,+4 / --- A'3`3 MULLION / TO MATCH MST 20 11. DOOR, SOLID CORE WOOD, LIED DOOR @ 1HR. RATED WALL. WOOD DOOR FRAME EXTERIOR WINDOW 1vae. DESCRPTiON OF FINISH MAT AL 1 PAW - >r f Wftil4084 44 MO MD& V/9t. 26 2 CAiO Ct - WNW 'AMERY m,A moms 3 w(& - ~mow IMMO =LON 114 381' `tdi.A'tt 4 4* Haft SAE - 6it 14OO& , § RAG - r wee awe v l4i ALL&94,414 V METAL G - NO DOVE came - rem Aix:A1ST1C LAY e4 ctawa ILII, A► rorituiIP same LJOOXK 4 OM WIVE - lilt RATE0 4 • • 7 c* - cur Accum I.AT 18 OWNS TA ,U23.4i 1 MOM LO LA 6 mil, W9°.115 - 34! RAYED r'. OWNS - PAtt.1M - 't PATS3 ALT. 44 9 ^� ON{. WM tAt1Y' YPectu TIE DO 10 r am S7ii8ci w/ g9LTAt• C.f,4r 4r • HON taiA liE WAncsanta . Wit. a°ru..e w7 tvin, GfiY OF TttKb;'iLA APR 1 2 1994 PERMIT CENTER ,zat+dlifi.- .t..?:.`kiJ` ✓ °:.-:. C.. 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Spaced-, Sheathing. New 4x6 x 8.--0. P.T. spaced 0 8.-0- •o.c.. (Span btwn. existg glulam beams below.) / 1 +1 :c? --.L50. ea. 4x6 1x4. P.T. Spaced— Sheathing. P.T. cont. (No splice) -A35F Clip 2x,-1 4•-0" o.c.. P.T. galv. Nails ea. end galv. Toenails c.) 4x6. ea. end. -4x6. P.T. Cont. 0 AS BUILT I REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WILL REOUSIE A NEW PLAN SUDIATTM. AND MAY INCLUDE ADOMONAL PLAN REVIEW FEES. 7-2-I6d. ea. Truss 2x4. P.T. cont. \\ (No splice) "A35F Clip a) Cr) 0 c•-• V 2x4 ( o.c.. P.T. 3-16d aalv. Nails ea. end galv. Toenails t, fg) 4x6. ea. end. P.T. Cont. New 4x6. P.T. cont. (Locate above Exisfy 9Iularn beams) ea. 4x6 Section 3/4• = r-o- CITY OF TUKWILA APPROVED JUN 1994 /4.4 BUILDING DIVISION— MIN", 2.w. 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Pupt-LIN 12-.00E- f'SAMING FLAN ,4 v,./ALL- 1/Etvl 11-00 , - . • • . , • - • • , , 111111111111111111111111111111111111111111111111111,1111111114rft 4111111111. 11111 1 ill LI',111 1111 1111 1 1 III 0 THS INCH 2 3 - 4 7 P. • NotE: If -t,tieicrottissed document is less clear than this • 1 i notice, it is due to the quality of the original document. 0€ 6Z 84 Ge ce ez oe 61. et /.1 91 Si 471 CI Z L Li OL 6 • .„ • 111111111111111111111101111111111111111011n1 1110.1111 1111141, 1111111111111.111141;11/1110141q111.41, 1.1,14.11 4.111119111/1.1 1,11 111111144:11.11.1.1P111111111I114.1111,1,111111.11.1 (e-) 31/4 " l(41/4" 11------ ----..- .1-- .._ ! I , i 1 i i (r') V/1.11 1( ¶4I/4" i ' R \ .--------,..-.....-■,i.---..- X 141 1 i r — N./ \I- (,F..•) , -----11: i d 1. ii .,; 1---- 3 1 il --------,...0 5\:)4.---iirlA 1 yirit--:--4-7-_-77-----6,---3,-2----6.L1317::::-_-;-:,:;1- - --_-;-----7---...„-,,.„-_ __ • 1 [ 1 N [ 4 al 11111111111111111111111111111111 I 111111 I 10 11 w.nEmst-Rmon. • 9 9 47 C vrn 0 11141ougi.11011101111111111111111111111111111411111111111lliihnii • • . , •• . ••• .' • • - 4' t MEDICI GROUP INC. 3531 Bagley Avenue North Settle, Washington 98103 axi/ 547-4192 FAX 1 632-362 0.•••■■••••1■■•••• miaow 3.0.•••■■•■■•■•00/10..............oarac...o.orrronooms,........,•••■ 6(2 Li-n,\I-7F, 1 1-2- ANx-A/f.:14., ,PAYr*?,.., Ff.% Looptxtot4 4Refetettex. APPROVED 93 iZ.00P t-t flCEIVD CITY OF TUXIMI.J1 DEC 28 1993 PERMIT Ct3TEll ?LA EA K., WA 2->-.1132 ... .._ - . lk, ..../ 1‘.' CHRISTENSEN ROAD aorrowarromme --1 via 17.1E1i LOCATION EXISTING RETAIL OFFICE BUILDING 11,$24 04. FT. •GC.UPANGY 'TYPE: 8-Z. 'GON 11C.1 SN TM: V- I Haig r '�pRl NKL ER1D vi, tiff tt611 atme I(s) ii }esul? in- tropnstr Al MI 1 %Omitted for �, TART POINT i+istcast:rt• SL f•Ct t0 h'I1t::.Jr ,y i' - jl�A, 11 Al' 17151N•T OF GONNEI.1iAN'17O ' f I7INCt 12'' CITY tcUP ?L.'Y MAIN *II comm , nd acceptances ate ex 6ive1 4 relative Effect of various cold. ons upon fire in ante at are not to be con• slued is Tag in any way upolothe q l on otsnhether "due rasa ' has- been exercised with respecAto liability for personal in• Or/ or damage to property. It ise nz4 that hazards which may Lmutt in toss stiti o>.i ._ _ IJ _ - - tkr 4 / kr i J L.X111 I N i3 IZ" 4.14,TEK ANDOVER PARK EAST UNDERGROUND NOTES: 1) ALL UNDERGROUND PIPING SHALL HAVE 3' MINIMUM BURY (TO TOP OF PIPE). 21 ALL UNDERGROUND PIPING SHALL BE UL LISTED AND /OR FM APPROVED FOR FIRE PROTECTION. 3) ALL UNDERGROUND PIPING SHALL BE RODDED AND /OR BLOCKED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). 4) ALL UNDERGROUND PIPING SHALL, BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITIONi. 5) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REOUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4' - 390 GPM 6" - 880 GPM 8" - 1,560 GPM 9I lot C 8Arf IN"aJIAT►ON J , i•VAR LELILIN!s �Csr? 10" - 2,400 GPM 12" - 3,520 GPM $UI 1.1 uP 'Roar I Nv SITE PLAN •X ALE t' 24' -O`+ -V4 6)u13 PAULA - 4 LP PU1 1..IN CTh?) &Ale. CsLLI LAM 4.1„111 L.00>RN YL,1'WOOP U J L 2x 1%t.G■61Z • a 55I ;NI L 0 1 BUILDING SECTION 5GAL175.13":1% a" d S ffl . Lr nr 1( s .w 1010012 CRUM P, i'. 0 ,t.9 ..y pat r,t.C. I. na is ram los a moot uN.o own./ rel. L 'SW40.1' 10 DI Pat -1tt1¢ 11/7011 CRUM 1 ©47 FULL DODIEO, CAST IRON TAPPIN C# T&iACVli� TEE AND VALVE 1'.t t. .40; Aug 6, 1990 w -6 WET TAP DETAIL NTH w_- WAT U.�Y__�tF_O 145 106 1941 2. 1st M VANE tQFf f: f W' 3? SITE PLAN SYMBOLS 0111 rill an 010 4 1111[ UNDERGROUND BY SFS UNDERGROUND BY OTHERS EXISTING UNDERGROUND PROPERTY LINE STREET CENTERLINE EXISTING FIRE HYDRANT NEW FIRE HYDRANT WrrrawOrt' YM "r"larm4M0•Y1 ___, STEEL PIPE SPECIFICATIONS SIZE END PREP SPECIFICATION 1 - 4 THREADED ASTM A795 SCHEDULE 40 1 - 4 GROOVED ALLIED "SUPER -FLO" ASTM A795 1 - 2 PLAIN END ALLIED 'SUPER -FLO" ASTM A795 5 - 8 GROOVED ASTM A795 SCHEDULE 10 ALL PIPE MEETS NFPA 13 REQUIREMENTS _ HANGER LEGEND U HOOK R EXPANSION BOLT COACH SCREW ROD S T T'GP U EYE ROD - - FITTING LEGEND SHAPED NIPPLE .11E SPRINKLER LEGEND WELDED THR'D OUTLET MANUFACTURER TYPE MODEL HE EGCVTCHEON FINISH FINISH WALL BRACKET CEILING FLAt■;GIE SIDE SEAM BRACKET ABBREVIATIONS AFF ABOVE FINISHED FLOOR BOB BOTTOM OF BEAM PAD BOTTOM OF DECK BOJ BOTTOM OF JOIST BOP BOTTOM. OF PURLIN SOT CTS FO IFOW OFOW NAS UNO BOTTOM OF TRUSS CUT TO sun. FIELD ORDER INSIDE FACE OF WAIL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCAT1ON ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE L M ALL THRE/ D R[: D PIPE _SPIKE TOTAL THIS SHEET • •�?. !Z..:,' , -, tilt (,.1 "�:`.r�! a�1''r.:� .`:n T4 II ` ;� IIIIII III lIIIIII II! llll!l 111JIIljlllillllll!j111!:'I!ii, 0 1e»rslNCH 1 2 REVISIONS APPROVALS REQUIRED COPIES NO. DATE REASON FO'1 REVISION CITY OF TUKWILA WSRO GENERAL NOTES �� 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1 -5) WHICH ARE END TO END OF PIPE. 4. OWNER TO PROVIDE ADEQUATE HEAT (40 °F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. ....,..... -...r . w.ww. - 4444... 