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Permit 6757 - Southcentert Mall - Natural Wonders - Tenant Improvement
6757 91-339 natural wonders 862 southcenter mall Permit 6757 - Natural Wonders - TYPE OF CONST- II -N UBC EDITION (year) 1988 SETBACKS: N - S - E- W- FIRE PROTECTION: QSprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? BAR /LAND USE CONDITIONS? Yes ©No Q Yes (through Public Works) ED No ZONING: CONDITIONS (other than those noted on or attached to permit/plans) BUILDIN PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. Loi J DATE ISSUED: PROJECT INFORMATION SITE ADDRESS PROJECT NAME/TENANT Natural Wonders ASSESSOR ACCOUNT # 262304- 9023 -03 TYPE OF Li New Building Li Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof O Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: PROPERTY OWNER ADDRESS CONTRACTOR ADDRESS 1485 Bayshore Boulevard, San Francisco, CA WA. ST. CONTRACTOR'S LICENSE # FISHEDI141TT ARCHITECT ADDRESS CODE COMPLIANCE 4 OCC. LOAD 61 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET 2,900 2,900 TOTAL OCC, LOAD 61 61 .. LOOA SQUARE FEET APPROVED FOR ISSUANCE BY: 862 Southcenter Mall Tenant improvement of existing retail space for new tenant. Jacobs Visconsi Jacobs 25425 Center Ridge Road, Cleveland, OH Fisher Develo ment Inc. EXP. DATE 5 -21 -92 PHONE 602- 953 -1982 11801 North Tatum Boulevard Suite 110 Phoenix AZ ZIP 2 Associates in Architecture & Design Ltd. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. CERTIFICATE OF OCCUPANCY NO. void i f the ;v fed or aban irk �s not comme one for a perio of wIt tin 8p day lays fro t. SIGNATURE: PRINT NAME: is perm►t shall become nul and' sua nce, or if the wor s suspen FEES AMOUNT 7.97.00 DESCRIP.710N BUILDING; PERMIT: FEE PLANCHECK'FEE: >: RCPT # DATE BU.ILD.ING!:SURCHARGE TOTAL r..: PLAN CHECK NO.: 91 -339 SUITE # BUILDING OFFICIAL COMPANY: - */* .ci DATE ISSUED: VALUE OF CONSTRUCTION - $ 145,000.00 DATE: PHONE PHONE DATE: y - -- 216 -892 -2300 ZIP 44145 415 -468 -1717 ZIP 94124 the da te'' ast nspec TO: FROM: DATE: SUBJECT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 12061 433-1800 Gary L. VanDusen, Mayor MEMORANDUM V11 i t tee-01 h)a�-ural �,l9�nd�v�. 1/al u.a -Lori Fes - Mg . 00 A(_____ od Plo cheat �C Vaiv hN. --Cg -1-6(.16tn 9fArlap_i a ? -A, -9/ PERMIT NO. CONTACTED ��'Q.l..►r l ,e_ DATE READY DATE NOTIFIED O Q BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING • c 3RD NOTIFICATION BY: (init.) olt BUILDING SERMIT APPLICATION TRACKING PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD TOTAL SQUARE FEET TOTA ............... ............... DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. =PAl TH , BUILDING - b,l - initial review g FIRE O PLANNING A S - - O PUBLIC WORKS O OTHER t 41 1 4/ /4 BUILDING - 2� ,/ final review REVIEW COMPLETED PROJECT NAME SITE ADDRESS Ro INIT: INIT: INIT: INIT: ROV D 1'Jcthrx VJ rS SUITE NO. �lD� 5oUt�'��� 1'tk CONSULTANT: ZONING: REFERENCE FILE NOS.: c a 21/ / / TYPE OF CONSTRUCTION: INIT: — (5e._) .Q ...:. :...:... .:.:..:....:..: :.::..:::,::::,. Date Sent - MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: ME Date Approved - ED FIRE PROTECTION: � �� S•rinklers Detectors • N/A FIRE DEPT. LETTER DA D: 99(z. z /� 6 INSPECTOR: 57/2_ IBAR/LAND USE CONDITIONS? t ct ( UBC EDITION (year): TOTAL OCC LOAD )Yes W- SITE ADDRESS SUITE # ' 4 'j w cc.v WA-LA- (_ - 5LJ VALUE OF CONSTRUCTION - $ , j"voo — L d c70 PROJECT NAME/TENANT /v A L4A -4-t -- uo o ti a 1'x..5 ASSESSOR ACCOUNT # c ) (,,,a 3014 -- ot o o 3- O (commercial) U Demolition (building) 0 Other TYPE OF O New Building U Addition %Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESQR IBE WORK TO BE DONE: -�„ 7 a1 h-, T . , - {�- c. �t o Lv L c:3, C k 1 b i ,.■JC - -Ac. TA 1i_ Sport. r- 0 2 I JOLJ T O O '4 tai 1 BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: r i L ( r r WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: a99 3 5i Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? , (No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 0 . 6 co$ s A V / S co tv51 z 3s c.o . IPHONE 1 G 1 a9 a - a 3 mc, ` ADDRESS .2.595 1 r�13 cc3Nra-a_ Pt g.I) - \ILA `1O ‹DP4 - PHONE 4' ZIP 4,/v.S"' -y1D -1717 a y CONTRACTOR FSNarL SDVEC.c>>MuAii 16iC.. ADDRESS 4' S a ANS � ?3c_y �. 11'_ CIA WA. ST. CONTRACTOR'S LICENSE # f „/.1.at7.i J4 ” yr EXP. DATE - /a i9 a ARCHITECT l_�5c (a t'ii:.5 10 A/.cts 1T"c.T1 - ; .t13'S► .e_r sue% x. , Az . PHONE 6t)4553- /98.D. ADDRESS // ?o) o�r#4 T ,�..v'3 11 u -Pt+ ZIP 6.56.. Q, y CITY OF TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER 3J Division AMOUNT DESCRIPTION BUILDING PERMIT FEE PLAN:CHECK FEE . '::51 BUILDING SURCHARGE. 4 OTHER: RCPT ># DATE 1' >HEREBY:<;;CERTIF:Y I: HAV:E;;READ;`;AND: EXAMINED THIS: AP:P:LiCA:'l'aON<AT; BE:TRUE ANDCORRECT, AND f AM AU TH ©RIZED TtD ApPIY FQR ThiIS;PEFNttT..:! BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED SIGNAT DATE 11 Ai I - PRIN ' NAM PHONE 0.6 T . `� A �� ► rls a 4iSAiG F4 - 171 7 ADDRESS ! SFSS �,�rw2 tom.. ✓L� c�l�b BUILDIN'rr PERMIT APPLICATII. N DATE APPLICATION EXPIRES CITY/ZIP PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431.3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. I a-cis 03/16/91 COMMERCIAL . • . NEW COMMERCIAL BUILDINGS/ADDITIONS ri Completed building permit application (one for each structure) Assessor Account N • Two sets (2) of the following: : Specifications .. .• , •. E Structural calculations stamped by a, Washington sta;e licensed . . Soils report stumped by a Washington State. licensed engineer,: •, • ' • . Topographical survey I 1 ] Energy calculations stamped .ri by a Washington Sta te engineer or stamped Legal description W (irking draWings, stamped by a.Wash Washington licensed , . architect, which include:: . . . , . Plan Architectural drawings .,.,„• • Mechanical drawings • Elevations Civil drawinqs ri Completed utility permit application (one for entire project Six (6) sets of civil drawings . • • 1itY . .. .. .. an ut ility NOTE: . . • • . .. . .tta.. 1.roqu!ra! .„: .. ... •••:, RACK STORAGE:: • • • • • [1 Completed building permit application .AsSeSsorAccount Two (2) sets of plans which include „ . , .... •• •• RESIDENTIAL SU1SMITTAL CHECKLIST • •-•••••::••••.",,••::::••• :: : • • :.:: . . : . •• ....: ..,.. • • . , •• .. ..• • .•.• •• - •• • :: ••. : .... -COMMERCIAL'TENANTIMPR9YEPAENTS• '• ::::: *• • •• :i • •: •" i '''•.......,.............-.. at r Tw o a ip e . constructi o b h is, i , .. po n : 0 :: .. iii: : p ::: 7: r:: t1 . ' .. : 9 . 6 ,c.:.:1....':,;e.',6:.......f.:6::e,96. 10:7,....,..:;:•,..9.,,;:01..•:..,...:,..a,.......:i.::,66;'......,:.....,..l4.i.:::',..: struct ...' ..... '... Site ,P, • ..' , ....•::..:. ( tenint....SP-1-`"'''. :.........'1::.r..i.i.j:.:';:::"...;..'''':::::':::::;''''...:•.:::.'d.:f,OSP , .... .',...,:,,......,. .: , .....,,..,:::.:::•„:-.„,-.: „„, , :•:::.:Exiatin.,:ri ,..:.:„....11:iiiiplidab!f?::.,!.,,,;„:::: :::‘•:',.::::::::,..,'„..:,',R,"...::::;::::',R,:•,.,:;:::::::::::',.:::::,;.., •••'''' . :' Landscape Plqfl.,•!,..:::::.,..•,:::::::::::•:is'',•:::::;::::::•:::::.1:,,,:::::::";.!.:''.:::::::::::::::..::::::::::,..-."-::::::'.':::',:::::::::::::::: •••••:',....:..:•.:.• .... . ' ........................................................ ......... .......................................... 0::::::1116,....,a.:.:....,t1,-::!ri.:•.:::9:•••••ii:•dn:.:::::...".:::,::"'••••-•-• wall) :":"i:""i::':--'iiiiie::::::•:::::' • :.,,Tariiiit:Ic'a t (common building rilboun.:9,.!:...s.46-.6.7::::,°°:..."''':',.,.1.;::1!..',::::::.:"....:;,:.::1",":., ... ';'':•:::::iibUildici•Pln.:::::::::.:::::•::::::::::::••••••,,, :::'i:',';":1•::":::::'''''''''''''''''': ...,';',:',:i:::::•... -:•::.'-„,' ,:.,,•:.i. ....,,,,, .... :;PLI".1.sr:";,.,7.::::79:::',....,'''''•''.':''. ,:::';,;:::.,::::::::::,,•:•::.: ,:,:' ill6d;:::::..;::.,..::.,:::::::,:::::::::::;:.: n . :. eg ress Pr, ::•....nd ..,.....,,-..... ',-',...',::::::••••,,,..,'...,,::::::::":,.:',::',.."..:,',..,".' Fic50i.pno.:;.:,.,.........„... .. ..,•.:::,..1an.,..kiii6: ijie:p:„..,,,:,...,,,,,.,,,........,..:.:.::::::::::::::.:::::.,.:.::.i::::...--i''....:t:::::tit:: 66a COn ;.:::.-,,::.-..;•:t::6':;:;:..,,.:::::1 : i.'-:::.,••::-. .."iiilitjaPe, P• - ...'::...;.iterni N ; :'::.• wails .'..t:66..d9TC?.....-.....,?,::::....1'....i:.:.:.:,,::::...•-; ':....,:...,.'1:;,..,.:::•-■.1.';Eikei,ift:.d: ,/itioirsio;...:3,.•!.....!;r1:,.g..:,.■•/....,7!1 .."7:::...::..:1::.:,::::•.,::....,...:,,,.,:,........;,:l,::.,:l...::!:.:k•:8•4iii'l.:::.-:::".6:::..f.::,:'....,:5:•:::::::,.::::',.:1 ,•ii.••••:...19„..::- : ::-..::::::1::.ih0■41nCi*: all kiii:.,!:::-..,:.:::!:::':.:::::.0':-:i.:Qii'':::::::-.i:',:::::•::: :.:':.':•:::i:::::::''''::::•••• :::::::':?:''' ..... :':'•::::.'''::.: j : ilt606i46 : tena space Tenan .-.•::::-:..:::::::: i6ii:Cii id6i!...:.:•.::,.:: '''..ii'de011is ..i:.:.:::::::-......::::::::::::.::..._._H....., ,i.•:,:ciiisi.ifP;I°?,:..•:., ',..;.::.,:::,..:i..::::•:::::,::::::.:4::::.4...::::::::;...:::::' . ::,: '''''..<1::::::t.,..,..<,i':.:6..,..:;:::::::.s:::::.,........„,,I.:.'.'H.::....-'i..i:i....iiiiii.iiP.O....1,§Y, j ri:c !(.3.iii,...:,...'.:::::.,:::::i:..'":;,::•,:i'.....""''''....11Y.:.::::.: ':.aNOPP./.i.'c'ci:',!.,..1-Tii,:..,an,.:.....a•:..:Y:r7:::::.d.',:,::::alanT.-i::::.....:.::: : ': : : '::: ' ,.. , ::::.:"Ei.„.:92io.„..,tri.,,,,,e.H.e.,r .07;.:::,..,::.i::::.::c.,,i'°:.,.t.:1;::,..,....:‘.1':;,..f,.:•.::,'::::;::::::).;i'..,:::;.;;;:oil.,:;7:::c':::e.,,,:"...,:s.i..‘.:".:UW::,biH.:.;.alidilf:ti:,..h:•:.:si.lin:..P.:;,:,::.:?..:,':,...,......;!:66.„,:,..-.,...::::.:,:,..,... • - ' • ' • • . -:::•:..,..:::,::::'::: -•••-attaahme.97,..; :::::.:•:::•:::,.:,:,..;:„,::;,:::,:•,',..':::::'::::.• :... : • • doh e .(? . : .•!:-.............. „ : .... •••••.:': .. ::.: ..:, . ':,:::::::•.-:- ' .•::•:::::".".:::::::::::;::'•:,:::::::::::::::::::::::::::::::::::'-','-,::::-,::,:;,.• •::::::,,...:•,::::::•,..,,:....,,,,... , COMpleted building . permit :aPPlidatiOn :tonsi,:. for each ::s tructure ,:••••••-•••'::::::::::'::.":"•:''''':'''''''....":''''.:'''''''-:•-''''''''''''::::::::.:::.?:::::;::,::::::::::::::::',::::::::::!;:.::::'::::::::"::::::.::::::'•::::::::".".::::.:'::::::,:'.:,:::::::::' SeSSOr.ACCOUrt NOMber2 Narratii■e'deaCribinti:ezi*Oligf0 ii)a!4r14! ;:,:i , :•. ..; P0.7"0:- ...,: off of the pii r rt; i. tl ::::.:::::::::::::.:.;:i:::.;!:::: .:::,:::;.:::!.'..,::;.:•:::-.:::'::::::,.:...:....:::::::..... ::..:.- . : .., .:.:-: :..:::....., . :.:.: .,......., :..,..::::.:......,,,,...:...:::::::.:::::,...:•:.::,:::-.:. . .:::::::::.....:::'...: . .,:',.... . :::::::::::::::.:::::::::::.:::i::::: . . . ,,...::....... : ..::::::.,:::::::::::::::: . ,:„••••••. . . : . . . . . . . . ................... . ANTENNA/SATELLITE DISHES ....... Entire space where racks will be located . .. Tenant sPacefloarPlan rack storage layout, aisles and NOTE: Include dimensions of racks (height,,:widthandlength) and exit ways on plan Structural calculations stamped by a Washington State licensed engineer. (rack storage Et! and NEW SINGLE-FAMILY DVVELLINGS/ADDITIONS Completed building permit application (one for each structure) ri Legal doicription, :•' ••••.: Assessor Account Number ri Two'sets";(2)of Woiking:draWingS,'Whic6 Site plan - -----fr- (Cu-i plan show cl osest hydrant location Foundation plan Include access to building showing FlpOr. plan wdth and length of access) Building elevation :(all Building cross section Structural framing plans • • • ri.W State Energy Code data [ Completed utility permit application • E . Six (6) sets of site plans showing utilities • NOTE : Building site plan and utility site plan may ea:cartibined::.:,:See.„:::;,:::: • utility permit application and checklist for specific StibMittaf•re4UframeritS::::. Additional topographical and soils in formation may be required if unique site conditions. . • • • ........ . ■•••■••■•••• • • • • : • • • ••:. Completed building permit applicatIon we (2) sets of plans, which Include Details antenna/satellite dish and method of attachment • • Structural calculations stamped by a Washington State licensee engineer may be required RESIDENTIAL REMODELS'. Completed building permit application (one for each structure . . • AsseSSorAcdount TWo(2) Which: includli:• „ .... „. Foundation plan Floor plan • • • Building tions (all views • Building cross section Structural framing plans NOTE If any utility work Is to be done prowde utility permit application and plans must be submitted • . . •,Completed bUllding perrnitapplicatiOri::(Onalat:eaCh',atruCtUre .AssossorlAccou iii Number. ,Narrative jaMosia,d;:an: material beIng installed • . .. • . . ,..• . • . . . 'roe : Irlat Aug ype 0 nspecti n: 1 � . Tess. ( 7 s 1U � mn ► y I:: a e.: ( — 7 1 ( t � Special Instructions: Date Wanted: lu — Z5 — 1 1 air . p, m: Requester: Phone No.: Is 2, 3. 2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit X .... Approved per applicable codes. ❑ Corrections required prior to approval. 0 : $30.00 REQUIRED. Prior to reinspection, fee must be paid ate 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1. 1. I. • 4 StFet :1TI.41&;:i;:,e... :li ,V.:'..t...".aa.T.&11 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: `' f • , SITE ADDRESS: TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: INSPECTION RESULTS /COMMENTS: INSPECTOR: to • &% it flu !. AwA . r. 41re'.' * PERMIT NO. REQUESTER: PHONE NO.: 1 • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 0' G DATE CALLED: S -' DATE WANTED: DATE: Jo— R -91 PROJECT: A ' A L III ,r, 0 , PERMIT NO. ( SITE ADDRESS: g (pp9-- ow. ee.Ace7.4 into DATE CALLED: jI) - /7 DATE WANTED: r -- - - q J 1 TYPE OF INSPECTION: , l �.. SPECIAL INSTRUCTIONS: , REQUESTER: .�1�I� , M PHONE NO.: tgp -- j ( ,,( Ai r j INSPECTION RESULTS /COMMENTS: L ,.,/ I' /Gs . - Furor, /.4 INSPECTOR: Ar , ,/...4e-dr13 -t DATE: P9.-44—Q/ �h :j: ..i vt,i .N, ..5 lw r CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: / a mow( ' PERMIT NO. SITE ADDRESS: g Alb lig u.',l / 'M DATE CALLED: 0 " Pi TYPE OF INSPECTION: / _-_ DATE WANTED: /U' ? - 9 1 ; SPECIAL INSTRUCTIONS: REQUESTER: 1/I( I/14 y PHONE NO.: / / ' -3( INSPECTION RESULTS /COMMENTS: o (rt � . l �� c y, j 1►IQOthTL1O. or n ATP. / 6 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: j L,g,Li,i f I 'AA. JA , PERMIT NO. Q01 ' > > / F •- SITE ADDRESS: � �v ..I y �7� � � DATE CALLED: TYPE OF INSPECTION: ' 1 DATE WANTED: ► 'r1 1 .m. SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: `a V'4 V &v (p -- -* 0 (p C, INSPECTION RESULTS /COMMENTS: r c,.0. -' t_ a- (4-_s... r �n�3t tt� INSPECTOR: ? •; h ': CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 C. 3. "q tr n.114> .. r, r.`.e:,� .:�.. <,• t�;r.f.."r ':Y,K1,'....f.''.I..t;.+ .. S tit' "I.fl :i.�`et•T a ' , t '� . �. +:. .t4. .}_, sv..,., }.•.. ..c.r;c... v., ,x n. ,ar�A� �: �'x`:'�bn rY .w'L. INSPECTION RECORD 6300 Bout/venter Boulevard - #100 Tukwila Washington 98188 DATE: 1. /7 -Ct t PROJECT: A � � 1 .4 iii at ir,j PERMIT NO. (P 7 SITE ADDRESS: j / � 1 WL . I DATE CALLED: �- .- / TYPE OF INSPECTION: 1 ,/,tZ DATE WANTED: --4 -q1 gym' SPECIAL INSTRUCTIONS: -- 0 REQUESTER: ! s t Put/ &/t PHONE NO.: cp. (o _ ? /Gj INSPECTION RESULTS /COMMENTS: INSPECTOR: r' � DATE: " 11 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 �' L'%: s' i, tt' w" tx7' S' iFl ::?S;,'SP✓.� +'+x::xm��n�s�ua+.a uvuML�3thkv^ d" ibYfA: �;. �'. ,Y.xbi�'�;Yi'i..'.'.;�4:':G:"iv �:��L'�`:.)'.�.�i;��1"i .�"ot�� ". ��1;� 9,j P ,11 t 1tw': 6 31 1 :: . • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Project Name Address Sprinklers: V Fire. Alarm: A Hood & Duct: Halon: ,/ Monitor: lY, Pre- Fire: Permits: City of Tukwila ( fi FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 t ;y'i�L��v :� TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r 7 4, Retain current inspection schedule d Needs shift inspection : Approved without correction notice Approved with correction notice issued *4 ,7 :- 'f6}ty r ,7,1 a.pr! }rynliT,Zr Suite 5i Authorized Signatu Date Gary L. VanDusen, Mayor Control No. Permit No. FINAL,APP.FRM T.F.D. "Form F.P. 85' DATE PROJECT NAME 7/49r///eiV, be/DA/ ADDRESS CONTACT PERSON 7 RA/ .11 c/n//9/- PHONE ARCHITECT OR ENGINEER ASSD con / fre el/ V- Pe S ;6 "/ 72). PERMIT NUMBER 6 7 7 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: crod 0. s r, JO 40 C: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * Vjailmt \toJDi ic Zessliamenexl SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: • &I (D 5totp5 S 0 RECEIVED CITY (IP TI IKWILA SEP 0 6 1991 PERMIT CENTER - >Y0 V ‘SIO\\I "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 • 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 t 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431-3670 X 11 Welding Special Insp. 431 - 3670 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 862 Southcenter Mall I CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIIf3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: DATE ISSUED: PROJECT: BUILDING (CIF) PERMIT NO. 7 Natural Wonders CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - if structural stab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 014,90 CITY OF TUKWILA 6200 SOUTIICE'NTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -339: Natural Wonders 862 Southcenter Mall PHONE # (206) 433.1800 Gary L. VanDasen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME ,PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ul . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be , posted at _the. job ...,site .. prior to the .,...start .._of._. any construction. 6. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). Natural. Wonders Page 2 10. Validity. of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, • or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid.. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 8 insulation 431 -3670 x 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL insp: 575-4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 BUILD1 PERMIT INSPECTION RECORD "646iikopk61* (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 862 Southcenter Mall SUITE NO.: BUILDING (o1 PERMIT N0. s ' DATE ISSUED: PROJECT: Natural Wonders CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS 9 -5- PECTOR COMMENT SECTION ON REVERSE) All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4, SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09/11190 PLAN REVIEW OMMENTS . 1 Plan Check NOR " 33 Project : `W . 1-U 4 1 '�,;; f2,S X No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. )k / " Piumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). K All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. . Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. `V. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special Inspected per U.B.C. Section 306 • (a) 7. REQUIRED INSPECTIONS Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of • any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. . A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab/Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney V 7. Framing 8. insulation y 9. Suspended Ceiling 10. Wall Board Fastening X 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final V 17. Building Final PLAN REVIEW OMMENTS . 1 Plan Check NOR " 33 Project : `W . 1-U 4 1 '�,;; f2,S X No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. )k / " Piumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). K All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. . Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. `V. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special Inspected per U.B.C. Section 306 • (a) 7. REQUIRED INSPECTIONS Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of • any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. . A Certificate of Occupancy will be required for this permit. City tf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -339 (512) Re: Natural Wonders - 862 Southcenter Mall Dear Sir: Gary L. VanDusen, Mayor August 22, 1991 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, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without C ity ® f Tukwila *ILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC NNILA City bf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 10.301) Gary L. VanDusen, Mayor Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. All required occupancy separations, area separation walls, and draft-stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire- resistive or shall be treated to be fire- resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) 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. CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: EXITING REQUIREMENTS TYPE OF CONSTRUCTION OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 - 10, W.A.C. NOTES PREPARED BY: PLAN REVIEW kTu RI; L W ON pERS SC-Q, SO Lrri_tCE MALL. — rra A LOAD = C� I vsC)Qu►tada.7") DETAILED REQUIREMENTS OCCUPANCY O cc- UPANC, ` LOM? PLAN CHECK NUMBER W Co I'z erc. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE: 81/26/4/ VICINITY I LOCATION SP1 SPECIFICATIONS SP2 SPECIFICATIONS D1 DEMOLITION PLAN Al DIMENSION FLOOR PLAN A2 FIXTURE FLOOR PLAN REFLECTED CEILING PLAN A5 WALL SECTIONS A6 INTERIOR ELEVATIONS A7 DETAILS A8 DETAILS Fl FIXTURE DETAILS F2 FIXTURE DETAILS F3 FIXTURE DETAILS F4 ' FIXTURE DETAILS M1 MECHANICAL PLAN P1 PLUMBING PLAN El POWER FLOOR PLAN E2 LIGHTING FLOOR PLAN E3 DIAGRAMS, PANEL SCHEDULES, NOTES SHEET INDEX COVER SHEET / PROJECT DATA / MAPS / INDEX ENLARGED STOREFRONT PLAN / STOREFRONT ELEVATION PERMIT CENTIER REVISIONS DRAWN PROJECT NO BINDING ORDER lUIL ING QRrISlON RE,GIt'TERED Alm r 4 VICINITY MAP SOUTHCENTER MALL LEVEL ONE TUKWILA TUKWILA, WASHINGTON PROJECT NAME: PROJECT DESCRIPTION: PROJECT LOCATION: TENANT: • LANDLORD:• TENANT'S ARCHITECT: GOVERNING CODES: OCCUPANCY: CONSTRUCTION TYPE: • OCCUPANCY LOAD: • EXIT HARDWARE: • TENANT'S GENERAL CONTRACTOR: ELECTRICAL & MECHANICAL ENGINEER: • GROSS AREA OF LEASED PREMISES. EXIT LIGHTS & EMERGENCY LIGHTING ROOF PENETRATIONS: • FIELD CONDITIONS: CONDUCT OF CONSTRUCTION: • SOUTHCENTER MALL SPACE NO. E -540 TUKWILA, WASHINGTON PROJECT DATA EXCEPTION: NATURAL WONDERS • NATURE /SCIENCE GIFT SALES - RETAIL SOUTHCENTER MALL SPACE NO. E -5 TUKWILA, WASHINGTON • NATURAL WONDERS 30031 AHERN STREET UNION CITY, CALIFORNIA 94587 ALLEN SANDISH (415) 429 -9900 FAX: (415) 429• -8428 JACOBS, VISCONSI, JACOBS CO. 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145 -4122 (216) 892 -2300 FAX: (216) 892 -2308 TENANT COORDINATOR: DAVID FAGERHAUG • ASSOCIATES iN ARCHITECTURE & DESIGN LTD. 11801 N. TATUM BLVD., SUITE 110 PHOENIX, ARIZONA 85028 PHONE: (602) 953 -1982 FAX: (602) 953 -3971 FISHER DEVELOPMENT CONTRACT DIVISION 1485 BAYSHORE BLVD. SAN FRANCISCO, CA 94124 TOMASO LATIN; TELEPHONE (415) 468 -1717 FAX: (415) 468-6241 • LUTZ ENGINEERING CO. (ELECTRICAL) 520 E. SOUTHERN AVE TEMPE, ARIZONA 85282 ROBERT LUTZ, RE.. (602) 966 -1484 FAX: (602) 966 -1491 • f - 'Z AIL • T YPE II-N , FUI1.`1' SPRINKLEReD 3,074 S.F. TOTAL: 2,993 S.F. = 07 • PROVIDE AS SHOWN ON THESE PLANS ROBINET & ASSOCIATES (MECHANICAL) 2643 E. ADAMS ST. PHOENIX, ARIZONA 85034 ALL WORK SHALL CONFORM TO ALL. APPLICABLE PROVISIONS OF THE 1988 U.B.C., CURRENT EDITIONS OF THE ELECTRICAL PLUMBING AND MECHANICAL CODES, & OTHER APPLICABLE LOCAL CODES & ORDINANCES ADOPTED BY THE CITY OF TUKWILA, WASHINGTON. • PUBLIC: 1,876 S,F, - 30 s 62.53 STORAGE /PREP: 1,117 S.F. ; 300 = 4 (602) 273 -0123 ALL EXITS SHALL BE OPERABLE FROM INTERIOR OF TENANT SPACE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. NO MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS OR SURFACE BOLTS SHALL BE USED. MAIN ENTRANCE /EXIT DOOR LOCK MAY BE KEY OPERATED FROM THE INTERIOR PROVIDED A SIGN WITH 1" LETTERS BE MOUNTED ON OR ADJACENT TO DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ". • ALL ROOF PENETRATIONS AND FLASHING WORK REQUIRED BY TENANT WILL BE PERFORMED BY THE LANDLORD'S ROOFING CONTRACTOR AT TENANTS EXPENSE, IN ACCORDANCE WITH LANDLORD'S APPROVED DETAILS. G.C. TO COORDINATE W/ LANDLORD & OWNER. • THE TENANTS CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS OF EXISTING WORK SHOWN ON THE PLANS AND REPORT ALL DISCREPANCIES TO THE ARCHITECT AND OWNER. • THE TENANT'S CONTRACTOR SHALL CONFORM TO ALL LANDLORD REGULATIONS REGARDING CON- STRUCTION PROCEDURES, INSURANCE, COORDINATION. ETC., AS OUTLINED IN THE DOCUMENT TENANT INFORMATION AND CRITERIA" WHICH THE TENANT'S CONTRACTOR SHALL OBTAIN AND FAMILIARIZE HIMSELF WITH. A3 A4 0 16 TH6 INCH 1 2 ' 3 y3 f ti ;14.:-•-f;: 11111 11I1 I 1111111111I111 1 111111:1:1�1� 1111111111111Ii II 1 1111 11111111111111111 111 1111 1i 1111 11111 4 5 6 7 I 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. I 1I I' II�IIIIIIIII�IIIIIII - IIIIIIIlII` . II�II,IIIIII 9 10 11 MADE IN 6tRMANY 12 OE I. 9 4 7Z CZ ZZ tZ OE 6 9Z G e i Z. I Z t 8t L1 51 VI IL ww 0 Zt II 01, 6 B L 9 S ti E: Z t Iz e L 1 i I I i{ ,I I I I I I I i IHIIIIII II 111111111111111 IUL1111 11111111;1111111111 IIIIIII,I IIi11111 111111111 1111 1111111111 111111111 111111111 111111111 III11111111111111! IIi1111111I1111111 111111111 iIII11111jI1111111I illllllll 1111 illiiilllilliliilllllllllllllllllll 11111111 1 Ili II I . . ! ,G' ✓ ?:: �. 1 _ 0 036. Pg o \ pc‘ e ..‘stog'c ) ",,tv . ' �. FILE C Check approvals are unc}erst e r errors that���� nr� ssiniS and Ap proval of j subject t er �, ��� the violation of any �1an, does not �•, . Con - ;1 u ,,,.,nce. Receipt of I adopted code of �. .,,,tc?doP.d. tract ,f approval rove ,,l ns aGk e . tractor's copy o � , 1\10 E;4 *New rGtwrit s thispec,4tovN cor- 4441.Wtvn R'�sae�a. q I It IA( s s w F i$ 5 .`d ., 0 10 U) ILI I 6 0 Z '� 0 Lu Eu 0 0 o. 05 GO '— ~ --~' `.~`°,�`~.-°^ ` ^ .' si• '^ ^ °N � � ~~~ ` ..` '~ .'- �A�T �� muu uu� '^ --`/-^.`^''- . ~^� 1. THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING MALL SPACE, PER' SQUARE . ' CONSTRUC- TING /mvu*Rw FINISHES, DETAILS & SPECGn.- CATIONS. SECURE AND PAY FOR GOVERNMENT FEES, LICENSES, AND PERMITS. 