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Permit B94-0435 - APPLEBEES GRILL AND BAR - DEMOLITION, PARKING LOT AND LANDSCAPING
City of Tultwil (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0435 Type: B -BUILD Category: ACOM Address: 17790 SOUTHCENTER PY Location: Parcel #: 352304 -9005 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: TOBBCI223KD Status: ISSUED Issued: 03/21/1995 Expires: 09/17/1995 Suite: Type of Occupancy: RESTAURANT Slopes: N Sewer: TUKWILA TENANT APPLEBEES GRILL & BAR 17790 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER APPLE AMERICAN GROUP 919 N MICHIGAN AV, #1919, CHICAGO, IL 60611 CONTACT MARK MCDONALD Phone: 206 525 -1902 3016 NE BLAKELEY, STE 1000, SEATTLE, WA 98105 CONTRACTOR TOBB CONSTRUCTION Phone: 206 525 -1902 3016 N.E. BLAKELEY #1000, SEATTLE, WA 98105 ******************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * *k ** Permit Description: DEMOLISH INTERIOR OF EXISTING RESTAURANT WITH NEW ADDITIONAL SPACE AND REWORKING EXTERIOR WALKS, PARKING, AND LANDSCAPING. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 500,000.00 Total Permit Fee: 3,369.68 ******************************************** * * * * * * * *•k * * * * * * * * * * * * * * * * * * * ** • 71f5 :5 cfS Permit Center Authorized Signature Date I hereby certify. that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Date) C.. Print Name:: _aCt- (f 12aTitle: Oxtr4Dirlic11 ' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CEPTIFICATE OF OCCUPANCY 11:u pa n cyJ: R E STAU,0 AN Occupar Gr9.40': /,i73 • k,r-„," f ' • 4i ,, 1,1 fj.,',,., P e r hi) t ' N tily B 9 4 ttv4 3 5 S u i et, r4 .,,,.„:,g:I '\i,.;ns.k , . \\ ''; : „ ''i,., :,X,--,•••*-.1-.....:: 0 c c u p n t' Lod : , 9,6N eb ... .....,„, i \ ‘,/.....„/"-- f 'T v p e of .1.; 0 n st,.,;.,-,1 v -NJ ,, ,,, 0 , ,,,. • m 10 , - ,,,.,•:.-"-•,... /f ."I 0,/, . ,Xi' /...—.1' /i. ,..,1- ' •'—'.. '1 41.4,1, r2 DEM6 MIT ASHf R 10 OF EXISTING R ''''''TAURAt ,1!:.L. ADD 01,9NAVI SPACemAND REWORK IN( TO IOR PA 'It AND 1, ANDSI,CAP ING . f tr, 6 "A • :c. FF I C I AL eINE W04' W A — — — -- ATE THIS CERTIFICATE MUSTBECONSPICUOVSOROS,TED ON THE PREMISES • s CITY OF TUKWII. Department of CO, =unity Development - Permit Cent r 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PRO IECT N ME SITE aD I ' ESS Irrig() tl(Ft3-(T SUITE NO. INSTRUCTIONS TO STAFF Q Contact with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. ® Plan corrections shall be completed and approved prior to sending to the next department. ® Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE :I DATE> . P•PRO.V..EI BUILDING - initial review (R FIRE PLANNING PUBLIC WORKS 1 -17 -95 R• (ROUTED) q1,0 INIT: (C- '''' '' ''' REQUIREMENTS / C+DMMEN CONSULTANT: Date Sent ,a —� Date Approved- ' -) 7-9S FIRE PROTECTION: Detectors N/A FIRE DEPT. LETTER DAT D: 1,0 INSPECTOR: Lj "7i rZ I I J, i� - ZONING: /VI Jt ( t ��t REFERENCE FILE NOS.: INIT: I"`� MINIMUM SETBACKS: N- Z l /Jl9Sf INIT: (J BAR/LAND USE CONDITIONS? s- UTILITY PERMITS REQUIRED? ! Yes No PUBLIC WORKS LETTER DATED: E- 0 OTHER INIT: BUILDING - final review INIT: TYPE OF CONSTRUCTION: {4 CERT. OF OCCUPANCY? Yes 0 No ► :. U