1.I -" I {``� 1f11I 1fi.t; I fml III1 lIIi 11I�1pli �I 1 11 ��1 ilirl�I�il� !j�. j3 4 5 6 '17 8 • .,. _ 4444. .....w.._..._..,.,;�..._ __.........._�.. .._.�:.....,.... .. .. f NOTE: _ ?-f the aticzofi.i>11t�e11 d•ocue►ent is ielss clear than this ( notice, it is due to the quality of the original document. ZZ to 6L 9L ZL 91 SL 'ii CL Zl LL p�, 6 9 1!�!Rliil�' ),!i,lll 1 ..1-01!iilit!41111!! !!!l1)11i11ii1.1111 !!! 'Y13r�'� !' %a,�:,. �Y,,. ,•Jlrr 1. • ipIZ'I'P1?.E•�LjR VALVE t�,�yE.(s11kY a Y/ PIPE. oTAI't0 --+ 4' -c RISER DETAIL GENERAL NOTES I.1MOVIP6 Z" ANNULAV. :.)-PALE" AT RI �F�K 5TUEs I N. t.tiPE. ALL 1 ;RAINfj 'f0 A.:AFL 1214- IAR41E. u-raIpE., RISER EQUIPMENT ITEM QTY. agE 1 1 6" 2 2 3 1 6" 4 1 5 1 6 7 1 4" 1 5- 8 1 9 DESCRIPTION DOUBLE DETECTOR CHECK VALVE ASSEMBLY VALVE SUPERVISORY SWITCH NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH SWING CHECK VALVE 5' STORTZ (ROCKER LUGS) X 4" FEMALE. NPT WITH 5' STORTZ BLANKING CAP MANUFACTURER AMES POTTER ELECTRIC MUELLER GEM POTTER ELECTRIC GRU`✓LOK 10" ROUND RED ALUMINUM ESCUTCHEON . SIERRA PLATE LABELED "' UTO SPRINKLER FIRE DEPARTMEN CONNECTION" 1 6" 10 1 11 1 CONTRACT W1TH ‘VATERFLOW INDICATOR 10' ELECTRIC BELL POTTER ELECTRIC POTTER ELECTRIC 12 HD SPARE HEAD CABINET CONTAINING THE FOLLOWING: SPARE SPRINKLERS & WRENCHES SPRINKLERS .SYM MANUFACTURER TYPE MODEL FINISH ORIFICE THREAD TEMP. OTV. RELIABLE SSU 6 SAnNZE 1/2" 112' 212 9 RELIABLE ssP G -REC CHROME ALL PIPE MEETS NFPA 13 REQUIREMENTS _ HANGER LEGEND U HOOK R EXPANSION BOLT COACH SCREW ROD S T T'GP U EYE ROD - - FITTING LEGEND SHAPED NIPPLE .11E SPRINKLER LEGEND WELDED THR'D OUTLET MANUFACTURER TYPE MODEL HE EGCVTCHEON FINISH FINISH WALL BRACKET CEILING FLAt■;GIE SIDE SEAM BRACKET ABBREVIATIONS AFF ABOVE FINISHED FLOOR BOB BOTTOM OF BEAM PAD BOTTOM OF DECK BOJ BOTTOM OF JOIST BOP BOTTOM. OF PURLIN SOT CTS FO IFOW OFOW NAS UNO BOTTOM OF TRUSS CUT TO sun. FIELD ORDER INSIDE FACE OF WAIL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCAT1ON ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE L M ALL THRE/ D R[: D PIPE _SPIKE TOTAL THIS SHEET • •�?. !Z..:,' , -, tilt (,.1 "�:`.r�! a�1''r.:� .`:n T4 II ` ;� IIIIII III lIIIIII II! llll!l 111JIIljlllillllll!j111!:'I!ii, 0 1e»rslNCH 1 2 REVISIONS APPROVALS REQUIRED COPIES NO. DATE REASON FO'1 REVISION CITY OF TUKWILA WSRO GENERAL NOTES �� 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1 -5) WHICH ARE END TO END OF PIPE. 4. OWNER TO PROVIDE ADEQUATE HEAT (40 °F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. ....,..... -...r . w.ww. - 4444... 1.I -" I {``� 1f11I 1fi.t; I fml III1 lIIi 11I�1pli �I 1 11 ��1 ilirl�I�il� !j�. j3 4 5 6 '17 8 • .,. _ 4444. .....w.._..._..,.,;�..._ __.........._�.. .._.�:.....,.... .. .. f NOTE: _ ?-f the aticzofi.i>11t�e11 d•ocue►ent is ielss clear than this ( notice, it is due to the quality of the original document. ZZ to 6L 9L ZL 91 SL 'ii CL Zl LL p�, 6 9 1!�!Rliil�' ),!i,lll 1 ..1-01!iilit!41111!! !!!l1)11i11ii1.1111 !!! 'Y13r�'� !' %a,�:,. �Y,,. ,•Jlrr 1. • ipIZ'I'P1?.E•�LjR VALVE t�,�yE.(s11kY a Y/ PIPE. oTAI't0 --+ 4' -c RISER DETAIL GENERAL NOTES I.1MOVIP6 Z" ANNULAV. :.)-PALE" AT RI �F�K 5TUEs I N. t.tiPE. ALL 1 ;RAINfj 'f0 A.:AFL 1214- IAR41E. u-raIpE., RISER EQUIPMENT ITEM QTY. agE 1 1 6" 2 2 3 1 6" 4 1 5 1 6 7 1 4" 1 5- 8 1 9 DESCRIPTION DOUBLE DETECTOR CHECK VALVE ASSEMBLY VALVE SUPERVISORY SWITCH NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH SWING CHECK VALVE 5' STORTZ (ROCKER LUGS) X 4" FEMALE. NPT WITH 5' STORTZ BLANKING CAP MANUFACTURER AMES POTTER ELECTRIC MUELLER GEM POTTER ELECTRIC GRU`✓LOK 10" ROUND RED ALUMINUM ESCUTCHEON . SIERRA PLATE LABELED "' UTO SPRINKLER FIRE DEPARTMEN CONNECTION" 1 6" 10 1 11 1 CONTRACT W1TH ‘VATERFLOW INDICATOR 10' ELECTRIC BELL POTTER ELECTRIC POTTER ELECTRIC 12 HD SPARE HEAD CABINET CONTAINING THE FOLLOWING: SPARE SPRINKLERS & WRENCHES SPRINKLERS .SYM MANUFACTURER TYPE MODEL FINISH ORIFICE THREAD TEMP. OTV. RELIABLE SSU 6 SAnNZE 1/2" 112' 212 9 RELIABLE ssP G -REC CHROME 1/2' IMEN 185 IIMMEIN 2 RELIABLE SSP G WRENCHES CHROME 1/2' TYPE UR DESCRIPTION OTY. P.ELUABLE MODEL D 1 1.I -" I {``� 1f11I 1fi.t; I fml III1 lIIi 11I�1pli �I 1 11 ��1 ilirl�I�il� !j�. j3 4 5 6 '17 8 • .,. _ 4444. .....w.._..._..,.,;�..._ __.........._�.. .._.�:.....,.... .. .. f NOTE: _ ?-f the aticzofi.i>11t�e11 d•ocue►ent is ielss clear than this ( notice, it is due to the quality of the original document. ZZ to 6L 9L ZL 91 SL 'ii CL Zl LL p�, 6 9 1!�!Rliil�' ),!i,lll 1 ..1-01!iilit!41111!! !!!l1)11i11ii1.1111 !!! 'Y13r�'� !' %a,�:,. �Y,,. ,•Jlrr 1. • ipIZ'I'P1?.E•�LjR VALVE t�,�yE.(s11kY a Y/ PIPE. oTAI't0 --+ 4' -c RISER DETAIL GENERAL NOTES I.1MOVIP6 Z" ANNULAV. :.)-PALE" AT RI �F�K 5TUEs I N. t.tiPE. ALL 1 ;RAINfj 'f0 A.:AFL 1214- IAR41E. u-raIpE., RISER EQUIPMENT ITEM QTY. agE 1 1 6" 2 2 3 1 6" 4 1 5 1 6 7 1 4" 1 5- 8 1 9 DESCRIPTION DOUBLE DETECTOR CHECK VALVE ASSEMBLY VALVE SUPERVISORY SWITCH NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH SWING CHECK VALVE 5' STORTZ (ROCKER LUGS) X 4" FEMALE. NPT WITH 5' STORTZ BLANKING CAP MANUFACTURER AMES POTTER ELECTRIC MUELLER GEM POTTER ELECTRIC GRU`✓LOK 10" ROUND RED ALUMINUM ESCUTCHEON . SIERRA PLATE LABELED "' UTO SPRINKLER FIRE DEPARTMEN CONNECTION" 1 6" 10 1 11 1 CONTRACT W1TH ‘VATERFLOW INDICATOR 10' ELECTRIC BELL POTTER ELECTRIC POTTER ELECTRIC 12 HD SPARE HEAD CABINET CONTAINING THE FOLLOWING: SPARE SPRINKLERS & WRENCHES SPRINKLERS .SYM MANUFACTURER TYPE MODEL FINISH ORIFICE THREAD TEMP. OTV. RELIABLE SSU 6 SAnNZE 1/2" 112' 212 9 RELIABLE ssP G -REC CHROME 1/2' IMEN 185 IIMMEIN 2 RELIABLE SSP G WRENCHES CHROME 1/2' TYPE UR DESCRIPTION OTY. P.ELUABLE MODEL D 1 CASE CONSTRUCTION 4647 HIGHWAY 73 EVERGREEN, COLORADO 80439 PROJECT MGR. PHONE: FAX: . I-303-670---82'32 I - 303- 670 - 983i MODEL # 3000SS OSYSU -2 A- 2075 -6 F753 PCVS -2 FP -7800 S209 VSR•F PBA 12010 s?xbttUG WALL:. e 14/-91WW IT ACCEPTED 0 WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been revie.:3cx and accepted by the City of Tukwii.1 Fire Dept. Additions, deletions or revisions to tl±r se .drawings after this date wit) v :1i.i this .acre )t. nce and will require a resubmitt.„l of revised drawings. , Fin suhj�r'.t to r field- ' f this _( �,, �,lreesl,ative • o� de . . eta DATE: CITY OF TUKWILA 575.4407 "S- r3Lc / /75 r-ok2 rOUNOATION L t-' 6 c ca . O,g t s F'- -'l- _i:- 4114. --1 FDC DETAIL ALE.. I Z• • c.a. TUKWILA FIRE DEPARTMENT Please tail; 575 "4407 atud give !s job arid exact address for shut. down or resbration approve!. H-c).)6=.