2. CONTRACTORS SHALL VISIT THE PREMISES WHILE BIDDING AND SHALL FAMILIARIZE THEM- SELVES WITH EXISTING CONDITIONS AND THE REQUIREMENTS OF THE PROJECT PRIOR TO DEVELOPING THEIR BID. - MATERIAL QUAR VIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS. DO NOT RELY ON SCALING PLANS FOR ACCURA.TE DIMENSIONING. O+ PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE FOOTAGES. NOT IF THE OWNER OF COMPLIANCE OR DISCREPANCIES, COMPARING '''-~^ DISCREPANCIES TO TF1E. NUMBERS ON THE TITLE SHEET. 4. CONTRACTORS SHALL TAKE CARE TO PROTECT - ' DURING THE CONSTRUCTION PROCESS, AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. 5. ALL RUBISH AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY DISPOSED OF EACH DAY. NO RUBISH SHALL BE LEFT IN THE PREMISES AFTER WORK IS COMPLETED EACH DAY. 6. ALL DRAWINGS HERIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR EIR RESPECTIVE EQV|RtMENTS AND COORDINATING 'THEIR HIDDEN OR EX- POSED WORK WITH OTHER RELATED TRADES. 7. CIENT' AND ORDERLY INSTALLATION. PROvIDE ACCOMODATION FOR ITEMS INSTALLED AT A LATER DATE. VERIFY, THAT CHARACTERISTICS OF ELEMENTS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF VARIOUS SECTIONS WHICH HAVE INTERDE- PENDANT R SUCH EQUIPMENT. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL D ELECTRICAL WORK SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, ' A � V�IMPLIED DIAGRAMATICALLY ON DRAWINGS. 8. UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUiPMENT. TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PERMITS. UTIUTIES SHALL BE PROVIDED BY OWNER. ' GENERAL CONTRACTOR DANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT, VERIFY AND COOR- DINATE WITH THE TENANTS PROJECT MANAGER, ANY ADDITIONAL REQUIREMENTS. 101' COORDINATE ALL REQUIRED TEMPORARY FACILITIES ES IMMEDIAT- ELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE IN CONVENIENCE OF ALL THOSE EN- GAGED IN THE PROJECT WORK. 11. COORDINATE & SCHED WITH THE BUILDING MANAGER REVIEWING - `- SCHEDULED ACT|VITTFS AT OUTSET OF CONSTRUCTION: 12. OVER TO THE OWNER AND LEFT AT THE JOBSITE UPON COMPLETION OF WORK. LADDER SHALL BE OSHA APPROVED. 13. ANCES SHALL APPLY TO ALL WORK: a. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR ANGLES INDICATED. b. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10'-0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE. c. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTEN TED, d. WALL AND SOFFIT INTERSECTIONS SHALL BE 90 THE EXACT ANGLE INDICATED OR e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER .^^~~.`.. SHALL BE TIGHT, STRAIGHT, EVEN ° SMOOTH. ALL WITHOUT STICKING OR BINDING AND WITHOUT EXCESSIVE 'KAY OR LOOSENESS. f. 9. 14. NE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN FROM THE SAME MATERIAL, LOT OR RUN USE]) TO CONSTRUCT AND FINISH THE PROJECT: a. SIX SQUARE YARbS OF CARPET. IN ONE PIECE, (6'x9' MIN.) b. TWO FULL LENGTH STRIPS OF RUBBER BASE, EACH MEASURING FORTY-EIGHT INCHES. c. ONE FULL QUART CAN OF EACH PAINT IN A CLEAN, TIGHTLY CLOSED, LABELED PAINT CONTAINER, ONE QUART OF EACH ZOLOTONE & ONE QUART OF ZOLOTONE PRIMER. d. SIX CERAMIC FLOOR TILES FREE FROIA KNICKS, SCRATCHES OR CRACKS. e. SEALED BAG OF TILE GROUT.. f. SIX FULL SIZE PIECES OF MAMIE TILE oF uaD). MATERIALS SHALL BE LEFT IN ONE LOCARCN UPON °MINER'S REPRESENTATIVE'S DIRECTION AND APPROVAL. 15. THE OWNER OR THE OWNER'S SUSCONTRACTORS ViY OCCUPY PORTIOMS OF THE PROJECT ` DURING THE FINAL STAGE OF CONSTIRXTriek. COORGINATE AND COOPERATE WITH NE OWNER TO MINIMIZE CONFLICT AND FACILITATE TINE ¢W88R'SOPERATION. 16 ALL DIMENSIONS AND FINISHES sou.. sE "‘ERFIEID AND COORDINATED WIN EXISTING CON- DMONS PRIOR TO CONSTRUCTION, FABPSCATION„ OR PURCHASING. IN CASE OF CONFLICT BE- TWEEN THE PROJECT REQUIREMENTS AND/OR EXiSTING CONDITIONS, THE ONE HAVING THE MOST ,STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED BY THE OWNER. 17. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO 'INSURE THE HIGHEST QUALITY FINISHED PRODUCT - EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKIL- LED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. 18. COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT & FIXTURES INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT. 19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER TRADES, INSTALLERS AND SUBCONTRACTORS. 20. WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE OWNER'S COST. IF THE REQUESTED TEST SHOV6 NON-CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DE- FICIENCY AT NO ADDITIONAL COSTS TO THE OWNER AND REIMBURSE ALL THE COSTS OF THE ,TESTING TO THE OWNER, UNLESS THE CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES. 21. PROVIDE SECURITY 'OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY OWNER. 22. MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT. 23. DO.NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT ITIAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL, AND STYLE FOR THE SAME USE NROUGHOUT THE PRO- JECT OR THEY SHALL BE REJECTED. 4. WHEN THE PROJECT REQUIREMENTS REQUIRE THAI THE INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE MOST CURRENT WRITTEN' MANUFACTURER'S INSTRUCTIONS. u5^ IN ACCORDANCE WITH CT TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS, AT NO COST TO THE OWNER. 26. NOTIFY THEE OWNER WHEN THE _WORK IS SUBSTANTIALLY COMPLETE AND READY FOR FOR IN-- ' -SPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUAR- W AN O TE RK E . S FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OE THE 27 PROVIDE FINAL CLEAN-UP AND DAMGE REPAIR AT THE PROJECT CONCLUSION. LEAVE THE PREMISES INCLUDE AND NOT BE LIMITED m. POWER VACUUMING THE ENTIRE SPACE. b^ HAND OUSTING MIRRORS UNDER THIS CONTRACT OR EXISTING WALLS, CEILINGS, FIXTURES, ETC. C . REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF THE PROJECT. '^ ~~���=. .` '� � ����V N�m�� �� N�m�m 0T �K.~~- N�.-�� �� �� �� ��n�@� �� =w��w `~=�- �~ ~~ �� ��m�~ mm �� S ` ��������� EMOLMON/BUILDING ALTERATIONS THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF MARIUS ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL DE- TERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PRO- VIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMO! 1110N OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING THE WORK. � AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE COFISTRUCTION, AND FIT NEW TO EXISTING CONSTRUCTION TO MATCH E:XISTING WORK. MAKE JOINTS OF NEW AND EXISTING PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANT'S CO- WHERE EXISTING DRYWALL IS TO BE REUSED, CONTRACTOR SHALL PATCH, REPAIR, AND FLOAT WALL AS REQUIRED TO PROVIDE A SMOOTH, LEVEL, AND PLUMB WALL. 3. SAW-CUT CONCRETE WITH DIAMOND SAW; JACKHAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LOCATED, STRAIGHT LINES, AND BREAK OUT SECTIONS. FLOOR MAY BE CORE DRILLED WHERE APPROP- IATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. . DOORS & FRAMES: IF DOORS AMD FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID DAMAGE. REMOVE HARDWARE, CLEAN, REFURBISH, AND STORE FOR REINSTALLATION WHERE INDICATED. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. 8. VENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH MALL GUIDELINES AND STIPULATIONS. 9. PERFORM DEMOLITION IN CE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 10. EXTENT OF DEMOLITION SHALL BE ONLY AS REQUIRED FOR COMPLETE INSTALLATION OF THE WORK INDICATED OR IMPLIED. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER. IF ADDITIONAL COSTS ARE WARRANTED, SUBMIT CAUSE AND AMOUNT FOR APPROVAL PRIOR TO BEGINNING THE ADDITIONAL WORK. 11. LEAVE CLEAN" AS WELL AS ANY CORRIDORS, LOADING AREAS, ETC. DIRTIED AS A RESULT OF THIS WORK. 12. REMOVE ROOFTOP AND DISCONNECTED ELECTRICAL EQUIPMENT WHERE REQUIRED AND AS DIRECTED BY LANDLORD'S PROJECT SUPERINTENDENT. DIVISION 3 - CONCRETE REPAIR & 1 WORK IN D p DEMOLISHED SLAB AN CERAMIC IF ANY; FILLING AND LEVELING JOINTS AND CRACKS; AND FILLING ABANDONED ELECTRICAL BOXES AND ANY HOLES GREATER THAN 1/2^. 2. USE RAECO-LITH "R-25" AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL. MIX SHALL BE TWO PARTS - MORTAR MIX AND LATEX BINDER. MIX AND INSTALL PER MANU- FACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. 2. STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL. FREE FROM SCALE AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE. 3. 'TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED. 4. WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS. 5. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606. . ` 8' CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321. 7. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM 8221. REVEALS TO BE BLACK ANODIZED FINISH. 8. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE, PROVIDE AND PLACE BRACING AND SHORING BY G.C. ENLISTED STRUCTURAL ENGINEER. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT DAMAGE OR INJURY. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT-OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COURDINATE REQUIRED MODIFICATION WITH LANDLORD. ^ CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. STORE IN A RE LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IM- MEDIATELY FROM NE SITE. 13. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNT- ERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. NO- TIFY THE APPROPRIATE AUTHORITIES AND THE OWNER IMMEDIATELY UPON DISCOVERY OF ANY ASBESTOS OR ASBESTOS BASED MATERIALS. UPON DISCOVERY, STOP WORK IMMEDIATELY UNTIL APPROPRIATE ACTION CAN BE DETERMINED. 3. FLOORS SHALL BE LEVEL AND FREE OF BUMPS AND DIVOTS AND WITH A MAXIMUM SURFACE VARIATION OF 1/8" IN 10 FEET. DIVISION 4 - NOT USED DIVISION 5 - METAL FABRICATIONS 1 . PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FA8R|CAllON5, FASTEN- iNGS, AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPEC- IFIED. 9. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH REQUIREMENTS OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS. FOR MEMBERS FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNEC- TION THERETO, USE FASTENERS CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND NON-FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. 10. MISCELLANEOUS MATERIALS: PROViDE ALL INCIDENTAL ACCESORY MATERIALS, TDOLS, METHODS, AND EQU|PM[NTRE0W|RED FOR FABRICATION AND INSTALLATION OF MISCELLAN- EOUS METAL ITEMS AS INDICATED ON DRAWINGS. 11. VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION; FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERS|NK, TAP, AND OTHERWISE PREPARE ITEMS FOR CONNECTION WITH WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES; ROUGH J0|NTSUR- FAC[S NOT RM[TTEU. AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED OR APPROVED; WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. 12. ALL FERROUS S TOUCH-UP OR REPAIR DAMAGED AREAS PRIOR TO .S'..O. WITH SAME MATERIAL. 13. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CHRO- MATE PRIMER. ' 14. PROVIDE AU STEEL BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE . INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL-MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHER[, AS REQUIRED. 15. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES, AND BARS; WELD JOINTS WHERE PRACTICAL; PROVIDE BOLTS AND � OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGES, CLIP ANGLES, 5LE[VE8, ANCHOR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FAST- ENERS APPROPRIATE TO THE INSTALLATION. 1. • ..,=. '°'^-`��`� ` DIVISION 8 & PLASTICS PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MC'S7URE CONTENT NOT MORE THAN 19%. PROVIDE ALL• NECESSARY ROUGH' HARDWARE IN SIZES IN QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED. BY ARCHI7ECT. CASING NAILS HEAD SCREWS FOR ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS, OR FINISH WALL PANELS SHALL BE SLOTWALL PANEL, 4'x8', CROSS GROOVE PANELS WITH GROOVES ON SIX INCH CENTERS OR AS INDICATED. MOLDINGS SHALL BE FOR USE WITH SLOTWALL AS INDICATED. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND 1" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. SLOTWALL INSTALLATION: SCREW PANELS TO EACH STUD 12" ON CENTER VERTICALLY, USING FLAT HEAD METAL SCREW, COUNTERSUNK. ATTACH AT GROOVES ONLY. USE PANEL ADHESIVE ON PANEL BACK AROUND ENTIRE PERIMETER AND WITH CONTINUOUS BEADS OF ADHESIVE AT STUD LOCATION. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. USE ADHESIVES RECOMMENDED BY FOR THE PARTICULAR APPLICATION; INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION IN- STRUCTIONS. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. RE- PLACE DAMAGED SURFACES. 10. REMOVE EXCESS ESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING PROCEDURES. 11. !INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWINQCON- SID[RAT|ONS AND REQUIREMENTS: a. INSTALL ALL MATERIAL WITH TIGHT JOINTS. b' MITER CASINGS AND MOLDINGS. C. ALL RUNNING TRIM ONE (1) PIECE UP TO 1O'-O MATCH GRAIN AND COLOR PIECE- TO PIECE. ' d. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT SHOW. e. SET FASTENERS FOR PUTTYING. f. WHERE SCREW ATTACHMENT R[|RED, SPACE SCREWS AT EQUAL INTERVALS; SINK AND PUTTY IN FINISH WOOD SURFACES. g. ALL MEMBERS AND LINES LEVEL AND PLUMB. h. SELECT AND CUT MA R|AL TO EXCLUDE DAMAQED, MARKEO, OR DEFECTIVE AREAS. 1. FINIS EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. J. EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS. k. INSTALL FIRE RATED nOORS(N ACCORDANCE WITH REQUIREMENTS OFNAl1ONALF|RE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS. DIVISION 7 - SEALANTS AND CAULKING PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS TTS-1543 OR FS TT-S-230 TYPE "II", CLASS "A". PROMDE ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MIN.- IMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. PROVIDE "ETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH MAN- UFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. DIVISION 8 - WOOD & HOLLOW METAL DOORS & FRAMES PROVIDE "TIMELY" KNOCKDOWN DOOR FRAMES AT ALL DOORS, FREE FROM SCALE AND PIT- TING 2. PROVIDE HOLLOW METAL DOOR CONSTRUCTED WITH THE FOLLOWING MATERIALS: - MINIMUM 18 GA. FOR FACE SHEETS OF INTERIOR DOORS - 16 GA. FOR EDGE CHANNELS. - MINIMUM 22 GA. FOR FACE STIFFENERS. - MINIMUM 16 GA. FOR INTERIOR FRAMES. 3. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES; THICK- NESSES . FACE STIFF[NER8, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR THE USE INTENDED. PROVIDE WELDED UNITS WITH INTEGRAL TRIM; SIZES AND SHAPES AS INDICATED ON DRAW- INGS: FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEEECTS. HARDWARE REINFORCEMENT AND ANCHORS . BE AS RE- QURED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQU(R[ WENT5FOR THE SPECIFIED HARDWARE AND INTENDED USE. . AFTER FABRICATION, DnES, FILL AND SAND EXPOSED 5URF4CES, BODY ALL SCREWS, HOLES AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING. • INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB, LEVEL AND TRUE. ALIGN WITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL FASTENINGS; ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS. BRACE FRAMES TO RETAIN POSITION AND CON11NUOUSLY CHECK ALIGNMENT DURING CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NE- CESSARY USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE IN- DICATED ON DRAWINGS. • INSTALL WOOD DOOR3, FRAMES, AND TRIM. Si3E8 AND THICKNESS AS SCHEDULED ON THE DR/ WINGS. 10. PREPARE DOORS FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFAC- TURER AND CONFIRM TYPE LOCATiON, AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR PRIOR TO CUTTING. 11. HANG DOORS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITH 1/8" CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED FOR CARPETING AND MAKE NO JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH CLEARANCE AT MEETING EDGES. DEMONSTRATE THAT DOORS OPEN FREELY WITHOUT BINDING, AND WHEN CLOSED, 'WILL LATCH PROPERLY. ` 12. ACCESS DOORS (PROVIDED BY GENERAL CONTRACTOR): ACCESS ORS BY MILCOR OR EQUAL. USE STYLE DV' AT WALLS AND CEILINGS, AS 'REQUIRED FOR SIZE AS INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL BEAD FOR FRAME CONCEALMENT. PANEL SHALL BE 14GA. STEEL WITH SPRINT TYPE CONCEALED HINGES OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAN. PRIME COAT SHALL BE FACTORY APPLIED. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING DOOR MANUFACTURER. PROVIDE FIRE RATED DOORS WHERE REQUIRED. 13. PROVIDE ONE COPY OF PURCHASE ORDER FOR ROLLING GRILLE OR CONFIRMATION OF DE- LIVERY i4` SUPPLY GRILLE AND INSTALL IN A STRAIGHT PATTERN. FINISH FOR GRILLE CURTAIN, BAR AND GUIDES SHALL BE AS NOTED. 15. ALL WELDING SHALL BE IN ACCORDANCE WITH INDUSTRY STANDARDS AND PERFORMED WITH PROPER PROTECTION. • � . _' � `. -, / | | | | | | |/|||||||| |/||! ||||| ||�� | �|| | |U1|||[ �}� ||U |||||| | ||||| |||| [ ' | ' � ' i ' � ||| ' | ' � ' | ' | ' | / � ��-/ � ! / | / � / | / / � / �� / | / / / / / | / | / [� / | ''|' /'|'/'[ '[ '/'|'/'� I '|'|' '|'/ 0 - 1 2 , ~ 4 5 . . ' . - . | �� � � 4 � �� 7 � NOTE: If the microfilmed document is less clear tY�t1� __----" it is due to the quality of 0€ SC LZ gZ so ZZ Lo [)Z 6L 91 LI 91 GI +* 1 | J � ' |' | | | | J `| J | | ` | | | � | | | / � ' ! | | | | | |UU|�|NUU�U\�|UU|UU|�U||l�U|NUUN|)�!{|�U||U!UU UU UUU!|U UU/ ��|" ty �� ���� 9 10 11 MA4 12 • the original document. El ZL Lt 01, 8 o {] | | |^ ] | | | ^| | | | | | | UUUUUUUUUUUUUUUUUiUUU|U UU . , __,_ ^ �. `, ,,��. - ��. ^ ' DAVID A. UDXOW STATE OF WASHINGTON 16. "BEST" REQUIRED. KEYED CYLINDERS ON EXTERIOR AND THUMBTURNS ON INTERIORS. INTERIOR THUWB?URN8 SHALL INCLUDE AN ANODIZED SECURITY BAR. FINISH: TO MATCH GRILLE. MINIMUM /ENGIN: 5". 17. COORDINATE INSTALLATION DEADLINE WITH CONTRACTOR AND OWNER. GLASS & GLAZING 1. PROVIDE TEMPERED GLASS, GRADE °1" QUALITY q3, IN THICKNESS AS INDICATED. MITERED AND POLISHED EDGES AT ANGLED INTERSECTIONS, UNLESS NOTED OTHERWISE. 2. ALUMINUM FRAME SHALL BE KAVNVEER, BLACK ANODIZED, SIZE AS INDICATED, FOUR INCHES HIGH. 3. GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD-G-451 AND FGMA GLAZING MANUAL. 4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED. FRAME SECTION SHALL BE CONCEALED WHERE INDICATED. FRAME FINISH SHALL BE BLACK ANODIZED WHERE EXPOSED. PRUDE FOR FRAME FINISH TOUCH-UP OF RAW EDGES OR DAMAGED SURFACES. 5. PROVIDE RESILIENT N E BLOCKS 70 TO 90 SHORE A DUROMETER HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. 6. PROVIDE CLIPS OF NON METAL WITH ROUNDED EDGES DESIGNED FOR CONTACT BLOCKS, NOT GLASS. 7. PROVIDE STANDARD PREFORMED GLAZING TApE, STANLOCKE 400. TRIMCO 440, OR APPROVED. 8. PROVIDE NON-SHRINKING ELASTROMERIC TAPE WHERE REQUIRED. 9. USE SILICONE SEALANT DOW #795 OR GE S|LPRUF, COLOR BLACK, OR APPROVED EQUAL. 10' ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND/OR FACTORY FOR MED. TOUCH-UP "RAW" EDGES TO MATCH FRAME. 11. INSTALL IN ACCORDANCE WITH FQWA RECOMMENDATIONS UNLESS NOTED OTHERVmSE, 12. VERIFY THAT ANCES ARE SUFFICIENT TO PREVENT "POINT LOADING", AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE COATINGS FROM FRAMING SURFACES. 13. CENTER GLASS IN RABBETS AND POSI TO MAINTAIN CLEARANCES ON ALL SIDES, INDOORS AND OUT, IN ACCORDAN WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. 14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY SHALL BE LEVEL, FLUSH, SQUARE, PLUMB AND IN ALIGNMENT WITH OTHER WORK. 15. UPON COMPLETiON, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND CLEAN ALL GLASS AND FRAMING MEMBERS. HARDWARE 1. ALL FINISH CORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE SPECI- FICALLY MENTIONED BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED, MATCH- ING IN QUALITY AND FINISH, THE ITEMS SPECIFIED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARD- WARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE PARDWARE SUP- PLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTAL- LATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 3. 0FNEPA 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. 4. SUBMIT ONE COPY OF THE HARDWARE SCHEDULE ON 8 x 11" SHEETS. FURNISH COVER SHEET LISTING NAME OF PROJECT AS SHOWN ON THE CONTRACT DOCUMENTS, NAME OF OWNER, NAME OF ARCHITECT, NAME OF CONTRACTOR, NAME OF HARDWARE CONSULTANT, AND DATE OF SUBMITTAL. SCHEDULE HARDWARE ITEMS FOR EACH DOOR SEPERATELY IN TYPED, VERTICAL FORM, LIST EACH DOOR IN NUMERICAL ORDER UNDER A SEPERA IF. HEAD- ING, USING DOOR NUMBER. 5. HARDWARE FINISH SHALL BE SATIN CHROME, U.N.O. G. HARDWARE SUPPLIER WILL PROViDE APPROVED SCHEDULED AND PAPER TEMPLATES TO VAR- IOUS OTHER SUPPLIERS FOR DOOR AND FRAME PREPERATION FOR HARDWARE. 7. FURNISH AND FINISH HARDWANE, CYUNDERS, AND KEYS: "BEST" SEVEN PIN RED. 0. EACH ITEM OF HARDWARE SHALL BE PACKAGED SEPERATELY WITH ALL NECESSARY SCREWS, BOLTS, TAMP1NS, KEYS AND INSTALLATION TEMPLATES. DELIVER PACKAGES, CLEARLY IDENTI- FIED, WITH HEADING NUMBER AS APPROVED ON HARDWARE SCHEDULE. 9. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH 'THE MANUFACTURER'S WRITTEN IN- STRUCTIONS AND RECOMMENDATIONS AND LOCATE IN ACCORDANCE WITH DH| RECOMMENDED LOCATIONS. SET ITEMS L[VEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND RE- INFORCE THE ATTACHMENT SUBSTRATE, AS NECES8ARY, FOR A SECURE INSTALLATION. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS. 10. MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEP CLEAN AND RELUBRICATE OPERATING ITEMS, AS NECESSARY, TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE TW LOCKSETS AND THE CLOSERS TO COMPENSATE FOR OPERATION OF HEATING AND VENTILAT- ING SYSTEMS UNDER THE SUPERVISION OF MANUFACTURER'S REPRESENTATIVE. 11. LUBRICATE ALL MOVING PARTS 'MTH GRAPHITE-TYPE LUBRICANT, UNLESS OTHERWISE COMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATE AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. Calik '' �o8� �� ��` RECEIVED CITY OF TUKWILA AO 1 2 1891 PERMITCENTER 1408 � V ''2 �T- OFPY:. GREEN LA ST DATE: 00 OOG 0Q 6. 7. 8. 9. DIVISION 9 FINISHES METAL SUPPORT SYSTEM (WALL STUDS) GYPSUM WALL BOARD FLOOR TILE 1 . PROVIDE CHANNEL - SNAPPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH ASTM C640, HOT DIPPED FINISH WHERE EXPOSED T'0 MOISTURE NOT LESS THAN 20 GAUGE. PROVIDE 16 GAUGE AT DOOR JAMBS. 2. PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE. 3. PROVIDE ROLL HAT -- SHAPED CHANNELS MINIMUM 25 GAUGE, 7/8" DEEP WITH ` 1/2" HEMMED EDGES. HOT DIPPED FINISH WHERE NOTED. 4. PROVIDE TIE WIRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 16 GAUGE. 5. PROVIDE GALVANIZED HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM C754. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND /OR RELIEF SILLS BETWEEN LINTELS AND HEADERS IN TOP TRACKS. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIP- MENT, INCLUDING DOOR STOPS. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS INDICATED ON DRAWINGS. POVIDE DOULE BEAD TO BUTYL SEALANT AT FLOOR TRACKS. CEILING TRACK B AND TO STUDS ABUTTING OTHER CONSTRUCTION. APPLY DOUBLE BEAD TO 10. PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL -HUNG CABINETS, EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 . GA. MATERIAL. PRO- VIDE SUPPORT IN WALL . OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND EQUIPMENT ARE INDICATED ON DRAWINGS. AND WHERE REQUIRED FOR MOUNTING OF MISCEL- ANEOUS ITEMS REQUIRING BACKING. 11. SET FLOOR 'TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE WITH ASTM STANDARDS. ERECT STUDS ON 16" OR 24" (AS INDICATED) CENTERS AND SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL BLOCKING, BRACING, AND ANCHOR STRIPS; LEAVE READY TO RECEIVE FINISH MATERIALS. 12. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED, TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL. ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES. 13. PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEIL- ING MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS. 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF ASTM 336. 2. PROVIDE TYPE "X" FIRE RETARDANT GYPSUM WALL BOARD PANELS 5 /8" THICK, TESTED AND QUALIFIED FOR 1 -HOUR RATING, TAPERED AND ROUNDED AT EDGES AS INDICATED ON DRAWINGS. 3. PROVIDE METAL EDGE AND RIGID METAL CORNER BEADS AT EDGES AND CORNERS. FLEX BEAD MAY BE USED ONLY ON CURVED SOFFIT. ALL BEAD SHALL BE NAIL OR SCREW ATTACHED. 4. WATER RESISTENT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1 -HOUR RATING, TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AS INDICA- TED ON DRAWINGS. 5 FOR CONTROL JOINTS, PROVIDE U.S. GYPSUM 093 OR APPROVED EQUAL INSTALL IN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPUANCE WITH U.S. GYPSUM STAN- DARDS. 6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C646, UNLESS OTHERWISE NOTED OR IN- DICATED, PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE 'S' PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. PROVIDE ALL INCIDENTAL AND .ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUD- ING ACCESS DOORS AND PANELS. . APPLY CONTINUOUS BEAD OF SEALANT AT ALL JOINTS CF WALL BOARD , ABUTTING ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALL BOARD. WHERE SEALANT IS EXPOSED, PROVIDE POLY - SULFIDE SEALANT; WHERE UN- EXPOSED, PROVIDE ACOUSTIC SEALANT. 9. APPLY PRE -FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE; NO SECOND COAT REQUIRED AT INTERIOR ANGLES. FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. 10. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT' DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE BLEMISH, READY TO RECEIVE PAINT. 1. INSTALL FLOOR TILE IN AREAS INDICATED FROM LEASELINE TO TRANSITION. USE ADHESIVES AND APPLY ONLY AS RECOMMENDED BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS. 2. INSTALLERS MUST BE SPECIALISTS W1TH A MINIMUM OF TWO (2) YEARS EXPERIENCE. 3. ALL INSTALL ATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF AMERICA AND ANSI STANDARDS. 4. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE INSTALLATION. 5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING ESTIMATE) TO DETER - MINE THE REQUIRED EXTENT OF SUBFLOOR PREPERATION. 6. SET, AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RISING. ALIGN ALL JOINTS AND CORNERS. LATEX PORTLAND CEMENT MORTAR: CONFORM WITH ANSI A18.4 WITH ADDITION OF LATICRETE RAPIDSET LATEX #101 IN PORTIONS RECOMMENDED BY MANUFACTURER. GROUT JOINTS SHALL BE 1/4" MAXIMUM WIDTH. 