BBCEDITION (year): 1619 g II KBUILDING OFFICIAL REVIEW COMPLETED AMOUNT OWING: CONTACTED WIUK DATE NOTIFIED •BY: •-Q3-.Q5 (init.) �fJ �--k� 2nd NOTIFICATION BY: (init.) _ -__ 3RD NOTIFICATION BY: (init.) 01/08/93 r CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcentor Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 Nil\ 13�� � y I OOi� BUILDING PERMIT FEE c� PLAN CHECK NUMBER BUILDIROG PERMIT APPLICATION SITE ADDRESS SUITE # 17790 Southcenter. Parkway VALUE OF CONSTRUCTION - $ 500,000.00 . PROJECT NAME/TENANT Applebee's Neighborhood Grill & Bar ASSESSOR ACCOUNT # , 3523049005 TYPE OF • New Building • Addition Tenant Improvemen WORK: C) Rack Storage 0 Reroof 0 Remodel (residential) (commercial) L) Demolition (building) 0 Other DESCRIBE WORK TO BE DONE: Demolish interior of existing restaurant w /new additional space & reworking exterior walks, parking, landscaping. BUILDING USE (office, warehouse, etc.) Restaurant /Rar NATURE OF BUSINESS: Family style restaurant for lunch /dinners with bar area. WILL THERE BE A CHANGE IN USE? n No O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 5632 SF Tenant Space: Area of Construction: 5632 SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No (Yes IFYES, EXPLAIN: Only liquor storage and kitchen equipment supplies on shelves. FIRE PROTECTION FEATURES: ?I<]X S•rinklers a Automatic Fire Alarm S stem PROPERTY OWNER Apple American Group 'PHONE 14. {3) 943 -1919 60611 ADDRESS 919 N. Michigan Avenue, Suite 1919 Chicago, IL CONTRACTOR Tobb Construction PHONE(206) 525 -1902 ADDRESS 3016 N.L. Blakely, Suite 1000 Seattle, WA ZIP 98105 WA. ST. CONTRACTOR'S LICENSE # TOBB CI 2 3 3KD EXP. DATE 4/21 / 9 5 ARCHITECT James R. Len?ion& PHONE (708) 445 -8400 ADDRESS 1100 West Lake Street, Suite 140 Oak Park, IL Zip 60301 l HEREBY..CERTIFY 7HAT.:I .HAVE READ: :AND EXAMINED T..IS:.APPLICATION ANp KNQW THE. SA BE ;TRUE AND :CORRECT, AND 1 AM `AUTHORIZE O. APPLY; FOR. THIS.<P.ERMIT BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT ADDRESS PRINT NAME DATE 12/16/94 Sia k McDonald �� - gVi, APHONE(206) 525=1902 3016 N.E. Blakeley,fIte.1 000 CITY/ZIP Seattle' '98105 CONTACT PERSON Locally-Mark McDonald( TOBB Cronrtr) 't .- PHONE(206 )525- 1-902 APPLICATION SUBMITTAL In order to ensure that your application is acceptegigOVIOVERAMMEM 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. 1/04r) 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. 11 you have any questions about our process or plan submittal requirements, please contact the Depart menfRCC uunity Development Building Division at 431 -3670. 2 3 1994 DATE APPLICATION EXPIRES DEC E In PERMIT CENTtFR DATE APPLICATION ACCEPTED (-( ,x,03 ii. ;' StillkiliTTAL CHECKLIST . . ... . ...... " i; '... .".i'......,..- i li. • ' , • .. ' ...,;...;',....:,,..::,"•:, ::.:', "i.f.,::.,..: ,', • :::: ::,.:, ::. h.......':'. -.. : • : , • •: :•.; . ;.:. 60,,,ii,i 11,?1.t., ...04 . • ,041,440............ '■IEtiTS .).,,,...:.,i;•,.. s..660iiilOocf.iiu11064. 044iiit4pplick0o*iciL*lo!....r)!ii......!...C...:,9i0 •::•'...;',6.....,.;11...„an:.:•,..:,:t?„;:,;:::;':;:si.'":):::::!:;.',;::::',....06:::.'::':'•?.;:.iP:.f.;..