- S7.677o'-f c..c.:4T/OA) .SP'sc /fr ' , P Aocp4..I7 --s- 3 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL PROVIDE A WET PIPE AUTOMATIC SPRINKLER FIRE PROTECTION SYSTEM TO PROTECT THE ENTIRE BUILDING. SFS WILL START WORK AT THE WET TAP INTO THE CITY UNDERGROUND MAIN AND RUN A 6" UNDERGROUND SUPPLY LINE INTO THE BUILDING. CLARIFICATIONS: - - -ALL AREAS WILL BE PROTECTED BY A WET SYSTEM AND MUST BE MAINTAINED AT A MINIMUM OF 40 DEGREES F BY OTHERS TO PREVENT FREEZING - - -SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM - -- PENDENT SPRINKLER HEADS ARE NOT REQUIRED TO BE CENTERED IN CEILING TILES EXCLUSIONS: - -- PAINTING OR LABELING OF PIPE AND /OR EQUIPMENT - -- ELECTRICAL WIRING OF ANY KIND, INCLUDING BUT NOT LIMITED TO, ELECTRICAL BELL, WATERFLOW SWITCH AND TAMPER SWITCHES - -- CENTRAL STATION MONITORING EQUIPMENT, WIRING AND MONITORING SERVICE - -- STRUCTURAL REVIEW OF OUR SPRINKLER PIPING LOADS AND ANY FEES FOR SAID REVIEW PROJECT SUPER TOM LEACH PHONE: 1 - 206- 242 - 0920 FAX: I --20G - 242 -0923 1 14,41111111.1111111111111111111111111111111111111 9 10 11 mectoratuir, 12' G' 1 9 17 £ z L rivr O t ' '!I!,!!Ilill!!!II1MIIIIII!�II +Illlltlll1111lI!!I!I!!lill!I I!!I!!!I11 7 _44,44 _ CITY RECEIVED MAY 18 199 PERMIT CENTER M .l • '- SMITH FIRE SYSTEMS, INC. 4519 .South Orchard • Tacoma, Washington ,98466 • CONTR. REG. NO. SM1146::$6J1 Bus: (206) 473 -6967 Fax: (2081 475;1205 KINKO1S COPY CENfYER- 112 ANDOVER PARK EAST TUKWILA WASH OESII'IER So BRIGGS 4 i DATE SHEET �� JOB 5/2/94 1OF2 C465 r' ,rvrF•...:s�atrvrrrl,•r11441 3414,4. 1 5�•a'z'�ia 1,4c7;I �- 9�ISER L01Jt(1'1a9i'1 -?--- 114 !14 NFPA 13 - 1991 EDITION CONSTRUCTION TYPE UNOBSTRUCTED__ MAX. DEFLECTOR DISTANCE 11- 12" MAX. SPACING PER SPRINKLER HEAD 130 SQ, FT 2ezvt,.4-I 30 4-c 1 1 IIL \ h. • It , 4 1 B.c) c17 --- n! ■ \�p,. j3 CI-F.4.. *KM 41771 F L.H.813' o!L _. -__ '- -_IIL 1 ' • I! p - -LI - I II i ; I'4 _ i4 1 1 114 O t'4 t'4 - --K- I - rOJ -4 q -© - et.-0 -- -T_a VI 2.0 • E-G ?-� �i -____, __.., _.__.._._. I' : ._,� ,ILO . 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Q 1 112- • 11Z, + L12.<p- 4$12-.1 10 0 HANGER LEGEND 1.) HOOK R EXPANSION BOLT COACH SCREW ROD TOP BEAM CLAMP EYE ROD C 7; N N EL`_ 12 (X, hii1 E 13►•'! CEILING FLANGE SIDE BEAM BRACKET v z ---- --_. -- _- -..-_. - ...,___ I� ` ALL THREAD .ROD- N- PIPE SPIKE -!a 2.-- 4-Cv l<=2.O 1 FITTING LEGEND - WELDED THR'D OUTLET SHAPED NIPPLE MANUFACTLIRFR NEI- I E HYDRAULICALLY MOST REMOTE AREA DENSITY OF .17 GPM OVER 3.000 so. Fr. SYSTEM DEMAND AT BOR: 922.85 GPM AT 55.7G PSI (INCLUDING 150 GPM FOR INSIDE HOSE) FLOOR PLAN LISTER/FITTER NOTES 1) ALL CEILING HEIGHTS TO BE AT •i-9' -10" AFF UNO. 2) BRANCHLINE PIPING TO BE AT +10• -1 1/2" AFF UNO. 3) ALL BRANCHLINE HANGERS TO BE TYPE "H" CTS LINO. ,. SPRINKLER LEGEND TYPE MODEL Mil 56U f3 t3R� ESCUTCHEON ORIFICE FINISH SITE Cs -RF.G, !• LHR, 17 er.. aJ 4IiR, G. Mg, THREAD TEMP. SITE RATING NEI 212°F 11111111M QuANnn• TOTAL THIS SHEET ABBREVIATIONS AFF BOB 00D BOJ BOP BOT TS IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TF',USS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL N0 AUTO. SPRINKLERS UNLESS NOTED OTHERWISE_ 111 0 0 SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2-WAY EARTHQUAKE SWAY BRACE 4-WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE REVISIONS Es DATE BY REASON FOR REVISION REQUIRED CITY OF TUKWILA COMES 7 r WSRB 7 ..„,,a, ...... ...... . _____._ GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND /OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1 -S) WHICH ARE END I TO END OF PIPE. 4, OWNER TO PROVIDE ADEQUATE HEAT (4C. °i MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WEI PIPE SPRINKLER SYSTEM. pe 6Z 8C Le 9Z 4 r , Notk: if the microfilmed document is less clear than this notice. it is due to the quality of the original document. 11.1.111111h41014111aft14101444111'4114414111014ALWOIlle mv idguillildliplirdp011114441,01.tuadm • COPITRACT WITH CASE CONSTRUCTION 4617 HIGHWAY 73 EVERGREEN, COLORADO 80429 PROJECT MGR; PHONE: I 303 670 8292 FAX: PPOJE-CT suPER.: TOM LEACH PHONE: I-206-242-092d FAX: 10 wuv.Gfieugif 12. ilibik11/1111111111!!1 • 10911.1•001.• 4101.1110.1111., MOM CITY OF TUKWILA MAY I 8 1994 DETAIL " 41 11 ACCEPTEu rstICAAYTTLE3, WASH. Alt comments and acceptances relate exclusively to relative effect of Ya1100 5 conditions upon fire insukance rates. They are not to be con- strued 2$ if) any way upon thequestion of whether/"due care* has been exercised with respeic,1 totipossibleiability ,f//or personal in. jut), or damage to property. is 7.:(g.nize: that hazards ich may result in loss stitl Tacoma, Washington 98466 4519 South Orchard CONTFL REG. NO. SFAITHFS1360T Bus: (206) 473-6967 Fax: (206) 475-1205 PROJECT KINKOS COPY CENTER 112 ANDOVER PARK EAST TUKWILA WASH DESIGNER DATE S BRIGGS 5/2/94 • • • • • 0 0 • 1, 1' ".._ -••••••••.,- ....IPM. r '♦ • 1 • rtC-k4b14lC.M. ei4-) �w *a wro wr S: SPINS As ,. tram t a ... am►-. • 1' I 11 7-2-16d. oa. Truss N2x4. P.T. cons. (No splice) A35F Clop New 46 x8'- 0 ".P.T. spaced 0 8' -0" o.c.. (Span btwn. exist'g glulam beams below.) / • Section L50. ea. 4x6 3/4" - 91-0075 2x4 a 4' -0" o.c.. P.T. .-3 -16d goly. Nails ea. end 3 -8d gdv. Toenails 04x6. ea. end. 4x6. P.T. Cont. id REVISIONS NO aMIS Moot To TIM SOOPS PRIOR M.MtMMIM WM PINS tt 2 -16d. ea. Truss 2x4. P.T. cont. (No splice) A3SF Clop 2x4 0 4' -0" o.c.. P.T. 3 -16d adv. Nails ea. end 3 -8d gaily. Toenails 0 4x6. ea. end. 4x6. P.T. Cont. New 4x6. P.T. cont. (Locate above Exist'g glulam beams) '0* ANPP 6* COY Op Tumvu APPROVED JuNA 894 �. , I • i 1 1 0 REVISIONS ITEM P40. DATE DRAWING DATE OS NO. SET NO. Mia ttrICAL_ Vs-11 &Px P1 w/ • F^c r>; q #TAdgt1. 171Ar•RA. f$TtSID, ALL SLL if ILLP 5H E .A/ SLOOP rs H OATH I N6t w DP, INPtx 32 10 u$sL;ucEp, . A1,4 reikrthiPie. A� o�PL�'s >,.1' 4ois "i. N4� M 5SUJNDAFY 04,40 F *JP OVR !. JALLS AND 4.40.0E WALLS ran TF.p ecgt• -.,I 6C$E -PULE Asian 1N . ES 4MEAR WALL- w /Ptwoan oNE *IPS APLYWOOD �D CE o ED t ECS A 12"at P 8 Pe G" ac. 82d. 4 IIac. °a.IZlac. 1. SO !LATH is HAIL w f o 3 I G. S. NAIL. SO 4 FASTEN AaovL f›, ,TE To Go stfTI✓ w/ Y& < " EX PANC10N BOLTS s. ONA.9►s a.SsIIac. 0. A PLATE. TO * P44►M 1t4t, a t1.Ow w L6 Top PL ATL To 4471st OR 91- ING1 w 0 0ott AILS s- e." ac. as 434 LIPS e• lei ac. L CZ SO " SI% $14411 - turf& Qno.` it, I" VA" (L vice's ''1'1411 (05.140xI1.4" (s) ;Y4 "><I&' / ♦" 1 8.)sY''X IL /4" 2 51/4'x le-1/4" t) /k'm•'441a%11 /t&ml) 5141-40- 1114" t / s (¢,)s%4 "slL1' rosr • (E) 5 1/411K 1/4'' (w#° F) (1e) ;'4' x I4 a (e.) 3 1/4 "x I4,' /4" 4 0 A W/ rig /Got . 2w2 'IT L..TOWE. 