8. ADD LATICRETE RAPIDSET LATEX #101 GROUT, AS APPROVED BY OWNER. 9. TILE & GROUT CLEANER: MIRACLE SEALANTS COMPANY, MIRACLEAN #1. 10. TILE & GROUT SEALER: MIRACLE SEALANTS COMPANY, MIRASEAL 511 IMPREGNATOR. 11. CLEAN METAL AND WOOD SURFACES AND CONCRETE FLOORS, REMOVING ALL FOREIGN MATTER AND CONTAMINANTS SUCH AS GREASE, OIL, DUST, WATER, SURFACE DIRT, OLD SEALANTS OR GLAZING COMPOUNDS, AND PROTECTIVE COATINGS. METAL SHALL BE CLEANED BY MECH- ANICAL OR SOLVENT. 12, INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113 -89 WITH UNIFORMLY SPACED 1/4" JOINTS, TO PATTERN INDICATED IN THE DRAWINGS. VERIFY LAYOUT AND CUTS WITH PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK. CUT TILE AT WALL INTERSECT - IONS FOR CONCEALMENT BY BASE WHERE APPLICABLE. VARY MORTAR THICKNESS, AS NE- CESSARY, TO ACCOMADATE VARIATIONS IN TILE THICKNESS. 13. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. KEEP AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE. REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO OWNER. 14. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE WITH DOWN CORNING 795 SILICONE BUILDING SEALANT, BEADS AT 6" ON CENTER MAXIMUM. 15. PROVIDE BRASS EDGE ANGLE AT TILE 'EDGES WHERE CARPET ABUTTS TILE AT ENTRY TRAN- SITION.' INSTALL ANGLE FLANGE TOP FLUSH WITH 'FILE SURFACE AND AT A UNIFORM DIS- TANCE FROM THE EDGE OF NE TILE. FILL JOINTS WITH GROUT OR SEALANT. 16. GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD OF SPONGE. 17. DAMP CURE PER MORTAR AND GROUT MANUFACTURER'S RECOMMENDATIONS. 18. DOUBLE SEAL GROUT PER MANUFACTURER'S WRITTEN INSTRUCTIONS WITH SEALER RECOMMENDED FOR THE GROUT INSTALLED. P E C 1 F C,AP VII ,gLL TILE 1 . INSTALL WALL TILE WHERE SHOWN ON DRAWINGS. USE ADHESIVES SPECIFICALLY DESIGNED FOR INSTALLATION OF GRANITE TILE ON VERTICAL SURFACES. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 2. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE. 3. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPI'CABI.E TILE COUNCIL OF AMERICA AND ANSI STANDARDS. 4. D0 NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE INSTALLATION. 5. ALIGN ALL JOINTS AND CORNERS. SURFACES OF TILES MUST BE FLUSH WITH ADJOINING TILE. 6. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RIS'NG. ALIGN ALL. JOINTS AND CORNERS. 7. TILES SHALL BE BUTTED TIGHTLY, EDGE TO EDGE. (NO GROUT JOINTS). 8. CLOSE AREAS IN WHICH TILE IS BEING SET UNTIL ADHESIVE IS CURED AND TILE IS TIGHTLY BONDED TO SUBSTRATE. 9. CHECK ALL TILES FOR PROPER BONDING. REMOVE AND RE- INSTALL ANY TILE WHICH HAS NOT BONDED PROPERLY TO SUBSTRATE. 10. AFTER TILE IS SET, THOROUGHLY CLEAN ALL EXPOSED SURFACES. CARPETING 1. INSTALL CARPETING IN AREAS INDICATED. USE ADHESIVES AND APPLY ONLY AS RECOMMEND- ED BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS. 2. FLOORS SHALL BE THOROUGHLY CLEANED OF DUST, SOLVENTS, OIL, GREASE, PAINT, PLAS- TER AND ALL OTHER FOREIGN SUBSTANCES WHICH WOULD BE DETRIMENTAL TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET. 3. FLOORS SHALL BE LEVEL AND FREE OF BUMPS AND DIVOTS AND WITH A MAXIMUM SURFACE VARIATION OF 1/8" IN 10 FEET. APPLY LATEX UNDERLAYMENT WHERE REQUIRED FOR SMOOTH- ING AND FILLING SURFACE VARIATIONS. INSTALLER SHALL VERIFY CONDITION OF SLAB AND SHALL REPORT DEFECTS TO GENERAL CONTRACTOR PRIOR TO INSTALLATION OF FLOORING. 4. FEATHER EDGES AT TILE SURFACES TO A MINIMUM DISTANCE OF 2' -O" FROM EDGE OF TILE IN ALL DIRECTIONS TO A DEPTH REQUIRED TO FLUSH THE CARPET WITH THE TILE EDGE. 5. SEAMS SHALL BE LOCATED IN AREAS NOT SUBJECT TO HEAVY TRAFFIC OR ABUSE. USE HOT MELT TAPE FOR JOINING ENDS. ALIGN CARPET PATTERN TO MINIMIZE SEAM APPEARANCE AND MAINTAIN PATTERN AND GRAIN UNIFORMITY. INSTALL CARPET WITH EXACT END AND SIDE MATCHES. CARPETING SHALL BE INSTALLED IN FULL PIECES. SEAMS SHALL BE ACROSS THE STORE WIDTH. PIECING AROUND TILE AREAS WILL NOT BE PERMITTED. CARPET INSTALLER MUST SUBMIT A "SEAMING" PLAN TO GENERAL CONTRACTOR FOR APPROVAL PRIOR TO INSTALLATION. PROTECT CARPETING DURING AND AFTER INSTALLATION FROM UNNECCESSARY ACCUMULATION OF TOOLS AND EQUIPMENT. PROVIDE AND MAINTAIN CARPET PROTECTION DURING REMAINDER OF CONSTRUCTION AND MOVE -IN PERIOD. 7. UPON COMPLETION, POWER VACUUM ENTIRE AREA REMOVE THREADS WITH SHARP SCISSORS. REMOVE SPOTS WITH MANUFACTURER'S RECOMMENDED SPOT REMOVER. 8. REPAIR OR REPLACE DAMAGED AREAS TO "LIKE NEW" CONDITION WITH INVISIBLE SEAMS AND PATTERN CONSISTENT WITH ADJACENT AREAS, TO BE APPROVED BY OWNER. S. LEAVE SIX UNDAMAGED SQUARE YARDS AT JOBSITE, ROLLED AND TAPED WITH FACE INWARD. (ONE PIECE, 6'x3' MIN.) RUBBER BASE 1. INSTALL COVE BASE IN AREAS WHICH DO NOT RECEIVE CARPET, UNLESS NOTED OTHERWISE. 2. INSTALL TOPSET CARPET BASE ONLY IN CARPETED AREAS. 3. PROVIDE PREMOLDED INSIDE AND OUTSIDE CORNERS FOR ALL CONDITIONS AT WHICH CORNERS ARE TO BE USED. JOE MITERING SHALL BE PERMITTED ONLY UPON OWNERS APPROVAL. 4. USE ADHESIVES ONLY AS RECCOMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS APPLIED. 5. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION. REPAIR DA- MAGED SURFACES PRIOR TO INSTALLATION. 6. UPON COMPLETION, IMMEDIATELY REMOVE: ALL SURPLUS ADHESIVE FROM ADJACENT SURFACES, IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURER, USING MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER. 7. LEAVE (2) FULL LENGTH PIECES AT JOBSITE. PAINTING 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND STOCKROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND /OR SEALANT AT ALUMINUM WIN- DOWS: NON - FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE; STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSERS. NO PAINTING IS REQUIRED FOR INSULATING PIPING, EXCEPT WHERE EXPOSED IN FINISH, NON MECHANICAL ROOM SPACES. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE, CLEAN, AND REPLACE UPON COMPLETION. 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MA FERIALS OR COLORS SHARP AND CLEAN. WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT. 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND (2) COATS FI- NAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS. ZOLOTONE PAINT AND PRIMER TO BE SUPPLIED BY G.C. 6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S LABEL, AND SHOWING PAINT TYPE, SHEEN AND COLOR. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOL- LOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD -UP OF FUMES. 9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIM- ING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IM- PERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TC A SMOOTH SURFACE. 10. PRIME ALL SURFACES WHICH RECEIVE ZOLOTONE PRIOR TO APPLICATION OF FINAL FINISH, IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 11. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOR- OUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION." SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS OF TRIM. PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL HOLES, CRACKS, AND OTHER IMPERFECT- IONS WITH PUTTY AND SAND SMOOTH. FURNISHED BY: T. G.C. F.C. II. GAULKIN6 4 SEALANTS 12. I. 16. RESILIENT PLOORIN6 14. CONCRETE SEALER 22. FLOOR TRANSITION STRIPS 25. RlJl3BER BABE 24. TILE BASE OP APPLICABLE) 25. PAINT 26. GRANITE TILE :21. PIBERSLASS REIN". PANEL 26. SLATWALL 4 TRIM 24. DISPLAY FIXTURES 51. WOOD VALANCE 52. LIBRARY SKYLIGHT PANELS 4 TRIM 55. STOCKROOM SHELVING 50. LAMPS I. DEMOLITION * PREP. WORK 2. ALL OENERAI. CONSTRUCTION O. 4. 6YPEVM BOARD 4 FRAMING (WALLS • SOFFITS) SUSPENDED GYP. BD. GGLINOS MISG. WOOD PRAMIN67 6LOGKIN'S, SHDATHIN6, ETC. - 1. STOREFRONT ROLL -UP GRILLE S. DOORS, FRAMES, HARDWARE 4. ACCESS PANELS (LASS 4 6LAZIN6 (STOREFRONT SHOW WINDOW, ETC ALUM. STOREFRONT FRAMING 4 HARDWARE GEILIN6 HOOKS CERAMIC" TILL: CARPET CERAMIC TILE 6Rt7UT 4 ACCESSORIES WOOD TRELLIS !BULLETIN BOARD "OLD+ -DOWN REGEIVIN6 DESK T'OP TIME CLOCK STEREO/MUSIC SYSTEM 58. AUDIO VISUAL EQUIPMENT TOILET ROOM ACCESSORIES FIRE EXTIN&UISHER6 41. STOREFRONT SIGN PLUMB!N6 WORK 44. MECHANICAL WORK 45. ELECTRICAL WORK LISH1" IN6r FIXTURES (SALES AREA) LINHTIN6 FIXTURES (NON - SALES Amt'A) EXIT 4 EMERGENCY LISHTS DISPLAY FIXTURE LI6HTIN6 AUTOMATIC PIKE SPRINKLER SYSTEM CONSTRUCTION 4 FINAL cLI'ANI INSTALLED BY: TEN. G.C. F.G. REMARKS EGISTERED R .t Ili ECT DAVID A, UDKOW STATE OF WASHINGTON REVISIONS DATE 6 AL C I 340* DRAM By PRG.J CT No BSNOINO ORDER REGISTERED ARCHITECT CAT 12. AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SUR- FACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH -UP AND REFINISHING. 13. ZOLATONE APPLICATOR SHALL SUBMIT EVIDENCE OF APPLICATION AND MIXING EXPERIENCE TO THE GENERAL CONTRACTOR. 14. OTHER PAINT MANUFACTURER'S MAY NCI BE SUBSTITUTED. 15. FINISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUP- PLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL. IN GENERAL, USE EGGSHELL SHEEN FOR WALL BOARD SURFACES; SEMI - -GLOSS FOR HOLLOW METAL AND WOOD TRIM; AND FLAT FOR DUCTWORK. 16. COVER PLATES AND TRIM RINGS 6: SCREWS WHICH ARE APPLIED OVER PAINTED SURFACE SHALL BE PAINTED TO MATCH ADJACENT SURFACE. PAINT PRIOR TO INSTALLATION WITH FINISH RECOM- MENDED FOR THE MATERIAL UNLESS ITEM IS ALREADY IN A MATCHING, PF`EFINISHED COLOR. 17. LEAVE ONE QUART CAN OF EACH COLOR USED AT JOBSITE. A. ONE QUART OF EACH ZOLATONE COLOR USED (P- 4&P --5). B. ONE QUART OF ZOLATONE PRIMER C. ONE QUART OF EACH PAINT (P -1, P -2, P -3, P -6). 18. ALL PAINT (EXCEPT ZOLATONE) SHALL BE BRUSH OR ROLLER APPLIED. (NO SPRAYING). 19. WHEN APPLYING "ZOLATONE" ON SLATWALL, APPLICATOR SHALL MAKE SURE THAT THE SLOTS IN THE SLATWALL ARE ALSO FINISHED WITH "ZOLATONE ". DIVISION 10 - SPECIALTIES ACCESSORIES 1. TENANT'S G.C. SHALL PROVIDE AND INSTALL THE FOLLOWING: A. ITEM DELETED B. TOILET PAPER DISPENSER - 'HALLMACK' #670 C. MIRROR - 18" x 24 ", 1/4" PLATE GLASS MIRROR ON J -TRIM D. PAPER TOWEL DISPENSER -- 'HALLMACK' #687 - STANDARD MODEL FOR ROLL TYPE. E. GRAB BARS - 'TUBULAR SPECIALTIES MFG - Q30 GRAB BAR 'TUBULAR SPECIALTIES MFG. - 042 GRAB BAR. a. min. 1 1/2" DIA. x 18GA. S/S WALL FLANGES SHALL BE 3 -5/16" DIA. x 7GA. S/S WITH MATCHING SCREWS. SECURELY ANCHOR TO BACKING. b. PROVIDE MIN. 30" LONG AT REAR OF TOILET AND 42" LONG AT SIDE. c. INSTALLATION SHALL MEET 250 Ic. PER FOOT LOADING REO'JIREMENTS. 2. THE FOLLOWING SHALL BE FURNISHED AND INSTALLED BY OWNER. A. BULLETIN BOARD - BY OWNER. B. EMPLOYEE TIME CLOCK - BY OWNER. C. STEREO EQUIPMENT & SPEAKERS (EXCEPT WIRES) BY G.C. D. AUDIO VISUAL EQUIPMENT (EXCEPT COAXIAL CABLE) BY G.C. 3. DELIVER INSERTS AND ROUGH -IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR INSTALLATION. 4. FURNISH TOILET ACCESSORIES, COMPLETE WITH ALL REQUIRED MOUNTING DEVICES, FASTENINGS, AND ACCESSORIES AS REQUIRED FOR A FINISH INSTALLATION, PROPERLY PACKAGED AND TAGGED FOR READY IDENTIFICATION. FASTEN ALL ITEMS WITH SCREWS OR BOLTS EXTENDING AT LEAST 1" INTO SOLID BACKING IF NO OTHER FASTENING IS SPE- CIFIED. 5. INSTALLATION OF TOILET ACCESSORIES SHALL BE IN ACCORDANCE WITH THE DRAWINGS, RE- VIEWED SHOP DRAWINGS, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RE- COMMENDATIONS. 6. LOCATIONS AND HEIGHTS SHALL BE AS SHOWN ON DRAWINGS AND IN CONFORMANCE WITH LOCAL 'HANDICAP' ORDINANCES. 1. CONTRACTOR SHALL PROVIDE INSTALLATION ONLY OF OWNER FURNISHED SIGN. SIGNS: FIRE EXTINGUISHERS & CABINETS: O N 1. EXTINGUISHER SHALL BE 5 -POUND CAPACITY, U.L. LABELS, ENAMEL, STEEL CONTAINER WITH PRESSURE INDICATING GAUGE FOR CLASS A, B, OR C FIRES. LOCATE & MOUNT AS DIRECTED BY THE FIRE DEPARTMENT. (PROVIDED BY GENERAL CONTRACTOR) IS. S 1 I, III(Ii► I llll �I,If I 0 16THS INCH 2 3 0€ 6e se LE 9Z 9Z 4 7Z £Z II( lll�l, illlilll�IlllIIIIIIIIIIIIIIII ►1{I r 1111111111111111111 111111111111111111111111111111 11111 II17111 I`1�i 4 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the oriEin81 document. 1 III /II lI III IIIIII I I,II I I III I III I I W W I 9 10 11 MADE IH OERMFHV 12 40 C Z II I N N 0 II! II11► 1ililll illllllll�IIIIIIIII�lIIf lIIIi�IIIIIIIiIlllllllll l�Illl�llililllilllll�IIIIIIIIIIIIIIIIIlI�IlIIIIIII�IlIIIIIIIIIIIIIlIII�lllllllll�IIIIIIIII�IIIIlII (I�IIIIIIIII�lilll '�..r ,...'::; r ._...,.;; ✓i... ia�'SYJi /. '.� f ._� , �,, ;.. F • -y' . s"i+; •'*. ;t. ....., i .. � � L :. . .. ... RESPONSIBILITY SCHEDULE DIY APPROVED AU19 2 8 1991 BUILDING DIVISION 34's RECEIVED CITY OF TUKWILA AUG 1 2 1991 PERMIT CENTER 41 F p 6 CL z 0 CO .J F- LU m e Z 0 0 0 he t•aatssasaaud E . E EKED CH RENSIONS WiA REGISTERED R ITECT STATE OF NASH1NOTOS+ PROJECT e OR DER J2E 4 11158 4 28' —O 3/4" [EXISTING CORRIDOR I DEMOLITION PLAN SCALE: 1/4" I' —O" NORTH DO 5 6 tot Rev L, c i I Xt - r c: ov.Fk1 tip's N.I.C. I VEMINIAM VON. DEMOLITION NOTES I. REMOVE ALL ITEMS AS INDICATED ON PLANS. 2. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OIL ALTER ANY EXISTINS STRUCTURE MEMBERS. THE ARCHITECT AND OWNER SHALL BE NOTIPIEP IMMEDIATELY IF ANY DAMAGE OCCURS, OR IS DISCLOSED DUPRIN'S DEMOLITION. 3. ALL WALLS AND GEILINES THAT ARE REMOVED, THE CONTRACTOR SHALL BE RESPON— SIBLE POR DISGONNECTINE AT SOURCE AND REMOVING OR CAPPINS ANY ELECTRICAL, WLUMI3INS, SAS LINES, AND MECHANICAL G%'.)GTWORK THAT IS DISCLOSED AMP NOT SCHEDULED I=on RE -USE. REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RE— TAINED FOR ADJACENT BUILDINE3 AREAS THAT ARE NOT IN THIS CONTRACT. 4. ALL !ELECTRICAL CIRCUITS F'OR EQUIPMENT THAT ARE TO BE REMOVED SHALL BE PIS — coNNEGTED AT SOURCE AND REMOVED. S. ALL SAS, WATER AND DRAIN LINES SUPPLYlNca EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED, REMOVED) AND GAPPED ABOVE GEILIN6 OR BELOW PLOOIR. IP CONTINUITY OF SYSTEM MUST BE MAINTAINED POR USE BY ADJACENT AREAS, CONTRACTOR SHALL REROUTE, AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION. (PATCH FSLOOR E3AGK PRIOR TO TOPPING). 6. THE GONTRAGTOR SHALL BE RESPONSIBLE POR REMOVING FROM THE SITE, ALL RUB — BLE AND DEBRIS CAUSED BY DEMOLITION, AND P SPOSIN6 OF IT IN A PROPER MANNER.. "T. DEMISINE PARTITION WORK TO BE REMOVED SHALL BE PERFORMED IN ACCORDANCE W/ LANDLORDS CRITERIA. ALL INTERIOR DEMOLITION WORK TO BE BY TENANT'S E.C. 8. REMOVES OR RELOCATE= ANY SPRINKLER/ SEWER/ PLUMBINS LINES, AS REQUIRED, IN MELD PER LANDLORD'S AND/ OR LOCAL AUTHORITY APPROVALS. MC. DEMOLITION SUMMARY emNERAL CONTRACTOR AND /OR SUBCONTRACTORS SHALL REVIEW THE EXISTINS FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK. A WRITTEN OUTLINE OF ALL REQUIRED DEMOLITION SHALL BE SUBMITTED TO THE OWNER PESGRIBINcS THE FOLLOWING (BUT NOT LIMITED TO): I. CONDITION OP EXISTINS POWEr i PANE °L5 AND TRANSFORMERS; FEASIBILITY FOR RELO— CATION AND rREFUREISHIN6, OR NEED FOR REPLACEMENT DUE TO ASE OR EXISTING CONDITION. 2. CONDITION OF EXISTINS SHEETROCK ON EXISTING DEMI;SINeS WALLS AND RECOMMEN— DATION OF WHETHER. TO REMOVE E:XISTINO OR REUSE TO BE: DETERMINED IN MELD. B. CONDITION OP EXISTINS MECHANICAL SYSTEM; FEASIBIL :TY QF° REUSING, RELOCATION, or RE:PUR8ISHIN6 EXISTINe , EQUIPMENT AND DUCTWORK; AND RECOMMENDATION OIL REEPLAOEMLNT, IP NECESSARY, PRIOR 'TO BID. 4. SUMMARIZE RECOMMENDATIONS POPE REUSE or EXISTINS MATERIALS, EQUIPMENT AND ACCESSORIES, ONC"Q R rURBISHI:'D TO A LIKES —NEW CONDITION, ITEMIZE THE CREDIT TO THE GONTRAGT, 5. ANY UNNOTED E_XISTINO CONDITION WHICH GONFLIGTS WITH THE PIROJEGT REGIUIRE- MENTS AND MAY REQUIRE MODIFICATION, RELOCATION OR REMOVAL. TO COMPLETE°. THE PROJECT SHALL E3E IDENTIFIED SO THE NECESSARY OPtAItiINS REVISIONS MAY BE IN- CORPORATED INTO THE PROJECT REQUIREMENTS. IN ADDITION TO THE ABOVE, RE !+R TO GENL'RAL DEMOLITION NOTES INPICAT!*D ON SHEET SP -I, PIVISION 2 - DEMOLITION / BUILDING ALTERATION. VZ £Z t ''!!liI1111IiI iIII! IIIIIIIIIIIIIH! IIITIILIIIIIlf lIIIIIIHiIIIIIIIIII {VIII 06 6Z 8G GZ 9Z sZ I I I I I I I I I I I I I I I I I I I I I I I I I I V I I I I I I I I I I I I I I E 11:I1 I II I I I I I I I f I I 1 111 F I 1I till' I I (I 11111 11 1111 1 1 1 11111 I I I 11111 1 l I 1 111 I I1 11111111 0 THSINC" 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. ZZ LZ Oz EL 8t Ll 91 91 4i I IIIIILI1IIIIIL1II' II111JIIIII !1)1111IIIII!IIII1111 111tH1I !lII111111!IIIIIIIIIIIIIIIII Cl ZL LL Q. 6 1 VIII!11111111hill IIIII!!1111 11111111!1111111 - ., Y ,, 'it r r s,k .3 S ur III III lIl'tIi lIl III III I[I III III ICI ICI! i11 c' »; iIIIIIiIlIil1 9 10 11 I AOE IN GERMANY 12 I ' L 9 5 , £ Z l ww 0 II! IIIIIIII{ IIIlllil {IIIIIIlIIlilllll!Ilillll I IIIII!IIIIIIII!IIIIII IIIIIIIIIIII� 0 0 0 0 0 0 0 `J ii i2 i4 la I6 I`E i8 LEASE LINE EXISTING MALL NE':ITRAL PIER TO REMAIN . EXISTINS TENANT DEMISING PARTITION. �jtNG EXISTINS INTERIOR PARTITION, DEMO IN ITS ENTIRET'PB EXISTINS DISPLAY, DEMO IN ITS ENTIRETY. EXISTINS INTERIOR DOOR AND FRAME, DEMO IN ITS ENTIRETY. EXISTING STOREFRONT 4 ROLLING GRILLE, DEMO IN ITS ENTIRETY. REMOVE EXISTINS WATER CLOSET AND REUSE AT OWNERS OPTION. REMOVE EXISTINc3 LAVATORY AND REUSE AT OWNERS OPTION. REMOVE E °XIGTINS PLOORINcS. TYPICAL THRU —OUT. EXISTINS GE.ILINEr - DEMO IN ITS ENTIRETY. EXISTING ELECTRICAL,. EQUIPMENT SERVICE PANELS TO BE REMOVED. RELOCATE AND REPLACE ELECTRICAL SERVICE PER ELECTRICAL. DRAW I NOS. EXISTINS SIGN BAND ABOVE, MODIFY AS INDICATED ON ELEVATIONS. EXIST. STRUCTURAL COLUMN (TO ?REMAIN) TYPICAL. REMOVE EXISTINS WALL FINISHES DOWN TO c5yP. BD. ON WALLS THAT AI@E TO REMAIN. (TYPICAL) EEXISTINS DEMISING PARTITION — DEMO BY LANDLORD E:XISTIN6 DEMISING PARTITION — DEMO IN ITS ENTIRETY. TENANT 6.G. TO REMOVE PORTION OF EXISTING DEMISING WALL AS REQUIRED TO PROVIDE: NEW EXIT ACCESS •• SEE SHT. Al NEW DEMISING PARTITION FRAMING 13Y LANDLORD. EXISTINS REAR EXIT DOOR AND FRAME TO BE REMOVED AND SAVED FrJR RE —USE. KEYED NOTES n■111111•MMOVi RECEIVED err OF TUKWICA AUG 12 1991 PERMITCENTER V PG 2 IM • 0 C, 2 qt re to 6 0 z ect 0 a. M DOOR ! HARDWARE SCHEDULE KEYED NOTES MARK DESCRIPTION 0 LEASE LINE. 0 NEUTRAL PIER BY LANDLORD. O LINE OP MALL TILE. 0.G. TO PATCH AND REPAIR AS REQUIRED. FLUSH NEW TILE TO EXISTING. O LINE OP NEW TILE. SEE FIXTURE PLAN P°OR TILE PATTERN / DIRECTION. O LINE OF NEW SO!eP'IT ABOVE. Q GASH/NRAP, COORDINATE UNDER SLAB REQUIREMENTS WITH ELECT. LEVEL FLOOR BELOW CENTER FIXTURES PRIOR TO INSTALLATION. ` SAW GUT EXISTINt5 SLAB FOR CONDUIT PEED TO CASH WRAP COORDINATE VV FIXTURE REd?UIREMENT'S. PILL AND PATCH PER L.L. REQUIREMENTS. O EXISTING SLAB THRU -OUT ' PATCH, REPAIR, 4 PREPARE AS NECESSARY P'OR INSTALLATION OFINEW PLOORINet'. 0 PATCH AND REPAIR axis eSYP. E3D. AS REQUIRED TO PROVIDE SMOOTH FINISH ON WALL SURFACE. 10 PROVIDE (I) LAYE=R 5/8" TYPE "X" GYP. BC7• (TOP a E3OTTOM) ON 6 "xI86A. STEEL JOISTS 0 12" O.G. ABOVE TOILET ROOM. . II TIME CLOCK . ED.SE OR T -` OLL' 8' -O" x °I' -O" "ATLAS" *MLLE WITH BLACK ANOD. BOTTOM RAIL. CONTR. TO PROVIDE (2) 'BEST' I PIN KEYED CYLINDERS WITH IO" SECURITY DOVER ON INSIDE THUMBLATGH, PER DETAIL. 3' -0" x h' -O" x I -3/4" SOLID GORE, PAINT cSRADE WOOD DOOR WITH 1-I/2 PAIR BUTTS, STOP, CLOSER, LEVER HANDLE (SATIN CHROME) LATGHSET, PAINT ORAME W/ "TIMELY" KNOCKDOWN DOOR RRAM!_ OR EQUAL. PASSASE HANDLE, NO LOCK. PRIOR TO PAINTINGS, PILL ALL HOLES IN FRAME AND SAND SMOOTH. PAINT DOOR AND FRAME P -6. 5' -0" x '1' -O" x I -5/4" SOLID GORE, PAINT e5RADE WOOD DOOR WITH 1 -1/2 PAIR BUTTS, STOP, CLOSER, LEVER HANDLE (SATIN CHROME) PRIVACY SET, (LOGKINs'3 FROM INSIDE ONLY), PAINT GRADE W/ "TIMELY" KNOCKDOWN DOOR FRAME OR EQUAL. PRIOR TO PAINTING+, FILL ALL HOLES IN FRAME AND SAND SMOOTH. PAINT DOOR AND FRAME P -6. REUSE EXISTING DOOR AND FRAME. VERIFY SMOOTH OPERATION AND REPAIR AS REQUIRED. PROVIDE NEW "THEFT GUARD" W/ NO HARDWARE AT EXTERIOR AND LOCK AT INTERIOR ALARM HARDWARE ITV/ "BEST" I PIN RED CYLINDER KING SYSTEM TO MATCH DO017 $1. PAINT DOOR AND FRAME P -6. TYPICAL HARDWARE NOTE L i 1 I 2 j '1 ! I 4 1 : C GARt? T / CONGRRi-:TE . IS SHEET VINYL / CONCRETE EDGE OR T -MOLD. 14 PATCH a REPAIR MALL TILE ADJACENT TO LEASE LINE AS NECESSARY POR A !.LEAN $ FINISHED TRANSITION INTO STORE. 15 LINE OF TRELLIS 64 4 ( 1 -O" SEE REP. !,L6. PLAN. !b 1 /2" CLEAR TEMPERED GLASS, SEE "ENLARGED STOREFRONT ", SIFT. A4. SLASS DISPLAY CASE ON 5' -0" HI•SH 15ASE. . MOUNT ALL HAW' TARE IN ACCORDANCE WITH ANSI STANDARDS FOR HANDICAPPED USE. 2. TYPICAL HANDLES SHALL BE BASIC LEVER TYPE. 5. INSTALL CLOSERS ON STOGROOM AND CORRIDOR SIDES OP DOOR.. 4. DOOIQS SHALL ESE OPENAE3LE WITH NO MOrio THAN 5 LBS. PRESSURE. 11 5/.5" CLEAR TEMPERED SEE STOREFRONT ELEVATIONS. 18 GRANITE TILE OVER I/2" "WONDERBOARI. ". !B GHANE•►E IN GEILIN6 PLANE, SEE REFLECTED GEILINS PLAN. ® CENTER LINE OF !BOLL UP GRILLE. 21 HANDICAP ACCESSIBLE BATHROOM FIXTURES - SEE PLUMBINe. DRANIN65. 4QLGESSEt� ELECTRICAL PANEL. 23 56" GRAB BAR AT REAR AND 42" EFZAB BAIL AT SIDE OP" WATER CLOSET. SEE ELEV. SW. A6. GI FIRE EXTINsUIsHER, COORDINATE FINAL 'IOUNTINe LOCATION WITH FIRE MARSHAL AND 15UILDINO INSPECTOR. 25 5-5/8"x18 OA. METAL STUD WALL TO +8 --O': HV :E./.5E-41.5 OA. M.R, eSYP. BD. ON TOILET ROOM SIDE AND 5 /e" TYPE "X" ON STOCKROOM SIDE. 2$ TELEPHONE MOUNTING BOARD 0 5/8" TYPE "X" eSYP. BD. ON MTL. STJ ®rumour's fp Ib" 0.0. TO GEILIN6 AREA CALCULATIONS _ GROSS GALGULATEP S.P. w f2EMI5INE9 WALLS « LEASE LINE_ TO LEAS LINE: 81‘06r) 5.i". E7REAKDOWN: POP -OUT 17 S.F. SERVICE DIR. 0 ' MAIN SPACE 2, S.F. TOTAL 2,x!°13 S.P. sr. Br3E.,A DOWN: SALES FLOOR: 1, S.F. STOCKROOM: 812 S.F. F 6TROOM: 48 S.R. CORRIDOR/On -01kt Io5 S.P. A WALL SCHEDULE HE1 ONLY. EXISTINe5 TOILET rix nJRES TO I5E REUSED. REPAIR a CLEAN AS REEL WALE. NO. - SYMBOL DESCRIPTION -- 3 INSTALL 5/8" TYPE "X" 43YP. MD. f ULL HEIGHT TO STRUGT. ABOVE ON I �,._�,� EXISTING DEMISING WALL TO REMAIN. STOCKROOM SIDE. CO E.XISTINO COLUMN TO REMAIN - PURR AND PROVIDE S /a" TYPE "X" GYP. TO DECK AFOVl. 0 ADD 5/8" TY!°E "X GYP. BD. PULL- HEIe9HT TO STRUCTURE ABOVE, ON NEW DEMISINeS WALL 5TUD5 PROVIDED I5Y L.L. .. 9'.. . 1 41civa, , ` RECEIVED DAVID A. IJDICOW g At' . CITY OF TIJiC1ILA 4TATO OF WAal1NGTON AUG 1 2 1991 _ PERMITC& TEFL SMISEEra NEW PARTITION - NON RATED 5 5/8" x 200A. 5TUD5 FULL HEIGHT Sit 16" O.G. 5/8" TYPE "X" GYP. BP. EA. SIDE TO GEILIN6 HEISJHT. ESENIEENNEE NEW PARTITION - I HR. RATED - NLEt GYP. ASSN. RILE *WPI2O0 5/8" TYPE: "X" EA. 510E, 5 5/8" x 20 SA. MTL. STUDS to 16" O.G. PULL HEIGHT. SEAL ALL PENETRATIONS. teIM PARTITION - NON RATED 5 5/8" x 166A. S?>>Q8 TO +8' -O" W/ M.R. GYP. Bp. ON Too-ET ROOM SIDE 4 5/8" WPM "X" e13YP. BD ON STOCKROOM SIDE. t .4..:........�� ...,. 1 8m9A1 , FLOPPY: GREEN LAST DATE: 00 "00 :s " CORRID 6' -I 1/2" CASH WRAP I SALES] 26' -1O " 24' -0" 10 1/4 4I' -8" J• y.rr r .Onw— ISTOCKROOMJ r 40 I/ n" 2 9/2 " LIIOLIET STOCKROOM] 5 :: 4 1 -0 :: I CORRIDOR 6 : - TCH LINE 54 40` -2 1/2" 24' -O" DIMENSION FLOOR PLAN SCALE: 1/4" = 1' -0" NOM MATCH LINE I 82' -4" 2' -0" 83' - I /2" 124' -O" • 24' -0" 64' -8" DIMENSION FLOOR PLAN ...-- _ --- - - - -__ _� SCALE: 1/4" = 1' -0" NORTH 1!(11!1 1!111111!I1!!11!11111 1!1 111 11 1 1 11111 I1IIIfl III1III 111111! (VIII(I!Iji!1 II II(I!I!III11 1 11111 111(I!I �� I I 1 2 3 I 4 5 6 I 8 I~nTE: If the microfilmed document is less clear than this notice, it is due to the quality of the oriizinal document. 0 t° MS INCH ZZ t Oa 6t SL it 91 $t hl CI i1I111! 11111 !III!1!1111 Iii! 11111 ii11111111I! 1i1111111111 • 9 s e t "P4 0 VI IIIII!!1111111111 11,!1 1!111111111111IIIIi! I " REtSTEREO $TEST 5' -1 :5/4" 1 1 I h CITY rr' r3G2 1991 GDIVISIO F REVISIONS z 0 a tovi Lo iii Z w 0 CI. M G 158-2 FLOPPY: GREEN LAST DATE: 00 000 00 BRIESMIIIIIMIEREERSEMEN 48 " x24" ors 1 TOLIET 56" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" x 24" 48" X 24" 4'x2' r. 8' 4' x 2' x 8' S'x2'xt+' Sk °3 2'x8' 'x2'x8' 4' x 2' x 8' 4' x 2' x 8' 55(25(6' E3'x2'x8' S'x2'x8' 48" x 24" P -4 � (STOCKROOM BASE: NONE WALLS: P -5 4E x 24" I 46" x 24" 1 48" x 24" CORRIDOR FIXTURE PLAN SCALE:: 1/4" = I' -O NORTH IP MATCH LINE F-3 I SHEET VINYL F -4 1 SEAL FINISH B -1 RUBBER BASE 13-2 1 MAPLE BASE P -5 1 PAINT P-6 1 PAINT MP -1 1 STAIN PL -1 1 PLASTIC LAMINATES MATERIAL GERAMIG TILE ANODIZED BASE PAINT PAINT PAINT PAINT FIBERGLASS FE - FORCED PANEL F -5 1 NEW MALL TILE GRT -1 I ORANITiE TILE GRT -2 1 GRANITE TILE.' G -1 1 TILE *ROUT AMERICAN GLEAN 01UAIWAY MEGA eittAND!° BENTLEY ARMSTRONG VERIFY NI S.C. BENJAMIN MOORE (SEMI- 6L055) BENJAMIN MOOREE (ES9SHELL) ZOLATONE ZOLATONE BENJAMIN MOORS (SEMI- SLOSS) VERIFY W/ FIXTURE CONTRACTOR WILSONART MARLITE OR KENLITE VIEW RIGHT OR EQUAL STOREFRONT .U5TOM BUILDING PRODUCTS • COLOR/TYPE SAM SE 011428 BRISTOL PONT TB4O2 -15 NI1 SEASRATE #86500 WHITE COVE BASE 642P/ CHARCOAL STAIN GRADE TIGHT GRAIN COLOR 4 OFF-WHITE COLOR *46o OPP- WHITE COLOR 4460 OFP- WHITE #45 -I8868 s45 -18001 COLOR * OPP -WHITE MAPLE ANTIQUE WHITE $1512 -6 6 "x4' PAINT uRAOE /MDFc 5 "x4' PAINT 'GRADE /MOP BLACK MATCH EXISTING CARNELIAN (DAKOTA MAHOGANY) CARNELIAN (DAKOTA MAHOGANY) *60 CHARCOAL REMARKS 0 LINE OP 50PPIT ABOVE. (POLLOWS SLAGS LINE 49 STOREFRONT P'OP -OUT). 0 5/8" CLEAR TEMiOERED 6LA55 DISPLAY CASE ON 5' -O" H16H BASE - SEE STOREFRONT ELEVATION. ` i CARPET EDGE. 0 LEASE LINE. O NEUTRAL PIER 0 5 LINE OP MALL TILE. �4 1/2" GLR. TEMPERED GLASS SY S.C.. 0 LINE OF TRELLIS ABOVE - HOLD 4" CLEAR FROM STOREFRONT &LASS. BY PIX'fJRE CONTRACTOR, SEE REPOCATED CEILING PLAN. Q ROLL-UP 'GRILLE r-. 10) II LINE OF VALANCE ABOVE BY PcIXTURE CONTRACTOR. REFER TO INTERIOR ELEVATIONS POR ADDITIONAL INFORMATION. 12 LINE OF CHANcSE IN CEILING HEI61.T - FREPER TO REM- MC.7Er13 G!ILiN+6 PLAN FOR ADDITIONAL INFORMATION. 13 +110' -0" SHELF SYSTEM - SHELVES SHALL BE SPACED 16" Q.O. VERT. MANUPACTLIRED BY "EXCALIBER" S.C. TO ANCHOR VERTICAL MEMBERS TO WALL (TYPICAL). USE +A' -O" SYSTEM WHERE NOTED. KEYED NOTES LINE OP TENANT TILE BY S.G. REPEPit TO SHEET Al POR DIMENSIONAL. LAYOUT. 14 TIMEC LOCK - MOUNT ® +40" A.P.P. PROVIDED BY OWNER, INSTALLED BY Q.C. 15 ELECTRICAL PANELS - f PER TO ELECT. DRAWIN65 POOR ADDITIONAL 1NFORMATION. 0 BULLETIN BOARD - 5'x2'. PROVIDED SY oWNEEIet, INSTAL.. NSTALLED BY 6.0. GRANITE TILE FINISH (FLOOR OP DISPLAY) SEE DETAILS. LOCATION OF THIRD RESISTER - SEE ELEGTRIGAL DRAV4IN65. MANA'GER'S DESK ROLLINS "COTTERMAN" LADDER +8' -0" TALL IMITH TRAC.K BY I 0 VINYL EDGE. LF; WALL MID. FIRE EX TINGSUISHER BY S.C. PER L.L. REQUIREMENTS. COORDINATE W/ FIRE MARSHAL 4 BUILDING INSPEOTOR FOR. PLACEMENT. C5 SION BY 6.G. "NO STORAGE WITHIN 118" BELOW THE :SPRINKLER HEADS. TELEPHONE MOUNTING BOARD. 