•••••',.:::::::::,•.:•..;..,:.::....::::::.:.:••••:. ..•.. ... . '•:: ,.:A soiOsOf..,AOC:;0 n t 'Nu rnioN::::::::::::'::: ".:. •'•:.•::•••::::•::::!:;:j.:;•.: ..':: :...........:.:..::::..,...:,:•:.:::::.::::.:,..:,:...... :•::::::',:,..: -1;:..:•:...."..:::::-.:•::::•:•:..1::.".",.::::,::::.'.::::'.,....'.:',•.•:-•••••••.::::::::.::•.::::::•",:':::::::::::: :RACK d buildirt permit •application , :Assoiadr.:AcOOUrit Number Two (2) sets of plaris, which includo . . . . ••;:.••• . • . .............. .•. udding floor plan . ;•• •.. ‘. • • • • ." Entiro spaco whore racks wffi bo locatod • Exit doors • • • : • • • Dim e nSions •of all . j•Tenant space Ic6Or. . • exits • .::: • ...d.:/e•njrn• s and exit ways • • • ..• LStructural calculations ..;engirioer .. .. ... .. ....... • ...... .. . I RESIDENTIAL — *10.1.11.01.•••■•■01.0••••••■ • :••.". ••• •••••••••••-: ••••• • • • • ... . : • [ Completed building pernlit....application;(ona for each structure) Lil Legal de#CriPtiorli:' • E: .; (Assessor Account Number Two of. work'ng drawings which include st iii • Foundation pien Include:acoess to bullciing, showing F190 r pan Root ptart " . .. . Wilding:ale•.t.ations":(011M04 • • ;'..f".'.•••'••••••• ••::•::Buliciirig • cross soction • StructUral-tra.nting:Olafl.'::::,::',.... Site plan • ruction pins;•!i•v.hittt1.19619?;:i!;i::: • • • .• •• • Tenant spaca plan wlth Use of each room Iabeliod • Exit doors egress pattorns • New walis, existing wait, an #aiis to be damohshed Construction detaiis Cross sections showing wait . • ion e attachment • • • •.• ..:Strueh.rral •.apiOuladOni;:atitinOari::py. for floor oor ongineer may be roquirod if structural work is to be done (2 sets) NOTE 1! any tmJ,1y ............................................................................. apphcation and plans . • .‘ . . .. ................................ .. • ..... REROOP ' t'eofinOel ............. NOTE certi 60 tP1' I prior to final inspection and slgn . . . 1 1 application ":•••-••••••'•••••' • •AsdessOr. Account riIs antenna/satejlite dish and method 01 attachmerit Structural caiculabons stamped by a Washington State licors ..... . . . . . „.........................,.. • • , . ongineer rnay be required '''••••:'''•••• ••••' •RESIDENTIAL.:•REMODELS — Two (2) sets of worklng drawlngs which u Site plan Foundation pian Roof ptan BUiiding elevations (alt views 4/5;,...t. • ..... ......... Washington:Stata:Enargy'CoOa:Oata::::::;:i.::.: :.:Pothplatod UtilltyipoOlt bix •. (6) sets of ito plans showing uttlities on one for: ooUnt .t..4 ••""'"•"''' . • • • .^ ° � Permit No: PW95-0044 v �' ( .. ' Issued: 0]/21/}995 Status: ISSUED Approval Lotter: 02/15/1995 Project: APPLE8EE'S GRILL Expires: 09/17/1995 Site Address: 17790 SOUTHCENTER PY Location: 17790 SDUTHCENTER PY Parcel #: 352304-9005 Watercourse: Wetlands: Slopes: N Sewer: TUKWILA Water: TUKWILA Contractor License No.: TENANT PLE8EE 5 NEIGHBORHOOD GRI L/B 919 N. MICHIGAN OWNER " 1919 919 N. MICHIGWAVE:4119 CND...Ay.), ENGINEER B PMb 6222 1�� 5 72N CONTRACTOR T .� 1902 3016 E� WA ,9 APPLICANT M 88 N ` 1902 � EY, STE # l LE. W CONTACT M �DONALb� 6 ` 1902 *+*^A A+**A****ayk*�+*+A k k»z/k+* *+++k�/*1**A*+^+k^**+**+ �a*4+^��@'*4 *****k A °�^,,`"°,' "=�=^°� .",~.