'PIACI&NA L. p -At E., -rte. M I ( 4 " v[ Par AL) Le.) 31/4r" x Ili 1/4" (a) s',411‘104" ens *) 'tea \r tin alk A I/.l%4" /sc.ao f) (E) 3'45' Iv 144-" > CE) 3 4' N la.) 31/4"x I(0'/4" siA 4 (E) 31/4"$ I01/4" 0 (E) 1491/4" Is £E)3/►" ,r I* %II (24004n x'11 4,.L. PULI..I$ (c) 3 W 414" (sses 0 4.1.. Pu$.LIN • J (E) 3/4 "wIto* "etzoo -C) 'r esi 4-. PU9I-1.1.4 1541E1.0075 (t) s 4 ", is" C t)'3I4 "K 1SA'I (E) '1/4" IS II fLOOF FIZAMING, PLAN 4 osts.kot WAI.is Wag s 1Lp1 NOTE: (S) Si4^ I43/4 IP+DI.'.TES tlt16TINQ{ HEM13E's- .Ter Iak:NAIN "a ma MEDICI GROUP INC. 3531 9yUy Awns Nanh S"MIN. Wuhinolon 96103 906/347.4191 FAX/632-36112 so uTrHcaNiThi . $u1L -121NC/ 1 It AHR9'ER PAR-►kS Ef TuKWILJ4 WASH1146112:t inn Kr tied C'.Y -dlr (J LocarioH 'PAGAN- ONul 6flw et4 W'. Y,- S- 9-1 J .. "Lau. APPROVED DECt'1 ,:93 CITY "O "'KWILA DEC 2 8 1913 MINN COMM ZOOP ps&M INc P LAN SHEAF. WALL !+.- A11kItiL_11_, 1 -:r EEa on _ "— tf tB E- •SET' -i SELF IiIIM — — !• lastl�^'Sl• I ' WT:11 Q7 fl rs MIR 2'. I -..x'.,..11 ::.:.' 1 CHRISTENSEN ROAD ' SPIV ear KAM. MOW 1 A- NNA LaLAf1BN es RETAIL OFFICE 9111II1dG ANWISIM/MN 1 *INNS WO1INI461116e UNDERGROUND NOTES: 11 ALL UIIDIRGROUND PPM SHALL NAVE 3' MINIMUM MAW (TO TOP Of PRIM, 21 ALL UNDERGROUND FIPNN WALL O1 UL LIVID AID/OR PM ARIIOVED FOR MRS PROTECTION. 21 ALL UNDERGROUND PIPING (HALL It NODDED MOIDII MLOCKE2 N ACCORDANCE WITH TIE 6NCMICATDN AND PIMA 14 LATEST SORKN. 4) ALL UNDERGROUND PIPING SHALL N HYDRO- STATICALLY TESTED AT NOT LEES TITAN 200 PM OR N MI ABOVE STATIC PRESSURE N EXCESS Of 110 PM MR TWO HORNS M ACCORDANCE WITT IIPA 24 LATEST EDITION. N ALL UINEROIIOU D PPM SHALL N PLUME) N ACCORDANCE WTOI NRA 24 LATEST EW1110M. PLOW THE MOUSED RATE UNTIL WATER IS CLEAR AS INDICATE SY NO COLLECTION OF POST MATMIAL N BURLAP BAGS AT OUTLETS. 4' - no OPM 10• - 2,400 0PM 1• • ESO OMA 12• - 3,620 GPM 1• • 1,600 GPM J or sow __________ _ ____ -- ANDOVER PARK EAST sILLL F��N 4 ( WATER SUPLI Y INFO_ •11171{, • 144 nI RIaa*UM 1011 Si Tar San MM SOMME OWL 100f11 Is l I1 w • r •MI IS rrr w• • .a•• • • a.e w rr Wirt rsr SIN L ION e -e SITE PLAN SYMBOLS canna — a e N s UNDERSROUNO SYSFS IRALRSROIRA BY CRIERS MOWN UNCERSROUND PROPERTY LINE STREET CENTERLINE EXISTING FIRE HYDRANT NEW PINE NYDRANT WET TBo. DETAIL Sill &I IA 1LaefI.e, N- IM ees FORUM •••• •lNA• IMO 3 wet Am/ • `6MLMOlM1 ___ "_ /• T•6A1 LIILINS BU BUILIZANspACTION 3qqsr 0W5 SPRINKLER LEGEND rim NOOK a —w— 'W 1'! S oREIN -we . -� 1 ms j11ENf rwr-°r..--a 1.•.. Inn 'P.M ,I'?. cw. f' A 1 / 0 m 4 F t4I PIRA &WM—. +"" Trl Tcr RISER DcTtIL GENERAL NOTES I. aML al' ANNWAlt MILL At a. A4.1 sins IN, WI *WOG 111111444411611 LN'O'fL, RISER EQUIPMENT 1 1 5• 2 2 3 1 4 1 S 1 5 1 7 1 4' 5' DONN 0146CT011 DOCK NM AMINO VALVI 6UMIIV1snY SWITCH NM OATS VALVI WALL POST IIOICATOA YAWS SUWDVnofV SWITCH 113I114S CHICK VALVS S' STOATS OIOCK/A LUGS) x 4' MALI NR WITH 6' STOATS MANK/p CAP MANUPACTURER MIS POfIN 1UCTNC MUSLLIA sIM FOTTO, ournrc M NLOK 1 1 1o• ROUND AD ALUMINUM SSCUTCMION • MAMA MATS LASKIO ••IRO SPRIOLUI MO OVARTMM' CONNSCTNN• P 10• 12 HO WAATSAKOW INDICATOR (*ICTIN NU. roan IUCTNC POnum ILSCTNC SPAM MAO CARAT CONTAINING TO FOLLOWING: /DG =DIL I MOSS OSYSU•2 A•207M ►752 PCVL2 /►•7100 BIOS VSWF MA 12010 ACCEPTED AS HOUT C OMMtNTt PER THE ATTACHED LETTER The drawings affixed hereto have ban reviewed and accepted by the City 0 Tukwitl Fire Dept. Additions, deletions or revisions to these 1rawing. after this date will vol ] this a:ce,.tance and will require 1 resubmitt..l 0 revised drawings. Final tece.tnv, iz s•flifoct to fluid• Ins;'. •, is a rest eventative of this de,. , era DATE: BY:,%L CITY OF TUKWILA 576.4107 1 *s- 4344l /71 Foe Hass sT *no&/ nelrisaVer TN RNNSAT s WAIT. Foca ,NTAIL 1 TUKWILA FIRE OEPARTMIM Ms cat end en On No. ` /067 . end enact address lot shut- down a restoration approval 4.c•1Tio,.+ 7 J sp4col pap m500/- AIL 4 H SCOPE OF WORK SMITH FIRE SYSTEMS ISM) WILL PROVIDE A WET PIPE AUTOMATIC SPRINKLER FIRE PROTECTION SYSTEM TO PROTECT THE ENTIRE BUILDING. SFS WILL START WORK AT THE WET TAP INTO THE CITY UNDERGROUND MAIN AND RUN A B' UNDERGROUND SUPPLY LINE INTO THE BUILDING. CLARIFICATIONS: - - -ALL AREAS WILL BE PROTECTED BY A WET SYSTEM AND MUST BE MAINTAINED AT A MINIMUM OF 40 DEGREES F BY OTHERS TO PREVENT FREEZING - - -SFS ASSUMES THE STRUCTURE TO SE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM •-- PENDENT SPRINKLER HEADS ARE NOT REQUIRED TO BE CENTERED IN CEILING TILES EXCLUSIONS: -•- PAINTING OR LABELING OF PIPE AND /OR EQUIPMENT - -- ELECTRICAL WIRING OF ANY KIND, INCLUDING BUT NOT LIMITED TO, ELECTRICAL BELL, WATERFLOW SWITCH AND TAMPER SWITCHES --CENTRAL STATION MONITORING EQUIPMENT, WIRING AND MONITORING SERVICE - -- STRUCTURAL REVIEW OF OUR SPRINKLER PIPING LOADS AND ANY FEES FOR SAID REVIEW 1• s P 1' F D •d , EDT i 4 AMRENATIONS WK. OP NMI 1011011 OP JOST 1101101110, RONA SSOORRY OP SAS yaw orte SINIS MSS OP WALL ORM Ma a WC ND PURo. NMess MHOS N0110 ran SIMSOL LEGEND REVISIONS APPROVALS REQUIRED oGRES NEM OF TOISIIIar 2 -WAY EARTHQUAKE SWAY BRACE 4-WAY WITHOUA,a SWAY MCI HANGER LOCATION IN-FlitT Itiare BD FOUR HYDRAULIC CALCULATION NODE N0. DAM Br %ION FOR MASON TUKWILA GENERAL NOME 1. ALL MATKNALI TO N MW ANO UL LISTED AND /OR FACTORY MUTUAL APPROVED. 6. RISTALLATION TO M N AOCOROANCI VON TIE LATEST ESITION Of NFPA STANDARDS. I. PIPPM r-vsOM AM COMM To CENTER ncrt NOM SHOWN TMALY OA LWNCN AM WD To WD OP PNL 4 OKAPI To MOWN ANORAK MA? 140•? award) TO PRIMING N ARIAS PROTICTID Of A WIT MK SMNKLIN PIIMM WATM N PEES PROM MTIM. MINMAOT WIM CASE CONSTRUCTION 4647 HIGHWAY 73 EVERGREEN, COLORADO 80439 PROJECT MGR. PMONED I- 303-670-5292 FAX. I - 303-670 - 453E PROJECT SUPER. TOM_ LEACH PHONE, 1- -166- 242- 0920 FAX! I- 206 -241 -0423 corrallis NAV1fN1 PORN OININI1 x'}144 -- TBS IF (205) 472'0/7 Fax: (20* SMITH FIRE SYSTEMS, INC.' aE T IlKSt FROM! KINKO'S COPY CENTER • 112 ANDOVER PARK EAST :. TUKWILA WASH D alete GATB } BIB S• BRIGGS I ';l2/94 1 I OF 2 t ROB C4S — T1 •t : _ 4.1 10 40 GO I. - 4* 1. a e f111 - 41 -- 4.11 1- . I 411 - -1- -- •1 4-4 ••I - .0- 1.1 a 0•t_1• Oi N - 'O -10 04 44 7 - 7.O WO 11114-714 O.' 1 Y� 10•ly. I 4 • 1 4 /1 I.rt. I,N1/ I1t AO • -0 1.0 104 A4 a,• •� 1.4 1.01 • -o WO WO 3•41 &Kale Ps 111. . 112. .0 2.6 O4 1.4 h h W 11M. 1 • DO 4-0 At 1 (• •4 4.O 34 112. I I f Iti. } 1.4 • v 1•4. _FLOOR PLAN__ •uu1 w rare LISTER /FITTER NOTES 11 ALL CILIUM MMONTE TO H. AT ♦ l• -10- Af! (1N0. 21 MANCNIINR PIPING TO N AT +10i-1 1 /2- AP? MO. 21 ALL MANCNLNII HANGERS TO N TIPS •H- CTE U1O. 13914- W-15 A•111111r [Ti"! H11L. d•111LAWM 1144 100 • "4 IM-11 MAI SIM Cal WM — LLI• LLLLLLL[• L� t• Lt• t• 1�t_���t•t•t•t• Ell 1 � L� t• I• LS21• LI• I• t• E�1 LLLt•LLLLLLLL/ Lt•L!