25 SKYLIGHT ABOVE 3408 26 EXISTING COLUMN TO REMAIN - FIELD VERIPY EXACT LOCATIO': 2'1 CONTRACTOR SHALL PROVIDE WOOD SLOGKINS SGREINEnD TO AT EA. ENO OP CURVED LADDER RAIL POR ATTACHMENT OP SUPPORT CLIP. SEE DETAIL. 6 /A5. LOCATION OP REPRISE *.ATOR AND MICROWAVE OVEN. STAY' EXISTING PLUMBING P IXTURES TO BEE RELOCATED 4 R �D D REP ?AIR AND GLEAN AS F GIUIRE:D. CITY OF TIJKWILR AUG 12 1991 FERED ITECT IINGTON BINDING ORDER PIA 911 DATE 6 Atka 41 SC AS SHO DRAMN� PROJECT REGISTERED ARCHITECT ME Of WAININtIntl golgaa FIXTURE PLAN B -3 P-1 P -2 P -3 P-4 MFG. SCALE: 1/4" = I' -O" NORTH FINISH SCHEDULE RETAIL RETAIL TOILET STOCKROOM CORRIDOR ALL; SEE SPE C'S VERI PY STOREFRONT GEILINSS SOPPIT5 TOILET RETAILS HALLS STOREFRONT FIXTURES SLATWALL. DOORS $ PRAME9 FIXTURES GASHWRAP TOILET RETAIL RETAIL GRILLE / JAMB ENTRY STOREFRONT/ SHOW WINDENN STOREFRONT BASE ENTRY/ T -SHIRT F"IXT. 4" COVED BASE To Mee r t. titre.. Co'5 mt. 07' i..1 ALl,.. v_ C, 5 ID 8 "x8" TILE, DOUBLE SEAL JOINTS, PLUSH EDGE ANGLE TO SURFACE TILE/CARPET. SLUE -DOWN, LEAVE (6) EXTRA YARDS ON SITE IP PLUSH TO SEAL SLAB CRACKS PRIOR TO 4" HIGH LEAVE 6 PIECES ® SITE SEE SPECS USE PRE MPS D. OUTSIDE CORNER PIECES. 4" HIGH - BY FIXTURE CONTRACTOR. SEE SPECS. 4" HIGH - SEE DETAIL 2 /A1 ALKYD DULAMEL PAINT TYPE NO SUBSTITUTIONS ALLOi'20 ALKYD DULAMEL PAINT TYPE NO SUBSTITUTIONS ALLOWED AQUA VELVET PAINT TYPE NO SUBSTITUTIONS ALLOWED PRIME PER MANUFAGTUREER'9 5PEGS. PRIME PER MANUFACTURER'S SPECS. OIL BASE PAINT TYPE NO SUBSTITUTIONS ALLOWED COORDINATE SEA` 1S W/FIXTURz INSTALLATION 4 G.C. USDA APPROVAL. elR EEN BOARD BACKUP TO 4 -0" ALL WALLS STAS&ER SEAMS VER T , INTO 4' EQUAL SECTIONS, SCREW $ SLUE; TO WALL STAGGER SEAMS VERT. INTO 4' EQUAL. ':'.1ICTIONS, SCREW t 'GLUE TO WALL TO MATCH 5TO EPRONT METAL VERIFY WI,/ L,L. FLAMED FINISH W/ (1) COAT "P'LEGTO" NATURAL OIL FINISH. *66 CLEAR (NO SUBSTITUTE) HONED FINISH W/ (I) COAT "rt -evro" NATURAL OIL. FINISH. e66 CLEAR (NO _•UBSTIIVTE) INSTALL PER MANUFAGTURER.'S SPEG5. tthi I1i111 1 i11111'!l1i( 1111 111111 r11 1111111111111111111111111r' I(I11111,1111111111111111111flil 13' 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quall.ty of the priginal document. OE 6Z Be LZ 9Z 9Z 4 7Z EZ ZZ IZ OZ 61. el L. et 5I +rE IIIII 1 1111111! 111111111111111111111111111111111111i11111 11i1111111I1111111 !11llli11111111IIIIIC111111111 111111111 v a 1641 D P R 10G 2$ 199 k t i\ RIG �� a CC J L REVISIONS 0 itt O Z N co WLU -C Z LU oct O � CO SYMBOLS --� __r_. KEYED NOTES PARTITION - SEE FLOOR PLAN FOR TYPE V TRACK LIGHT • a LEASE LINE. ® NEUTRAL. PIER _ M'EGHANIGAL GRILLE - SEE MECHANICAL PLAN O ROLL -UP ✓>"GURITY 6RIL1.. PAINT 'Recess SIDE WALLS P -4 ZOLATOAIE. ® SEE INTERIOR ELEVATIONS FOR BLOCKING', LOCATION 8 HE'.16HT. Q NEW 5/6" TYPE 11X11 SUSPENDED GYP. B. GEILIN6. O NEW 5/6" TYPE "X" GYP. BD. SOFFIT ON 3 -5/6" METAL STUDS, PRAMIN6 0 16" O.G. 0 5/6" TYPE "X" G BD. OVER 6"xI86A. MTL. STUD PRAMIN6 AT 12" O.G. 4013 INCANDESCENT TRACK LISHTIN6 FIXTURE MOUNTED to BO"rt'ONi OF TRELLIS. � 1 WALL MOUNTED VALANCE BY P.C. SEE INTERIOR ELI"VATIONS POR BEOGKIN6 LOCATIONS. +O1 CHAIN MOUNTED, I'- O "x4' -0" 2 -TUBE FLUORESCENT LIGHT FIXTURE, I4'-O" CLEAR TO FINISH FLOOR. 0 I SPEAKER, SEE INTERIOR ELEVATIONS Pc.ER MOUNTING d PleTAIL HEIGHTS. 12 FLUORESCENT "LUMINOUS" GEILIN6 TRIM AND TRANSLUCENT LENSE, BY F.C. 0 GEILIN6 MOUNTE=D VALANCE BY P.G., 14 F'1LLY CONGEALED FIRE SPRINKLERR HEAD. SEe FIRE PROTECTION PLAN. (PAGTORY FINISH SLACK, HI -TEMP. HEAD 0 DISPLAY CASE ONLY). 15 24 "x24" PLUSH MOUNTED ACCESS PANEL P"OR ROLL-UP GRILLE. PANT TO f` MATCH ADJACENT WALL. SE=E DOOR SEHEDULE. (MILGOR *5203 -01E) ESALV. STL. BEAD" c: 16 WOOD TRELLIS BY !P.C. SEE INTERIOR ELEVATIONS AND DETAILS FOR MOUNTINO HEIGHTS AND E;LOGKINEw REQUIREMENTS. 0 DOWN LIGHT PIXTote IN DISPLAY FIXTURE. 18 HOLD LIGHT TRACK AT CENTER LINE OF TRE:LLiS MEMBER. SEE DETAIL 2/A6. 1 TRELLIS SUPPORT ROD (THREADED ROD N PAINTED CONDUIT SLEEVE). HOLE? TIGHT TO GEILIN6. SEE DETAIL 2/AE. �O SEE ELECTRICAL PLANS FOR POWER DROP LOCATIONS. 21 LOCATION OF REAR DOOR BELL - SEE ELECTRICAL DRAWINGS. OPEN TO STRUCTURE AL�OVL..(NO GEIi.ltllai) 23 FIXTURE TO GEILIN6 (BY P.C.) EDGE TYPICAL 2) HOLD EXHAUST DUCT TIGHT TO WALL. Ellos 25 TOP OF M STROOM, • 6 -6"1: l'NE (I) LAYER 5/6" TYPE "x" E3YP. _ ♦.: TOP AND BOTTOM. ( ) • 2 6 STEP GEILIN6 HEIGHT. 0 GEILIN6 HOOKS IN SMALL DISPLAY CASE TO Be PAINTED P-4. pAV 3TATEQF W SIDE: WALL DIPP r!R, PAINTE;D.' ; , 0 HOOK LAY-OUT STARTING POINT 0 5/6' TYPE "X" GYP. ME ON 5 5/6" MIL. STUD FRAMING AT 16" O,G., USE SURFACE MOUNTED LIt5HT"PIXTURIe. RECEIVED CITY OF Ti1KWILA AUG 12 1991 PERMITCENTER • - 101-111 T T CJ LIGHT FIXTURES - SEE ELECTRICAL PLANS ' 1 L . 1 , DISPLAY f IXTURE OR VALANCE BELOW GEILIN6. ® " FIRE SPRINKLER s - --°- -- CEILING/ HOOK SPEAKER - WALL MOUNTED DISPLAY FIXTURE OR VALANCE TO CEILING. V ^. EXIT SION - ---- -- SPRINKLER NOTES I. TYPICAL SPRINKLER HEAD SPAGINS = ICE-O" UNLESS REQUIRED OTHERWISE BY LOCALLY ADAPTED MR! CODE REGULATIONS. 2. SPRINKLER CONTRACTOR TO SUBMIT DRAb^IIN6S AND OBTAIN ALL NECESSARY PERMITS AND LANDLORD APPROVALS. ; SPRINKLER HEADS SHALL BE SEMI- PREGESSED CHROME HEADS WITH WHITE ESCUTCHEON. ESCUTCHE=ONS SHALL 1551 BI-AGK AT ZOLATONE AREAS. ALL SOFFIT DROPS SHALL HAVE FULLY CONCEALED SPRINKLER HEAPS W/ WHITE BLOW -OrP GAP. 4. SPRINKLER CONTRACTOR SHALL COORDINATE HEAD LOCATIONS TO AVOID CON- FLICTS WITH PixTurte LOCATIONS. 5 . E.F'RINKLER HEADS SHALL LINE UP PARALLEL TO WALLS AND ALIGNED IN STRAIGHT LINES ON X -Y AXIS. 6. FIRE SPRINKLER PESISN SHALL BE FOR A HYDRAULICALLY CALCULATE) SYSTEM, UNLESS REQUIRED OTHERWISE: BY LANDLORD OR PIKE MARSHALL. r — ir ! 1..211 I IIIIIII; !II l�yillrii, • 1 0-611 REPEAT pen Ft AN PAGE OF MALL OFt E=ND OF FIXTURE B :1.j" 41 -O" 10 TYPICAL 4' -O" _ TYPICAL 4 1 -0 " 4 4 1 -0 11 , 4 1. -0 " 4 1 10 11 REFLECTED CEILING PLAN 4` -O" SCALE: I /4" I' -O" WIRTH HOOK LAYOUT .1....1....x..1. SMALL. DISPLAY GIFTS /JUV. /ASTRO /GEC . SHELLS /GIFTS 4 1 -0 ,1 4 1 -0 11 5 1.. 6 11 MATCH- LINE AXIS LIGHT FIXTURE AS SHOWN 4 1 -0 11 REFLECTED CEILING PLAN _ _- -_ —` SCALE: 1/4 ; 1 _0 ,1 NORTH r I. PROVIDE 6 ADDITIONAL HOOKS TO BE SPOTTED BY OWNER. 2. ALL HOOKS TO BE 5/6" TOSSLE 1N/ C ILINt9 WASHE=R S. ALL HOOKS TO BE PAINTED WHITE EXCEPT e SMALL DISPLAY, WHICH ARE BLACK. 6' HOOK DISTANCE; FROM AXIS MAY VARY, COORDINATE W/ PLAN. ` 4' -O STARTING PAINT/FIXT. AS NOTED ABOVE. 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POSITION TO ILLUMINATE. VOID OP HOT Ofd GOLD SPOTS. ELEGTRIGAL TO LOCATION BY OTHERS. PROVEIAE I IIOV /220A CIRCUIT Vi/ SHUT OM SWITCH. '-. 5 -5/8" x 16 A. STUD PROVIDED TOP 4 BOTTOM THUMB TURN LOCK / E , 1111111111111111111111111111 111111IIIIIIItj 4 11111111III111111II111 1111 J1IIIII'I111II(1IIIIIIIII II 111 1111111111111 11111 0 14 TH.'i INCH 1 2 3 I 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 6Z @G LZ 9E SZ hZ £Z ZZ LZ oz 6L 8L LL 91 S in. £L ZL LI 01, 6 1111111111 1111111111 11111111111111 1111110111 1111111; 11111 { 1n111111I11111111 { 11111111111111111111nn1111 {Ilnl111111 1111{ n111111111111111111111111111111611 {11111111111111111 w rte, 1111111' 111111111111111111111111111111111111111111I 9 10 11 WADE RNERAI414v 12 L 9 S C Z L WW O 111111111 IIU111111I11111 1!I J I1111111111111111111111111111 {II11I111111111111111 5 "x5 "x1 /8" ANGLE, MATCH D001e. PIN. ON LOCK- EASE ED S. SGF3EW HEADS 43 k:XPOSE"J' AREAB• -BLAG 1L. N.T.S. CD NEUTRAL PIER BY LANDLORD. 0 I /2" CLEAR TEMPERED CLASS • SHOW WINDOW. • 5 /6" CLEAR TL'MrEmeD 6LASD - DISPLAY CASE. O OPEN JOINTS, MINIMUM 1/4 ", TYPICAL. SEE DETAIL 5 /A 0 BLACK ANODIZED ALUMINUM STOREFRONT BASE. 6RANITE TILE OVER 1/2" "WONDERBOARD" O or LETTERS BY SIGN CONTRACTOR. (ILLUMINATED 6616N). 0 b LINE or TRELLIS ® a1' -O" AP.P. O OUTLINE OF GONGE°ALED SIGN BOX. SEE DETAIL A/ saHT. A4. C s KEYED CYLINDER, SEE DOOR SCHEDULE 5HT. AI, 4 SEE DETAIL B/ SHY. A4. I) 4" BLACK ANOD. ALUMINUM BASE - MATCH STOREF=RONT EASE. I� HOLD GLASS CLEAR 1/2" FROM PA of SOFFIT. 0 MIRROR BAND BY TENANT 6.G. 14 CONCEALED HEAP CHANNEL. 15 5 /b" TYPE "X" 6YP. BD. IS NEW ALUMINUM ROLL -UP GRILLE. PROVIDE SECURITY SPACING AT BOTTOM 18" OF ROLLING GRILLE. 19 GLAZING CLIP ® MID - POINT, TYPICAL. Ib LINE OF ROLL -UP GRILLE BEYOND 0 LEASE LINE LINE OF SOPPIT ABOVE. 21 LINE OF TENANT FLOOR TILE. SEE DIMENSION FLOOR PLAN FOR ADDITIONAL INFORMATION. 23 EXISTING DEMISING WALL FRAMING. 24 "ZOLATONE" OVER HEAVY STIPPLE TEXTURE OVER MOP AND 5/8" TYPE "X" eYP. BD. (MATCH GRANITE TEXTURE AND COLOR). 25 BLACK ANODIZED ALUMINUM STORE!"MDNT HEAD. 26 5/4" x 5/4" BLACK ANOD. ALUM. REVEAL. 0 FIRE EXTINGUISHER CABINET BY LANDLORD. REGISTERED A HITECT PROJECT BINDING ORDER J2E 4 11158 DAVID A. UDKOW IGAVID A, UOPMW STATE OF WASHINGTON STATE or WASHINGTGr4 RV P PA 2 to 139 BUILIING DIVISION 8406 ROLL -- R GRILLE aLE,QUBIT2LWCK NB 0'911 RECEIVED CITY OP TUKWILA AUG 12 1991 F CL • isim Cr LU isasi • lau 0 LU u CC Umq 0 4:E M ILI CO? REVISIONS 0 0 u W Z 5 /E" TYPE 'X' GYP. E►D. 5Y 6.C, PROP vi'. MUDS P=ROM SUSP. ORiD IE SOFFIT STUDS MAY NOT BE AN.1.14omeo TO DEM. 10 E. DOUBLE TIE RUNNER TO STPwG. TU1ea ABOVE. BLOCK FOR JI PIXY. ANCHOR TO DEMISING. WALL - CO- - ORDINATE HGT. w/P" IXT. CONTR. 4 INT. ELEVATION . SHEET. SACK - COUNTER BY PIXT. CCENTR. LEASE LINE Ed, DEM. WALL WALL SECTION EXISTING DICK STRUCTURE. VERIFY METHOD OF BRACE ATTACHMENT WITH LANDLORD. BLACK IRON Tie Wilms SUPPORT CONT. L3• e.G. 48" VARIES ssEE R.G.P'. tomovioe (2) ADDITIONAL TIE WIRES a 4BE O.G. TO STRUGT. SPLAY 0 45 ° . VARIES SEE R.G.P. - 5/8" TYPE 'X' SYF'. BD. ON 5 5/8" x 200A. MTL. STUDS i6" D.G. EXIST. 5 -5/8" MET. STUDS (5Y L.L.) OLD" MN. PLlR. SCALE: I /2" s 1 -0" n 2 MALL BULKHEAL?/9TRUGTURE VERIFY LOCATION 4 VARIES elf x 20 I A. MTL. STUDS 0 52" O.G KIGKLED BACK TO STRUCTURE a 45 ANc3LE MAX. 12'_0" TYPICAL REVEAL PROVIDE I26A. PERIMETER HANGER HIRES AT TERMINAL END OP EACH GROSS AND MAIN RJJNW R SPACED A MAX. OF 8" FROM EA. WALL NOTL* 1 RESTRAINT NIKES AND STRUT MALL ESE PLACED 12'-O" O.G. IN BOTH DIRECTIONS WITH TEE FIRST POINT WITHIN £,' -O" FROM EACH WALL. GUSP. 5/8" TYPE 11X" GYP, ED. GLO. 5/ ®11 rry " SYPSUM so. OVER 4 K 2Q 6A. METAL STUDS • 16" D.G. TENANT E : \• /EE,[� N� KO LA YLa�CL JOIST I l Nor PERM I TT�� l STRUT TO OCCUR WITHIN 2" OF SPLAYED WIRES. NALL/DEGK -- MAP t8 6A. WIRE AROUND 6orroM OF .JOI:+T OR G- CHANNEL SUSPENDED GYP. BD. CEILIiNG . DETAIL. 12 A. SUSPENSION y WIRE° ALONG EA. !RUNNER 0 4'-0" O.G. EACH WAY. 5 = 1' -0 LATERAL RESTRAINT AND S'USP'ENDED CEILING NO SCALE x 20 eA. MTL. rRAMIN6 • 16" o.0 - !/4" GLR. .ABS 6 MIRROR BAND ON 5/8" TYPE "X" GYP. BO. BY TEN. 6.G. 14 -0 "AL FASCIA g /4 e x 5/4" 151..K. /.._.�__._. A "i;OD. REVEAL 5/8" Ty 'X' GYP. BD. 12' -0" 1 STOREFRONT 1/2" CLEAR TEMP. GLASS MALL P°IN. FLR.Y 11/2" SLACK IRON C.- CHANNEL 9/8' MTL. HAT CHANNELS 5/811 T 11X" SYP. ESD. 11/32" x 1 -1/2" COLD ROLLED Ifs OA. CHANNEL a 48" O.C. WHEN JOIST FRAMING EXCEEDS 4'-6 ". TIE TO JOIST W/8 6A. WIRE TO E501T CHORD -- 12 6A. WIPE SPLAYED 90 DEExRees FROM EACH OTHER, 4 NAYS. LOCATE FIRST POINT OP BRACING 6'-0" FROM EACH INALL. SIREN ANGLE I" x I" x I /b" WITH 5/1660 SELF- TAPPING SGREt'V AT EACH END. EXTEND OR SEND ANGLE I1/52" x I -I/2" GOLD ROLLED 166A. RUNNER CHANNEL +!a 4e?' O.G. 1A/ID 6A. TIE WIRE SUSPENDED 5/6" TYPE "X" GYP. BD. GLEE OVER WEE x20 6A FURRING CHANNELS 0 16" O.G. 4 VARIES k x 20 GA. MTL. SUDS a 52' 0.6 KICKED BACK TO STRUCTURE 0 45 MOLE MAX. ---� 5/8" TYPE 'X' SUSP. GYP. BD. GL6. .44E2' 011 - - - A.P.F. S "x5" 5TL. TUTEE PROVIDED 4 INSTALLED BY ROLLING GRILLE MANUFACTURER. Ps".. E TO LANELORt35 STRECEER . 8 0 "x1' -0" ROLLING GRILLE, VERIFY PRIOR TO INST ✓0ON6T. RECESS GRILLE MIN. 2" INTO SLOT ANOD. ALUM. GLAD ROLLING GRILLE JAMB BEYOND. E3LACK ANOD. ALUM. STOREFRONT BASE TENANT METAL STANDARDS (TYPE ADJUSTABLE WOOED SHELF (TYPE WALL SECTION MALL BULKHEAD/STRUCTURE VERIFY LOCATION. 1 �+- ---- LEASE LINE 2x WOOD BLOCKING LADDER RAIL SUPPORT CLIP LADDER RAIL STOCKROOM SHELF SUPPORT CLiP 9 0 TOCBOQM SHELF ELEV. SCALE: I /2" I/4" GLR. &LASS MIRROR BAND ON 5/8" TYPE "X" GYP BD. BY TEN. 6.C. WINDOW BEYOND MALL °E12 To c3 " 4\Vi'4 '3 FI, ADVITIONA L, IHF M4\Ti OH . I4� -O P'ASGIA " 0 5/4" x 5/4" BLK. ANOO. REVEAL 5/8" TYPE 'X' GYP. BD. _ 12 -O" MALL SOFFIT \ f` A.F.F. 1 ZOLOTONE FINISH OVER HEAVY STIPPLE FINISH OVER MOP t TYPE "X" GYP. BD. - 4" x 406A METAL STUDS m Ib" D.G. JEE-- SEE ELEV'S. rot LOCATION OF SIGN 6 SOFFIT C r o1 — D 11 FIN. PLR.E `GALE: 1/2" U 1' -0 4 TAPE # MUD PENETRATION (TYPJ EXTEND GYP. BD; N.T.S. TO DECK 14}ERE IHR sear. ONLY. — PROVIDE J -BOX IN STORAGE ROOM 4 EXTEND W/FLEX CON- DUIT FOR CONCEALED INSTALLATIO'I•:. FIXTURE BY STORAGE EXISTING DECK, VERIFY AGGEPTABLE METHOD Or SOFFIT STUD ATTACHMENT W/ LANDLORD 4 VARIES '1 ' OA. METAL STUDS 3211 O.G. KICKED BACK TO STR CTURE. -` 5/8" TYPE "X" ELSE. GYP. BD. GL6. SEE INT. ELEV. FOR LOCATION OP 2'x2' MIL.GOR ACCESS PANLEL FLUSH MTD. PAINT TO MATCH SOFFIT. 5/8" TYPE 'X' 6Y P. E. i/2" MOE OVER 5/8" TYPE 'X' GYP. 151E. 0/ MET. STUDS. TENANT DBL. TU5E FLUOR. LTS. a i2• O.G. SEE ELECT. I LIBRARY ( WALL SECTION ��. •'..{ h* ?; {.,� �,� ! y� +� �•kr ,.. ..+',r , y=S . i� �. ..sV"� t4 5. y3 " 1 LV 4i� r .� �'�� <. ., fit ; a�a �y'' ✓�s. 7Y 11111 `,1 1.11 1I!IIII If dill ItItli 111.11111111 III' 1 1 1 l I IIIlI) 0 16 YHS INCH 1 2 ' 3 4 5 6 7 NOTE: If the microfilmed document is less clear than this 1), notice, it is due to the quality of the original document. 0€ 6: Ele LZ 9Z B 1 7Z ' CZ ZZ lZ 0e, 6l 8t LI 9L SL it et z U 0, 6 IIIIIIiIIIIIIIIiiIIiIIIII!I iIIlllIIIiilIIlllililiihiilllii !III! 1811i 111 1! I1M1i!!!!!!! ll li! i1IIIIi !!1!I11111i1 iiIiililli II IIIIiIiIIIIIIIIIIII IIIIIIIIIIIiiiillillili II II 11 .�. iii 1111 lI1fl' I11i11111Iii1111111 11l111(1I11111I1l1,111I11 9 10 11 1441EINGERNAW1 12 8 L II 9 !! S C 111'11111111u !!!li1111 ilillO!!!llll ►11!Lli!III1I!IIl!IIllil!!!!!! `f 4. !Z E,,EEE ti:.: PLEXIGLASS LENS SKYLITE SURROUND SY P.C. VALENCE BY 3Y P.G. SET TRIM I" LSAGK FROM FACE OF SOPPIT (TYP SEE R.C.P. E/8+" TYPE "X" GYP. BD. 0/ 5 5/854206A. METAL STUD SOPPIT FRAMING', TYPICAL ® 16" O.G. ,ImFsta that !Ooa i re C Ot a I- HOUR WALL. ONLY k' HER Re- QUIREP BY L.L., 5/8" TYPE "X" GYP. BD. BD. ON 5-5/8" MTL. STUDS a 16" O.G., EXTc ND GYP. BD. PULL HEIGHT STORAGE SIDE. RECEIVED PI RMIT CENTER I EE PLAN 0/11/ '3i, 1MOV S TATE Qr EASHMIGT Q MALL BULKHEAD/SMUG I'URE // f-- MELD VERIFY EXACT LOCATION ,ALE: i /2" = I/4" C A. GLASS MIRROR BAND ON 5/8" TYPE "X" GYP. f3D. BY TEN. G.G. 14'-0" FASCIA E---5/4" x !3/4" BLK ANOD. REVEAL 5/8" TYPE 'X' GYP. 517. __ 12E0" MALL SOFFIT ZOLOTONE FINISH OVER HEAVY STIPPLE FINISH OVER M✓P 4 TYPE "X" GYP. BD. 4" x 206A METAL STUDS ® kb" O.G. TYP. U.N.O. (y1 /1! SOFFIT - INVERTED b" STUDS FOR GATEALK ACCESS TO SIGN MAX. I" SPACE. 5/8" GLR. TEMP. GLASS MALL DISPLAY CASE, GRANITE TILE OVER 1/2" "WONDERSOARD" 4 5 /E," TYPE "X" GYP. BD. 5' -0 DISPLAY DECK Y GRANITE TiLE OVER I/2 "WONDERP3OARD" FACE Of NEUTRAL. PIER BEYOND. a1 - FIN. PLR. LEASE LiNE 3408 ausveo SOPPIT K1�G11 A.F.P. - a 1 - ^11 PIN. FL.R. SCALE: 1 /2" = 1 12' -e, 5/4" A.P.P. if. SUSP. 5 /E+ TYPE "X" GYP. 6D. CLG. IO -3a'I EL A.P.P. '11 ;010 \ JE D S1 � 2 \99\ 4 i.0 tsCi En 80.01 F BINDING ORDER 11. p 0 gg Of O ■ 0 2 let 12 er Z fri X ItI — M 04 he 0 M r iz I %f'.s198$ EP1TtON 4`P THE UNIFORM OVA DING CODE. a1{' A1. $IRUC:TUFIAt.. STCEt. SHALL BE'ASVM A36 (r"y 30 KSI)• ALL PIPE STEEL STALL BE ASTM MO1 'cry ° 3 K`TI) OFl ASTMi,9 A53, TYPE E OR S, GRADE B (Fy a 35.1(51)• ALL TUBt STEEL. SHALL BE ASTM A600 (Ey, 40 KSI).ALL BOLTS SHALL 8E ASTM A307. UNLESS NOTED OTIRERWISE, ALL CONSTRUC- TION PER LATEST Al SC RANDBQOK ALL EXPANSION AND EPDXY DOLTS TO HAVE t.C,E3,O. RATING FOR MATCfIAL INTO WHICH INSTALLATION TAKES PLACE, ALL REr=ERE.NC1 TO HEADED STUDS SHALL ,BE AUTOMATIC WELDED HIGH STRENGTH HEADED STUDS. HEADED STUDS SHALL CON• FORM TO AIL REQUIREMENTS OF THE tA1EST EDITION OF THE 'RECOMMENDED PRACTICES "'OR STUD WELDING" AND THE 'STR'UCTURAL WELDING CODE" PUBLISHED BY AWS. ALL DOL ANSI -?CSR BOLTS., EXPANSION BOLTS, ETC. SHALL EJE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOE.FS (N STEEL SE=CTIONS, AR HIGH STRENGTH ROL'L`ING SHALL BC INSPECTED BY AN ttv(Xi tt NOENT TESTING LABORATORY. ALL MELDING SHALL BE PERFORMED BY '‘AilitDEITS HOLDING} VALID CERTIFICATES AND HAVING CURRENT ! :XPEf!ir NCE IN THE TYPE or vita) 5HQWN C1N T1 IE 1)ITAW1NOS On NO tt~;'. C: CT3TIFIC;A1CS CII FEE TI -LOSE ISSUED T3 ( AN AO.CE TFD TESTING AGENCY. ALL VW:LO NG DONE BY I r0 SERIES 1.OW HYDROGEN RODS UNLESS 'NOT'ED OTHERWISE FOR GRADE 60 REINFORCING BATWS, USE E90 SERIES. lAL.L' WELDING FELT ' WIEST AMERICANWELDINtG SkX1E W STANDARDS, (EXCEPT STEEL JOISTS AND .}GIST GIRDERS' SI1ALi:. COMPLY WITH SJl STANDARDS). THESE DRAWINGS DO NOT DISTINGUISH F +ETWE=FPI SLIOP AND 1•tI I) WET 'TT IE CONTRACTOR MAY BM WLLL) OR FIELD WELD Al HIS l;l', SHOP'WELDS AND FIELD WEI.PS SHALE. BE SHOWN ON THE SI TOR DRAWINGS SUBMITTED FOR REVIEW. ALL FULL PENETRATION WELDS SI LAO., 88 TESTED AND CERTIFIED BY AN LNOCJ'ENUENT TESTING. LABORATORY. ( €,,.Q814.i U S.T QQT.UB.aL J Vii_ Ff33t ltNQ; ALL COL.D•F''()RME:C) S TE -1'EL FRAMING SHALL BE FABRICATE() AND ERECTED IN ACCORDANCE WITH MA.NUF=ACTUfiER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN or Cow-FORMED U i;L STRUCTURAL MEMBERS" fw Tt Its .AMEIIICAN IRON AND S TEEEL INSTITUTE. STEEL FOR 14 AND 16 GAGE STUDS AND JOISTS. AND FOR ALL DIAGONAL TENSION STRAPS SHALL HAVE A 14T1NHMUM YIELD STRENGTH OF 50 KSI, STEEL FOR ALL 18 AND 20 (37: GE STUDS AND JOISTS, AM) FOR at. GAGE=S OF 'TRACK, ACCESSORIES AND BRIDGING SHALL I HAVE A MINIMUM YNI . t) STRENGTH OF 33 KSI. STEEL SMALL BE r3) LVRNIZE:D AT LOCATIONS I::X'F'OSED TO WEPTHE.11 ANC WE•1LhJE`;`.R NOTED; ALL STE,,D$ SHALL_ BE SECURELY SEATED FOR FULL END BEARING ON TOP AND COTTON TRACK. UNLESS NOTED OTHERWISE. PROVIDE DOUBLE STUDS AT AU JAMBS, CORNETTS, INTURSCCT ION S, BEAM t ?EANIN(Js AND JOIST BEARINGS. Bf1:DOINO +BALL t3E INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH TFfE FOLLOWING MINIMUM REQUIREMENTS. FOR wit 15 WITH NO AXIAL_ LOAD, PROVIDE BRIDGING AT MID - HEIGHT FOR WALES LESS 'THAN OR EQUAL TO 1O' -CI" HIGH, AND S'•0" O,C. 1 FOn?WALL..S GREATER THAN 10'0" f1 GH. FOR AXIAL LOAD BEARING WALLS, PROVIDE BRIDGING EQUALLY SPACED A 4` -0" MAXIMUM. IN, AOOITK)N, BRIDGING; SHALL BE. PROVIDED Al ROOF LINES AND ELSEWHERE .. r DRAWINGS. "f BLOCKING r 4 LIE .0 NOTED ON THE. R.'tWI GS. S ©�. D T3�.00K h G � fALL BE INSTALLED IN L 1rU C) F BRIt.JT3ING w i_fitE Nol ED ON THE DRAWINGS. I i.A RR I ��'� Est TO COLUMN G2E1 TTON (3 ,V ES: 1. IS COLUMN • SEE: PLAN. 2. PLATE 4 I/2 X 4 I /2" X 3/8" WITH 2" 0 HOLE, IN CENTER TO FIT OVE1k 8Ol T . 3 . PLATE 5" X 5" X `3/8" W I T H 6i - '5/8" 0 EXPANSION ROE T WITH 2 3/4 EMBEDMENT. 4. EXISTING CONCRETE SLAB. 5. TYPICAL EACH SIDE. NOTES: L T:S, 12 X 4 X 1/4. 2; • 1/4' CAP PLATE. -V2) ;I. LS. 4 X 4 X 1/4, NO SCALE . NO SCALE GENERAL STRUCTURAL NOTES . SItALL HAVE T11E' FOLLOWING MINIMUM PROPERTIES: FY I. QAgE (E Sa STUDS 4' ,JU!E31 S ...... -.. - fu TRACKS BRACING SCREWED COL D OFiMED TO COW FORMED CONNECTIONS SHALL BE DONE WfTH A 3/8" DIAMET- PR INOEN TED HEX WASHER HEAD AND // 10 SHANK. LENGTH 3/4 ". Sa r L•wE ;t) CQLO•f=OHME:t) TO TUBE SECTION" CONNECTIONS SHALL BE DONE WITH *10 - 16 X 3/4' HEEXWAS1 -IF :R LEAD TEKS /3. .Q1Pa tai krt)130; AT 1`ACHMEN T TO STEEL STUDS AND JOIST SHALL BE DONE WITH A 5/16" FLARE=D Tiviri SCREW WITH A *3 SHANK AT U.C. LENGTHY'. ' A`s' _4 ��� Tali,• ,!v_,, SHOP DRAWINGS 'WALL BE SURMETTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAt. SPECIFICATIONS. Tt IE; CONTRACTOR SE iAL I. REVIEW ALL SHOE' DRAWINGS PRIOR TO SUBMITTAL ITEMS NOT IN ACCORDANCE WITH CONTRACT DRAWINGS Si TAI BE PLAGGEf) Uf'ON t!IS flEVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY C=HANGE=S, St-JEIS1 OR DEVIATIONS FROM ORKGINAI. CONTRACT DRAWINGS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR, ANY OF THE AF ()R MENTIONED W1 ITCH AE1E NOT CLOUDED OR RAGGED BY SUDMITTING PARTIES, St TALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S 3 REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO ORIGINAL DRAWINGS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT O]RAWINOS, ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NCYt FTJi GC,CD BY THE STF1iUCTUJRAL, E'NGINEE'R OR ARCHITECT APE NOT' E0 I:3K CONSIDERED CIIANOES 10 ORIGINAL CONTRACT DRAWINGS. IT IS TIME CONTRA- CTOR RESPONSIBILITY TO MAKE SURF ITEMS ARE CONSTRUCTED TO ORIGINAL. DRAWINGS. THE AOEOt..IACY OF ENGINEERING DESIGNS AND LAYOU f PE"RrOfiN.1E.D BY OT} !FRS RESTS WITH THE DESIGNING Oft SUBMITTING AUTHORITY. REVIEWING! IFJ INTENDED ONLY AS AN AEI) TO 11 tE CONTRACTOR IN OBTAINING CORRECT 5HOi DRAWINGS. ITE::Sr"'C.iNSIBIt.I TY FOR CORRECTNESS SI !ALL REST WITH TI fE:. CONTRACTOR. L f 20 20 14 16 T . S . SUPPORT AT TOP 33 33 50 33 BRACE TO EXISTING CONCRETE FLOOR i II .340 r 0 1 ..'• r ..04 .601 1.743 .0131 NOTES: I. EXISTING CONCRETE FLOOR. 2. STEEL ANGLE 2 X 2 X 3/16 X 0`--3" LONG 'W TH 2 - 3/16" 0 x 1' LONG RAMSET INTO CONCRETE AND 2 SCREWS INTO STEEL STUD BRACE. 3. USE SAME SCREWS AS FOR BRACE CONNECTION AT E=XISTING STEE=L STUD SOFFIT. • `T. STEEL STUD BRACE. C4 X 20 GAGE Al 32" O.C. NO SCALE. NOTES: I. EXISTING STEEL ROOF JOIST. 2. STEEL ANGLE 3" X 3" X I /4" OF TUBE STEEL WITH 5/8" 0 BOLTS. 3. 4 ", w- •••.�. # THE NT RACT STRUCTURAL DRAWINGS AND SPECIFICATIONS PEPRESENT THE FINISHED STI UC- T ORE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PRO. VIDE A L L ME'A$LIIIF:S NECESSARY TO PROTECT THE STRUCTJRE DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE=, BI.1T NOT BE. LIMITED) TO, BRACING, SHORING FOR LOADS DUE TO CONS'FI1r k:I ION EQUIPMENT, Ic FL. TI!E STRUCTURAL ENGINEER SI !AI-I NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUE=S, SEQUENCES FOR PROCEDURE OF CONST'iRL1C OR THE SAF l :T`Y PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SI•U'Lt.. OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OP THESE f i ElIv1S). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTIiUCT10N. LOAD St TAR NOT CXt:,EE_D TtlL DESIGN LIVE LOAD PER SQUARE FOOT, MERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS St TALL BE PIE LATEST EDITION AND /CR ADDENDA. E.STABLISi1 AND VERIFY ALL OPENINGS AND INSERTS ron ARCHITECTURAL, MECHANICAL PLUMB- ING AND ELECTRICAL WUH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONS THUS EON OP I IOW; ARE E 011 COT\IT RAC TOU'G CONVENIENCE, II' E IE (;ROOST :-1:3 AN STET ION, CON TRACTOR SHALL ESL TIE: PONrilfll.E. FOR ALL NECESSARY CHANGES AND SHAH. C OCJIZDINATE_ ALL DETAILS. NOTES AND DE 'TAIL S ON bRA'WINGS SHALL TAKE PRECEDENCE OVER GENERAL UREIC TURAL NOTE,', AND TYPICAL DETAILS. W'HEFIEE NO DETAILS ARE SHOWN. CONSTRUCTION SHALL CON- f'0110.4 T()' ;1t�1!! It IE PR%)JFC1. CONTRACTOR .'BALI. LE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITEC- Tt,IRAI. T)RAW ;tJ(.i.`,i PI11011 TO START OF CONSTRUCTION RESOLVE ANY DISCREPANCY WITH THE APCI !I ! E:C1 TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, f3UT APPLY UNT ESS NOTED OTHER- WISE. LV1 It :Fir:. nI ;cnrrANC ;IE S OCCUR BETWEEN F'1 ANS. DETAILS, GENERAL. STRtJCTURAL NOTES AND SPECIF: CATION ;, THE 3RE-ATFT3 fTN=:(XJ!RE ;MEN S SHALL. GOVERN. ANY EN(. INE:Ef'IF 1O [)F SI(N, PROVIDED BY ()THEFTS AND 5UE3M1 TrlEI:1 FOR REVIEW, SHALL BEAR THE ::EAI. OF AN ENGINEER REGISTERED IN THE STATE OF WA : "111INOT(71v. (3 STEII. MST 10 STEEL (€AM ____.,, ( y.... STE=EL STVO TO STEEL JCAST NOTES: 1. SIMPSON STRAP SA34 AT 4'-11` 0.0 v,1TH 1 SCREWS AT EACH C�ve� r(CTI SU" t °,.+ICitE <- ::s..z G.S.N. FOR SCREW SIZE. ?. T.S. BEAM •- SEE PLAN FOR SIZE. 3. SIMPSON ANCHOR H2.5 EACH SIDE AT EACH JOIST WTEI 2 SCREWS AT EACH CONNECTION - SEA G.S.1N, FOR SCREW SIZE. 4. STEEL ,HOIST - SEE SECTIONS FOR SIZE AND SPACING. NOTES: 1. STEEL JOIST CG AT 16" O.C. 2. Ct WOOLS 14 3. 2 SCREWS PER SEE G.S.N. FOR BRACE. STEEL. S UD C4 At 16" 0.C. NO SCALE X 20 CAGE X 2() GAGE ►,C . ^, Wit. GAGE TRACK -- TYP. CONNECT SIN -- TYP. SCREW SIZES. (3g ti \ L .401i 1. E: ;XIS•ING LANDLORD FRAMING. 2 STEEL JOIST C6 z 20 GAGE O 16" O.C. 3. STEEL STUDS C4 x 20 GAGE O 16" 0.0 '1 -(4) FRAMING PLAN"! ,w.w.•+�•. Al.!. 1 4 • - _ 0 I s 7) --- -/,�,_ 0w f ' l er n . ?�, �' iXr . i ..•. t.A t� . .." i,t I 1 I l r r - 'r IIII�IIIIIIIIIIIIII 'IIIIilt ;�IIIIIII�'III}h :I -V 1111ll i Il1 I III iii 111111 111 I III I III I III I II! I II I fli 1 0 THa INCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this • notice, it is due to the quality of the original document. 06 6Z 8G LZ 9E, 5Z VE CZ 7,Z LE 0e 61 8L LI 91 91 7l el Z1 1E. 01, 6 8 I I I E I : I I I I I I I I ! I I IIiI!IIl f ilfiI ii ii! jliiff! fff1111111fifilriii1iII !lilil�Ifiilji�I�liil .. . ry �,.. 1 1 III'III�IIIIiII�IIIl IIIIlillliIIIII 9 10 11 LMDE 12 9 s 4 7 e z t PIW0 1111111 :,lJlf►ilfl1i!iI!fiilJI1!!I !!1I ll}ln1iiillllff11n1!! 1 *4 ‘;' -- "\ y \1, L 3 ) SECTION EMU SOrF;T ---(1) r' 4, STEEL STUD. BRACE C4 x 20 GAGE 0 32` 0.C. 5. CONTINUOUS TRACK BLOCKING. NOTE: ALL CONNECTIONS TO BE MADE WITH 2 SCREWS PER COMET; TION- SECTI(!N TliRii SofflT S£ C.S. FOR S CRE W SIZES FLU SCALE' 1. • EXISTING LANDLORD FRAMING. 2. STEEL JOIST C4 x 20 CAGE O 16" 0.C. 3. STEEL STUDS C4 x 20 GAGE • 0 16" 0.C. 4, STEEL STUD BRACE Cif r. 20 GAGE • 32` O.C. LOW Ikblcrrat IRX34;Piltteib r to rea • NO 'SCALE --....1F �1.;Y,W�4' AQV c,Ci St? 2. 3:it RECEIVED OF TUKWILA p u 6 199 PERMIT CENTER Lin fly Z e j III Ma 0 1� Z 4 Fon cc 08-28-91 AS NOTED z 0 1 J < o z L Z 0 Z U IJ I S i z T CA tt SO TURLEY SCOTT INC. conSulttng atr>icilirnl engincerN ?5OQ thvlh .Nth Slreet Sod* 300 PhaInn, A.� {+x 850E VI - -3999 6( ;7. - 19 fl949(F ox) E'F'•`a J :CT NUMBER. y.1-52O - .. TPP`OJECT MANAGER Hi PROJECT - ENGINEER HF - 0 EC DRAFTER PJ T{ CE .,. x r iz I %f'.s198$ EP1TtON 4`P THE UNIFORM OVA DING CODE. a1{' A1. $IRUC:TUFIAt.. STCEt. SHALL BE'ASVM A36 (r"y 30 KSI)• ALL PIPE STEEL STALL BE ASTM MO1 'cry ° 3 K`TI) OFl ASTMi,9 A53, TYPE E OR S, GRADE B (Fy a 35.1(51)• ALL TUBt STEEL. SHALL BE ASTM A600 (Ey, 40 KSI).ALL BOLTS SHALL 8E ASTM A307. UNLESS NOTED OTIRERWISE, ALL CONSTRUC- TION PER LATEST Al SC RANDBQOK ALL EXPANSION AND EPDXY DOLTS TO HAVE t.C,E3,O. RATING FOR MATCfIAL INTO WHICH INSTALLATION TAKES PLACE, ALL REr=ERE.NC1 TO HEADED STUDS SHALL ,BE AUTOMATIC WELDED HIGH STRENGTH HEADED STUDS. HEADED STUDS SHALL CON• FORM TO AIL REQUIREMENTS OF THE tA1EST EDITION OF THE 'RECOMMENDED PRACTICES "'OR STUD WELDING" AND THE 'STR'UCTURAL WELDING CODE" PUBLISHED BY AWS. ALL DOL ANSI -?CSR BOLTS., EXPANSION BOLTS, ETC. SHALL EJE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOE.FS (N STEEL SE=CTIONS, AR HIGH STRENGTH ROL'L`ING SHALL BC INSPECTED BY AN ttv(Xi tt NOENT TESTING LABORATORY. ALL MELDING SHALL BE PERFORMED BY '‘AilitDEITS HOLDING} VALID CERTIFICATES AND HAVING CURRENT ! :XPEf!ir NCE IN THE TYPE or vita) 5HQWN C1N T1 IE 1)ITAW1NOS On NO tt~;'. C: CT3TIFIC;A1CS CII FEE TI -LOSE ISSUED T3 ( AN AO.CE TFD TESTING AGENCY. ALL VW:LO NG DONE BY I r0 SERIES 1.OW HYDROGEN RODS UNLESS 'NOT'ED OTHERWISE FOR GRADE 60 REINFORCING BATWS, USE E90 SERIES. lAL.L' WELDING FELT ' WIEST AMERICANWELDINtG SkX1E W STANDARDS, (EXCEPT STEEL JOISTS AND .}GIST GIRDERS' SI1ALi:. COMPLY WITH SJl STANDARDS). THESE DRAWINGS DO NOT DISTINGUISH F +ETWE=FPI SLIOP AND 1•tI I) WET 'TT IE CONTRACTOR MAY BM WLLL) OR FIELD WELD Al HIS l;l', SHOP'WELDS AND FIELD WEI.PS SHALE. BE SHOWN ON THE SI TOR DRAWINGS SUBMITTED FOR REVIEW. ALL FULL PENETRATION WELDS SI LAO., 88 TESTED AND CERTIFIED BY AN LNOCJ'ENUENT TESTING. LABORATORY. ( €,,.Q814.i U S.T QQT.UB.aL J Vii_ Ff33t ltNQ; ALL COL.D•F''()RME:C) S TE -1'EL FRAMING SHALL BE FABRICATE() AND ERECTED IN ACCORDANCE WITH MA.NUF=ACTUfiER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN or Cow-FORMED U i;L STRUCTURAL MEMBERS" fw Tt Its .AMEIIICAN IRON AND S TEEEL INSTITUTE. STEEL FOR 14 AND 16 GAGE STUDS AND JOISTS. AND FOR ALL DIAGONAL TENSION STRAPS SHALL HAVE A 14T1NHMUM YIELD STRENGTH OF 50 KSI, STEEL FOR ALL 18 AND 20 (37: GE STUDS AND JOISTS, AM) FOR at. GAGE=S OF 'TRACK, ACCESSORIES AND BRIDGING SHALL I HAVE A MINIMUM YNI . t) STRENGTH OF 33 KSI. STEEL SMALL BE r3) LVRNIZE:D AT LOCATIONS I::X'F'OSED TO WEPTHE.11 ANC WE•1LhJE`;`.R NOTED; ALL STE,,D$ SHALL_ BE SECURELY SEATED FOR FULL END BEARING ON TOP AND COTTON TRACK. UNLESS NOTED OTHERWISE. PROVIDE DOUBLE STUDS AT AU JAMBS, CORNETTS, INTURSCCT ION S, BEAM t ?EANIN(Js AND JOIST BEARINGS. Bf1:DOINO +BALL t3E INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH TFfE FOLLOWING MINIMUM REQUIREMENTS. FOR wit 15 WITH NO AXIAL_ LOAD, PROVIDE BRIDGING AT MID - HEIGHT FOR WALES LESS 'THAN OR EQUAL TO 1O' -CI" HIGH, AND S'•0" O,C. 1 FOn?WALL..S GREATER THAN 10'0" f1 GH. FOR AXIAL LOAD BEARING WALLS, PROVIDE BRIDGING EQUALLY SPACED A 4` -0" MAXIMUM. IN, AOOITK)N, BRIDGING; SHALL BE. PROVIDED Al ROOF LINES AND ELSEWHERE .. r DRAWINGS. "f BLOCKING r 4 LIE .0 NOTED ON THE. R.'tWI GS. S ©�. D T3�.00K h G � fALL BE INSTALLED IN L 1rU C) F BRIt.JT3ING w i_fitE Nol ED ON THE DRAWINGS. I i.A RR I ��'� Est TO COLUMN G2E1 TTON (3 ,V ES: 1. IS COLUMN • SEE: PLAN. 2. PLATE 4 I/2 X 4 I /2" X 3/8" WITH 2" 0 HOLE, IN CENTER TO FIT OVE1k 8Ol T . 3 . PLATE 5" X 5" X `3/8" W I T H 6i - '5/8" 0 EXPANSION ROE T WITH 2 3/4 EMBEDMENT. 4. EXISTING CONCRETE SLAB. 5. TYPICAL EACH SIDE. NOTES: L T:S, 12 X 4 X 1/4. 2; • 1/4' CAP PLATE. -V2) ;I. LS. 4 X 4 X 1/4, NO SCALE . NO SCALE GENERAL STRUCTURAL NOTES . SItALL HAVE T11E' FOLLOWING MINIMUM PROPERTIES: FY I. QAgE (E Sa STUDS 4' ,JU!E31 S ...... -.. - fu TRACKS BRACING SCREWED COL D OFiMED TO COW FORMED CONNECTIONS SHALL BE DONE WfTH A 3/8" DIAMET- PR INOEN TED HEX WASHER HEAD AND // 10 SHANK. LENGTH 3/4 ". Sa r L•wE ;t) CQLO•f=OHME:t) TO TUBE SECTION" CONNECTIONS SHALL BE DONE WITH *10 - 16 X 3/4' HEEXWAS1 -IF :R LEAD TEKS /3. .Q1Pa tai krt)130; AT 1`ACHMEN T TO STEEL STUDS AND JOIST SHALL BE DONE WITH A 5/16" FLARE=D Tiviri SCREW WITH A *3 SHANK AT U.C. LENGTHY'. ' A`s' _4 ��� Tali,• ,!v_,, SHOP DRAWINGS 'WALL BE SURMETTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAt. SPECIFICATIONS. Tt IE; CONTRACTOR SE iAL I. REVIEW ALL SHOE' DRAWINGS PRIOR TO SUBMITTAL ITEMS NOT IN ACCORDANCE WITH CONTRACT DRAWINGS Si TAI BE PLAGGEf) Uf'ON t!IS flEVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY C=HANGE=S, St-JEIS1 OR DEVIATIONS FROM ORKGINAI. CONTRACT DRAWINGS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR, ANY OF THE AF ()R MENTIONED W1 ITCH AE1E NOT CLOUDED OR RAGGED BY SUDMITTING PARTIES, St TALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S 3 REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO ORIGINAL DRAWINGS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT O]RAWINOS, ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NCYt FTJi GC,CD BY THE STF1iUCTUJRAL, E'NGINEE'R OR ARCHITECT APE NOT' E0 I:3K CONSIDERED CIIANOES 10 ORIGINAL CONTRACT DRAWINGS. IT IS TIME CONTRA- CTOR RESPONSIBILITY TO MAKE SURF ITEMS ARE CONSTRUCTED TO ORIGINAL. DRAWINGS. THE AOEOt..IACY OF ENGINEERING DESIGNS AND LAYOU f PE"RrOfiN.1E.D BY OT} !FRS RESTS WITH THE DESIGNING Oft SUBMITTING AUTHORITY. REVIEWING! IFJ INTENDED ONLY AS AN AEI) TO 11 tE CONTRACTOR IN OBTAINING CORRECT 5HOi DRAWINGS. ITE::Sr"'C.iNSIBIt.I TY FOR CORRECTNESS SI !ALL REST WITH TI fE:. CONTRACTOR. L f 20 20 14 16 T . S . SUPPORT AT TOP 33 33 50 33 BRACE TO EXISTING CONCRETE FLOOR i II .340 r 0 1 ..'• r ..04 .601 1.743 .0131 NOTES: I. EXISTING CONCRETE FLOOR. 2. STEEL ANGLE 2 X 2 X 3/16 X 0`--3" LONG 'W TH 2 - 3/16" 0 x 1' LONG RAMSET INTO CONCRETE AND 2 SCREWS INTO STEEL STUD BRACE. 3. USE SAME SCREWS AS FOR BRACE CONNECTION AT E=XISTING STEE=L STUD SOFFIT. • `T. STEEL STUD BRACE. C4 X 20 GAGE Al 32" O.C. NO SCALE. NOTES: I. EXISTING STEEL ROOF JOIST. 2. STEEL ANGLE 3" X 3" X I /4" OF TUBE STEEL WITH 5/8" 0 BOLTS. 3. 4 ", w- •••.�. # THE NT RACT STRUCTURAL DRAWINGS AND SPECIFICATIONS PEPRESENT THE FINISHED STI UC- T ORE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PRO. VIDE A L L ME'A$LIIIF:S NECESSARY TO PROTECT THE STRUCTJRE DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE=, BI.1T NOT BE. LIMITED) TO, BRACING, SHORING FOR LOADS DUE TO CONS'FI1r k:I ION EQUIPMENT, Ic FL. TI!E STRUCTURAL ENGINEER SI !AI-I NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUE=S, SEQUENCES FOR PROCEDURE OF CONST'iRL1C OR THE SAF l :T`Y PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SI•U'Lt.. OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OP THESE f i ElIv1S). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTIiUCT10N. LOAD St TAR NOT CXt:,EE_D TtlL DESIGN LIVE LOAD PER SQUARE FOOT, MERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS St TALL BE PIE LATEST EDITION AND /CR ADDENDA. E.STABLISi1 AND VERIFY ALL OPENINGS AND INSERTS ron ARCHITECTURAL, MECHANICAL PLUMB- ING AND ELECTRICAL WUH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONS THUS EON OP I IOW; ARE E 011 COT\IT RAC TOU'G CONVENIENCE, II' E IE (;ROOST :-1:3 AN STET ION, CON TRACTOR SHALL ESL TIE: PONrilfll.E. FOR ALL NECESSARY CHANGES AND SHAH. C OCJIZDINATE_ ALL DETAILS. NOTES AND DE 'TAIL S ON bRA'WINGS SHALL TAKE PRECEDENCE OVER GENERAL UREIC TURAL NOTE,', AND TYPICAL DETAILS. W'HEFIEE NO DETAILS ARE SHOWN. CONSTRUCTION SHALL CON- f'0110.4 T()' ;1t�1!! It IE PR%)JFC1. CONTRACTOR .'BALI. LE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITEC- Tt,IRAI. T)RAW ;tJ(.i.`,i PI11011 TO START OF CONSTRUCTION RESOLVE ANY DISCREPANCY WITH THE APCI !I ! E:C1 TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, f3UT APPLY UNT ESS NOTED OTHER- WISE. LV1 It :Fir:. nI ;cnrrANC ;IE S OCCUR BETWEEN F'1 ANS. DETAILS, GENERAL. STRtJCTURAL NOTES AND SPECIF: CATION ;, THE 3RE-ATFT3 fTN=:(XJ!RE ;MEN S SHALL. GOVERN. ANY EN(. INE:Ef'IF 1O [)F SI(N, PROVIDED BY ()THEFTS AND 5UE3M1 TrlEI:1 FOR REVIEW, SHALL BEAR THE ::EAI. OF AN ENGINEER REGISTERED IN THE STATE OF WA : "111INOT(71v. (3 STEII. MST 10 STEEL (€AM ____.,, ( y.... STE=EL STVO TO STEEL JCAST NOTES: 1. SIMPSON STRAP SA34 AT 4'-11` 0.0 v,1TH 1 SCREWS AT EACH C�ve� r(CTI SU" t °,.+ICitE <- ::s..z G.S.N. FOR SCREW SIZE. ?. T.S. BEAM •- SEE PLAN FOR SIZE. 3. SIMPSON ANCHOR H2.5 EACH SIDE AT EACH JOIST WTEI 2 SCREWS AT EACH CONNECTION - SEA G.S.1N, FOR SCREW SIZE. 4. STEEL ,HOIST - SEE SECTIONS FOR SIZE AND SPACING. NOTES: 1. STEEL JOIST CG AT 16" O.C. 2. Ct WOOLS 14 3. 2 SCREWS PER SEE G.S.N. FOR BRACE. STEEL. S UD C4 At 16" 0.C. NO SCALE X 20 CAGE X 2() GAGE ►,C . ^, Wit. GAGE TRACK -- TYP. CONNECT SIN -- TYP. SCREW SIZES. (3g ti \ L .401i 1. E: ;XIS•ING LANDLORD FRAMING. 2 STEEL JOIST C6 z 20 GAGE O 16" O.C. 3. STEEL STUDS C4 x 20 GAGE O 16" 0.0 '1 -(4) FRAMING PLAN"! ,w.w.•+�•. Al.!. 1 4 • - _ 0 I s 7) --- -/,�,_ 0w f ' l er n . ?�, �' iXr . i ..•. t.A t� . .." i,t I 1 I l r r - 'r IIII�IIIIIIIIIIIIII 'IIIIilt ;�IIIIIII�'III}h :I -V 1111ll i Il1 I III iii 111111 111 I III I III I III I II! I II I fli 1 0 THa INCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this • notice, it is due to the quality of the original document. 06 6Z 8G LZ 9E, 5Z VE CZ 7,Z LE 0e 61 8L LI 91 91 7l el Z1 1E. 01, 6 8 I I I E I : I I I I I I I I ! I I IIiI!IIl f ilfiI ii ii! jliiff! fff1111111fifilriii1iII !lilil�Ifiilji�I�liil .. . ry �,.. 1 1 III'III�IIIIiII�IIIl IIIIlillliIIIII 9 10 11 LMDE 12 9 s 4 7 e z t PIW0 1111111 :,lJlf►ilfl1i!iI!fiilJI1!!I !!1I ll}ln1iiillllff11n1!! 1 *4 ‘;' -- "\ y \1, L 3 ) SECTION EMU SOrF;T ---(1) r' 4, STEEL STUD. BRACE C4 x 20 GAGE 0 32` 0.C. 5. CONTINUOUS TRACK BLOCKING. NOTE: ALL CONNECTIONS TO BE MADE WITH 2 SCREWS PER COMET; TION- SECTI(!N TliRii SofflT S£ C.S. FOR S CRE W SIZES FLU SCALE' 1. • EXISTING LANDLORD FRAMING. 2. STEEL JOIST C4 x 20 CAGE O 16" 0.C. 3. STEEL STUDS C4 x 20 GAGE • 0 16" 0.C. 4, STEEL STUD BRACE Cif r. 20 GAGE • 32` O.C. LOW Ikblcrrat IRX34;Piltteib r to rea • NO 'SCALE --....1F �1.;Y,W�4' AQV c,Ci St? 2. 3:it RECEIVED OF TUKWILA p u 6 199 PERMIT CENTER Lin fly Z e j III Ma 0 1� Z 4 Fon cc 08-28-91 AS NOTED z 0 1 J < o z L Z 0 Z U IJ I S i z If OP OUT 158-A6 FLOPPY: RED LAST DATE. 00 000 00 LIBRARY SALES / LIBRARY SCALE, I /4" t: I'-O" AT I , SEASONAL .0 BLOOK'E,3. a AT +8' -3" x LENSTH OP VALANCE TYP. SALES / LIBRARY SCALE, 1 /4" ¢ ILO" LIBRARY SCALE, I/4" = !' EL!GTRICAL OUTLETS REFER TO ELECTRICAL DRAWIN15E2 FOR ADDITIONAL. INFORMATION. SEE PIXT. PLAN 6.G. SHALL NOTCH BACK OF DESK SH!LP ----- STOCKROOM DESK LAY -OUT ,rr ASTRO / GEO S2 JUVENILE 4' -W" N.T.S. P -3 • TYP. SAW 11 1/2" = I' -0" MINERALS C 0 ILLUMINATED EXIT SISN. PAINT TO MATCH SOFFIT, W/ REMOTE BATTERY PACK BEHIND SOFFIT. O LIcSHT VALANCE. AUDIO SPEAKER. MOUNTINS HST. TO CENTER LINE OF SPEAKER. SEE: REPLEGTED CLILINE+ PLAN. PROVIDE SLATWALL, FULL HEISMT, 5eHIND FIXTURES AT THIS LOCATION (MD CONTINUOUS BASE (WHERE INDICATED). 5 /EE .1,,1E "X" M.R. E.YP. BD. (F ULL HEISHT). ON NEW PRAMINS. TENANT S.C. TO PROVIDE ADEQUATE ISAGKINS FOR SECURE INSTALLATION OF ALL ACCESSORIES. O ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL. NATIONAL, STATE. 4 LOCAL GOVERNING GQDES PERTAINI■E► TO HANDICAPPED ACCESSIBILITY. 0 INSTALL LIGHT WIRINS /CONDUIT TIGHT TO SIDE WALL OP FIXTURES; CON- CEAL W/ 'PALS' PANEL SIDE PROVIDED AND INSTALLED BY FIXTURE CON- 25 TRACTOR (TYPICAL). PROVIDE 'O F'Lf:X CONNECTORS. 10 SHELVES AND STANDARDS BY OI^NER ('TYPICAL). II 4" COVED BASE:, SEE FINISH SGHEDi1LE ID 24" x 56" MIRROR. BY CONTRACTOR. 18 PAPER TOWEL DISPENSER. 14 TOILET PAPER DISPENSER. I MIRROR BAND BY TENANT S.G. TOILET 42" &RAS BAIL. 36" SRAB BAR ROLL -UP GRILLE. 24 x 24" ACCESS PANIML, PAINT TO MATCH SOFFIT, CONGEALED FRAME. PL!XISLASS LENS. LINE OP WOOD TRELLIS AND SUPPORT ROD. PAINT RECESS P -4 ZOLATONE. SEE DETAIL 6 /Al. WALL MOUNTED ELECTRIC. WATER HEATER. 24 OPEN TO LIBRARY BEYOND. OPEN TO SALES AREA BEYOND. OPEN TO MALL BEYOND. 21 1/2" STOREFRONT :SLAMS C O SPIV SLAZINIS AT DISPLAY. 2 LOCATION OF REAR DOOR BELL - SEE ELECTRICAL DRAWINSS. 1€1)I BLACK ANODIZED ALUMINUM STOREFRONT BASE. TOILET 31 1/4" AIR SAP, TYP. 0 ENDS, CORNERS, 4 SEAMS. SRANITE TILE FINISH OVER 1/2" ':WOND!RBOARD" 4 METAL STUD PRAMINS. 33 PROVIDE WOOD TRIM GAP, MITER CORN1EI LS, PILL AND PAINT P -•3. 54 COORDINATE LOCATION OP POWER DROPS WITH ELEC.. PAii'i i RODS TO MATCH GI~ILINS. FIELD CUT IND. TRIM TO FIXTURE, TYPICAL. GYP. BD. TEXTURE - SMOOTH FINISH, TYPICAL. ALL WALLS $ C!ILINOS. SUPPLY AIR DIPI'USER, SEE MECHANICAL DRAWINGS. BLACK ANODIZED BASE! TO MATCH STOREFRONT BASE. COORDINATE ORIENTATION OF RECEPTACLE W/ PLUS MOLD TERMINALS. CENTER BETWEEN SLATS 0 4-54" A.P.P., DO NOT GUT SLATS. SEM A/ . ; ALIEN SLATS 0 A.V. P!XT. FRONT W/ SLATWALL SLATS 0 FIALL. @UTY S,:.ATWALL TO CORNER - TRIM W/ SLATWALL TRIM EDc51N5. SEE ELECTRIGAL PLANS POR ELECTRICAL OUTLETS, LOCATIONS 4 HE FRP EDEae MOLD 0 CORNERS, SEAMS 4 EDSESS. WOOD SLATWALL TRIM 0 CORNER, BEVEL TO TOP GORSE SLATWALL TO FIXTURE AND THEN INSTALL, PERMIT CENTER DAVID A. OF ERED TECT DOW SHINGTON ORDER K *. c AT ' 6" L P -3 T- SHIRTS NOTE: NOTE: PAINT WALL 4 PLUS MOLD "ZOLATONE" BEFORE INSTALLATION. TRItt4 CORD LENSTI-IS AS NECESSARY TO ELIMINATE EXCESS SLACK IN CORD. 8 1..811 -• -- CASHWRAP SHELLS SKYLIGHT r L . PLUS MOLD ( RECEPT'AGLE LINE OP R.2 FIXTURE LIBRARY SCREW SLATWALL TO WALL THRU FACE OF PANEL, NOT THRU SLATS. COUNTERSINK AND PILL SCREW HOLES. WHERE SLATINALL I5 S1 A'1 I.7 VERTICALLY PROVIDE A SCR.EIN ON EACH SIDE OF SEAM THRU t-AGE eEMEENI EVERY SLOT. COUNTERSINK 4 FILL,. EA. SCRE;N HOLE. +54" A.P.P. I CENTER BETWEEN I SLATS PLUG MOLD DETAIL ISLOGK'G. c AT 6 -O" (NISH UNIT) BL.00K'S. c AT 5 -45" (LOW UNIT) N.T.S. MP -1 GIFTS BLOCK'S. c AT +8' -5" AUDIO / VISUAL 5- P -3 c OP ESLOCKINS AT +4f' -5" I-1 GARDEN NOTE: LIBRARY P- ALL WOOR TRIM MUST 13E MITERED 4 PILLED E3EFORE PAINTING. KEYED NOTES STOREFRONT SCALE:: 1/4" = I' -O" 2 11 SCALE: 1/4" = 1 -0" I.Y. �;"�� C• ?x�'�:' !'. -1 X . 9..x.1 .I. : �+ (' i •tip_ iJ'� . '. xl `l �•. I I I I [ j< `t I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 II I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I 1 1 1 , I I I I I I I I I . , I I I . . t.� 0 14THSINCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. 06 6z Bd LE 9Z SC hZ CZ zZ LE Oz 1. 91 L 91 St 1 7t el Z1 LI 01. 6 B G 9 S +, C Z l *NH 0 IIIIIIIiiIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiliiililfi�ii ' il iii1I1111II IlIIIII1111IIIIIII MIIIII IIIIIIIIIflIIfilin111 ll1111iIIlIIIIIIIIIIIIIIIIIIIIIII!!! III11lIIIIIIIIIII111111111I1111IIlllllillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl lilllIIIIIIIIIiIIIIIIIIIIIIIIIIII I I I I I I I I I I I 1 I I I I I iI' II I I I I I I L l I I I I LI I I I 10 11 MADE 1N6ERM Y 12 FIRP 2 " SCALE: I/4" = 11_011 TYP. - ):3 •sic REVISIONS I- DRAWN 101 9 " PROJECT 1140 DATE AUDI 'rFI SHEET SCALE AS SHOWN Of 0 g 0 Led Z mm i mml fir/ 0 Ct. M z REGISTERED &titTECT VV A. tiTATE 0E WM 1INGTDN A6 I 21 INTERIOR ELEVATIONS 42" 56 CD ..DoFQac] 12" ae kslf _ 1 . CHAIR 1 I - SL -I — - - - - T . - le w - If OP OUT 158-A6 FLOPPY: RED LAST DATE. 00 000 00 LIBRARY SALES / LIBRARY SCALE, I /4" t: I'-O" AT I , SEASONAL .0 BLOOK'E,3. a AT +8' -3" x LENSTH OP VALANCE TYP. SALES / LIBRARY SCALE, 1 /4" ¢ ILO" LIBRARY SCALE, I/4" = !' EL!GTRICAL OUTLETS REFER TO ELECTRICAL DRAWIN15E2 FOR ADDITIONAL. INFORMATION. SEE PIXT. PLAN 6.G. SHALL NOTCH BACK OF DESK SH!LP ----- STOCKROOM DESK LAY -OUT ,rr ASTRO / GEO S2 JUVENILE 4' -W" N.T.S. P -3 • TYP. SAW 11 1/2" = I' -0" MINERALS C 0 ILLUMINATED EXIT SISN. PAINT TO MATCH SOFFIT, W/ REMOTE BATTERY PACK BEHIND SOFFIT. O LIcSHT VALANCE. AUDIO SPEAKER. MOUNTINS HST. TO CENTER LINE OF SPEAKER. SEE: REPLEGTED CLILINE+ PLAN. PROVIDE SLATWALL, FULL HEISMT, 5eHIND FIXTURES AT THIS LOCATION (MD CONTINUOUS BASE (WHERE INDICATED). 5 /EE .1,,1E "X" M.R. E.YP. BD. (F ULL HEISHT). ON NEW PRAMINS. TENANT S.C. TO PROVIDE ADEQUATE ISAGKINS FOR SECURE INSTALLATION OF ALL ACCESSORIES. O ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL. NATIONAL, STATE. 4 LOCAL GOVERNING GQDES PERTAINI■E► TO HANDICAPPED ACCESSIBILITY. 0 INSTALL LIGHT WIRINS /CONDUIT TIGHT TO SIDE WALL OP FIXTURES; CON- CEAL W/ 'PALS' PANEL SIDE PROVIDED AND INSTALLED BY FIXTURE CON- 25 TRACTOR (TYPICAL). PROVIDE 'O F'Lf:X CONNECTORS. 10 SHELVES AND STANDARDS BY OI^NER ('TYPICAL). II 4" COVED BASE:, SEE FINISH SGHEDi1LE ID 24" x 56" MIRROR. BY CONTRACTOR. 18 PAPER TOWEL DISPENSER. 14 TOILET PAPER DISPENSER. I MIRROR BAND BY TENANT S.G. TOILET 42" &RAS BAIL. 36" SRAB BAR ROLL -UP GRILLE. 24 x 24" ACCESS PANIML, PAINT TO MATCH SOFFIT, CONGEALED FRAME. PL!XISLASS LENS. LINE OP WOOD TRELLIS AND SUPPORT ROD. PAINT RECESS P -4 ZOLATONE. SEE DETAIL 6 /Al. WALL MOUNTED ELECTRIC. WATER HEATER. 24 OPEN TO LIBRARY BEYOND. OPEN TO SALES AREA BEYOND. OPEN TO MALL BEYOND. 21 1/2" STOREFRONT :SLAMS C O SPIV SLAZINIS AT DISPLAY. 2 LOCATION OF REAR DOOR BELL - SEE ELECTRICAL DRAWINSS. 1€1)I BLACK ANODIZED ALUMINUM STOREFRONT BASE. TOILET 31 1/4" AIR SAP, TYP. 0 ENDS, CORNERS, 4 SEAMS. SRANITE TILE FINISH OVER 1/2" ':WOND!RBOARD" 4 METAL STUD PRAMINS. 33 PROVIDE WOOD TRIM GAP, MITER CORN1EI LS, PILL AND PAINT P -•3. 54 COORDINATE LOCATION OP POWER DROPS WITH ELEC.. PAii'i i RODS TO MATCH GI~ILINS. FIELD CUT IND. TRIM TO FIXTURE, TYPICAL. GYP. BD. TEXTURE - SMOOTH FINISH, TYPICAL. ALL WALLS $ C!ILINOS. SUPPLY AIR DIPI'USER, SEE MECHANICAL DRAWINGS. BLACK ANODIZED BASE! TO MATCH STOREFRONT BASE. COORDINATE ORIENTATION OF RECEPTACLE W/ PLUS MOLD TERMINALS. CENTER BETWEEN SLATS 0 4-54" A.P.P., DO NOT GUT SLATS. SEM A/ . ; ALIEN SLATS 0 A.V. P!XT. FRONT W/ SLATWALL SLATS 0 FIALL. @UTY S,:.ATWALL TO CORNER - TRIM W/ SLATWALL TRIM EDc51N5. SEE ELECTRIGAL PLANS POR ELECTRICAL OUTLETS, LOCATIONS 4 HE FRP EDEae MOLD 0 CORNERS, SEAMS 4 EDSESS. WOOD SLATWALL TRIM 0 CORNER, BEVEL TO TOP GORSE SLATWALL TO FIXTURE AND THEN INSTALL, PERMIT CENTER DAVID A. OF ERED TECT DOW SHINGTON ORDER K *. c AT ' 6" L P -3 T- SHIRTS NOTE: NOTE: PAINT WALL 4 PLUS MOLD "ZOLATONE" BEFORE INSTALLATION. TRItt4 CORD LENSTI-IS AS NECESSARY TO ELIMINATE EXCESS SLACK IN CORD. 8 1..811 -• -- CASHWRAP SHELLS SKYLIGHT r L . PLUS MOLD ( RECEPT'AGLE LINE OP R.2 FIXTURE LIBRARY SCREW SLATWALL TO WALL THRU FACE OF PANEL, NOT THRU SLATS. COUNTERSINK AND PILL SCREW HOLES. WHERE SLATINALL I5 S1 A'1 I.7 VERTICALLY PROVIDE A SCR.EIN ON EACH SIDE OF SEAM THRU t-AGE eEMEENI EVERY SLOT. COUNTERSINK 4 FILL,. EA. SCRE;N HOLE. +54" A.P.P. I CENTER BETWEEN I SLATS PLUG MOLD DETAIL ISLOGK'G. c AT 6 -O" (NISH UNIT) BL.00K'S. c AT 5 -45" (LOW UNIT) N.T.S. MP -1 GIFTS BLOCK'S. c AT +8' -5" AUDIO / VISUAL 5- P -3 c OP ESLOCKINS AT +4f' -5" I-1 GARDEN NOTE: LIBRARY P- ALL WOOR TRIM MUST 13E MITERED 4 PILLED E3EFORE PAINTING. KEYED NOTES STOREFRONT SCALE:: 1/4" = I' -O" 2 11 SCALE: 1/4" = 1 -0" I.Y. �;"�� C• ?x�'�:' !'. -1 X . 9..x.1 .I. : �+ (' i •tip_ iJ'� . '. xl `l �•. I I I I [ j< `t I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 II I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I 1 1 1 , I I I I I I I I I . , I I I . . t.� 0 14THSINCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. 06 6z Bd LE 9Z SC hZ CZ zZ LE Oz 1. 91 L 91 St 1 7t el Z1 LI 01. 6 B G 9 S +, C Z l *NH 0 IIIIIIIiiIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiliiililfi�ii ' il iii1I1111II IlIIIII1111IIIIIII MIIIII IIIIIIIIIflIIfilin111 ll1111iIIlIIIIIIIIIIIIIIIIIIIIIII!!! III11lIIIIIIIIIII111111111I1111IIlllllillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl lilllIIIIIIIIIiIIIIIIIIIIIIIIIIII I I I I I I I I I I I 1 I I I I I iI' II I I I I I I L l I I I I LI I I I 10 11 MADE 1N6ERM Y 12 FIRP 2 " SCALE: I/4" = 11_011 TYP. - ):3 •sic REVISIONS I- DRAWN 101 9 " PROJECT 1140 DATE AUDI 'rFI SHEET SCALE AS SHOWN Of 0 g 0 Led Z mm i mml fir/ 0 Ct. M z REGISTERED &titTECT VV A. tiTATE 0E WM 1INGTDN A6 I 21 INTERIOR ELEVATIONS 42" DUSK ..DoFQac] 12" r CHAIR If OP OUT 158-A6 FLOPPY: RED LAST DATE. 00 000 00 LIBRARY SALES / LIBRARY SCALE, I /4" t: I'-O" AT I , SEASONAL .0 BLOOK'E,3. a AT +8' -3" x LENSTH OP VALANCE TYP. SALES / LIBRARY SCALE, 1 /4" ¢ ILO" LIBRARY SCALE, I/4" = !' EL!GTRICAL OUTLETS REFER TO ELECTRICAL DRAWIN15E2 FOR ADDITIONAL. INFORMATION. SEE PIXT. PLAN 6.G. SHALL NOTCH BACK OF DESK SH!LP ----- STOCKROOM DESK LAY -OUT ,rr ASTRO / GEO S2 JUVENILE 4' -W" N.T.S. P -3 • TYP. SAW 11 1/2" = I' -0" MINERALS C 0 ILLUMINATED EXIT SISN. PAINT TO MATCH SOFFIT, W/ REMOTE BATTERY PACK BEHIND SOFFIT. O LIcSHT VALANCE. AUDIO SPEAKER. MOUNTINS HST. TO CENTER LINE OF SPEAKER. SEE: REPLEGTED CLILINE+ PLAN. PROVIDE SLATWALL, FULL HEISMT, 5eHIND FIXTURES AT THIS LOCATION (MD CONTINUOUS BASE (WHERE INDICATED). 5 /EE .1,,1E "X" M.R. E.YP. BD. (F ULL HEISHT). ON NEW PRAMINS. TENANT S.C. TO PROVIDE ADEQUATE ISAGKINS FOR SECURE INSTALLATION OF ALL ACCESSORIES. O ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL. NATIONAL, STATE. 4 LOCAL GOVERNING GQDES PERTAINI■E► TO HANDICAPPED ACCESSIBILITY. 0 INSTALL LIGHT WIRINS /CONDUIT TIGHT TO SIDE WALL OP FIXTURES; CON- CEAL W/ 'PALS' PANEL SIDE PROVIDED AND INSTALLED BY FIXTURE CON- 25 TRACTOR (TYPICAL). PROVIDE 'O F'Lf:X CONNECTORS. 10 SHELVES AND STANDARDS BY OI^NER ('TYPICAL). II 4" COVED BASE:, SEE FINISH SGHEDi1LE ID 24" x 56" MIRROR. BY CONTRACTOR. 18 PAPER TOWEL DISPENSER. 14 TOILET PAPER DISPENSER. I MIRROR BAND BY TENANT S.G. TOILET 42" &RAS BAIL. 36" SRAB BAR ROLL -UP GRILLE. 24 x 24" ACCESS PANIML, PAINT TO MATCH SOFFIT, CONGEALED FRAME. PL!XISLASS LENS. LINE OP WOOD TRELLIS AND SUPPORT ROD. PAINT RECESS P -4 ZOLATONE. SEE DETAIL 6 /Al. WALL MOUNTED ELECTRIC. WATER HEATER. 24 OPEN TO LIBRARY BEYOND. OPEN TO SALES AREA BEYOND. OPEN TO MALL BEYOND. 21 1/2" STOREFRONT :SLAMS C O SPIV SLAZINIS AT DISPLAY. 2 LOCATION OF REAR DOOR BELL - SEE ELECTRICAL DRAWINSS. 1€1)I BLACK ANODIZED ALUMINUM STOREFRONT BASE. TOILET 31 1/4" AIR SAP, TYP. 0 ENDS, CORNERS, 4 SEAMS. SRANITE TILE FINISH OVER 1/2" ':WOND!RBOARD" 4 METAL STUD PRAMINS. 33 PROVIDE WOOD TRIM GAP, MITER CORN1EI LS, PILL AND PAINT P -•3. 54 COORDINATE LOCATION OP POWER DROPS WITH ELEC.. PAii'i i RODS TO MATCH GI~ILINS. FIELD CUT IND. TRIM TO FIXTURE, TYPICAL. GYP. BD. TEXTURE - SMOOTH FINISH, TYPICAL. ALL WALLS $ C!ILINOS. SUPPLY AIR DIPI'USER, SEE MECHANICAL DRAWINGS. BLACK ANODIZED BASE! TO MATCH STOREFRONT BASE. COORDINATE ORIENTATION OF RECEPTACLE W/ PLUS MOLD TERMINALS. CENTER BETWEEN SLATS 0 4-54" A.P.P., DO NOT GUT SLATS. SEM A/ . ; ALIEN SLATS 0 A.V. P!XT. FRONT W/ SLATWALL SLATS 0 FIALL. @UTY S,:.ATWALL TO CORNER - TRIM W/ SLATWALL TRIM EDc51N5. SEE ELECTRIGAL PLANS POR ELECTRICAL OUTLETS, LOCATIONS 4 HE FRP EDEae MOLD 0 CORNERS, SEAMS 4 EDSESS. WOOD SLATWALL TRIM 0 CORNER, BEVEL TO TOP GORSE SLATWALL TO FIXTURE AND THEN INSTALL, PERMIT CENTER DAVID A. OF ERED TECT DOW SHINGTON ORDER K *. c AT ' 6" L P -3 T- SHIRTS NOTE: NOTE: PAINT WALL 4 PLUS MOLD "ZOLATONE" BEFORE INSTALLATION. TRItt4 CORD LENSTI-IS AS NECESSARY TO ELIMINATE EXCESS SLACK IN CORD. 8 1..811 -• -- CASHWRAP SHELLS SKYLIGHT r L . PLUS MOLD ( RECEPT'AGLE LINE OP R.2 FIXTURE LIBRARY SCREW SLATWALL TO WALL THRU FACE OF PANEL, NOT THRU SLATS. COUNTERSINK AND PILL SCREW HOLES. WHERE SLATINALL I5 S1 A'1 I.7 VERTICALLY PROVIDE A SCR.EIN ON EACH SIDE OF SEAM THRU t-AGE eEMEENI EVERY SLOT. COUNTERSINK 4 FILL,. EA. SCRE;N HOLE. +54" A.P.P. I CENTER BETWEEN I SLATS PLUG MOLD DETAIL ISLOGK'G. c AT 6 -O" (NISH UNIT) BL.00K'S. c AT 5 -45" (LOW UNIT) N.T.S. MP -1 GIFTS BLOCK'S. c AT +8' -5" AUDIO / VISUAL 5- P -3 c OP ESLOCKINS AT +4f' -5" I-1 GARDEN NOTE: LIBRARY P- ALL WOOR TRIM MUST 13E MITERED 4 PILLED E3EFORE PAINTING. KEYED NOTES STOREFRONT SCALE:: 1/4" = I' -O" 2 11 SCALE: 1/4" = 1 -0" I.Y. �;"�� C• ?x�'�:' !'. -1 X . 9..x.1 .I. : �+ (' i •tip_ iJ'� . '. xl `l �•. I I I I [ j< `t I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 II I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I 1 1 1 , I I I I I I I I I . , I I I . . t.� 0 14THSINCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. 06 6z Bd LE 9Z SC hZ CZ zZ LE Oz 1. 91 L 91 St 1 7t el Z1 LI 01. 6 B G 9 S +, C Z l *NH 0 IIIIIIIiiIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiliiililfi�ii ' il iii1I1111II IlIIIII1111IIIIIII MIIIII IIIIIIIIIflIIfilin111 ll1111iIIlIIIIIIIIIIIIIIIIIIIIIII!!! III11lIIIIIIIIIII111111111I1111IIlllllillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl lilllIIIIIIIIIiIIIIIIIIIIIIIIIIII I I I I I I I I I I I 1 I I I I I iI' II I I I I I I L l I I I I LI I I I 10 11 MADE 1N6ERM Y 12 FIRP 2 " SCALE: I/4" = 11_011 TYP. - ):3 •sic REVISIONS I- DRAWN 101 9 " PROJECT 1140 DATE AUDI 'rFI SHEET SCALE AS SHOWN Of 0 g 0 Led Z mm i mml fir/ 0 Ct. M z REGISTERED &titTECT VV A. tiTATE 0E WM 1INGTDN A6 I 21 INTERIOR ELEVATIONS 42" 12" r - - - - - T . le w . .. . ICS amp. imi If OP OUT 158-A6 FLOPPY: RED LAST DATE. 00 000 00 LIBRARY SALES / LIBRARY SCALE, I /4" t: I'-O" AT I , SEASONAL .0 BLOOK'E,3. a AT +8' -3" x LENSTH OP VALANCE TYP. SALES / LIBRARY SCALE, 1 /4" ¢ ILO" LIBRARY SCALE, I/4" = !' EL!GTRICAL OUTLETS REFER TO ELECTRICAL DRAWIN15E2 FOR ADDITIONAL. INFORMATION. SEE PIXT. PLAN 6.G. SHALL NOTCH BACK OF DESK SH!LP ----- STOCKROOM DESK LAY -OUT ,rr ASTRO / GEO S2 JUVENILE 4' -W" N.T.S. P -3 • TYP. SAW 11 1/2" = I' -0" MINERALS C 0 ILLUMINATED EXIT SISN. PAINT TO MATCH SOFFIT, W/ REMOTE BATTERY PACK BEHIND SOFFIT. O LIcSHT VALANCE. AUDIO SPEAKER. MOUNTINS HST. TO CENTER LINE OF SPEAKER. SEE: REPLEGTED CLILINE+ PLAN. PROVIDE SLATWALL, FULL HEISMT, 5eHIND FIXTURES AT THIS LOCATION (MD CONTINUOUS BASE (WHERE INDICATED). 5 /EE .1,,1E "X" M.R. E.YP. BD. (F ULL HEISHT). ON NEW PRAMINS. TENANT S.C. TO PROVIDE ADEQUATE ISAGKINS FOR SECURE INSTALLATION OF ALL ACCESSORIES. O ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL. NATIONAL, STATE. 4 LOCAL GOVERNING GQDES PERTAINI■E► TO HANDICAPPED ACCESSIBILITY. 0 INSTALL LIGHT WIRINS /CONDUIT TIGHT TO SIDE WALL OP FIXTURES; CON- CEAL W/ 'PALS' PANEL SIDE PROVIDED AND INSTALLED BY FIXTURE CON- 25 TRACTOR (TYPICAL). PROVIDE 'O F'Lf:X CONNECTORS. 10 SHELVES AND STANDARDS BY OI^NER ('TYPICAL). II 4" COVED BASE:, SEE FINISH SGHEDi1LE ID 24" x 56" MIRROR. BY CONTRACTOR. 18 PAPER TOWEL DISPENSER. 14 TOILET PAPER DISPENSER. I MIRROR BAND BY TENANT S.G. TOILET 42" &RAS BAIL. 36" SRAB BAR ROLL -UP GRILLE. 24 x 24" ACCESS PANIML, PAINT TO MATCH SOFFIT, CONGEALED FRAME. PL!XISLASS LENS. LINE OP WOOD TRELLIS AND SUPPORT ROD. PAINT RECESS P -4 ZOLATONE. SEE DETAIL 6 /Al. WALL MOUNTED ELECTRIC. WATER HEATER. 24 OPEN TO LIBRARY BEYOND. OPEN TO SALES AREA BEYOND. OPEN TO MALL BEYOND. 21 1/2" STOREFRONT :SLAMS C O SPIV SLAZINIS AT DISPLAY. 2 LOCATION OF REAR DOOR BELL - SEE ELECTRICAL DRAWINSS. 1€1)I BLACK ANODIZED ALUMINUM STOREFRONT BASE. TOILET 31 1/4" AIR SAP, TYP. 0 ENDS, CORNERS, 4 SEAMS. SRANITE TILE FINISH OVER 1/2" ':WOND!RBOARD" 4 METAL STUD PRAMINS. 