•L<•LLB EI•1 t•Lt•LLLLLLt•LL[•LL[•L[• IwI dn- -6TV.. ASSREVIAT10Nd AN SOB KO 1O/ PaP 10T Po !n SOW VON NMI Wa MON MSS SOTTO 0►wNrR00A NOM OP /01K NKOMO, We SOTTO Of NUN OR TOW O� AN III OPwAu. al WON NO MOONIpI WORM WAS NOlt OMAN SWa LEGEND t1E1UA! ram PeWanCe 2 -WAY AIITNOUNG SWAY MACE 4-WAY 1141111101NIQ MAY MACE NANOM LOCATION II7GlItialten° Pa"' 10124A000 CALCCUTATION NODE 110. REVISIONS MASON Id1 NWWON APPROVALS REQUIRED own %Yr TUKWILA 1. ALL MATIAML! TO N MW AND K LISTS0 AMOR IAACCIONY MUTUAL AMAOVID. !. MNTALLAT1ON TO N NI ACCOIIDANCI WAIN 1M LATHY WINO OP AKA rANOAAD/. S. SWIMS ONISIlI010 AM CORN TO w4TM MOAT T110N SHOWN TNUKV (11) W1004 AM INC TO OID or ML 4. owe TO PROMS AD1OuAT1 NAT (dfl MMMA/M1 To /MNNT WAIN MI PM IIIOM PRIMO n AMAI MOTICTIO M A WIT PM O111M44.111 PIMA. CONTRACT MN CASE CONSTRUCTION 4617 HIGHWAY 73 EVERGREEN, COLORADO 80429 PROJECT IAGRI PHONES 1 303 67O 9292 FAX, I -303 670 -9[131 PHONES I•20i-24Z-09E0 FAX, I- 206 -2X2 -0923 -o 1 w S W� w.eTM& DETAIL "i ACCEPTEu met Mike a NAr 3 . wr. r•su 11 In Y_W 1� N. slid for : TwIR!,..I MM ILA' ..r lo • Mw11�In Nww VII► w11w Y•toN. A'. SMITH RRE SY1,01,1 INC AS T.ssa, ltalis1.1 NIN en NIL a Slaw EH: (201) 4734N7 Fat (10q 171.120E KINKO'S COPY CENTER 112 ANDOVER PARK EAST TUKWILA WASH S SRIGGS $ 1 2 of 2 C -40 'lb. 4 ryq 4 t t* % • 1 ,.Y- T AT ` ' T 1 1 y'MnM'"`i a.. -bi • , ..a ..y. -, vet ... ma, v� Mf .w+ h .► 1 M_ lea EA «mot SE a�.,.• ,, . . . jata roc ba- YE a IIMIR 121111 la 1E' REM • TWlSIMSIV 2I —c tit Mt Asa' AIM MISS .2s LIM IIlMr ) • •, +, '6+1a>aO S IT 1. 8 wI M aryr'a r 1110111111R 34. AS MOM ISSN S WENEJ I as we first SI ' Walt W SI RR 4 SSRS► 111Pri f SflE Mat NM jai ►'A.TIMI MIST _5, y.Jy�o 1111 'CONTRACTOR SNAIL SIWINIT ALL SHOP DRAWINGS POII ARIIROVML. TO TNW AA0IITMOT AND OWNER PRIOR TO .. OP worn ONTINACToI• To $flST C1RS. SAMNA AND APPRO MMPRATI Q OR PAMICATION. v tea seAts -le Di raves eueseesseee Set to' ° AL rtR. r APPROYAL JI a OT A OP N NO WORKING OATS *10o. ORAIISMIML T*SAX SIIMIRSN10N$ 1L. y MALL �MI*M TO neesewiteo INSTALL ISOM 'nTA1roAROS MO /fp o an. se ;A AW. 20. ALL MATERIAL AND INIMPOIMIT SHALL MIST APPLICAS,I STANDARDS AS PUSLISIS fl ANN A10 SA AND SNALL SS LISTED SY UL., MSS 111OI11111Si, MIA MOM MUST Mt MOSS 21. ANY CAMASES TO MIS PARTITIONS, PL000SS 00LNSS OR ANY PART OP SIN SNS OR 0SNrs CAMS SY TIRE WORK OP MIS OaNSAAOTCR MIIAU. SS O NN 111000 AT NO ADDITIONAL EXPOIISS TO INS OWIIEA. 22. TES CONTRACTOR SHALL 1111120191 ALL IIIIMSISN AND WASTE FROM TES JOS SITS AIO BROOM (UAW DALY. 23. TIN CONTRACTOR IS TO SO11YNOL MAMNS TO PRIVMNT DINT OR OUST MOM LEASE T1* JOS SRI AND SMILTAATI S MEAD NOT INVOLVED N TIN P00110T. 24. MON 1111110111160 ANAMMO OUTLET, OAKES AM TO ME II MOVIO PROM OIM INATMIs POINT AND A COS . PLATS TO SE WSTALLMO AT WIN MILL.. N *AIM OP MiIMS OUTLETS, WOO TO . K . fl T1* MEMO • •o*, AND WO AY, TO M�TALL/b AT WALL. • 211. AU. OM 1111,10 rr earn Cow. AS TO SI cam afaTEO to collioeie TO *eats seaTMOAL Suu.swa owes. yrn t _�y� MI W � IOW MEW 111-111 la "HOAR M ON IK W! Ss MWr W[ III a MS WNW It 1M rF MI• Prig RISC .„ SASH= Ste t"..O WNW MawNIi ► W 11 WSW IMINM WWI sr 11P i •AWWiI I Ma11I or NI 1 _J IIWO NUM MN1`A1 a :. MIS MLA WNW WSW IR. n Slur. r . `e •WED MTV as fl CPS �_' Yn• .O Ls am I•MTWiMW! M �« t f 01 o 00,+8. :.F t ' S Q •'4..} 't o '.0.1 ti p 14Y K�9+(.in.�gcFY,• u• *$ 9'0;4 4a ,of* • l! SSW • OS TIM asL nnIYMN AND Tarn WALL M OUAMEMOD PM O NAM. ■w_ • SOON AS NAIMWAMM 1101 J , M'AnA'AAN AID *O° *44 •Iz!5:n nc " LOS 111 I5 AM MANIAC. ALLOW PM MARARM AND AMT LOO AID S1*1. M RM OROND WITH se ND SI WIN NOW 1N~OUALITT lona M ANT SPOOIAL NMS MOINES MMSN ROMEO AN NOT Sat matt MUMS OONINAOTST °0CIOUNI ln. an WA MPSMN05 TO NIMER. ON TRIM OP A ST AIMAN M PUSS IOEOw10010% TNASS LAM' tVIMNH, MOURNS AMISMINT0 _ • 110 CAN 010 OS/LNTS SOT e TID MSS, MN OOVNI% L 1.10 WURIALS MOURNS TOOTING MALL PAN 11O°.° OMAIDAMn OINI S TIM SOWS° ON MMSIIES SY ROM, WNONVM • MOM STMNMT. /N NNrAL OSIAPLIANM WITH SRAMISS AID MMIPWATIONS • TO AMINE AOMPTAINIS OP WOOL ALL WONT OP THE MOM° AIM 5 OP NDUSTRK ONLY ITANT M AID NO 1MBOTM GR A1DA° MA MALL NOOArNTG, Wy% S Par ORM ° MIALL M IIMOVIO S1�Y AtTI N AL APn *N % S / AN° TO 1ST TS 001111 STOW OP M CONTRACT 000011111111 MIL M MISTS ST ARNNTISL 1.01 krisAND SIDO0NTRACTGR MALL M A AS WILT ate SPINIALNT N NN RION MILL N MOLT PAWL° WWII ALL PNOSUOn AND ALL MIMM1ENTt 011 TIME MOPS TION. 10011 1RA0/ MALL WSW ALL OPMO.NAT10N Men0N% MAWN°G, OTINI. CONTRACT AIM MILD OOERIOIN AND MALL NOWT 01 ANY ROME WHAT CaNOT nMSELT NSTALLeo, OILS lAOT SSCIRESMTS. ON MILT COMPATIBLE WITH PENS OR WOOS OR INETN° OOINITDE, POOR TO SD tM WHAMS THAT MNRM LOOMNS% OMTIPICATOIL UNCIAL MAIM% OM WMACTINN<A1 APPROVAL MALL SS COIN ONLY RAN MOONS STN PRIM ORMSNWALS AND MINI° PROVOS MAINFAOTUINI P SUPPLER PMSOI"EL PON OIFOITU OSSSSTATOMS AG IAD SODS n0SCn M PLACE RUN PONT° AIIOIIORAM MESON OWNS= AND SEES TO WITHSTAND SUMS* TOM SK AND RAMPS INSTALL SCUAM, PLIED, LEVEL, TWO TO LL/ 111/041111107 N, AND 111/041111107 TO A04ACN1T MATIONAU JOS AOMM7RATION LOI OONT.AOTOR an THAT E ASSUMES DOLE AND COMPLETE _ NINNUTY PON JOINT° CONDITIONS MIRING PRODCT 0°NYMI0TNIL 1°LINN" SANITY OP ALL PMOO11D AND =MT NMI MOIREENT SHALL APPLY T AND 1107 M 11°7 , TO MRMAL WOISMIO MOWN AID THAT M OCNT5AOTON SHALL MIND, 11x1 •11`. AID MILIP 1N, CWOM. ASONITICT AND ARSDTUOT7 OONM,TAIMI rase moo ANT AND ALL UMW% MAL • 00111111011011 SI MTN M PFO°IANN OP WORK . WICOPTN° PON LAIIUYY AWING PROM 110 SOLO INDUS -NSS OP M OWMR ON M ANONTST. OMIIMAOTOR SHALL M CONSTANTLY MBLANT AND UM SWINNONOINAMI OW 70 AVOID HAZARDOUS CONDITIONS AND �1� STRICT NDOMLEE AMEN M MFLONIS AND SHALL •*TINS 1111 OAM 01010 Nn, AS MOIR° T MASTS AMOUR* 000710TION OP ALL WORK MMES IAMAM AND M,MRY. AND PROTECT M PMSPMTV 0011 OMIAN OR LOSS. AMOUATILY MMOMIT MMMfT. MOWN MD MAINTAIN *LL RIMS LIMITS, FAONTEo PCS ., *0 ST MRS *UTMOSREO 05 M 40° OOINN1101E. MOTET Tao AND NMI MMCA1° TO M IMPROVE FROM MATMALL P NATURALS S, MO A MMDIM WAS*. MWATM INTO, AND PROVOS AM MINK RIOT. AM POLLUTION CONTROL T, 5MI OIMpM ..17Rf %IIOwS�IRt MY St BIMBOS SST P NS IN A WI, N MOT�/1tt w• NRI5IIORKIN5 tM OONTNAOT05 ANT MOST A ��TTTNN NN n MOTH 'OR MOW TM Ran OONO1l uvn TWAT TID OOfl*OTOS ILIVISTMATE PROPOS M00° ANS MIOAINNO THAT IT N °OWL ON MFUEM WALL MOMOTO TO THAT MOMS W▪ ILL PROEMS TM OAM WMMANT, PON TRIM a_TITIMON° AS 00* TIN PNO5UOn McOIPNL L TALL RU OOO•NAn AOQ150 MNTALLATION INTO TNI WORN AND IMRMM11S 0 001.1 NA TUW M M ITS NAA to TM ROM • ALL WANES SLAMS PON AESITIONAL °WITS MON MAT "IN"S01SRLY NOOMM APPARNR. tN 7111 MINMI OP OOMOLUSIS PROM OP NISMERII N IRON TIE CONTRACTOR. PRO NULL /ACTUAL AND OOMANATIVM META, MD MT DATA OR OF BFOMNTNN INOSOOAM N OM T TIE ESE°TE NMTRYTION N SMOLT SSIML N S M'T. IfltflTAN SET, S▪ PAIN M . STMNN I Ail RO T,.4 0* MOUND AMT MI w ISIMAMT DATA. NMmv1MO MINT NOM WSW S IS 0•0*0T DOOUONTT4 AND MALL M MASS F MRONTROT JUDOS@ THAT 7110 BO 1107. 