33 PROVIDE WOOD TRIM GAP, MITER CORN1EI LS, PILL AND PAINT P -•3. 54 COORDINATE LOCATION OP POWER DROPS WITH ELEC.. PAii'i i RODS TO MATCH GI~ILINS. FIELD CUT IND. TRIM TO FIXTURE, TYPICAL. GYP. BD. TEXTURE - SMOOTH FINISH, TYPICAL. ALL WALLS $ C!ILINOS. SUPPLY AIR DIPI'USER, SEE MECHANICAL DRAWINGS. BLACK ANODIZED BASE! TO MATCH STOREFRONT BASE. COORDINATE ORIENTATION OF RECEPTACLE W/ PLUS MOLD TERMINALS. CENTER BETWEEN SLATS 0 4-54" A.P.P., DO NOT GUT SLATS. SEM A/ . ; ALIEN SLATS 0 A.V. P!XT. FRONT W/ SLATWALL SLATS 0 FIALL. @UTY S,:.ATWALL TO CORNER - TRIM W/ SLATWALL TRIM EDc51N5. SEE ELECTRIGAL PLANS POR ELECTRICAL OUTLETS, LOCATIONS 4 HE FRP EDEae MOLD 0 CORNERS, SEAMS 4 EDSESS. WOOD SLATWALL TRIM 0 CORNER, BEVEL TO TOP GORSE SLATWALL TO FIXTURE AND THEN INSTALL, PERMIT CENTER DAVID A. OF ERED TECT DOW SHINGTON ORDER K *. c AT ' 6" L P -3 T- SHIRTS NOTE: NOTE: PAINT WALL 4 PLUS MOLD "ZOLATONE" BEFORE INSTALLATION. TRItt4 CORD LENSTI-IS AS NECESSARY TO ELIMINATE EXCESS SLACK IN CORD. 8 1..811 -• -- CASHWRAP SHELLS SKYLIGHT r L . PLUS MOLD ( RECEPT'AGLE LINE OP R.2 FIXTURE LIBRARY SCREW SLATWALL TO WALL THRU FACE OF PANEL, NOT THRU SLATS. COUNTERSINK AND PILL SCREW HOLES. WHERE SLATINALL I5 S1 A'1 I.7 VERTICALLY PROVIDE A SCR.EIN ON EACH SIDE OF SEAM THRU t-AGE eEMEENI EVERY SLOT. COUNTERSINK 4 FILL,. EA. SCRE;N HOLE. +54" A.P.P. I CENTER BETWEEN I SLATS PLUG MOLD DETAIL ISLOGK'G. c AT 6 -O" (NISH UNIT) BL.00K'S. c AT 5 -45" (LOW UNIT) N.T.S. MP -1 GIFTS BLOCK'S. c AT +8' -5" AUDIO / VISUAL 5- P -3 c OP ESLOCKINS AT +4f' -5" I-1 GARDEN NOTE: LIBRARY P- ALL WOOR TRIM MUST 13E MITERED 4 PILLED E3EFORE PAINTING. KEYED NOTES STOREFRONT SCALE:: 1/4" = I' -O" 2 11 SCALE: 1/4" = 1 -0" I.Y. �;"�� C• ?x�'�:' !'. -1 X . 9..x.1 .I. : �+ (' i •tip_ iJ'� . '. xl `l �•. I I I I [ j< `t I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 II I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I 1 1 1 , I I I I I I I I I . , I I I . . t.� 0 14THSINCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. 06 6z Bd LE 9Z SC hZ CZ zZ LE Oz 1. 91 L 91 St 1 7t el Z1 LI 01. 6 B G 9 S +, C Z l *NH 0 IIIIIIIiiIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiliiililfi�ii ' il iii1I1111II IlIIIII1111IIIIIII MIIIII IIIIIIIIIflIIfilin111 ll1111iIIlIIIIIIIIIIIIIIIIIIIIIII!!! III11lIIIIIIIIIII111111111I1111IIlllllillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl lilllIIIIIIIIIiIIIIIIIIIIIIIIIIII I I I I I I I I I I I 1 I I I I I iI' II I I I I I I L l I I I I LI I I I 10 11 MADE 1N6ERM Y 12 FIRP 2 " SCALE: I/4" = 11_011 TYP. - ):3 •sic REVISIONS I- DRAWN 101 9 " PROJECT 1140 DATE AUDI 'rFI SHEET SCALE AS SHOWN Of 0 g 0 Led Z mm i mml fir/ 0 Ct. M z REGISTERED &titTECT VV A. tiTATE 0E WM 1INGTDN A6 I 21 INTERIOR ELEVATIONS ' 158A7 FLOPPY; GREEN LW( • DATE• 00 000 00 MOO. ALUM. BREAK METAL OLA1EDINl9 (r - APP,LIE:D) OVER 5/4" Cm( PLYWEs". (F.T.) PIN. TO MATCH EXTRUDED SUM. (CDX PLY MAY BE SUSSTEVEM W/ 5/6" TYP. "X" EWP. BD. eh ovens OPTION. HOLD OVERALL DIM) 1/8" W. x 5/4" BLACK ANOD. GLASS CHANNEL ! . , , FUME 6Yi". BD. AS RUED. ' TO MAKE FLUSH W/ SLABS // CHANNEL woe. HONED GRANITE TILE" I/2" "INONDERBOAREE TILE ADHESIVE 5/8" TYPE "X" vrYP. E3D. 5 /8 ° x:20 SA. METAL. STUDS AT I6" O.C. MESE OP SLABS TO BE BEVELED. MITER CHANNELS TOcSETHER s� eA5E=. NATURAL LOCK, KEY TO MATCH CABINETS, MAN. 4 INSTALLES? BY S.C. ROLL -UP GRILLE COLUMN DETAIL 4" x 16 SA. METAL STUDS AT 165" O.G. 11 1 1/4" 6 1/2" — GLEE SLOT fit 1 II i G -11 1 BASE & HEAD AT SHOW WINDOW S1 /8 2 1/4" VARIES 1 2" x 2" x 5/16" STL. 4/ (2) 5/8 "4? EXP. BOLTS P4/ 1 -1/2" MIN. PENETRATION w/ (2) BOLOS INTO COL., BRACE TOP OP TUOE TO .:01ST v/ 2" x 2" x 5/16" L POLISH E':D54'. OP I/2" GLR. TEMP. OLASS 2 "1"1. x 6 "H. STOREFRONT SASE W/ BLACK ANOD. FINISH MIL. STUD BLK6. AS 85217. BUTT BREAK METAL TO ROLL- -- UP GRILLE QUID!!. BLACK ANOD. EXTRUDE=D GUIDE — ANCHORED TO STEEL COLUMN. DISPLAY CASE GLASS DOOR k x I 1/4" BLACK ANOD. CHANNEL MITERED !DOE 1/2" "NONDERBOARD" TILE': ADH1rSIV1: — FLAMED GRANITE TILE BLACK ANOP. 'BREAK -- NEETAL SASE ENTRY TILE OR MALL TILE, VERIFY 1W PLAN RUBBER BUMPER; TOP, TTOM 4 CENTER E DOOR epee. 5/8" 6LA5S W/ 5/4" ANOD. ALUM. CHANNEL REGE55ED INTO BASE:: `�-- 1/4" GLR. TEMP. GLASS. BLACK ANOD. riven HINSE 6 TOP 4 SOT. PROVIDED 4 INSTALLED 5Y S.C. SCALE: 3" = 1' -0" HEAVY STIPPLE TEXTURE OVER 5/8" TYPE.' "X" SYP• BD. 5/F3" GYP. 512. SCALE: r" = 1' -0" -- ROUTE BASER FOR LATCH, PROVIDE BLACK ANOD. STRIKE PLAT: (BY S.G.) (LOCK TO HAVE BRONZE FINISH). 5/4" BLACK ANOD. CHANNEL (FLANGE SIDE 1 RECESSED INTO BASE. SCALE:: VARIES 5 3 . GLASS JOINT DETAIL ROLLING FRILLS - INSTALL LOCK 6" PROM "ACE OP DISPLAY 'NATURAL' LOCK, KeY TO MATCH CABINETS. FURNISHED 4 INST. BY O.G. PLUSH PIN. TO RAIL TYP. L° IINE� SOFFIT ABOVE PURRED OR ORIGINAL DEMISIN6 WALL, SEE PLAN. 7 SLATWALL PIN. SEE NT. ELEV. - 11 5/4 "x5/4" BLACK ANOP. CHANNEL, PLANOE SIDE INKARZD. COON 6LA5P, PR. e TOP 4 DO TTOM. 1/4" GLR. TEMP- ERED 61-ASS POOR. NATURAL' LOCK, KE=Y TO MATCH CABINETS, FJRN. 4 INST. BY 6.G. MITE=R AND CHAMFER EDOE3 SRANITE TILTS OVER 1 /2" "Eh0WDERL9OARD" 5 -5/8" MTL. STUDS (20eA) C 16" O.G. BLACK SILICONE SEALANT IN BASE FRAME ANGLES SHALL BE TISHT 4 TRUE TO ANGLE, NO SILT; •ONE PILL ACCEPTED, TYP. PILL: E ;PSEE SMOOTH, ER= FROM BURRS, COLOR EXPOSED ALUMINUM TO MATCH. 1 1/4" LEASE: LINE, SEE !DOOR PLAN. REVEAL TO FLOOR WHERE REAUIIREP. SEC ELEN'S. SUR"ACE EDSEi OP GLASS TO BE BEVELED, SEAMlMD 4 POLISHED. GLASS DOOR LOCK DETAIL DISPLAY CASE/ROLL-UP GRILLE JAMB ••• WNW S. PIVOT HINSES- ANCHOR TO CHANNEL 6 TOP 4 BOTTOM. - OROOVE ROUTED BY 6.G. E3LACK ANOD. STRIKE PLATE dUPPLIED 4 INST. BY S.C. / -FRANITI.°. TILE: OVER ,( I/2" "WONDER,BOARD" SCALE, PULL SCALE SROOVE ROUTED BY 6.G. BLACK ANOD. STRIKE PLATES SUPPLIED 4 INSTALLED E5Y S.G. (2) BOLTS INTO COL. - BRAGE TOP OF TUBE TO JOISTS 4 FLOOR WJ 2 "x2 "x5/:6'7 BOLTED TO TUBE: 4 JOIST. 2 "x2 "x5/I6" STL7 kV(2) 5/6"4 EXP. !SOLTS. 'i/ 1 1/2" MIN. PE=NE=TRATION. ZOLATONE OVER 1/2" MEP PLYWD. COORDINATE PURRINtS LOCATION 4 THICKNESS W/ PLAN - SEE DETAIL 5 /AS. SCALE: :5" = 1' -0' SCALE: E3" = 1 -0" I I'• - fa" 1 APP. TENANT TILE ON THINSET BED. -• ANCHOR TO STRUCT. ABOVE ESY DOOR INSTALLER. 4" x 16 6A. ANGLE EIR.AGINO AT 48" O.G., ATTGAH TO STRUCTURE ABOVE EXIT SIGN, PAINT TO MATCH ADJ. PINISH i"•. t 'MILGOR' PLUSH 24x24 AGGESS DOOR -PAINT TO MATCH SOFFIT CONCEALED FRAME. TURN GYP. BD. 6" INTO Recess &ROUT OR CONT. SEALANT. MIN. WIDTH POOR nor tom W/ 2" RECESS IN/ BLACK ANOP. ALUMN. PIN. GTE GUIDE. CARPET . 'O STOREFRONT WINDOW BA L- 5 1/4 FLOOR- STONE UNDER GARRET BACK A MIN. OF 2'-O" TO FEATrhER UP TO EVEN TRANS- ITION NOM CEASS SASE TO BE ONE PIECE. NO SEAM, " J \:0 II 8 5/16" 1 -4" I /8" BRASS TE;RRAZO STRIP • (MITER ALL CORNERS) --- �.• CARPET 5 1/4" 1 1/2" ° • rz- ROLL -UP GRILLE SOFFIT DETAIL. F CARPET TO TILE DETAIL E LEASE LINE 1/2" GLR. TEMP. GLASS. BLACK ANOD. ALUM. STORE=FRONT BASE — MALL, TILE — GONG. SUSFLOOR ATTACH TO STRUCTURE ABOVE PLAN VIEW AT CORNER VE RIPY $J PLAN PAINT ZOLATONE MN. 5" INTO RECESS AND PROVIDE BLACK BREAK MTL. ABOVE 5" (E605HELL FINISH) N.T.S. SCALE, I" = 1' -0" SCALE N.T.S. BRASS TERRAZO STRIP (MITER ALL CORNERS) CERAMIC TILE (THINSET) I t R > FREE EC' L9A VM A. WOW TATE or WA.S INGTON ' N.— HEAVY "STIPPLE TEXTURE` OVER MDP 4 DRYWALL S)aSTRATES. INVERTE=D 6" STUDS FOR CATWALK ACCESS TO SION. 2 N_ LINE OF NEUTRAL PIER BEYOND r, a E . •'t E . v. (IIIIIIII IIII iIIIIII1IIIIIII ,I1IlIIIIIjIIIIjIiIII!lIf ItIIttIIIII tilt, 1111111111111111111111111111111111 1111 11111111111111IlIII 0 la THS INCH 1 2 . 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original. document. I l�f' iIII1III1I1l1llt1tll1lll1 lll1t111!It1l1l1tl 9 10 11 A4DE IN GERMANY 12 � c 6Z SG L 9Z SZ 4 /Z CZ Z LZ OZ 6l 8L GL 91. GI 4 71 CI Zl ►L 01. 6 8 6 9 S +i E Z L w' 0 l lli�l!! i III�i1IIIIIII�IIIIIIiII�iilllllll�llIIIIIII�IItI�IIII�IIIIIIIIi� !IIII IIII�IIIIIIl!I! IIII tIII Ifllll l! IIIIII II! 1!VI I !MIli!i lllll,!II!!!l!I�I!: II IIJIIII l llil�!! IIVIIIIIIII1IIII1I1IIIIiI0l!!: III! I1IIII IIIII�lilllllll�llillllll�ilillllll�lil 111111 {IIIIIilll�lll!Il!II�IIIl� STOREFRONT HEAD 1/4" CLEAR GLASS MIRROR EAND OVER 5/8" TYPE "X" &YE'. BP. OVER METAL STUD FRAMINcS BY TENANT S.C. PER L.L. REQUIREMENTS. PROVIDE 5/4" x 5/4" BL:K. ANOD. REVEAL 5/8" TYPE "X" GYP. BD. 12' -O" MALL SOP PIT — 4" x 16 6A. S'NIo'a• 16" O.C. CONGEALED ILLUM. SIGN 50X Et/ "PUSH -THRU" LETTERS. 61 -0 ° SOFFIT 5/8" TYPE "X" cSYR BP. LEASE LINE PLUSH MATERIAL ON E3OTH SIDES. TENANT TILE (FLOAT AS REG?'D) THIN SET E3EP — , • , • A 5 /E+" TYPE "X" GYP. BP. • • • 0 • 4 • • PLOAT AS RECAP. FOR EVEN TRANSITION THRESHOLD DETAIL r 2' -O MIN. 1/4" CLEAR OLAS5 MIR.+LtOR 5AND OVER 5/0' TYPE "X" OYP. P. OVER METAL STUD PRAMIN6 BY TENANT S.G. PER L.L. REQUIREMENTS. 5/4" x 5/4" BLACK ANOP. METAL REVEAL PER LEE REQUIREMENTS POP -OUT ti 5/8" TYPE "X" _. YP. BD. ON 2 -I/2 "x18 e3 . METAL STUDS 4D 16" O. 5/4" GDX PLYWD. FIRE TrEEATED 1/2" CLEAR TEMP. &LASS. - --- — LEASE LINE SEAM AT COLUMN CLADDING c • .v • , 1 ®. ,. . • RECEIVED t`RTY OF TUKWILA AUG 1 2 1991 PERMIT CENTER +12' -O" BLACK ANODi ALUMINUM FRAME SCALE: 5" = 1' -O" ANODIZED ALUMINUM BREAK METAL W/ I /I6" BUTT .JOINT W/ BLACK SILICONE SEALANT. SEE DETAIL 4/A1 E "OR LOCATION OP SEAM T OV PQ AUG Zt INS DIVISION N.T.S. LE, .EE OR TRANSITION LINT: - PR:EVIDE ZINC STRIP INHERE REV). BY LL. COORDINra..'E LOCATION IN/PLAN. r MALL TILE • 4 . . • 0 • EXISTS. GONG. SUB - PLOOR A ; Os SCALE: N.T.S. Fz F (in gni B rat � fict I LLI CI O z 7 fl IL0 • Z Act O E Ch 158 A8 FLOPPY: GREEN LAST DATE 00 000 00 . 411+3'-11 I /b' VERIFY +4'-3 I /8" vEI6iiPY VERirr LOCATION OP ALL STUD.OUT5 FOR Poem Es3Y E.G. FIELD GoOIRGINI1.TE W/ PIXTURi~ LOCATION. r .r-- TIGHT PITTINe FALSE PANEL PROVIDED 4 INSTALLED BY P.G. PUTTY OAPS 4 HOLES. — WIRING IN AMOREP GABLE (t3X) DRILL THRU WALL TOI GOORDINAT r w PUNCH -OUT AT END Of FLUORESCENT FIXTURE. r----- HOLD TIGHT TO SIDE WALL W/IEE»TAININ6 CLIPS. FLEX 7-7'7 ; _r CONNECTORS • 'URNS. I -xs -- FLUORESCENT LI644T STRIP I PROVIDED 4 INSTALLED BY B.C. PLAN /SECTION RUN WIIRIN. EDEN PIX'fUR lE3 (GONG!"ALeD) THRU AMORE!" GABLE (BX) SEHIND PALE!! PANELS 4 DRILLED THRU SIPE WALLS PROID! S /A" 40 FLEX CONNECTORS • MO TURNS. UNDER £H LP ?LUOR. LIGHT STRIP INS7F`E4.14.> i 4 °i .LT . PROV1t9ED 4 INSTALLED BY E. ELEVATION +6 -6" 4TL.. STUD PARTITION: PROVIDE 43ALV. STRIP BLOCKINS m CLEAT. CABINET PACE PALL. N.T.5. NOTE: COORE3INATEr LAYOUT W/ FIXTURE CONTRACTOR, 4 RErLEGTED GEILINO PLAN. 41 111io "*4110.41‘ 2x5TRLL BY F.G. TRELLIS ISOMETRIC N.T.S. 44) ANWN HALF SCAR' --ECM INTERIOR ELEVATIONS rot BLOCK.. HEIeHT, TYPICAL. P.G. TO GUT FALSE PANEL TIGHT TO FIXTURE". PILL. 4 PUTTY E3AP5 TO MATCH FINISH- ALL EPEES. - Ui I I I II DETAIL @ SLATWALL TRIM 2 " VERIFY J °1 DISPLAY CASE NOTE: KOOD TRIM SHALL BE MITERED 4 PILLLE, BEFORE PAINTING. SARDEN zpr ELSEIA PAINTED WOOD 1i4IM. ® CORNER GONNITIONS, (DASHw) MITER SLAT WALL 4 COVER IM/ CORNER TRIM PAINT "ZQLATONEs" IN SLOTS. 6" SLATWALL, GLUED 4 &CREME) TO 5/6" TYPE "X" SYP. BD. BASE PRIME 4 GLUE EPEES. SECTION @ TOP SCRIBE SLATWALL TO PIXTURG AND THEN INSTALL TRIM. PAINTED WOOD TRIM. CONGEALEV KIRIN IN AMORED CABER (BX), GRILL Tam SIDE WALL 4 HOLD TIGHT TO SIDE WALL. PLE'_X CON- NECTORS ® TURNS. FALSE PANEL BEYOND. PROVIDED 4 INSTALLED 13Y P.G. (E.G. OF CASE, WHERE CONGEALED WIRING OCCURS. FRENCH CLEAT w/ CONT S.I. STRIP SLOCKIN6. COORf7I- NATE. LOCATiON IL IN/HEIGHT OP FIX. TYP. FLUOR. LIGHT STRIP P? OVItD 4 INSTAL- LEP BY E.G. TOP 4 BOTTOM. LINL OP CAZINL°T BEYOND. SEE INT. ELEVATIONS. END PLAN N.T.S. 9/4" OUTSIDE CORNER HALF SCALE T-SHIRTS SLATWALL TRANSITION AT T— SHIRT FIXTURE N.T.S. Sa WIRE: • CORNERS H/ CHANN! . CLIPS --� VARIES 25 6A. &.I. SHEET LAMINAT>oP TO 24 "x 24 "x 7/8" COX PLY- WOOD PLATT.(• TOP SIDE) S61 IN THRU BOTT TO CHANNEL PLAN6E • 6" O.G. TRELLIS SUPPORT AT GYP. BD. CEILING F 3/4" MDP OVER 5 /6" TYPE °X" GYP. S. DEMISING SMALL FRAMING BY LANDLORD. NEUTRAL PIER BY LANDLORD NEUTRAL PIER P -I SLATWALL TRANSITION BLACK IRON OR CHANNEL BRID6EP ACROSS MIN. 2 PURRING CHANNELS EA. SIDE OP PLATE THREAPEP ROD - 5/6 "6+ 5Y P.G. 2 "0 WASHER w OR HEAVY TOCSEL BY P.C. TYP. — 5/8" GYP. D. TYPE "X" 0/ SUSP. CL/5. FR&. I /2" CONDUIT SLEEVB (P -I) BY P.G. EXTEND INTO SYP. BD., PAINT GONPUi T (BY 6.C,) NOTE: ROD LOCATIONS TO BE COORDINATED sa/ P.G. NOTE: HOLE AROUND SLEEVE SHALL BE TIFsHT TO SLEEVE. NO GAPS OR ESCUTCHEONS WILL SE PERMiTTEp. DISPLAY CLEAR TEMP. CASE 5LA55. — 6" SLATWALL, :SLUED 4 SCRE=AM, TO 5/6" TYPE "X" SYP. BP. BASE PRIME 4 SLUE wises. PAINT "ZOLATONE" IN SLOTS. SEE 6 —O" ,- INT. ELEV. °I" SLATWALL, SLUE=D 4 SCREAM) TO 5/8" TYPE X .3YP. B. BASE PRIME 4 SLUE EPEES. SCALE: 3" = 1' -0" LEASE LINE 3/4" x 5/4" ELK. ANOP. MTL. REVEAL HALF SCALE SCALE: I 1/2" = 1' -0° �. ,., C .c 7. < i '' `•.. :- vm .: r. .: .., i �... H. .S 4 '... • ._ ., w +. ti .G ,3:. ri :. - r "f. - ... J ,. ... y X . . .. -... .... ,�.. -. ,:. �..' . ...�.. . .aa . .i. �..:.: ..r . 2 Y:.�. �1�: ( J { ' \:� ,., Q } �Y. !f ( y.�4 ?i T ! (} .. I 1I' I I1 I' I ' I 1I1 I 1 I1 I' I1 I 'l'I'I' I 'I'I'ltiii � I I J:f j' 1tl' 111tH1' 1' i' 1t 111 Itt t1 _ t : � . i j i1111 1 1I'i1 , ; I . I ; 1 1 1 . I i l 0 16THSINCH 1 2 3 4 5 6 7 I 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oc 6z 8z Lz 9Z 9z I7Z CZ Zz IZ OZ. 6I BI LI 9L GI 4 71. CI ZI II (fit. I�tttlt�ti'tt I t : t l t t : t I t I I l t : : 1: 1 , 1 1 , i 1 : II�III 11�II'II IIII'�I III I�III II'�III�II'III'�II 9 10 11 WADE IH GERMANY 12 e L 9 S 4 7 e z I "0 iiiilii�t�i�! �In���i�iiliiii�linlinl�nnit�ii�niil�itilttlllltst�tu�llltt�tttlttIII REGISTERED. IT ITECT DAVIE A. UDKOW' STATE OF WASHINGTON RE %SIONS PROJECT BINDING SCALE AS SHOE REGISTERED oirrect S!4EZT I/2" CONDUIT w/ 3/6 "• THREADED ROD BY P.C. -- NOTE: COORDINATE TRELLIS MEMBER DIMENSIONS W/ P.G. TRELLIS SECTION (TYP.) SLATWALL 4 TRIM OVER 5/6" TYPE °X° GYP. B. LEASE LINE 1/2" GLR. TEMP. &LASS STOREFRONT PI/ :6" BLACK ANODIZED ALUM. BASE. --� NEUTRAL PIER — I /8 "xI I /2 "x3 "xI 1/2" 5TL_ ANGLE (PAINT P -I). 1/4" EtTL. FELL LENGTH OP -- TRC!,!_IS 0 WALL BY 6.C. ANCHOR BLOCK'S. • 52" O.G. STASEERED TOP 4 BOTTOM BY P.G. I/4 "x2 1/4" THRU BOLTS. q VERIFY j 1 1/2" V ' N.T.S. ELK ANOP. ALUM. BREAK MTh. OVER ! x NAILER - MATCH BASE 4 REVEAL NEUTRAL PIER —� BY LANDLORD —NEUTRAL PIER BY LANDLORD 3/4" x 5/4" BL`s, ANOP. MTL. WEAL 2x5 WOOD TRELLIS MEMBER BY P.G. CENTER TRACK ON WIDTH OP TRELLIS MEMBER TRACK LIGHT AT TRELLIS PERCEIVED CITY OF TI IKW'IIA AUG 12 1991 PERMITCE TER PAINTED (P -I) POWER FEED CONDUIT THRU 2x3 TRELLIS MEMBER, CENTER ON MEMBER - BY P.G. SCALE: 1 1/2" = I' -O" V 9 TRACK LIGHT - SEE R.G.P. FOR APPITIONAL INFORMATION 3408 HALF SCALE z 0 .1 t to co W tIJ z CO CO I— 150 Fi a FLOPPY: GREEN LAST DAIS: 00 000 00 PLATE RM RI ER RE .: TANG . LAR DI .PLAY N.T.S. N.T.S. i � - a �rr�r•al�mr 50.912" TRIANGLE DISPLAY BAD (W I TH#'L T STOR .A6E) B.4S (WITH STORA9 ) N.T.S. AMM N.T.S. TRIANGLE DISPLAY N.T.S. 111111111111JIIIIIIIIIIIIIIIIII1I IIII ail} 11• R1i11111111111111111111 11111 IIIIIIIIIIIIIIIIIIIIi111111111g11111111111 11111 11111111111 1111111lI III (I1IIII111111I,III1111111111111 0 HITHS INCH 1 2 ` 3 4 5 6 7 8 9 10 11 MADE INOERMJWT 12 NOTE: If the microfilmed document 1s less clear than this ' h notice, it is due to the quality of the priginal document. 0 OC 6Z 81. LZ 9Z GZ 4 7z Cz ze Iz Oz 61 91 Ll 91 St in el zl L Ol 6 9 6 9 9 •i C Z 1 rill 0 IIIIII ILIIllillllll111111l1IIIIlifil ;illlllflll 1 , 11111l1 fillnllllnllliilllll1 111 niIIIIIIIIIII !WIWIWW 1lll1111111ll1ll111 11 111 , I II+ !PAM 1 Il III+ IIiIIIII,IIIl I �I II. 1 III�IiIIIiIL, -- - ,.,lllilllllllll1lll - Illilllll1 . .. .. :. -. .:: .- ..•! -.... ..:: _.!_. .. �..:.,. ....... ... t � ... "..'�^ -0FlY.f.:G ..,..,. j`d t '. ,.:. "_. x..L l ' i. . w... .. '. �.:: 1..... ;;' {t t ...' UBE DISPLAY TRIANGLE DISPLAY RE . TAN LAR Di = PLAY RECEIVED CITY OF TUKWILA AU612191 PERMIT CENTER N.T.S. 3408 le 0 N.T.S. Q .� 0 F- < z ow Ch er 110 Z 0 1 I- 0 eitt 0 CL 158-F2 rLOFF Y: 45 I 1 ZEM AST DATE;, Oa °°° °C) see we TA IL 4 /Al rola ADDI TI O NAL I NFORMAT ION . BA KWALL ELVES to to A.2S — SLATWALL BRACKETS N.T.S. NOTE: INSTALLERS SHALL PROVIDE CUT-OUTS FOR ELECTRICAL IN IeII LD AS REWIRED. -48 Am, WALL COUNTER Q °METRIC 1 111 1 111 1 IiI I I • r• f. n� r -... Y 1 a F ,. IIIIIIIIIIIIIII1 II1III14Ij1IliI11iIIIIII1III11 111111111111111 Ill;III11111111IIII1111111111 11111111111111111111 F IitIiIFI 1 !II111111111II!1III1IIII IIIiii 2 3 4 5 6 7 8 4 10 11 huoE at GERMANY 12 NOTE: If the microfilmed document is less clear than this . ' notice, it is due to the quality of the�priginai document. OC 63 se LZ 9Z SZ 1 7Z EZ ZZ I Oz 61. s{. L + t 91 GI 47 CI Zl II O1 6 s ! 9 S +i e Z Iiiii! III I !IIIIIIIIIII,IIIIIIIIIIIi! III! I!! I;!!! I!! I! II! Ilill! IIIIiI! !!IIIIIIIIIIIIIIIIIIIIIIIIIII II II!Illlii!iI!IIIIII!!III!II IIIII! III III! IIIII !IIIIIIII!IIIIIIIlll!!III!II1! 1111111111111111111111011111111111111 I ! I il l� ! ,., , i�IIIIL i 0 a RUN CONDUIT AND INSTALL J DURING ASSEMBLY AE RE CZ) IRED BY ELECT. ORAYVI ") -- R. . TER ASE - - NOTE SEE i?ETAIL /Act AND 4/A1 FOR F1xT}Jfe J.I REQUIREMENTS . RECEIVED CITY OI=TIIKWILA AUG 1 2 1991 PERMITCENTER - FONT E LMVATION OF CASE IS SIMILAR TO SIDE~ ELEVATION N.T.S. N.T.S. REVISIONS flnISUBSOAPOMININft z 0 ice! .1 0 LU Z < he 0 n 156Pf FLOPPY:' GREEN LAST GATE: 00000 00 LIBRARY IIELVIN . N.T.S. N.T.S. LIBRARY . $HEL!/ING SLATWALL 'SACK N.T.S. LIBRARY 0 ti ----- NOTE: RUN GONI2UIT ANP INSTALL LIGHT F IXTURES DURING ASSEMBLY AS REQUIFR.EO 13Y ELECT. PRAJNINSS. -- (2) F=LUORESCENT UPLIGHTS SALES FLOOR 4 -- WHITE GLASS N.T.S. S Aj- f v�S UU E .: TABLE _: E NO GLASS DOOR 7 -- PIN (P.I) ATTACH TO SLAT- .06( WALL, SEE SHEET PI PoR SIZE. N.T.S. N.T.S. N.T.S. 08 6Z 8G LZ 9Z SZ +rZ . £Z II II �IJI(I IIIIIIJI IIJIIIIIIII'IIIIIIIIIIIIN� ;tllf[ 0 16THSIHCH 1 2 3 y. A" .v .�f w r i ? 1 �:; Lit .f'• #',;rf `t s '� II11[11 I 1 I II IIIIIIIII IIIIIiIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIII11111 11111111111111 11111111111111111111111111111111111111M 4 5 6 7 8 9 10 11 MADEMGERMANY 12 NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the original document. ZZ Li: 0? 6l 8l Ll 91 Sl bl £i Zl U 01, 6 9 !. 9 S ti C Z t Ww 0 111; 1111111! 11111111I1111111iIIn1111111111ni1{ 111ni111111I111111 11 11111111111 1► IIPInI1d111111I11111111111In11I11111 111il 11111(11 1111111111111111111111111111II1f111ii111111111 IIn111 1611i11In1111IIII111111911111111III111111110111111111 11111lnnll i1111nI111111IIII1111111111 DI PLAY CORNER LIBRARY BASE FLUORESCENT LIGHT ra „ '—� 2 OL E .+ TABLE . A E - NOTE: PROVIDE 4 -PLEX OUTLET IN UNIT. RECEIVED CITY OF Tt1KWIL AUG 12 1991 PERMIT CEDER BINDING ORDER 158F4 FLOPPY: GREEN LAST DATE. 00000 00 NOTE: SEE ELECTRICAL DRAININ9s PAOR LIE.HTINO INP•O. VALAN E t LIBRARY N.T.S. , III I�I IIIIIIIIIIIIIIIII !lIIIIlIIIIIII111I1 l IL.II 111111111111111111111 ( IIIII111I1IlI111I1IIIIIIIIi I I I I ! I I I 1 I 11111 I II 11111111111 111111IIIIIIIIIIIIIII(IIIIII p t6 INCH 2 3 4 5 6 7 8 9 10 11 MN,EMOEPMmv 12 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. pc 6E 8e LE 9E s ce. zz l I i!Iii! itl ll e 0e 6L 81 it 91 St Vt et El ‘1. 01 6 a L. 9 s e z I rW IIIII�illllllll�lfilfll�i�l���1IiII�IIIIILI !I II IIIIIII�iIIflllfilllll� 11111{ 1111!lffl! Iilillif1111hill 'Iililll! IjII11i111 >, f ., � ' ��1 1 1)Ill!I {II 1111 {1 1 If l l I 9� ii LiIIIIlilIIIIL, IIIIIIIIIIIliIlli�II IIIII�IiI'lir IIII 1liillll! i�llll• t A,"1 .i?r.f ... , , .L'.` '.. :.:'.:ti.;a. .. `rA =; >.� .. ^Ktr ^.. .. - ., x- _, ., r.. . -..,._ _.__.._... •ftt�',�5 °'lf�l tr ✓.., .. -, �r. ,. d /�; , REGISTERED ITECT REVISIONS OATS 6 AU• Oil 1 4. N FLUE SHELVING NOTE: BAR, SHELVES, PLATPORMry AND FLUES ALL SHIPP EIP LOOSE. RECEIVED CITY OF TUKWILA AUG 12 1991 PERMIT CENTER 8408 N.T.S. N.T.S. ORDER .tea. z 0 ao „ in 11 Z L o Ii► 01 I- 04 usi Lu . Ca) imam ; >4 way us o 16 • • (38)- GREENHECK EXHAUST FAN, 90CFM 0 .125 ESP. INTERLOCK WITH LIGHT SWITCH. PROVIDE 60 EXHAUST DUCT UP FROM FAN AND VTR TO GREENHECK MODEL RDSP ROOF CAP. PRPViDE BACKDRAFT DAMPER AT 7AN. AIR EDULE SEE DETAlt SMOKE DETECTOR 0 RETURN AIR PLENU ROOF MOUNTED A/C UNIT NO. 1 CONTRACTOR TO COORDINATE EXA011 PLACEMENT WITH STRUCTURAL ENGiNEER AND OWNER PRIOR TO INSTALLATION AND CONS fRUCT1ON. • { 41- AIR CONDITIONING UNIT SCHEDULE 22 x 20 • • ENT. AIR DEG. F:DB** 78.2 M.* 62.9 AMBIENT** g3 L. AIR DEG. F:D13.0 53.6 WBac 52.6 RH*1 42.7% PROVIDE W/ ECONOMIZER AND LOW AMBIENT KIT, FLUE SHIELD, AND TIME GUARD IL FACTORY ROOF CURB, T-STAT W/ SUBBASE 410NAIT,HEATICOOLAUTO/FAN), VIBRATION ISOLATION, AND TWO SETS OF 1" DISPOSABLE FILTERS. EER SHALL BE A MINIMUM OF: 9.5 *111•11.1•Of.11.1111.1f MATCH LINE INIMMAII.1■14 22 x 20 • ' ••■•■ •10■14.1t. 7; I r * • ; I • t 1 : • • • . • • 11 • t 4 T ... *lr• ''''' "Tr , I I : ::::::::Z.C.:::. . . . { . • • t . . t 1 I ' : i t : I T; I, : I ...... ,...: ..... 22"O SPIV...18M seeesesse , h pr ( / c!.-1.1■ ! I V NOTE: NO FLEX n : UNDERCUT DOOR 1/2" MA TCH UNE .• . . ...... ...... .. ..... LIGHTING FLOOR PLAN SCALE 1/4" es 1 Nom DUCT TO EXCEED E'Lk =====) 6.4 ... 22 x 20 5' IN LENGTH. j t: BE 20"0 EX.2 . • 1 0€ 6 I Z 8 i e 111111111111111111111 LEGEND ..... .. •... .... • I r • • • • MO 8 1 ROOF STRUCTURE 0 \ teassostursuvwsress WORMIWIIaaffamtm DOWN DISCHARGE ROOF MOUNTED A/C UNIT WITH FACTORY CURB 16"0 *•::•••" . • . - t1•:s: FINISHED FLOOR CONDENSATE DRAIN CIETAIL NEW 4-WAY SUPPLY AIR DIFFUSER (SOLID LINE) NEW RETURN AIR GRILLE (SOLID LINE) NEW DUCTWORK (SOLID LINE) WV\ NEW FLEX DUCT (SOLID LINE) THERMOSTAT LITTITTIll'isi 20 (1,71111 Varilliffili111111111.11 11111111111111111 11111111111111 I 111111111111111111I11 11111 1 11111111 0 THS INCH 2 ! 3 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the 'original 4-- r +8*-101 + fa, 8 than this document. M1101~04:Relisass.t.e.ragste. tansiespsyslesaidl,.....1.1.1*1111A7ssmax _4 -- 11111O011111 1 1121461111131111ellitaillP 1•1.100111....f.lf A. LIGHTING FLOOR PLAN e -- scil - v7vTI TT ....... ------- ...... ........ .... ..... ....... ------- ................. ......................... ser-fs •••••••■••■••••■••••■••■■. 0 C 6 13 ° "15 7 4 -7 ==. 1 7 140 80 4_ S7 .4.00rf•f MY WC, ,Attlt tr.t. .e:LA I i ; : 1 ! - S.=.S=S•es-"""e•Sesete Meee....=rssesSel re===elte,...essses=== e.,==== + I C.1 : \ FULL SIZE COPER CONDENSATE DRAIN LINE r••••"`w P-TRAP AND VENT AT UNIT SLOPE 1":10' LAV OR SINK TRAP SEE MECHANICAL -.----.---- Nits PLAN FOR ROUTING AND SIZE CAST IRON WASTE PIPE SEE PLUMBING PLAN I2 4- • VENT THRU ROOF i STEEL VENT PIPE SEE PLUMBING PLAN • • • ... • ^ MECHANICAL CONTRACTOR TO SECURE ALL MOUNTED MECHANICAL EQUIPMENT TO ROOF STRUCTURE PER CODE REQUIREMENTS. L ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE SOUTHCENTER MALL "TENANT HVAC SYSTEM CRITERIA" DATED 2/90. By entering into a contract with the Owner, Owner's Representative or General Contractor the Contractor acknowledges that he has thoroughly reviewed and understands the intent of the drawings and specifications and acknowledges that the plans and specifications are complete and can produce complete and functional systems. The Contractor agrees to notify the Engineer that he is the successful bidder and agrees to hold a pre-construction conference with the Engineer to review all aspects of the job including the design. At this meeting the Engineer shall field all questions the Contractor has relative to the design. The Contractor shall notify the Engineer of the dote, time and place of the pre-construction conference. 11111 11111111 11 1 1 1 111 9 10 9 LZ 93 5.,'Z 1 13 CZ ZZ tZ OZ 61. 81 II 9L 51. 1 71. CI I LI 0 • 1, nulindmAndnnhpdmilindmilmdmilmHnjflphminqlipdlmhdunhi • • , • . • • ", • - • 9 S env 0 1j111101111 1 X wt. N s, C MECHANICAL NOTES: , •-• +, • • ••••e , „ RAA .100 NO 0712430 1.Furnish all labor, materials, tools equipment, drayage, rigging, fees, permits, certificate of inspection, etc., necessary or reasonable, required for the complete installation of all air conditioning work. The work shall be in strict accordance with ASHRAE Guide, and all local and state codes, ordinances and regulations. 2.Within 30 days after award of contradt, submit a complete list (partial list not acceptable) of equipment and material. Submittals shall include the manufacturer's specifications, dimensions, and ratings of equipment clearly identified by the same symbol scheduled on the drawings. 3.In the event that the contractor finds discrepancies or omissions, or in is in doubt as to the exact meaning of the plans and/or specifications, he shall, before commencing work, contact the mechancial engineer through the architect for clarification. 4.Ducts shall be fabricated of prime galvanized lock forming quality steel sheets, of a gauge in accordance with the following table: Ducts with longest side not more than 12" in width . . 26GA. Ducts with longest side 13" to 30" in width 240A. Ducts with longest side 31" to 40" in width 22GA. Ducts with longest side over 40" 200A. 5.Provide flexible connections between equipment and ductwork (Durodyne "Griplock" or equal). Provide sheet metal shield over exposed joints. Cover all joints, seams, and locks on the interior and exterior ductowrk with 4 oz. canvas saturated with vinyl acrylic duct sealant (UL listed, flame spread: 0) to make air tight. Flexible ductwork shall be of flexible wire reinforced fiberglass duct (Type UL, Class 1), and nylon liner and cover. Connectors to be UL approved. Flexible ductwork shall be limited to run-outs to diffusers of eight feet or less, supported with strap hangers. 6.Provido radius elbows, turning vanes, and splitter dampers in branches and extractors where applicable. 7.Insulate first 10 of duct work with 1" internal insulation for acoustics. 8.Duct sizes shown are "clear inside' dimensions. 9.Test and balance system per AABC stendarde by an independent AABC certified contractor. Submit report to Engineer within 10 days of completing test and balance. The test and balance portion of the contract shall be subcontracted directly to the general contractor. The test and balance for this project shall not be a subcontract to the mechanical contractor. 10.AII duct work to be constructed and installed in accordance with "ASHRAE Guide and SMACNA Standards". 11.Tape all duct joints with arabol adhesive. 12.Ductwork insulation shall be installed by a licensed insulation contractor in accordance with manufacturer's installation instructions. All acoustic liner to be minimum two pcf density with NFPA 90A approved liner or coating. Thermal insluotion shall be minimum 3/4 pcf density with a maximum "K" factor of 0.30 at 75 degrees, and shall have a flame retardant foil-skimkroft vapor barrier (FSK), fastened to ductwork with 16 go. wire at 12" o.c. All insulation shall hove a flame spread rating of 25 or less and a smoke developed rating of 50 or less. Interior sheet metal ductwork, above ceiling, to be insulated with 1" duct liner or wrap with 1 1/2" fiberglas duct wrap. 13.Exact placement of diffusers and registers to be coordinated with Architect and Electrical (Designer/Contractor). 14.Contractor to verify location of all air equipment so that no interferences are encountered with other equipment or with structural elements. 15.Mechonical Contractor to verify that ail duct work will fit where indicated without interferences. 16.Contractor and Architect to verify T-stat locations. 17.Temperoture Cont) Provide all conduit, wiring, etc., as required to have systems operate under specified sequence: Provide seven-day clock, night thermostat, day thermostat, and bypass timer for fan coil unit. Outside air damper shall be 200 cfm minimum open on day cycle. Outside air closed on night cycle. 18.AII supply and return ducts must drop between roof joists (verify before setting units). 19.Coordinate all mechanical work, including equipment and piping, with Architect and other trades prior to instollation. 20.Keep all flues and exhaust caps a minimum of 10' away from all fresh air intakes on AC units and all vertical portions of building. 21.Flasri and counter flash all roof openings. 22.Mechanical Contractor to install new filters in oil AC units at turnove plus one set of spore filters. 23.Insulate all exterior exposed piping. 24.Mechanicol Contractor shall verify location of existing mechanic° equipment in field prior to construction. 25.Size all natural gas orifices for 979' MSL. 26.Flash and counter flash all roof openings. 27.Contractor to level all mechanical equipment. 28.Mechanical Contractor to provide fire dampers at fire rated walls and ceilings penetrated by ducts and diffusers. See Mechanical plan for exact loggEons 29.Insulate all exterior exposed piping. tIKVVIUt% 30.Provide vibration isolators on all mechanical equipment. CITY OF T 31.Mechanical Contractor shall adequately anchor all piping so that T AMA 2 199 operation shall not damage piping, equipment or structure. Provide pipe hangers at a maximum 10'-0" on center. PERMITCENTER 3408 REVISIONS PROJECT 0111Milellsaltims1MainitIMIP 91158 F BINDING 17 of 21 ORDER z 0 ..1 Pima z (I) MP ILJ Z Z < X ILI 0 0 69 CO 1 )- UNIT NOIMANUFACTURER MODEL ND. NOMINAL TONS NOMINAETESP CFM WG S4 LIPH IFM HP OFM HP COPR. VOLTS] 2 HEATING MBH IN HEATING MEM OUT SMOKE DETECT. WT. L.BS. MIN. OSA CFM REMARKS 1 CARRIER 7.5 3000 .05 75.11 13.6 EA. TVIAL. 7.2 208/ 31/4 36.1 120.0 96.) \ S 1,057 300 , p)43008 nn m "PMe - SUPPLY AIR DIFFUSER TAUS "PAR" RETURN AIR GRIU-E STEEL NO 22x22 27x27 YES - - _ • • (38)- GREENHECK EXHAUST FAN, 90CFM 0 .125 ESP. INTERLOCK WITH LIGHT SWITCH. PROVIDE 60 EXHAUST DUCT UP FROM FAN AND VTR TO GREENHECK MODEL RDSP ROOF CAP. PRPViDE BACKDRAFT DAMPER AT 7AN. AIR EDULE SEE DETAlt SMOKE DETECTOR 0 RETURN AIR PLENU ROOF MOUNTED A/C UNIT NO. 1 CONTRACTOR TO COORDINATE EXA011 PLACEMENT WITH STRUCTURAL ENGiNEER AND OWNER PRIOR TO INSTALLATION AND CONS fRUCT1ON. • { 41- AIR CONDITIONING UNIT SCHEDULE 22 x 20 • • ENT. AIR DEG. F:DB** 78.2 M.* 62.9 AMBIENT** g3 L. AIR DEG. F:D13.0 53.6 WBac 52.6 RH*1 42.7% PROVIDE W/ ECONOMIZER AND LOW AMBIENT KIT, FLUE SHIELD, AND TIME GUARD IL FACTORY ROOF CURB, T-STAT W/ SUBBASE 410NAIT,HEATICOOLAUTO/FAN), VIBRATION ISOLATION, AND TWO SETS OF 1" DISPOSABLE FILTERS. EER SHALL BE A MINIMUM OF: 9.5 *111•11.1•Of.11.1111.1f MATCH LINE INIMMAII.1■14 22 x 20 • ' ••■•■ •10■14.1t. 7; I r * • ; I • t 1 : • • • . • • 11 • t 4 T ... *lr• ''''' "Tr , I I : ::::::::Z.C.:::. . . . { . • • t . . t 1 I ' : i t : I T; I, : I ...... ,...: ..... 22"O SPIV...18M seeesesse , h pr ( / c!.-1.1■ ! I V NOTE: NO FLEX n : UNDERCUT DOOR 1/2" MA TCH UNE .• . . ...... ...... .. ..... LIGHTING FLOOR PLAN SCALE 1/4" es 1 Nom DUCT TO EXCEED E'Lk =====) 6.4 ... 22 x 20 5' IN LENGTH. j t: BE 20"0 EX.2 . • 1 0€ 6 I Z 8 i e 111111111111111111111 LEGEND ..... .. •... .... • I r • • • • MO 8 1 ROOF STRUCTURE 0 \ teassostursuvwsress WORMIWIIaaffamtm DOWN DISCHARGE ROOF MOUNTED A/C UNIT WITH FACTORY CURB 16"0 *•::•••" . • . - t1•:s: FINISHED FLOOR CONDENSATE DRAIN CIETAIL NEW 4-WAY SUPPLY AIR DIFFUSER (SOLID LINE) NEW RETURN AIR GRILLE (SOLID LINE) NEW DUCTWORK (SOLID LINE) WV\ NEW FLEX DUCT (SOLID LINE) THERMOSTAT LITTITTIll'isi 20 (1,71111 Varilliffili111111111.11 11111111111111111 11111111111111 I 111111111111111111I11 11111 1 11111111 0 THS INCH 2 ! 3 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the 'original 4-- r +8*-101 + fa, 8 than this document. M1101~04:Relisass.t.e.ragste. tansiespsyslesaidl,.....1.1.1*1111A7ssmax _4 -- 11111O011111 1 1121461111131111ellitaillP 1•1.100111....f.lf A. LIGHTING FLOOR PLAN e -- scil - v7vTI TT ....... ------- ...... ........ .... ..... ....... ------- ................. ......................... ser-fs •••••••■••■••••■••••■••■■. 0 C 6 13 ° "15 7 4 -7 ==. 1 7 140 80 4_ S7 .4.00rf•f MY WC, ,Attlt tr.t. .e:LA I i ; : 1 ! - S.=.S=S•es-"""e•Sesete Meee....=rssesSel re===elte,...essses=== e.,==== + I C.1 : \ FULL SIZE COPER CONDENSATE DRAIN LINE r••••"`w P-TRAP AND VENT AT UNIT SLOPE 1":10' LAV OR SINK TRAP SEE MECHANICAL -.----.---- Nits PLAN FOR ROUTING AND SIZE CAST IRON WASTE PIPE SEE PLUMBING PLAN I2 4- • VENT THRU ROOF i STEEL VENT PIPE SEE PLUMBING PLAN • • • ... • ^ MECHANICAL CONTRACTOR TO SECURE ALL MOUNTED MECHANICAL EQUIPMENT TO ROOF STRUCTURE PER CODE REQUIREMENTS. L ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE SOUTHCENTER MALL "TENANT HVAC SYSTEM CRITERIA" DATED 2/90. By entering into a contract with the Owner, Owner's Representative or General Contractor the Contractor acknowledges that he has thoroughly reviewed and understands the intent of the drawings and specifications and acknowledges that the plans and specifications are complete and can produce complete and functional systems. The Contractor agrees to notify the Engineer that he is the successful bidder and agrees to hold a pre-construction conference with the Engineer to review all aspects of the job including the design. At this meeting the Engineer shall field all questions the Contractor has relative to the design. The Contractor shall notify the Engineer of the dote, time and place of the pre-construction conference. 11111 11111111 11 1 1 1 111 9 10 9 LZ 93 5.,'Z 1 13 CZ ZZ tZ OZ 61. 81 II 9L 51. 1 71. CI I LI 0 • 1, nulindmAndnnhpdmilindmilmdmilmHnjflphminqlipdlmhdunhi • • , • . • • ", • - • 9 S env 0 1j111101111 1 X wt. N s, C MECHANICAL NOTES: , •-• +, • • ••••e , „ RAA .100 NO 0712430 1.Furnish all labor, materials, tools equipment, drayage, rigging, fees, permits, certificate of inspection, etc., necessary or reasonable, required for the complete installation of all air conditioning work. The work shall be in strict accordance with ASHRAE Guide, and all local and state codes, ordinances and regulations. 2.Within 30 days after award of contradt, submit a complete list (partial list not acceptable) of equipment and material. Submittals shall include the manufacturer's specifications, dimensions, and ratings of equipment clearly identified by the same symbol scheduled on the drawings. 3.In the event that the contractor finds discrepancies or omissions, or in is in doubt as to the exact meaning of the plans and/or specifications, he shall, before commencing work, contact the mechancial engineer through the architect for clarification. 4.Ducts shall be fabricated of prime galvanized lock forming quality steel sheets, of a gauge in accordance with the following table: Ducts with longest side not more than 12" in width . . 26GA. Ducts with longest side 13" to 30" in width 240A. Ducts with longest side 31" to 40" in width 22GA. Ducts with longest side over 40" 200A. 5.Provide flexible connections between equipment and ductwork (Durodyne "Griplock" or equal). Provide sheet metal shield over exposed joints. Cover all joints, seams, and locks on the interior and exterior ductowrk with 4 oz. canvas saturated with vinyl acrylic duct sealant (UL listed, flame spread: 0) to make air tight. Flexible ductwork shall be of flexible wire reinforced fiberglass duct (Type UL, Class 1), and nylon liner and cover. Connectors to be UL approved. Flexible ductwork shall be limited to run-outs to diffusers of eight feet or less, supported with strap hangers. 6.Provido radius elbows, turning vanes, and splitter dampers in branches and extractors where applicable. 7.Insulate first 10 of duct work with 1" internal insulation for acoustics. 8.Duct sizes shown are "clear inside' dimensions. 9.Test and balance system per AABC stendarde by an independent AABC certified contractor. Submit report to Engineer within 10 days of completing test and balance. The test and balance portion of the contract shall be subcontracted directly to the general contractor. The test and balance for this project shall not be a subcontract to the mechanical contractor. 10.AII duct work to be constructed and installed in accordance with "ASHRAE Guide and SMACNA Standards". 11.Tape all duct joints with arabol adhesive. 12.Ductwork insulation shall be installed by a licensed insulation contractor in accordance with manufacturer's installation instructions. All acoustic liner to be minimum two pcf density with NFPA 90A approved liner or coating. Thermal insluotion shall be minimum 3/4 pcf density with a maximum "K" factor of 0.30 at 75 degrees, and shall have a flame retardant foil-skimkroft vapor barrier (FSK), fastened to ductwork with 16 go. wire at 12" o.c. All insulation shall hove a flame spread rating of 25 or less and a smoke developed rating of 50 or less. Interior sheet metal ductwork, above ceiling, to be insulated with 1" duct liner or wrap with 1 1/2" fiberglas duct wrap. 13.Exact placement of diffusers and registers to be coordinated with Architect and Electrical (Designer/Contractor). 14.Contractor to verify location of all air equipment so that no interferences are encountered with other equipment or with structural elements. 15.Mechonical Contractor to verify that ail duct work will fit where indicated without interferences. 16.Contractor and Architect to verify T-stat locations. 17.Temperoture Cont) Provide all conduit, wiring, etc., as required to have systems operate under specified sequence: Provide seven-day clock, night thermostat, day thermostat, and bypass timer for fan coil unit. Outside air damper shall be 200 cfm minimum open on day cycle. Outside air closed on night cycle. 18.AII supply and return ducts must drop between roof joists (verify before setting units). 19.Coordinate all mechanical work, including equipment and piping, with Architect and other trades prior to instollation. 20.Keep all flues and exhaust caps a minimum of 10' away from all fresh air intakes on AC units and all vertical portions of building. 21.Flasri and counter flash all roof openings. 22.Mechanical Contractor to install new filters in oil AC units at turnove plus one set of spore filters. 23.Insulate all exterior exposed piping. 24.Mechanicol Contractor shall verify location of existing mechanic° equipment in field prior to construction. 25.Size all natural gas orifices for 979' MSL. 26.Flash and counter flash all roof openings. 27.Contractor to level all mechanical equipment. 28.Mechanical Contractor to provide fire dampers at fire rated walls and ceilings penetrated by ducts and diffusers. See Mechanical plan for exact loggEons 29.Insulate all exterior exposed piping. tIKVVIUt% 30.Provide vibration isolators on all mechanical equipment. CITY OF T 31.Mechanical Contractor shall adequately anchor all piping so that T AMA 2 199 operation shall not damage piping, equipment or structure. Provide pipe hangers at a maximum 10'-0" on center. PERMITCENTER 3408 REVISIONS PROJECT 0111Milellsaltims1MainitIMIP 91158 F BINDING 17 of 21 ORDER z 0 ..1 Pima z (I) MP ILJ Z Z < X ILI 0 0 69 CO 1 )- UNIT NO MANUFACTURER 'MODEL NO. CESCRIPTION MATERIAL DAMPER t i l br FA� nLIESS FINISH RETJARRS [1 Tt a raj (iP T1TUS "Plie SUPPLY AJR PIFFOSER [STEEL STEEL °Be 0130 6x8 8x8 13x13 15x15 NO NO STANDARD STANDARD nn m "PMe SUPPLY AIR DIFFUSER TAUS "PAR" RETURN AIR GRIU-E STEEL NO 22x22 27x27 YES STANDARD Pk V W - TITUS 272RL. -4 SUPPLY AIR DIFFMER STEEL 081) 8x6 10x8 NO STANDARD TITUS "PAR" RETURN AIR GR1U.E STEEL NO 14x14 14w14 YES STANDARD • r • • (38)- GREENHECK EXHAUST FAN, 90CFM 0 .125 ESP. INTERLOCK WITH LIGHT SWITCH. PROVIDE 60 EXHAUST DUCT UP FROM FAN AND VTR TO GREENHECK MODEL RDSP ROOF CAP. PRPViDE BACKDRAFT DAMPER AT 7AN. AIR EDULE SEE DETAlt SMOKE DETECTOR 0 RETURN AIR PLENU ROOF MOUNTED A/C UNIT NO. 1 CONTRACTOR TO COORDINATE EXA011 PLACEMENT WITH STRUCTURAL ENGiNEER AND OWNER PRIOR TO INSTALLATION AND CONS fRUCT1ON. • { 41- AIR CONDITIONING UNIT SCHEDULE 22 x 20 • • ENT. AIR DEG. F:DB** 78.2 M.* 62.9 AMBIENT** g3 L. AIR DEG. F:D13.0 53.6 WBac 52.6 RH*1 42.7% PROVIDE W/ ECONOMIZER AND LOW AMBIENT KIT, FLUE SHIELD, AND TIME GUARD IL FACTORY ROOF CURB, T-STAT W/ SUBBASE 410NAIT,HEATICOOLAUTO/FAN), VIBRATION ISOLATION, AND TWO SETS OF 1" DISPOSABLE FILTERS. EER SHALL BE A MINIMUM OF: 9.5 *111•11.1•Of.11.1111.1f MATCH LINE INIMMAII.1■14 22 x 20 • ' ••■•■ •10■14.1t. 7; I r * • ; I • t 1 : • • • . • • 11 • t 4 T ... *lr• ''''' "Tr , I I : ::::::::Z.C.:::. . . . { . • • t . . t 1 I ' : i t : I T; I, : I ...... ,...: ..... 22"O SPIV...18M seeesesse , h pr ( / c!.-1.1■ ! I V NOTE: NO FLEX n : UNDERCUT DOOR 1/2" MA TCH UNE .• . . ...... ...... .. ..... LIGHTING FLOOR PLAN SCALE 1/4" es 1 Nom DUCT TO EXCEED E'Lk =====) 6.4 ... 22 x 20 5' IN LENGTH. j t: BE 20"0 EX.2 . • 1 0€ 6 I Z 8 i e 111111111111111111111 LEGEND ..... .. •... .... • I r • • • • MO 8 1 ROOF STRUCTURE 0 \ teassostursuvwsress WORMIWIIaaffamtm DOWN DISCHARGE ROOF MOUNTED A/C UNIT WITH FACTORY CURB 16"0 *•::•••" . • . - t1•:s: FINISHED FLOOR CONDENSATE DRAIN CIETAIL NEW 4-WAY SUPPLY AIR DIFFUSER (SOLID LINE) NEW RETURN AIR GRILLE (SOLID LINE) NEW DUCTWORK (SOLID LINE) WV\ NEW FLEX DUCT (SOLID LINE) THERMOSTAT LITTITTIll'isi 20 (1,71111 Varilliffili111111111.11 11111111111111111 11111111111111 I 111111111111111111I11 11111 1 11111111 0 THS INCH 2 ! 3 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the 'original 4-- r +8*-101 + fa, 8 than this document. M1101~04:Relisass.t.e.ragste. tansiespsyslesaidl,.....1.1.1*1111A7ssmax _4 -- 11111O011111 1 1121461111131111ellitaillP 1•1.100111....f.lf A. LIGHTING FLOOR PLAN e -- scil - v7vTI TT ....... ------- ...... ........ .... ..... ....... ------- ................. ......................... ser-fs •••••••■••■••••■••••■••■■. 0 C 6 13 ° "15 7 4 -7 ==. 1 7 140 80 4_ S7 .4.00rf•f MY WC, ,Attlt tr.t. .e:LA I i ; : 1 ! - S.=.S=S•es-"""e•Sesete Meee....=rssesSel re===elte,...essses=== e.,==== + I C.1 : \ FULL SIZE COPER CONDENSATE DRAIN LINE r••••"`w P-TRAP AND VENT AT UNIT SLOPE 1":10' LAV OR SINK TRAP SEE MECHANICAL -.----.---- Nits PLAN FOR ROUTING AND SIZE CAST IRON WASTE PIPE SEE PLUMBING PLAN I2 4- • VENT THRU ROOF i STEEL VENT PIPE SEE PLUMBING PLAN • • • ... • ^ MECHANICAL CONTRACTOR TO SECURE ALL MOUNTED MECHANICAL EQUIPMENT TO ROOF STRUCTURE PER CODE REQUIREMENTS. L ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE SOUTHCENTER MALL "TENANT HVAC SYSTEM CRITERIA" DATED 2/90. By entering into a contract with the Owner, Owner's Representative or General Contractor the Contractor acknowledges that he has thoroughly reviewed and understands the intent of the drawings and specifications and acknowledges that the plans and specifications are complete and can produce complete and functional systems. The Contractor agrees to notify the Engineer that he is the successful bidder and agrees to hold a pre-construction conference with the Engineer to review all aspects of the job including the design. At this meeting the Engineer shall field all questions the Contractor has relative to the design. The Contractor shall notify the Engineer of the dote, time and place of the pre-construction conference. 11111 11111111 11 1 1 1 111 9 10 9 LZ 93 5.,'Z 1 13 CZ ZZ tZ OZ 61. 81 II 9L 51. 1 71. CI I LI 0 • 1, nulindmAndnnhpdmilindmilmdmilmHnjflphminqlipdlmhdunhi • • , • . • • ", • - • 9 S env 0 1j111101111 1 X wt. N s, C MECHANICAL NOTES: , •-• +, • • ••••e , „ RAA .100 NO 0712430 1.Furnish all labor, materials, tools equipment, drayage, rigging, fees, permits, certificate of inspection, etc., necessary or reasonable, required for the complete installation of all air conditioning work. The work shall be in strict accordance with ASHRAE Guide, and all local and state codes, ordinances and regulations. 2.Within 30 days after award of contradt, submit a complete list (partial list not acceptable) of equipment and material. Submittals shall include the manufacturer's specifications, dimensions, and ratings of equipment clearly identified by the same symbol scheduled on the drawings. 3.In the event that the contractor finds discrepancies or omissions, or in is in doubt as to the exact meaning of the plans and/or specifications, he shall, before commencing work, contact the mechancial engineer through the architect for clarification. 4.Ducts shall be fabricated of prime galvanized lock forming quality steel sheets, of a gauge in accordance with the following table: Ducts with longest side not more than 12" in width . . 26GA. Ducts with longest side 13" to 30" in width 240A. Ducts with longest side 31" to 40" in width 22GA. Ducts with longest side over 40" 200A. 5.Provide flexible connections between equipment and ductwork (Durodyne "Griplock" or equal). Provide sheet metal shield over exposed joints. Cover all joints, seams, and locks on the interior and exterior ductowrk with 4 oz. canvas saturated with vinyl acrylic duct sealant (UL listed, flame spread: 0) to make air tight. Flexible ductwork shall be of flexible wire reinforced fiberglass duct (Type UL, Class 1), and nylon liner and cover. Connectors to be UL approved. Flexible ductwork shall be limited to run-outs to diffusers of eight feet or less, supported with strap hangers. 6.Provido radius elbows, turning vanes, and splitter dampers in branches and extractors where applicable. 7.Insulate first 10 of duct work with 1" internal insulation for acoustics. 8.Duct sizes shown are "clear inside' dimensions. 9.Test and balance system per AABC stendarde by an independent AABC certified contractor. Submit report to Engineer within 10 days of completing test and balance. The test and balance portion of the contract shall be subcontracted directly to the general contractor. The test and balance for this project shall not be a subcontract to the mechanical contractor. 10.AII duct work to be constructed and installed in accordance with "ASHRAE Guide and SMACNA Standards". 11.Tape all duct joints with arabol adhesive. 12.Ductwork insulation shall be installed by a licensed insulation contractor in accordance with manufacturer's installation instructions. All acoustic liner to be minimum two pcf density with NFPA 90A approved liner or coating. Thermal insluotion shall be minimum 3/4 pcf density with a maximum "K" factor of 0.30 at 75 degrees, and shall have a flame retardant foil-skimkroft vapor barrier (FSK), fastened to ductwork with 16 go. wire at 12" o.c. All insulation shall hove a flame spread rating of 25 or less and a smoke developed rating of 50 or less. Interior sheet metal ductwork, above ceiling, to be insulated with 1" duct liner or wrap with 1 1/2" fiberglas duct wrap. 13.Exact placement of diffusers and registers to be coordinated with Architect and Electrical (Designer/Contractor). 14.Contractor to verify location of all air equipment so that no interferences are encountered with other equipment or with structural elements. 15.Mechonical Contractor to verify that ail duct work will fit where indicated without interferences. 16.Contractor and Architect to verify T-stat locations. 17.Temperoture Cont) Provide all conduit, wiring, etc., as required to have systems operate under specified sequence: Provide seven-day clock, night thermostat, day thermostat, and bypass timer for fan coil unit. Outside air damper shall be 200 cfm minimum open on day cycle. Outside air closed on night cycle. 18.AII supply and return ducts must drop between roof joists (verify before setting units). 19.Coordinate all mechanical work, including equipment and piping, with Architect and other trades prior to instollation. 20.Keep all flues and exhaust caps a minimum of 10' away from all fresh air intakes on AC units and all vertical portions of building. 21.Flasri and counter flash all roof openings. 22.Mechanical Contractor to install new filters in oil AC units at turnove plus one set of spore filters. 23.Insulate all exterior exposed piping. 24.Mechanicol Contractor shall verify location of existing mechanic° equipment in field prior to construction. 25.Size all natural gas orifices for 979' MSL. 26.Flash and counter flash all roof openings. 27.Contractor to level all mechanical equipment. 28.Mechanical Contractor to provide fire dampers at fire rated walls and ceilings penetrated by ducts and diffusers. See Mechanical plan for exact loggEons 29.Insulate all exterior exposed piping. tIKVVIUt% 30.Provide vibration isolators on all mechanical equipment. CITY OF T 31.Mechanical Contractor shall adequately anchor all piping so that T AMA 2 199 operation shall not damage piping, equipment or structure. Provide pipe hangers at a maximum 10'-0" on center. PERMITCENTER 3408 REVISIONS PROJECT 0111Milellsaltims1MainitIMIP 91158 F BINDING 17 of 21 ORDER z 0 ..1 Pima z (I) MP ILJ Z Z < X ILI 0 0 69 CO 1 )- PLUMBING NOTES: S„The drawings dre generally diagrammatic and do not show all necessary offsets and bends that may be 'required. The location of all ducts, conduit, equipment, and related items shall be verified in the field. Obtain and pay for fees, tests, and inspections required In connection with work. All work and materials shall be in full accordance with all governing codes and ordinances. The equipment and fixture rough -ins as shown are : accurate to the best of our knowledge. However, in some instances, the owner may substitute, or the equipment item moy vary from what is shown. Therefore, the contractor shall verify all critical dimensions and rough —in requirements with the equipment supplier prior to construction. Failure of the contractor to verify these dimensions shall place the responsibility for any subsequent relocations directly upon the contractor. 2.Complyy with all referenced commercial standards, specifications, codes, rules, etc. 3.Controctor shall verify exact location and number of plumbing fixtures free} architectural drawings. All costs necessary to furnish and install additional fixtures shown on architectural shall be Included in contractors bid price. Also verify available water pressure to building prior to construction. Notify Architect, /Owner if pressure is lower than that shown on water calculations. 4.in the event that the contractor finds discrepancies or omissions, or is in doubt as to the exact meaning of the pions and /or specifications, he shall, before commencing work, contact the mechanical engineer through the architect for clarification. Defective work: If inspection or tests show defect, replace such defective work or material and repeat inspection and tests. Make repairs to piping with new material. No caulking of screwed joints or holes will be acceptable. 5.W'ihin 30 days after award of contract. submit a complete list (partial not acceptable) of major items of equipment and materials. Submittals shall include the manufacturer's specifications, physical dimensions, and ratings cleorly identified by some identification scheduled on drawings. 6If the contractor desires to use mcterlal of equal quality other than that specified, he shall hove requested in writing approval of each such substitution and received approval • prior to bid opening. A contractor offering a substitution shall accept responsibility for its effect on the work of all trades. All costs of changes resulting from the inclusion of substitutions shall be paid by the contractor who requested such substitution. 7.Use to "L" hard drawn copper for all domestic water lines above grade and type "K" soft annealed below grade. Use wrought copper solder type fittings at all copper pipe connections, tube drawings are not approved. Make no joints below concrete slabs. 8.Use 95 -5 tin— antimony solder on all soldered Joints 1/2" through 2 ". Prepare Joints with solvent and emery cloth. On lines 2 1/2" and larger use silfos, or other silver brazing alloy of equivalent melting point and physical properties. Use suitable flux or equal self — fluxing brazing g 9.Controetor to extend water piping to all fixtures, outlets, and equipment. Provide shut -off valves or fixture stops, as required for t, proper service. 10.Flush water system completely and drain. Sterilize domestic water lines ' with 0.6 oz calcium hypochlorite`'per 100 gallons for 12 hours and flush. 11t9umbing contractor shall furnish and Install backflow protection devices required by agencies having jurisdiction. Assure that all piping . within the building does not block any space required for installation of ductwork as shown on drawing. 12.Size an hangers on insulated lines to fit around outside diameter of insulation specified with allowonces for galvanized sheet metal shield. 