1.01 D O NOT M*SII M 00 N°TAUL A PMPOSM NNSTITYflON WITHOUT RSOTRO wills APPNITAL OYNI UMOTM MALL NOT MSS TOO OP MIT MNNMY SEAMS OR NEMNNNT DAEAO° o08n OR INIPLASNIST MTN ORI°NALLT ASS PMNIOT sous TIflE SWOT 51DSINTIM LT N0T TO MN NE M SSUAL ON NOT TO 00°7 TIN D°NON PRINT OF THE CONTRACT SOOINMITS. PRO,EOT OLOMOUT tM O TT 0 p L . IM RY O.A TAPES, WRAPPINGS. 00ATNSG, UA LAMAS AND OMNI ISMS SHALL M .M A°1 V S /usa AND wASE MINIM POI S AND SUMO NI alIMIFI TO MAW TM WORK • A 111111 °YAM. SAOULA1 00100710115. MARY PON UM SON COMPLETION. to OYAEIO 0ETI0SS PON MOPRMTART MAnRALS MALL M • 57007 AOOGNOMICE VRTN °UNPACTUIN'S INSTRUCTION OLSANN/ SOtu1°M, AUNT". °OLSMNT% WAXES. OR OTHER M*fNAIS MALL M ONLY AS SPOOVM 511 INS IIMIU AOTUMR OP TIN MAMMAL INSTALLED N THE WON% P00 UU CUMIN@ DNTNUCTIONS TO OWES. 1.34 CONTRACTOR SHALL MAINTAIN ON THE JOIST' AN AMCURAR MOORS 000TRYOTOR SAWING MT COMPLETE VR7N INVEST W ATIONO AND 11U01110ATNNN. PON ALL °MOMM AID UNORSRDUND UTOJTM% SEPTIC, STROP °RAN, OR OTIW SSSTSM AND OOSWOENTL CONTRACTOR NULL PROVOS M COMOTS JOD Sr ALL OPERATING AID MAIREMANOR INSTRUCTIONS WAR*MITISS, AND OUARANTMS MISDDIAL WSSK. )011 CONTRACTORS AND SU500NTRACTOR" MALL PMOVOE A GUARANIS%, M MMONSULE PON AND NAG, GOOD ALL M0ECTS OUR TO PAWS OP LAMP 011 MATM00 N M WREN NOUN D M TM OONTNAOT 005 1 TIM POLLOVISS M OOMw1.ATI0N OP M ST*CTUM, M STATUTORY SN® PON LATENT R=OES A NNWPACTISSRS GUMARTM, OR MIRE= •&OW OP SMARM RNOEVM N LON°1O OONTRAOTOM AND NNOONTNACTONS MALL M RESPONSIBLE S NMOIMNT AND/OR NNOS50T COST AND "AMASS CAUMD BY POOR WORI11MNNt. OTI M PALHIMO, OMAKAM, E SLI5ONOL OR 7I• SMPLOVISt MNMONSUIUTES PON A PERIOD 1 SS STIR ROMP ITION N NN M USA& STATUTORY MOO, V1100EVUR N 1011510. EMMMML RINK MAN ECEN*0Y SXRIS TO PRATT WGMMANNM P MATERIALS MALL M MIAOW ST M 0ONTRACTON AT NO 0057 TO TE OWEI. WORK MALL M 00101 AT "ION nE AND N NOON MANDR *0 TO MIN 1 OAYMO 0OR NHMIMATION 05 INCIONVIMMIN TO 01RER'1 OCCUPANCY WITHIN 1 RINK OP O 1PNT101° ton MI.1.0! MINAS RENT IN CONTRACT* AND MMES TO 1TSMS THAT WILL M INSTALLED 51 0710*° A/S/ON AT A LATIN DATE, SIR 000MNATION • 0011NN0 5T TIM OSNTRACTOR, M COST OP W150N WILL M MOLINIS N SD. t01 %O MMS 'UNLESS OTINIMN1 00115 N CONTRACT NNMON S OSNOM1 S.M m� AtMT� » = A% M Tna 0 MOAIN ONOROO rases a TM "MIL NINON SI NSSMLANOUS METALS LW 000s AND INSTALL MD MUM O0APLITS PON AOCUSTO ONUS 71.1 Sal t SOS MON AS 111110•1111, TRAWL OWL P110YNO A ALL MEOSLL LAMOIN 110.1111 RIO 7UPS, A ONDOIL Nf L P 55 METAL ISMS M Y O NNION • OAMaT*Y 5.01 PROVOS NOW LIMES MANES SAM AND TRA05MANI OP ANIOOIATION UDM MARION R WAS PRON1010. 5.M DAMS 00 LOSS MALL ROWDIES TO SWORN W000 011001107/ ASSOCIATION STANDARD PS 10•70 OR APPROVE MUM. AID ALL LIMNER MALL M IMM O RRN PROS GRAM. SAS L STSIOTUTAL MSDE U MALL M MOWS W000 PRODUCTS ASSOCIATION NO. 1. S01°LAt PIN OR SOUAL 0..N L NS WR ▪ LSTINI�ROT OS POCIOUCts ASSOCIATION 5 O�OUGLLAS FM ON B OUM. SASO. IMOSUAN101111 KOOKNS AND MNMNIR MILL M MOSS WOOD PRODUCTS ASSSOM ON STANDARD MASS OOUS.AS FM OR 50UAL • 0N, TEATS, 1.04 MAXIMA MORTIS 00NT1NT IMO) PON ALL LYIUNI MALL M 101E 1.05 ALL LU NIN SHALL SS SOUND, WELL MAIRFAOTUEO. WELL MADOING, COMIM101ALLY MT AND PESO PROM WAA•. DOS ALL PLYWOOD TO CONPOI N U.S. PRODUCT STANDARD M 1•74 � TT 000�KYMI000, 'oO10TRUCTION AND INDUSTRIAL' GRADE • L07 LAYOUT, PILL AND M10T FRAMING PON ROUEN AND MN IDI° WON% INSTALL KOONS% PALM PURSING AND 071•* ROUE AND FI NWID MAYORAL" AS MOKNw10. BMOC PLUM" AND LEVEL INSWING IN TRIM ALIGN UIT AND ROOKY MOUII • PLAIN 10TH SUPPICIENT NMS SPINES. SCREWS AND BOLTS AS NSSNA5T. 5.05 PENS AND INSTALL ALL PURRS° SUPPORTS. 5.05 P INRNS AND INSTALL ALL MOUES ON BLOCKING MOUIREO. 5.10 0111111111 AND STALL ALL 101101 HARDWARE ANCHORS. 501.7E "To. AS MOUSE 005 CARPRNTRT WORK. OIVNION 7 SLANTS 1.01 ALL SEALANTS MALL N 11)00111 CONFORMING 1ITN FEDERAL IPROw10ATKI1° 71a -015401 CLAN A. 7.05 M 0Nn*0T05 MALL "RIFT THAT M SAUNAS 11•10 AM ANROPRIATO PON M INTENTS APPLICATION. LAS ALL 'SALANT" SHALL M INSTALL. WITH PLLM OR 0*0111R ROD IOLOMO DOLL OR LOW SSNIITT CORN 0114. ETNA00AM, TIONIL S0110F0AIM AND TOOLS AS PS MANFAOW TUS 1.04 ALL MALANAT JOINTS SHALL M MEW WNW THAT MT MALL M MITI" TM MIMAINARAMISIUM SRI MOOMDNDS ST M MMFAOTIEM. TAS TE COLOR OP TE SLANTS Ma TO VIEW MILL M MLNT° °Y TM MONIST. NTMA wAM a AMEN ALC ONES T'IRIMOTMN AO MI AOOOO O.00MN nm A MMNNIMMTIL S5° u MIOLnMIOLM AILS OAMLOO SHALL NO 0111110 ON ARROWS LOS ALL MESON 000115 MALL Ma LIVM NMIOWAM. LOT a ON ALL NANSWMS N TO M GAIN ALUMMN. IIMSION LI GLASS AND SLAWS 5.1.1 MAILS 110T MOWN AM "MILAN N ONARAOTM TO SOSO SSTALIO. RREN MOMS MMNNNOIN, MTALO ON MESS NITWIT °KNOT M MMTNIS CONSULT TIN *1101)7507 MOM MOMMS ° wins WOOL L t. ALL METALS AN TO 00011111NATU0 WITH T115 STRUCTURAL FRAMES *111 °TEN SINUS OOM/OINNTS, NIMMONS NIT•11011 /MMES, AND 071•1 MLATM MILD° ITN° N MOIR To PROMS A 001/LST5 E CL05ISS M PIMPS NATIONAL& S7RUOTURAL AND PE•*000N0 15011111111111NTS MALL 001•13 WRN ALL APPLNCAN.N OOSSS AND MOU.ATDNS. 0.1.5 ATTACI.NNT AND MALANT METALS PON TIE SLAM AM MOWN SOINMATCALLY AND MRIT/10E TO 'STASIS PSMOIMANOS AND MATMIAL OUALIT5S DIMNO. IBM MAWNSUL 51.4 0001001AT" LOCATION OP SLAMS. SLANT PONTOON AND 001wATNLITT OP MALANT WITH ADNAOMIT WORK, NIOL105)5 MISS MATMW.S AND ORION CONTINUOUS MALANTS. LTA FROND* PON E USTI S OS°TRUOTNON TOLERAIIN5 PRIM TO SLAM MTALLATOL LAS S TOMMIONT °LAM MALL M Ent/MMREO 5A 577 GLASS IW THAT SHALL OOORIA TO ALL ant AND LOCAL 00000. MOORS" SHALL S 00TEMUM ST CONTRACTING MSINIRND ANALYSIS. NMI. OP MOSS AS IDNOATE ON MAWINN, CAMPU.IY o00MNAn SXAOT Nil MOYNM%, SLAM MUST M PILO OEASIRSO 5T RENO N0 CONTRACTOR BA ALUMINUM N M WIDOWS 1.0.1 S OAPY AS OTH R S'S /DNOATE, M EOUSEMNTS 00O ALUM NI° WIDOW° AND TIE TMNNOLOST AND STANDARDS OP NRPONNAN0. PASMOATION, AND WORKMANSHIP AM THOM MCPED AND MOOME00 • ANN A104.1 AND TM APP MANY SENRAL I500SUIDAT)01N PUBLISHED ST AMU, ANAAM I AND AA. ILLS PROVOS MANUPACTUERS STANDARD PASMCATON AND AOINSGOR•11, EXCMT TO TIM EXTEND MORE Unow1O, MOM STMMNIIT MOIMMMNTS AM IDICATIL MCLUR °SUITS S TOMA PON ASST RELY OP OOMORENT$ AND A10110RAM OP WIDOW INOTS. AND MIMS BASH FOR GLAZING. IA.5 TM 050)050 SRO" FOR WINDOW UNITS AND TIM PROFILE NOUM00NT AM SHOWN ON T10 00AWNOS. Vaal O MEN•OIN • ANTI AM 111010ATRD ALONG WITH 710 WAXM AN AND THE MOWN DIMENSIONS AS MOIR50 TO ACMES "SON MOUSSMINNTS AND COONONATI N SS OTHER WORK SAD TM DETAILS Shows AM BASSO UPON STANDARD 00TALS ST 0115 OR MORE MANUFACTURERS. IT N NTIMOD THAT OMAN METALS BT CRIER M)NIPACTUONI WILL SS AOIN1/TA0LE, MOVES MT COMPLY WITH M SIZE MOIRRM011TS. AND MTN I ISIESA AXIMINI PROM M0UM5MNT0 A5 