13.The intent of these plans is to modify the existing building plumbing . system as required to meet the new tenants requirements. The location of existing plumbing, waste, vent, water (and gas if applicable) piping, both above grade and underground, ore accurate to the best of our knowledge. The plumbing contractor shall verify the location, condition, and invert elevations of existing plumbing waste, vent, and water piping prior to construction. Failure of the contractor to verify field conditions prior to bidding these documents shall place the responsibility for any subsequent repairs, relocations, or revisions directly upon the contractor. 14.Install dielectric fitting between ferrous and non— ferrous materials. 15.Hot water piping (and cold water piping subject to . freezing) shall be insulated • above" grade with 3/4 fiberglass (Owens— Corning #725 ASJ). Pipe insulation with all service vapor barrier jacket. Seams and joints shall be . sealed with Foster 30 -60 white adhesive. Insulate fittings and valves up to stems. �16.Sanitary waste and vent piping, use standard weight asphalt coated No— Hub cast it n pipe p pe and fittings except for vents 2 1/2 and `smaller use g pipe. Connect No -Hub cast iron pipe and fittings together with stainless steel shield -clamp assemblies above floor and • joints below floor to be MG cast iron couplings or Husky Series 4000, heavy duty, all stainless steel couplings. Use approved pattern drainage type cast iron fittings on all waste piping. 17.Slope soil waste drain piping 3" and smaller at a gradient slope of not less than 1/4 p.i.f. unless 'specifically noted on the drawings. Slope soil waste drain piping 4" and larger at a gradient slope of not less than 1 /8 ",p.l.f. 18.1he fire sprinkler system shall be hydraulically designed in accordance with NFPA Std. #13 and local authority requirements. 19.Adequately support all piping against sagging, pocketing, .swaying and displacement. Properly space cnd apply hangers per specifications. 20.Exposed piping other than specifically noted otherwise shall be chrome plated. Where water pipes and valves are exposed in toilet areas, piping shall be threaded chrome and shall have chrome plated escutcheons and valve as required. 21.The installation of all valves, unions, thermometers, gauges or other indicating or recording equipment or specialties requiring frequent reading, repairs, adjustment, inspection, removal or replacement shall be conveniently and accessibly located with reference to the finished building. 22.General, mechanical, electrical aid plumbing contractors and sub— contractors shall coordinate their work prior to installation to provide for proper clearances between equipment, duct work, piping, joists, ceilings, etc. 23.Plumbing contractor shall coordinate the removal and demolition of any gas, water, vent or waste piping above grade not to be reused with the general contractor. Cut off below floor line and seal off gas tight any piping below grade that is not to be reused or removed. Patch and repair any holes or damages to existing walls, ceilings, floors, etc. caused by the re— piping, removal or piping, etc. to make the job complete as shown on the drawings. Coordinate finishes and textures with architect and owner. 24.The equipment of the following manufacturers is acceptable. subject to conformance with contract documents. Plumbing fixtures: American Standard. Crane, Eljer, Kohler. Closet seats: Sperzel, Bcneke and Church. Plumbing trim: American Standard, Eller, Crane, Chicago. Cleonouts /fixture supports: Zurn, Wade, Josom, J.R. Smith. 25.Al1 labor and materials furnished or installed under this section shall carry a written one (1) year guarantee by the plumbing contractor to the owner covering materials and workmanship in full existing equipment. Fixtures reused in this project are not covered by this guarantee. 26. ° Indirect and condensate drain lines to be copper type 'M' hard drawn copper with solder joints unless specifically noted otherwise. Provide P --trap on condensate lines from A/C units and evaporative coolers and drain to approved receptacle, slope at 1/4" p,i.f. minimum. 27. Condensate drains to be insulated with closed cell Aerotube pipe insulation, as manufactured by Jones— Monsville, a minimum of 1/2" thick to preclude condensation accumulation. 28. Each vent shall terminate not less than six (6) inches above the roof nor less than one (1) foot from any vertical surface and not less than ten (10) feet from or at leas. three (3) feet above any window, door, opening, air intake or vent shaft. 29. Flash vents through roof with sheet lead weighing not less than three (3) pounds per square foot, extend flashing into roofing at least ten (10) inches from vent and turn flashing over and down into vent opening. 30. Gos piping above grade shall be Schedule 40 block steel pipe with malleable fittings. 31. Gas piping joints may be screwed, cr if the pipe size is two inches or larger, the joints may be welded at the subcontractor's option. 32. Where gds pipe connects to equipment, it shall be provided with a drip leg the full size of the runout, a 100% shut —off valve and a union. 33. All gas line flexible pipe connectors shall be constructed of a one piece design and shall be UL and or AGA approved as required by local authorities. 34. All gas piping routed exposed across or on exterior or interior surfaces of building shall be primed and pointed after final inspections per architectural specifications and directions. 35. ; -All gas piping, water piping, condensate drains, etc. *sassing through " f 'the roof shall be flashed to the roof membrane with Stoneman Stormtite • seamless lead flashing assemblies. Install in accordance with • manufacturer's directions, flash into roofing per architectural specificdtions and directions. NEW 3" WASTE UNE TO TIE INTO EXISTING. NEW 3/4" COLD WATER TO TiE INTO EXISTING AT NEW WATER METER. NOTE: GAS PIPING SIZED IN ACCORDANCE WITH TABLE 12 -3 OF THE 1988 UNIFORM PLUMBING CODE BASED ON A NEW TOTAL DEVELOPED PIPING LENGTH OF 50 FEET AND A NEW NATURAL GAS DEMAND OF 120 MBH. NEW 3" WASTE LINE TO TIE INTO EXISTING. 3 NEW 3" r i PROVIDE NATURAL GAS SHUT OFF VALVE AND DIRTLEG AT UNIT. NEW 3/4" COLD WATER TO TIE INTO EXISTING. VERIFY EXACT SIZE AND LOCATION IN FIELD PRIOR TO CONSTRUCTION. PROVIDE NEW SHUT—OFF VALVE ent -NEW 3/4" GAS LINE FROM NEW GAS FIRED ROOFTOP A/C UNIT TO EXISTING NATURAL GAS STUB, METER AND REGULATOR AT EXISTING EQUIPMENT PAD ON ROOF. VERIFY SIZE, LOCATION, AND AVAILABLE DEMAND OF EXISTING GAS DISTRIBUTION WITH GAS CO., OWNER AND ARCHITECT PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY EXACT LENGTH OF EXISTING PIPING, PRESSURE, AND SYSTEM DEMAND IN FIELD. PRV VALVE SHALL BE INSTALLED AS REQUIRED BY CODE. 4" EXISTING WASTE CAPPED FOR FUTURE. VERIFY EXACT SIZE, LOCATION, INVERT, AND DIRECTION OF FLOW IN FIELD PRIOR TO CONSTRUCTION. PLUMBING FLOOR PLAN NEW 2" NEW 2" NEW 2" VENT LINE TO TiE INTO NEAREST EXIST. 2" OR LARGER. VERIFY EXACT LOCATION IN FIELD PRIOR TO CONSTR. NEW 3 "-- NEW 3" WASTE LINE TO 11E INTO EXISTING. NEW 3" SEE FLOOR PLAN FOR CONTINUATION. e......m V•• w+w.v.w�µn+ iiir..u+arR•.wnra.ww WCO NEW 3/4' ... `)i t NEW 1 1/2" NEW 2" h `._ NEW 1 1/2" WCO WASTE SCHEMATIC WA TER SCHEMATIC NEW 2" NEW 3" WCO t NEW 1 1/2" NEW 1 1/2" PROVIDE NEW SHUT— OFF VALVE NEW 3/4"•- NO SCALE NEW 3/4" NEW 1/2" 1 NEW 1/2" kg) NEW 1/4" NO SCALE SCALE: EXISTING GAS LINE. f lMrro w iw.'...aae t eeete ass : „.....,,..t.. teen oe ...._ . .. ..._..__.. . ..._......_ ....... ..__.._. . . ......_._...>« e.. 1I 9 ;wkfraA„bC'.KF.•, r r . n ! , 11 M :1 1! „ . : 1 !; t, :: 1, ,' :1 l (0) • ' `` ` ..., ✓ •'�; � '•'” -' en tr a -- . • 1 tr3xZ133, rJ...l.✓ r 33,3 wc": :. :5333333 Y Sa`11T33Ar...x:.. 33,3 fir � \ t \ ? '+ 2 . \‘43A,.\ Z) INSTANTANEOUS WATER HEATER, MOUNTED UNDER LAVATORY. I.T.S. MODEL MDT 3000. 120V,3KW FLOOR DRAIN: J.R. SMITH #2005—A—P—CP 1 s r j• f { 1 F {/ �„ t C7 ,( y,q�� �,yp� a M M3s.ON ` IH • 404" 4.I , 'N f i PLUMBING FIXTURE SCHEDULE (WO HANDICAPPED WATER CLOSET: AMERICAN STANDARD ##2168.128, ELONGATED "NEW CADET ", 1.5 GALLON SIPHON JET FLUSH, WITH CHURCH #320TL OPEN FRONT SEAT WITH COVER. WALL HUNG LAVATORY: AMERICAN STANDARD #0321.075, DECLYN VITREOUS CHINA WITH BACK OVERFLOW, FAUCET LEDGE, SOAP DEPRESSION, WITH #2350.057 CADET FITTING. CAlt WATER METER: ROCKWELL 5/8 ", MAGNETIC DRIVE, ##SR —U (DN 15mm) TRAP PRIMER: PRECISION PLUMBING PRODUCTS MODEL P - 2 Extend existing sprinkler heads thru ceiling. Refer to architectural drawings for special locations. Comply in strict accordance with NFPA 13, and local fire codes, rules, and regulations. Report any discrepancies, or special applications, to engineer prior to construction. Contractor shall coordinate and verify demolition of all plumbing utilities at existing toilet room to be removed with General Contractor and Architect. Cap all existing waste and water piping not used. Patch and repair all floor, ceiling and wall damaged by new construction and/ or demolition. PLUMBING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR BONDING OF WATER SUBMETER. By entering into a contract with the Owner, Owner's Representative or General Contractor the Contractor acknowledges that he hos thoroughly reviewed and understands the intent of the drawings rind specifications and acknowledges that the plans and specifications ore complete and can produce complete and functional systems. The Contractor agrees to notify the Engineer that he is the successful bidder and agrees to hold a pre — construction conference with the Engineer to review all aspects of the job including the design. At this meeting the Engineer shall field all questions the Contractor has relative to the design. The Contractor shall notify the Engineer of the date, time and place of the pre — construction conference. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE SOUTHCENTER MALL "TENANT DESIGN HANDBOOK ", DATED APRIL 25, 1990.. : .,«"' '" " ,.teen. . _... ...., ; �,:..1 ...., .r:=>x - e + - { w y Y a ` . "" te e .{ Yr Y� - e e j 1 t .... F x: v in • K 4r , -3,3*,.... t . ' 44..,::,:".7f :;. y :N 7 , �. has .c�e � W+ e +'�� 41 t r< s.. . r 1 . " � .t 1 ` 4',•. .....:7_ IIIIIIIIIIIIIIIII III�IIIIII�1 . I 1 141;1:1' 1 111ii11I1 11111 11IIIIIIIIII 1 jilil 1111111111:111111 (III 2 3 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 6? ee Lz 9? 9? 4 72 £L EZ lz OZ 61 91 Ll 91 5t tl tit el a Ol, 6 rim IIIl1�1111IIIIIh!li !'I!liIII Ilil6 111111111111!I1I Ili 1 !!!! iIIIIIiIIIIIIIIii!I`iII 11 MADE W o ERMANY PERMtTCENTER REGISTERED IT "T DAVID A. UDKOW STATE OF WASHINGTON RECEIVED CITY OF TUKWILA R Sc A JOB NO. 0712430 AUG 12 1991 1 A ;fir a., ; } t r IC ••• (S ) • • • Cl H Cl rri I I r Cl . • ........ "LPl "Lpi"--1 ! EEEEEE LP2"- 2,4,6 "LP1"- • • Cl MA Mil LINE EXIT and EMERGENCY LIGHT NOTE: Exft signs and emergency lights shall be connected to circuit serving that area per N.E.C. 700-12f and remain on at all times. They shall bypass local switching. Contractor shall provide "Lock--Oh" device at circuit breaker. '1E2: W TIME SWITCH & LIGHTING G CONTACTOR ABOVE eatel.21..er LIGHTING FLOOR PLAN • "LP1"- SCALE: ( • Cl 1 -0"NORTH 1 1+ ........ Cl 15 "LP2 S5 12 "LP2 15 G1 15 Cl 15 "LP1" - MAIN LIGHTING I CONTROL SWITCH 3 15 "LP1"-15 15 . . ' LIGHTING FLOOR PLAN EX. 15 MATCH —if--P"— 15 01 "LP1"-1 WI NOTE: All wire to be copper type THHN, THWN for #6 and smaller type XHHW for #4 and larger. PROVIDE (2) PIGTAIL STUB OUTS WITH 18" MINIMUM TAILING AT CENTER LINE OF WALL, ONE AT 12" A.F.F. AND ONE AT 8'- A.F.F. FOR HARDWIRING OF DISPLAY FIXTURES. E.C. SHALL CONNECT COMPLETE (4) TYPE "C" FIXTURES (FURNISHED BY OWNER) AND FLUORESCENT FIXTURES (FURNISHED BY F.C.) INSIDE DISPLAY CASE PROVIDE ACCESSIBLE J-BOX INSIDE DISPLAY CASE AS REQUIRED J-BOX AT +8-O A.F.F. FOR E.C. TO COMPLETE CONNECTION TO DISPLAY CASE LIGHTS WHICH INCLUDE (4) 'TYPE "C" FIXTURES (FURNISHED BY OWNER) AND (1) TYPE "G" FIXTURE (FURNISHED BY OWNER) TRACKLIGHTS IN TRELLIS AREA SHALL BE MOUNTED DIRECTLY TO BOTTOM OF TRELLIS AND CENTERED ON TRELLIS MEMBERS. POWER FEED TO TRACK SHALL BE FED THROUGH (1) CONDUIT CEILING DOWN TO TOP OF TRELLIS AND CONNECTED TO FIRST TRACK. FEED TO SEPARATE TRACKS SHALL BE RUN ACROSS TOP OF TRELLIS. CENTERED ON TRELLIS MEMBER FOR CONCEALMENT. PAINT ALL EXPOSED CONDUIT TO MATCH CEILING. OWNER SHALL PROVIDE (2) AMERICAN FLUORESCENT #TL213 SHELF LIGHTS WITH LAMPS TO BE INSTALLED BY E.C. AT EACH ..1-1 UNIT. CONNECT TO ITEM #19 ON POWER PLAN. SEE ARCHITECTURAL DRAWINGS "SECTION AT J-1 UNIT FOR MOUNTING DETAIL. OWNER SHALL PROVIDE, E.C. INSTALL HALO TRACK DUPLEX RECEPTACLE. #L-966P ONTO TRACK AT THE STORE FRONT TRELLIS. J-BOX AT +a'-o" A.F.F. FOR E.C. TO COMPLETE CONNECTION TO DISPLAY CASE LIGHTS WHICH INCLUDE (4) TYPE "C" FIXTURES (FURNISHED BY OWNER) AND (2) TYPE "C" FIXTURES (FURNISHED BY OWNER). KEYED NOTES DETAIL AT TRELLIS GENERAL NOTES 1. UNLESS OTHERWISE NOTED ELSEWHERE, THESE NOTES APPLY : 2. EXIT LIGHT WITH (2) COLOR PANELS EACH SHALL BE PROVIDED BY OWNER, (1) GREEN AND (1) RED. PROVIDE RED PANEL AT STORE- FRONT EXIT LIGHT AND GREEN PANEL AT STORE BACK EXIT LIGHT. OWNER REQUIRES OPTION TO INTERCHANGE PANEL COLOR. 3. THE FOLLOWING TRACK ACCESSORIES SHALL BE PROVIDED BY OWNER (QUANTITIES AS REQUIRED): BOX COVER HALO #L-900P LIVE END CONNECTOR HALO #L-901P 45 DEGREE FLEX COUPLING HALO iIL-902P 90 DEGREE ELL COUPLING HALO #L-904P MINI COUPLING HALO #L-908P CONDUIT FEED HALO #L-980P 4. ALL BALLASTS MUST BE ENERGY SAv. INC TYPE (ESB), SOUND RATED "A", THERMALLY PROTECTED. 5. ALL LAMPS, TUBES, BULBS, AND ETC. MUST SE ENERGY SAVING TYPE. 6. ALL RECESSED FIXTURES MUST BE THERMAL LINK "1" TYPE. • 7. ALL LAMPS, TUBES, AND BULBS MUST BE "MADE IN U.S.A." IMPORTS AND OFFSHORE TYPES ARE NOT PERMITTED. MAJOR MANUFACTURERS ONLY. i.e. PHILLIPS/WESTINGHOUSE. 8. THE FIXTURES SPECIFIED HEREIN HAVE BEEN PREAPPROVED BY THE OWNER AND THE ARCHITECTURAL COMMITTEE. ALTERNATES WILL NOT BE ACCEPTABLE. 9 IN THE EVENT THE OWNER/GENERAL CONTRACTOR FURNISHES THE FIXTURES, THE ELECTRICAL CONTRACTOR WILL RECEIVE THEM ON THE JOB SITE AND BE FULLY AND TOTALLY RESPONSIBLE FOR THE SAFE STORAGE AND PROTECTION AGAINST DAMAGE, LOSS OR THEFT. THE ELECTRICAL CONTRACTOR WILL PROVIDE ALL MISC. PARTS, HANGERS, NUTS, BOLTS, ETC. FOR COMPLETE INSTALLATION. 10. THE ELECTRICAL CONTRACTOR WILL PROVIDE ALL LABOR AND EQUIPMENT FOR THE WARRANTY OF IHE LIGHT FIXTURES AND LAMPS, REGARDLESS OF WHO FURNISHES THEM, FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF 'THE COMPLETED JOB BY THE OWNER. 11. DO NOT SCALE THESE PLANS. REFER TO THE ARCHITECTURAL SHEETS FOR ALL MEASUREMENTS. THESE PLANS SHOW GENERAL LOCATIONS ONLY. 12. NOTIFY THE DESIGNER/ENGINEER OF ANY DISCREPANCIES, ERRORS, OR QUESTIONS REGARDING THESE PLANS. 13. ELAN LIGHTING DISTRIBUTORS 130 E. GARRY AVENUE SANTA ANNA CA 92702 (714) 545-2442 DAVID BREHA TRACK LTG. POWER FEED J—BOX FEED CONDUIT (PAINTED) J—BOX (PAINTED) —WOOD TRELLIS MEMBERS CONDUIT THRU TRELLIS MEMBER TO LTG. TRACK POWER FEED. MARK SYMBOL A C Cl, G2 SURFACE MOUNTED FLUORESCENT STRIP LIGHT WITH 120V. BALLASTS. L.—...—.--I 3 FT. -- 1) F30T12RS 4 FT. - 2) F4ORS 1 4 FT. - 1) F4ORS r 1 4 SURFACE MOUNTED INCANDESCENT (1) 60W. I.F. EMERGENCY LIGHTING BATTERY PACK WITH LAMP HEADS. 111111111111111111111M DESCRIPTION 4 FT. DIAMETER RECESSED FLUORESCENT ROUND DOME WITH 120V. BALLASTS AND SOCKETS FOR 8-F40 T12RS LAMPS. 2 FT. DIAMETER RECESSED FLUORESCENT ROUND DOME WITH 120V. BALLASTS AND SOCKETS FOR 2-F840 T12RS LAMPS. LOW VOLTAGE RECESSED INCANDESCENT WITH 50W MR-16 LAMP. (OVER CASH WRAP) RECESSED INCANDESCENT DOWNLIGHT WITH 75W A19 LAMP. (IN SALES/ENTRY AREA) RECESSED INCANDESCENT WALL WASHER/ DOWNLIGHT WITH (1) 75W Al 9 LAMP. SURFACE OR CEILING MOUNTED EXIT LIGHT WITH BATTERY PACK. CONNECT TO UN- SWITCHED CIRCUIT. SURFACE OR PENDANT MOUNTED TRACK LIGHT LOW VOLTAGE WITH SOW MR-16 LAMPS. -TRACKS- 2 FT. HALO #1.-650 4 FT. HALO #L-651 8 FT. HALO #L-652 12 FT. HALO #L-653 SHELF LIGHT INDICATES FIXTURE TO BE FURNISHED WITH SINGLE LAMP EMERGENCY LIGHTING BATTERY PACK INSTALLED IN FIXTURE. CONNECT TO UNSWITCHED CIRCUIT. NOTES : ALL FLUORESCENT FIXTURES TO BE FINISHED WITH ENERGY SAVING LAMPS AND BALLASTS. ALL FLUORESCENT LAMPS TO BE COOL WHITE ALL FLUORESCENT LIGH11NG FIXTURES SHALL BE TANDEM WIRED SO THAT ONE BALLAST SHALL CONTROL TWO LAMPS. MANUFACTURER LIGHTOLIER 11338UU LIGHTOLIER 11528UU HALO #1-11499T 1421MB HALO H7T1426C HALO #H7402T 1410C HALO #H3234 W/H3639 HALO OA 763C HALO H2550 MILO #EZ2 25 MILO #ALT-213R-C18 33 MILO #P63-1-36RS-SPL- SW- X38/120V 33 PERMIT CENTER WATTAGE 288 55 (W/XFMR) 75 75 55 (W/XFMR) BINDING ORDER 91168 20 21 F .er 7.1 , ..• • 1 11 Ii 111111:!1 LZ - ' ' •, ' , , - G............01011 ... .... ..... .'"^ G 4R- F F 15 8 Aulionlinnunn RUMUHUHIM 114411111HH11 I • 1114 1 1 Illir 1111/ 0 167118 INCH 2 3 , 4 SCALE: 1 /4" 1 '-0"NORTH F 7 • .r.s. 0 LAY C 10 10 10 AO „ / 10 W4 (-) C . C.4 10 10 4' 13 IjIllIjIllI 1111111111111 111111 III 1111111 111 1111111111 11111 5 6 7 8 9 : NOTE: If the microfilmed document is less clear than this - notice, it is due to the quality of the original document. 92 SZ ez ez tz 0? 61. 91 LI 9l St 4 21 CL L 1.1. 01, 6 9 !MINN 11111i1111111111111 11111M111111111111 IiIIIIII! Iliiiiiii1111111111 11111111i 111111ill H1111111 U11111j11 k 4 • 1-- 1111111111111111p11111111111111111111111 10 11 " e€ "" Y 12 8 2 F X.2 F g t. J-BOX IN CEILING s„ —1 (39 I REMSIONS PANELBOARD NO. LP1 VOLTAGE 120/208V 30 Ai/BUS 225A MCB C.B.I.C. 10,000A TYPE NQOD MFR. SQUARE "D" (MOUNTING FLUSH ENCLOSURE NEMA 1 USE AND /OR AREA SERVED mrp L OAD CIR. • C I e=- USE AND/OR AREA SERVED ►, _ a � �'�ete>♦ l��Gi:'t1■ ►, EXIT LIGHTING @ 125% RECEPTACLES EM LIGHTING ®125% LIGHTING @ 125% 1111111111111111 . ?� ma i� 1 LTe � � . RECEPTACLES (T.T.B.) 11 il ll'i1."i11 � � - �Giie (TIMECLOCK �� 7 .,'ie_ r■f�i:ie>♦ i� I ill . • Fr (REFRIG) ritt i■.,=�e'I�� E*1I-_ I•• , (A V &STEREO ` 1- ��� MN e I ini iMJ•�= CONTACTOR & T.S. ,araT� IlE111112m. , � � .it 111:111111 111:111111 L LIGHTING @ 125% 1111161 �� Wm SIGN LTG ©125% II■Rt ;9 I� �� WATER HEATER 3KW AMMO Mil SPARE C/B CASE LTG @125% u RECEPTACLES � f Mimi 0 / �� SPACE � 1a6 •i M % NM =MI Mai SPARE ig A/C UNIT EXAM 5716 4636 X70 TOTAL AMPS PER PHASE (AMPS) 52 SUBFEED TO rw�ct� 52 VA. NEUTRAL 36.1A, 208V, 3o 41111161M - ir;� A „ f, PANEL LP2 @125% «friIIM Ma AIM EraidEir SPACE 1117111 SPACE ® ®® N ® 40 V Vili UZI � V M 14048 TOTAL AMPS PER PHASE (VA) 12765 1300 +` 9676 VA. NEUTRAL TOTAL AMPS PER PHASE (AMPS) 106 108 117 81 VA. NEUTRAL PANELBOARD NO. LP2 VOLTAGE 120 208V 30 4WIBUS 100 MLO C.B.I.C. 10,000A TYPE NQOD MFR. SQUARE "D” MOUNTING FLUSH (ENCLOSURE NEMA 1 USE AND /OR AREA SERVED INI r�e>1 Ch LOAD cIR. , LPN-RK LPS -RK FRN -R FRS- -R KRP -C KLU KTU KWN -R KWS -R JKS JJN JJS some manufacturer. a roved b USE AND /OR AREA SERVED t; :. r� LIGHTING @ 125% LIGHTING @ 125% . ?� ma i� 1 LTe _� � . 11 il ll'i1."i11 � � - ■lV1 A>f i� I • Fr E*1I-_ Ems e I : im IlE111112m. SIGN LTG ©125% MI Ilk IllMO ZINiii AMMO Mil SPARE C/B CASE LTG @125% tYarrim� : v SPACE iffli SPACE M EV 24 �. ig =11111111 TOTAL AMPS PER PHASE (VA) 6233 5716 4636 6233 VA. NEUTRAL TOTAL AMPS PER PHASE (AMPS) 52 48 39 52 VA. NEUTRAL 15.110112/43:11111 I gc . BRUSH LENRK LESRK ECNR ECSRT LCL LCU JLC En lneer. SHAWMUT A2D -R A6D -R TR -R TRS -R A4BY A4J A3T .itlittONOtial RK1 RK1(A) RK5 RK5(A) L L A 1_13 ) K1 K1(A) J T T(A) 2 0 600 250 600 600 640 600 250 600 600 250 6_ Installed not Hated DESCRIP ON BU SMAN IIH 1 - � LLNRK LLSRK FLNR FLSR KLP-C KLLU -- - -- - --- JLS JLLN JLLS IME DELAY TIME DELAY TIME DELAY TIME DELAY TIME DELAY FAST ACTING FAST ACTING FAST ACTING FAST ACTING VERY FAST ACTING VERY FAST ACTING must be of the above must be LPN-RK LPS -RK FRN -R FRS- -R KRP -C KLU KTU KWN -R KWS -R JKS JJN JJS some manufacturer. a roved b NOTE: 1. All fuses 2. Fuses REGISTER / COMPUTER DIAGRAM REGISTER t- e REGISTER #1 WHITE --- BLUE BLUE -- WHITE ORANGE - WHITE WHITE - ORANGE REGISTER #2 REGISTER #3 NOTE : WIRE / CABLE RUN IN SERIES 'FROM OFFICE ` P.C. TO REG. # REG. #1 TO REG. #2 REG. #2 TO REG. # RE. #3 TERMINATE CABLE WRAP EXCESS BROWN AND GREEN PAIRS 1/16" AROUND CABLE. Y - YELLOW, B - BLACK G -- GREEN, R -- RED NOTE : GENERAL CONTRACTOR SHALL SUPPLY ALL CABLES, CONDUITS AND FITTINGS FOR SPECIAL SYSTEMS INSTALLED BY ELECTRICIAN. LINE OUT TAPE IN KENWOOD RECEIVER NOTE : ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL WIRING AND WALL PLATES. CASSETTE DECK SPEAKER + 0 0 B 00 STORE FRONT O MVASING14 1 2 S2 OFFICE /PC AREA 0 e 6Z 8G GZ 9Z 9Z h::: ' CZ IIf1IILilllill llllllllli�llll r �lIIIIII! IIIIIIIlIIIIIILIIIIII _IiIIIIlI!! JC-11 JACK JC -11 JACK NOTE : ELECTRICAL CONTRACTOR SHALL PROVIDE EMPTY CONDUIT, J -BOXES WITH PULLWIRE TO ALL TERMINATIONS. PROVIDE AND EXTEND CONDUIT FROM TELCO POINT OF FEED TO NEW T.M.B. LINE #3 -- PHONE NUMBER LINE #4 --- PHONE NUMBER (FOR OFFICE P.C. ONLY) LINE #1 - PHONE NUMBER CHARGE MACHINE L JC -11 JACK JC -11 JACK MAIN CASH WRAP AREA 3 4 5 6 7. 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. ZZ LZ ()e 61 81 Gt 91 51 Oil z'L el it CI, lLillliii�l!IIII!l 1111111 Ii1IIIIIIIII I11111i1IlillllllllllllllllllllllllIII lllllllllllllII !lllllllIJIJIIIIIIIIIIIIJ! III I .. ♦ ',.1 . •'4'1/., t1. ;F.'A...{, ?q. •). J,"IT'. r..•'�,.,{ J[ ,...h. �.'(/ ` Y`:•' � LINE #2 - PHONE NUMBER CHARGE MACHINE GENERAL NOTES CHARGE MACHINE JC -11 JACK THIRD REGISTER AREA TELEPHONE w>et . ���` il4 1,x.1^• _ G ., �, .{ 11 s, IIIIIIIIIIIIII IIIIIIIIIIIIIII �I. III IIIII. IIIIIlI±IIIIIIII�IIIII 11IIIII IIII! 1 I!I I1II IIIIltl I I 1 1111111111111111M 111111111111111111111111 IIIIIIIIIIIII 9 • 10 11 wDERIGER.40 12 STORE FRONT LINE #2 IS LOCATED CLOSEST TO STORE FRONT TELEPHONE C Z Kw O I��I! lIIIIIIfillIIII 11iIIII IIIIIIIIIIIIIIiII !iiIII!,! llllllllllllillllllhIiIlli ! i' !IIIII 1. PRIOR TO SUBMITTING BID, CONTRACTOR SHALL EXAMINE ALL GENERAL CONSTRUCTION DRAWINGS AND VISIT CONSTRUCTION SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND WHICH IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART. 2. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, AND /OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS CONTRACT. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC. AS REQUIRED. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS AND BUILDING DETAILS. VERIFY LOCATION OF ALL WALL OUTLETS, SWITCHES, AND WALL MOUNTED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS AND ACTUAL CONDITIONS. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES. VERIFY ALL CEILING TYPES WITH ARCHITECTURAL DRAWINGS BEFORE ORDERING FIXTURES. 4. PRIOR TO ROUGH -IN AND FINAL CONNECTION, VERIFY ELECTRICAL CHARACTERISTICS AND EXACT LOCATION OF EQUIPMENT. 5. GROUT AND SEAL ALL CONDUIT PENETRATIONS OF WALLS AND FLOOR SLABS TO PRESERVE FIRE RATING AND WATERTIGHT INTEGRITY. 6. ALL ELECTRCAL WIRING MUST BE IN CONDUIT. (NO ROMEX, B.X., ETC. IS PERMITTED.) 7. FLEXIBLE CONDUIT CAN ONLY BE USED FOR SHORT FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT WHERE NOTED. 8. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. APPROVED AND COMMERCIAL GRADE. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG. MINIMUM CONDUIT SIZE SHALL BE 1/2". 10. WIRE RATED FOR 150 DEGREE CENTIGRADE SHALL BE USED FOR ALL INCANDESCENT LIGHTING FIXTURES. 11. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE (N.E.C.), AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 12. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE TWO, (2) SETS OF COMPLETE CONSTRUCTION DRAWINGS TO POWER AND TELEPHONE AREA REPRESENTATIVE WITHIN TWO, (2), WEEKS OF AWARDING CONTRACT. 13. POWER CO. FEES AND CONNECTION (IF REQUIRED) BY 0 PERMIT CENTER E ISTERED A' C TECT REMSIONS DAlt 6 AUG 91 SCALE AS SHOWN 91168 21 • w s' NEW 200A, 12r/208V 30, 4W, N1 METER CAN & METER, VERIFY TYPE & LOCATION REQ'S PER POWER CO. SPECIFICATIONS CNEN -LINE DIAGRAM WIRE NOTE: All wire to be copper type THHN, THWN for #6 and smaller type XHHW for #4 and larger. - PORTION OF LANDLORDS MAIN ELECRICAL DISTRIBUTION SYSTEM t'"•" -NEW 200A 3P SWITCH BY j TENANT'S E.C. (H.D. 250V) -NEW (3)150A RK1 FUSES BY TENANT'S E.C. 125 MC• r• 70/3! • L., NEW 4#1/0, 1#6 GRD 1 1/2"C NEW PANEL "LP1" 225A, 120/208v, 30, 4W -- . 117 AMPS NEW 4 #4, 1#8 GRD, 1 1/4' "LP1"-13 NO SCALE STEREO SYSTEM DiAGRAIV! NEW LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE 100A, 3P, W/120V COIL MIMES 2 ling M 1111 1 MC Mb. NEW PROGRAMMABLE 7 -DAY TIMER (NON- SKIP -A --DAY) W/ BATTERY BACK-UP NEW MAIN LTG. CONTROL SWITCH (SEE E-2) NEW PANEL "L.P2" 100A, 120/208V, 30, 4W NOTE: PROVIDE NEW #4 CU. BOND TO NEW TENANT'S SPACE METALLIC WATER PIPE SYSTEM AS REQ'D (TENANT'S SIDE OF WATER SUBMETER) PROVIDE LOCK-ON HANDLE ON CIRCUIT BREAKER TELEPHONE WIRING DIAGRAM ELECTRICAL SYMBOL LIST O FLUORESCENT FIXTURE 0 - 1 WALL MOUNTED LIGHTING FIXTURE 0 CEILING OUTLET EMERGENCY EXIT SIGN. PROVIDE ARROWS AS INDICATED EMERGENCY WALL LIGHTING UNIT WITH BATTERY PACK -I NL CI CONTRACTOR. SEE FLOOR PLANS FOR SIZE AND SPECIFICATIONS Y $3 $ M $D T.M.B. W.P. S.E.S. E.D.F C. E.F. U.N.O. INDICATES FIXTURE WITH UNSWITCHED BALLAST FOR NIGHT LIGHTING DUPLEX CONVENIENCE OUTLET FOURPLEX RECEPTACLE FLOOR OUTLET SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH EQUIPMENT JUNCTION BOX JUNCTION BOX IN ACCESSIBLE LOCATION WITH FLEXIBLE CONDUIT CONNECTION TO LIGHTING FIXTURE OR EQUIPMENT AS NOTED TELEPHONE OUTLET INDICATES CIRCIUIT IN CONDUIT CONCEALED IN OR UNDER FLOOR CONSTRUCTION OR BELOW GRADE INDICATES CIRCUIT IN CONDUIT CONCEALED IN WALL OR CEILING SPACE INDICATES HOMERUN TO PANEL BOARD OR AS NOTED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. IF NO HASH MARK PROVIDED, 2 CONDUCTORS. CONDUCTORS #12 AWG. MIN. CONDUIT 1/2" MIN. GREEN INSULATED ISOLATED GROUND WIRE PANEL BOARD t,,RL`Ne • P �ta DISCONNECT SWITCH - SIZE AND FUSE PER MANUFACTUr R � s ,c \, RECOMMENDATIONS (WEATHERPROOF WHERE OUTSIDE) ���� MOTOR CONTROLLER - FURNISHED WITFI EQUIPMENT Q`f�� MOTOR CONTROLLER - FURNISHED AND INSTALLED BY ELECTRICAL MOTOR - SIZE AS INDICATED IN DRAWINGS SINGLE POLE SWITCH THREE -WAY SWITCH H.P. RATED MANUAL MOTOR STARTER (WEATHERPROOF WHERE OUTSIDE) DIMMER SWITCH 4' X 8' X 3/4" PLYWOOD TELEPHONE MOUNTING BOARD WITH 1 - #6 CU GROUND AND DUPLEX CONVENIENCE OUTLET. FURNISH IN ACCORDANCE WITH TELCO REQUIREMENTS WEATHERPROOF (RAINTIGHT) SERVICE ENTRANCE SECTION ELECTRIC DRINKING FOUNTAIN CONDUIT EXHAUST FAN UNLESS NOTED OTHERWISE WONNG ORDER F 6 O z 0 0 4 z 2 11 2 0 cc rft ac t tu A z 0 ta. CD C 21 e