SHIOWN. L OO 00eLT MTN MANFACTU ERI SPECIFICATIONS AND RECOMMENDATIONS PON M 5)5TALLATIONI OP WIDOW ERTL NARBwAM, OPSIATNXI AILS OTNIN COMPONENTS OP M WORK. *04 NT ERTS PLUM, LEVEL, AND TRUE TO ENE, WITHOUT WARP OR CRACK OF PRAMS OR SAME *110110* MUMMY IN PLANS. S OMAS AU/WNW AND OTEN OOMOONLE METAL SURFACES PROM SSNROES OP CORROSION OR ELSOTROLITIO ACTION AT POINTS OP CONTACTS WITH 07E* MATMALt LOS SET SILL 11111•111W AND °TER IEIISERS IN A ma Of OOMOINN AG SHOWN OR ANN, PLUM OR GASKETS AS MORN TO MOVES EATHD WRnwNT CONSTRICTION. P EON * PI ISIS" 5.01 OSSEO ORTwAW iiiTNNNIraTK Y OTVMw r !Mr. ate ,IMAM M 1 POOPS M� AIA T1M, TOO Lu AMAL AOM • Y... 0 OR SOLD BOND STOTMM N 001•NNIRO AID M PS'STAPS Lu OOL ONA10_M /I1rs OT TNT MrwAIA 5.1? nw Twl. MAN O GA. NNW RNN n 4r OA. MANS OAMM S *5005 NIII, ONS MOATTABMNNT TO MUTTOONNS'S ▪ ST LOOM age AT LIAST • ON ST AMMO imam 5.0 N OTALL 1 W OASIS WMNNLS 4• 0A. AM w1flS 5 OP wAUS. POMTNN °TANI S* PON FIn OMENS NOWMR, LEVEL, AM Sous VON Noon s IMONWI0 MONO OHANIIL. PROMS 1' OYMA110S MTMMII MUM° A10 ANRTNN WALLS AND PISMOIN. AT 01111110. SUM MTMLOOK PIANOS OTSKLAR SING W A110 55011E EACH 510 111111 DOUBLEATRAND M SA. TO at 0.1.5 1MOT METAL PIIREMS CHANNELS AT RIMY ANGLES TO 1 vr CANNON CHANNELS ON MAN NFPONT MOWS NAM PRISM (I' 0.0. AND TMTIM IF OP WALLS. MOVES ? OLEASSON MT*NN PUNNING TO OAMTNO ONANEN *711 OLIN ON SAWILLTIS TO S /PORT@ WITH OOYN.R- (TRAIN W GA TE VIES. E.)IO AT LIGHT TM/PM 05 ANT OPMNN THAT MnaNIFT TIE OARIITRIS OR PUNNING CHANNELS. I°TAU. A001TIONAL GROSS MNw000N° TO MOMS LATMAL STA°LITY OR RLLS° OA OTISM SRAM APPLICATION, OA.1 FRAMINS 0000111* EXAMINE ALL SURFACE TO MONK TMPSSNA BOARD. AND MAKS ONITAM THAT PRAM° N PLUS AND 5..1A. TIM FUMING SURFACE OP ANY PRAWNS GR PURRING SWIM S HALL NOT TAINT IA0115 THAN t/• PION WIN PLAIN OP PACES OF MIMOSIA PRAM° 0* SWIM MMML LAS owns OUT MPS° BOARD ST 5001511 OR ST SAWING. moos PROM 710 PAIN 500. WHIN CUTTING 5T 500111E TIM PAPER PAIN SHALL M CUT WITH A KISS. 10.1.1 A. NEATLY CUT GYPSUM SOARS TO PIT ALL OUTLETS AND SWITCH MOXM% WEM 51051111 BOARD MISTS PROJECTING SNFAINS. MINN AND MATEY CUT. 0..0 APPLICATION' 5.51 APPLY SINOLE•LAMI 51PMM BOARD WITH LONG OWEIN ON PARALLEL TO PRAM° IMM/M5 AND ALL AIUTTNN LIDS OM FRAMING M!M"MS. STA00111 MD JOINT. S.OA SCREW SPACING/ MAIN SOMWO AT INN° OP • 0.C. MOUND TM n11MTM AND 1• 0.0., ON TIM N nl00MIAn IMAM MAIN 50111*11 AS RIOSMD TO MIST 055 RATING RICIUMAINTL ASA OSSUM SOARS OP TM MAMMA PRACTCAMA LO110TN MALL SE UM TO MIIN AMTS. MZI NO JTS. ALL ND JOINTS MALL M NEATLY FLOG AND OTAOGSRED. .1011175 ON OPPONTM SCE OP TINS PARTITIONS SHALL 55 50 AMANDID AS TO 0001111 05 0en_) 'T STUDS. 5.0.4 AT DOOR 005111105. CUT GRINS BOARD 00 THAT NO JOINTS OCCUR WITH /• 00 TM UPI. COMM OP 000* OPEINGS. 5.50 A. METAL TRIM: INSTALL 010UML1. PLUMS AND TU5 IN ACCORD WITH MANIwACTU IIWS INSTRUCTIONS. 5.55 L PIONS METAL coma MAO AT ALL IXTOSIAL A1101.05 5.0.5 C. PROVIDE METAL 5005 71151 AT ALL EX00M0 NM5 OF O70M B OARD PAM AL*O 0.04 PAINT° FNSN110 AND WALL COMM* *4.1 M I TINT N TO PROVIDE A DATI0ACTORI FINISH TO ALL PARTS OP M PRO,SCT. WHETEO 00700 all OR NOT, UNLESS SMOFHOALLT STATE OTEIMISL COVES ALL SURPASS TH0R0YMLT. • MI NINES OP COATS M5MR00 MSS NOT A000111PLNN M NISI. TEN *0PLY ASITONAL DOA? TO INVR SATISFACTORY CONNAM. y**441 Arai i Zaire STNNALa IP 'MI *4.4 NasvnialairruPtat w saNM .MTa OMNI S.4. PAINTS at MIMR ATOIION•IN AfJ. Oi10 M TOE T Pala NAMRPAO AM ' M 5.44 wow ALL AETAL NANAM• WON S IMAL *MIS TO ea ALL sr AID OMAN, Jean AMMO MON, *_ MOIST ANN. SALO • . wS1 OR11ON o* OMAN WON 0 TIKITA ALAS. ::=1111 RANI OAT PUTTY ALL NAL NOLOO, OOI0ITOMMMI 00*5*0. DOUG, ORAORS. En. son Alava 54.• MID ALL W000 5NMA015 51100711 AVID EVEN SWORN APPLIMN PORN 5.4.0 UPON STARTING PRISM WONT, MIAOW MURRAIN A005 755. L SIMINI PINT{ANS AID SAN In10, ON AN11.1 PSOMOT10N 00* 011011 INN, 5.4.10 Nar : ' i. asimaimigfis WOOD DOORS MAL BOTTOM°, TON AND MI5. SAID ALL WOOD PAINS OP COORS SRN PHONON°. N .4.N PANT ALL MMO7811S. ORLYG, MOM PIPING, AMEN 0001 MET% LOUVERS, T MOUInN MANDL OTC., PAN O T TO EATON ADJACENT WORK YOURS OTIMMIN NOTE OR OI50ML 0.4.10 SAND NIMELLM PURIM APPIA TO WOOD OR METAL Sena CIOAS MTN PINE SAND0APM t0 MOWN AN IVO% SMOOTH 54.15 MAKE FINISH WOOS 1111101111 *TN APPROVE 0MNL MOTH P RIM OP NINN, DAM AND o10*071 M sus AILS 01.050110. MAUI CMS OP PAINT *0400015 OT10N MATMMALS OR o010M MAIM AND OMAN IMTNOUT OVN LAPPN" NVNION N MONANOAL ILI WORK MUST OOIIORM TO ALL 0005 AND LAMWRMISLL MOI IENTL ONN10N Ilk 11.107 NOAL 11.1 WORK IXH5T OOIOOIMI TO ALL 000 AND LANKORS/MALL NONEMIM•ITL MSCNANOAL CONTRACTOR SHALL WIRY ALL EXISTING CONDITIONS. S. B14-ocns CHIT OF TUKAILA IHROVED CONSULTANTS APPROVALS ORA FEB 2 5 199k MINN as SIFT TRU LNf1N M it Ira/i RY akal OWNS TIC OP THE • MME; A FR CAROM DMWNOS rat SY ROUIPMINT SHORT CAOUT RAMC! ALL EQUIPMENT MALL HAVE AN C/ROt2'r J _1MTINO APO/ OR 'RACING GREATER THAN THE AVALASLE SHORT FLUORESCENT •ALL A•T& ottassoeNfr mina patina SMALL EE MAPPED nnf sav SAM S BALLAST% LJSTED AND APPROVED. CONDUITS AND RACEWAY& k ALL WOSN MINOR WiI11S MALL UT1.RE CONDUCTOR!& 001000TOM EMU. SE SOO VOLT, COPPER! TYPE IHWN/11141 leaseA/WibeRtaWAIMISAThaVW" PANS. OONRD& A: PlauTTO PANEL SCHEDULE ON CMWN MFOR EXAM BE EIWMOS ETC. E: THAN TNO ACOEPTASLE ACTISNM • ' QN1AL OF 4.111111111011 SRYANT. D TYPE SCHEDULE IN PP/414. • F: AU. aROt2D QI Pne. SCHEDULES SHALL SE COMPLETE MTH IMO INSTALLED SY ELECTRICAL CONTRACTOR. lk ALL SHALL SE DOLT-ON TYPE. Ht PROVIDE NOMA 3R NSTALLATIONL rag= CR US=N FOR WEFT O�CATIONS. OF VVEI111 ROOF TI<!3 MIOTOII C? S` OVEROtn1T PROTECTION ne ?WORSE- POWER' M CEIOOMECTS SHALL SE NSTALLEO ON ALL MOTORS PANELS TO COMPLY WITH CODE ALL WCNC MALL SE GUARANTIED FOR ONE YEAR FROM TIME OF ACCEPTANCE ceit 14 MO ASSOCIATE) REPAHS. BALLASTS SHALL BE ne ELECTRICAL CONTRACTOR SHAU. SE RESPONSIBLE 1lAIiJP 4JANAM'EE. PHASING AND LOAD BALANCING OF THE MASH CIRCUITS TiEOF FELEC PANEL ALL PLATES FOR SWITCHED, RECEPTACLES AND WALL OUTLETS j •MALL SE MITE T1lFMM STIC, NYLON, OR LEXAN NON - -IMI MX TYPE. •4 = - COMPANY COORDNAT101S THE CONTRACTOR SMALL CONTACT THE COMPANY lEIDE CINS SERVICE REQUIREMENTS PITON TO HS SD t•- :`r'-'• ALL PROM MUTES IN mO SSW TWO (2(2 COPIES TOMILLECSTAN '- %1~. PP� MOM TO OF MTE SEIVIOES. 11EN PEW •. 11 • N PMT OF SCOPE OF WORK). •WMTCfeoAR D 000 VOLT FRONT ACCESSIBLE: /k auAu Y ANb MID BPd TM NT FOR SW ITHIOA APO PANEL rim ! A SWITCHBOARD SHALL SE ECtMPED AND A LASE. FOR 'WAKE FOR SERVICE ENTRANCE' WHERE Ilk hETTBRio COMPARTMENT POR UTLITY COMPANY: AND A MAN SWITCH S�W ITH CURRENT APO # wnH TEST MITER OOwORMNO ANY RECIUMBAINTS. TCc PROVIDE SAIC ANCNCRNO N Walk IIIIMMO %INO MIS ! ACCWTAN SAS, MUM IfiWNES?NIEIOUMA, OTE-SYLVANMr Nom MtM1T • ems •W( POP ALL NSW swnoa tieittatita 1111811a110111 Masi WALL LOC (,IrT NrANIMUS WATIII MAIM WI 1 PM St Wk. AT ALL OINK 0�1lIfTW1 L M• sic FLOOR MCEPTACLN TO MICEPTACLU PROVOSD SY OTIERN N SAM AlisLapallE On NO ALIJMss CONDUCTORS SHALL MI ALLOWED! Ca.NE LIGHTING ALL MINIS MOUNTED UONTTIS POCTUIES SMALL E) TIII Mw1Y PROTECTED. VIR_ QR PION OF UMW POMP= SMALL SE warm wrrm I fMP4 LAMP PON ALL RAPO STMT 430MA FLUORESCENT LAMPS. = era FiP i to air dg1,d . floor ti SAW oetltrr! « sh�'".entral.d tea * wt oode with 10A Most it Is. p aMbe to and bY luanial s r W soda N dlaa and =ItIPL Male any code rebAremsnta MS�J.ANEOU: SS00 p44, fit. or is service d0/ be V. or 120/240 V. dNrbtdi.N. �a74 bask aapaaltyl �i11 wf ig to 'Webs Uf" approved coma Stan 3800 s4 ft or more: samba dial be • HOMO V. or 120/240 brother type V. three its /four wire w/1100 for dbbtt . ktr nrrn bresker panel city. AI wiring to be In approved coma minimum Mrs 8/4•. MINERAL SPECIICATION& •No alwilm wf ig aimed, no exceptions. •Provlds S (Waded floor reosptacbs each wind w* 3 010 A 1 010 &I -3/4• C. to Mow for future 220V. sxpsislon Tag and Identify both ends of extra wire. Location per lOto'a *Provide 8-10 dedicated 110 V. 20 anp/.220 V. 30 amp. Hal receptacles *Provide 1-2 dsdoated 220 V. 80 amp. floor outlet (fresh type). •Provide 2-4 dodoatsd 220 V. 30 we floor outlet (flush type). *Provide 4-6 dedoated 110 V. 20 amp. Boor outlets (flush type). *Provide 4-6 110 V. reosptadss I owner suppled oabrst y. *Provide duplex reoapteos. • 0' O.C. Max 4 reoeptaolee per 20 amp. olrou/t *Provide 8-8 duplex receptacles In Wine. Location per owner. *AI flush floor outlets Mel s000nrnodate N EMA 14 -60R, 14 -30R, or 8-208 reosptadse. *AI breaker cra is Mss contain • wound oonduotor. .Al *dotted cro/try Mss have boasted crowds. •N computer & odor copy reoepteoNs Mal have bust In svgs Wrhmold 4frA&OPP -4 power poles ma be hstalsd In leu of fl00r Gullets In dome mes N dreoted by mu N power poise AS be SISsd we min e' of awake flexble oondilt M a loop between pole and gallon box ton albs •Ml insan sae Omura #1R over 100 •10. 178 NS. Oontrod 014 Does (Fonda eln Sure rdgikwK Each onto: ehl *tsSs M sx o= 4sa 2' x Provide 4' wit ny �M shel bei mh 2-10 T aitionr omMl aed1ir Iglenssowns-a-s" brad dere area as HVAO :«Mrdib • edirlEm: &a5a lt• eoftMenN * see M M meant • •ed ttl loll rI.111aI.11 ad M In sera ash AIMS eM OAS me eauida • ete e M N I led as reeked Wheal NESS �eee belle Wan wieudrs • u."r eg telrrM�.Ma tl.eu� «�.. « mars • r:rt� lit ren woW thin 0 IN. bad" • 1 dxeeprolu, • Sr=Iwo snare. for HVAO systems SS °ref A' ?ekratrivirestanisre tsrnpsratun ea psMS from S srs1%en��,,:shwa a C. ��Wiesi Ip ALSO F. b a a «lno� Fie, end sat ti'. • s0 darleat to oonr °1 HHVAC I **m vAtk a • fan. stoat fan greater than 14000v0 STI l I tootai owing wept* of lase that vrt.r then °smolty, MM1 have an eoenamla►. • nklenoe hears eyeln ehsi not be used for • moving Mr 5.0 "11 of sort rewil«ovldedo"Pe wlwlMd automat dowers ed and Moa/d on Meltdown • Gravity 6 O or tli soon s bask operated ampere In el openings to the outside, except combustion e► °swiss MMhMi stet n..ql 11..1 Amos EQUIPMENT VsII. _EGEND Weft Rate weft Netw7 Hun 1iN-Ma *way Mot WS! elver *ate Sam Temp IMrI Mr 1.201 MAMA Saadi MEM M MOO ass ease area , l .eat 5061 node 1. eked L era L2e5 Mar 1-:02 or n 142011 1006 area uses leer 1450* 3 14: eraeta S0 30 An e0 w 1* :n 30 20 b 20/220 i sus Mat 1420111 • Mar my tats 71140.4. fu 5200 Mae 14.205 A0 noes 14 -1011 of Mat 145011 of 30 50 of 30 2 A 205 /at 110 T 1.000 200/240 5.20* • I NV, 15 amp 120 /240 2,200 1-AU 7,000 110 338 1111 7.200 MLitt 25,638 L2011•120V, 15 ISM m 1,600 70,273 11.000 S U% 34.80 / teems 4.200 t70o 4.110 t700 00 -110 1nw/x 06.75 1011.1171 4,575 2,375 77,79 1011.055 000 M/ art Mar 14-5011. 141115 14-300 • Mat 5.20* 50 of 30 • 20 no/240 ao 6,407 3.600 23,040 5,060 5040 101144% 6600 w/o .fl. •600 tar M Mow tale M awn aalr M Man tau M Mtn slat M Mtn tent MMow 5,403 7,000 100Af area 14.3011 r r+•_ 40 SO a M Man 30 110/240 3.400 3,400 2388,0000 1,6» 11..n 10%-aa% 110 -so 1071.111% 700 700 700 12.400 2.400 : 2,400 110 mu M eon 30 110/240 3,750 700 1000 ;400 dent M ton 1721 1821 7100 OA NON 40LQR 100 510 120/240 4.131 700 14,100 2,400 20 20 20 20 111 210 115 IS .1- e% 115 .1- 10% 111 •/- 10% 1,500 1.700 1.700 N-N N-se 14%410% I0-00 10%40% ORAP103 ZOOM 1524 0101 none 5-30* Mar 1430* • Mllr 5400 11 119.6 20 taco 3,535 18 INIKM sr uses so 110/111 orMilitan Ts. 20 110/110 war ew1■1 CONOLLTANT$ APPROVALS SST TILE - snhJ '- - cr , 01. nsinall•ISIOS OONSULTANTS ti REVISIONS APPROVALS DRINKING FOUNTAIN SHEET MS ANCILIZIONL-- oaa OMIT NUMMI% a 0 0 0 0 0 0 0 0 0 • .1 i i 1iomo.�o...L 0 IIIIIIIVAININIIINIVAIKIIVAIVAIMIVAIWAI mu dII(i !I!IIiH!iiI!IH!HHhII!HI! 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NOTES: TWO I NT . at get ItirAtia, isafOrtOr 0075 CITY OF ltONIA A� z . �. i erfrehmA APR 1 2 111 Pwaw t groom Ant `r • . TECTA ASSOCIATES • A1OMMI01IPs • MWM • Pans 1 •. • .. 1.•. • .• CONSULTANTS REVISIONS APPROVALS SHEET TITLE RCP OMIT Me A -2 _!4 - e ST-:. • • l '-l- l- ll -1 -l�l ate► FEB 25 1994 raw► ain� ~WV m v Tea •� M o • NM MM. •••• Ota -•At la WOK ~We • a L • N► o4 USW SAO • •w► SOL 1111J01 ••r •O. M OHO. TO MAIM AIM 1111rita P1 0 • wr 1AL SAD MOO • •me O1Q. • We NM ••l0• LOW HT. WALL HEAD/ JAMB/ SILL ;W5417 1 W AL •na OW S •NI• VOA TIM PST Pe • ,. • _ YK!•-4A- .wa,rtl.l,.. _a •ii C:, .l ' 9. t ..M'* aft . v r .. .1 r.... T. i.r. I :.'I.Y. i #4. rfKvl.'�,f.... 1 .. •Y p #rj. 4.W #.r 'e. i', .. 4.a 'IMS< \- /K -+.M Nk at -�r:, .h.••Yr { + ..... . w f , r t • 1 , try M *p . �l.w. anat. IIatANC• . • . y: YI•.W 0 101 .... M:ZSII .° Carina 131 13 1311111 M •.rte . 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M Ntlr _.ula • • 11 1 1 1 1 • se ant t= M •• 4 1 1 1 1 1 • • ■ M net Oslo r • • • 1 1 1 . 1 • N Ir1• NMI M • • , • A NI . N1 , 1►• • N i - moo ma M • • • A A, to A • M 1MNY� fM • • / 1 • 1 • ' M SINN AIWA SINS A a SAIM• SAWN • r .r • • t• 1 1 A • N • el •81 MA Etrala M• 1 1 1 1 1 • WI • ern SOS • • . 1 . 1 1 1 • !+ •1•MM. r• 4 1. 1 1 1 •' 0V IMUNMT N r• • 1 1 I 1 • •• IM TM MMa 1 1 1 1• • N • qt4xi5 s TV's• I ;Ka • • • OAT 1 as Ss AL sises TIIOI NUNS •S•Mr ale M ••O• ea a AIL am MM was MM •IA • MY OF TIVILA AMMO A O APR POW • IN N111 AI•N•1•411 Mb Sift MIL 111141St p4 T r' • 444,1t# .1Y r R. • 1 tr t Y ,'% •11 ii� ■ ■ 1T • itititaliit2�1� l \ \al 11r M ta LIliti1 ca es . StAika. ..'1 ,r,: .t . • saciaratotwa i14-11111111-1111-11 N-!E IA MI, 111111.A11,11 ti • • a.A. - .......w.. «�. T .1 I il 'a N . • • int ♦,,•4 -4 . tt 4