^.`",°�"�.^�~ ^ ' � ^- ~~ ``^, """'^'==` Yt}.' ^' ^p°'"'��� `].^-.� -�� ~ {��� / umn�rupc/rnoz��rrnm FOR-NEW orrruun�mr rm ry n/n� ' *-. .. a,u �=,"~° �"^^°o~,..°°" '=`_�~ "�� .`~ ~. ' Existing S e�Fo 5632 -'-:Additional SqUa)' � � �� � - ./ , �� ' ��~/«^ ^ New re �F� � ���`� '/ «��`� ^ '^- - �' ^ ? ^ ~^"' , '. `` .°' , '�-- ~ �/ ,���'� � ` I�sp� � n F�a� `' . `�� ]5 ` r ~ Acct N0' 40l/� O0 ^ ` '' ~� � � ��/ ^> ' - r Plan [{��ck,,�� � \* `�--��[y.` O�'' | �� ''_� Acct N�� `DO ^~3����83O .`~' /+'`/'�`�. �. � \'' '^-� � ,`,�'� LANDSCAPE IRRIGATION `/ /, .." T(�` FEES.: ~ j �`72� ..:00,'• �:\ ' � /• �� `� ' � � ,' . .� � /�~� `� � // ` ��^ -- �� �� Kin8 C0uMty a t ^ `�''.' f� 0,UOO.UD *+4***+++**+ �4+°*****°**4+*+�+k»+ - ***»+A*k '„ , / 1 hereby a6 p,mit and agree to �� l b seb ' of the City of Tuk i:Cipal Code. We agree a8r e e h Takwj,l al l be held h arml �� � Tl mr 'any claims arl' Mg.a ` �� this p � ct . Permits which la ed beyond the 8 rat''toll � h ll qu -^ -°'. . - a� fee. � ' ' ' [ .. . '� /p , . ' • �`. ' " ��� ` ���`: , � ~�' THE APPLICANT MUS TJFY THE CITY INSPECTOR OF [0MMENCEM ND COMPLETION ' ` OF WORK AT LEAST 24:.,H OURS IN ADVANCE. TD SCHEDULE AN INSPECTION CALL 433-0179. � '� '���, Signature: **+*+^^*k+^^�k+*�^+**+*+^+^*��*+*+�,*x*����44����*^*/^„7*pk."^+*^.+°**^**+^^*» APPROVED FOR ISSUANCE BY: JJS | � '5 _S\ /7/-- Authorized Permit Center Signature +w*+*A******»**»*Aw**w*A*^*+*Ak+*+**°^k*^*+k*k*w^°*^+*A^°+^k^*+°A°+A+^^A++*++* I hereby certify that the permit holder who name and address appears on this record has satisfactorily met the standards and conditions for the project approved heroin. Final Inspection Approved: Signature D a te . • CITY OF TUKWILA Address: 17790 SOUTHCENTER PY Permit No: PW95-0044 Suite: Tenant: APPLEBEE' NEIGHBORHOOD GRILL/BA Status: ISSUED Type: PW-LI Applied: 02/15/1995 Parcel #: 352304-9005 Issued: 03/21/1995 *****414•11*******k***4,***4******k41***A.****k********kkkll*******4-014********k*** Permi t Condi t ions : 1 It shal 1 be v e r it i e d i n„,v or,t..,:ii,i....,:g.L:i171,14;:,...,: it.F.,;.1;3j i es Inspector that t h e 1 a n d c a p e i:riqgalt:i.''On' '''S ys t-eiii--t.Ait •A`,1.'il:sr:z;;4...,.. S t t e . D e p a r t m e n t at H e 13**I.Cr o v..e 0, daub b 1 ei c h e c L-1ii..e.7.a,s s e m b 1 y This : h a l l be d 6 1 1 - e . 7 ; : f f i r i or • . i . t to the , F i n'&11 I n s p e c t i Sii...C%',...,.. .,,,,,,,,,,,.• z4".?,,y.,,:,.-- 1, i;:. ,,,,. ,,I!, 1.,,,,:,:,•: ,, ,,, .p;,--:',,,, .,‘, ,,..'1:;,,,."."" .., ,,..,,,•e,...,,. k.,..., . „.,:;1$' • 1,..i: !Y f d - 3. , ;, ' ,?,. • :, •-, -0 1:I.., • ,g, ,,,, . 6 .. 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' 4''', .--*. 47 •4?; •i' / / \ I. ''%. "'" '' ••:•,' 1' t / 41.V... 40 0 0 d 0' ..., 4 11, 0 o* ki•k, City of 7icakwili (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW95 -0045 Status: ISSUED Project: APPLEBEE'S GRILL Site Address: 17790 SOUTHCENTER PY Parcel No: 352304 -9005 Wetlands: Water: TUKWILA Type of Install: COM Number of Units: 000 New SQ FT: Contractor License No: TENANT OWNER ENGINEER CONTRACTOR APPLICANT CONTACT Issued: 03/21/1995 Approval Letter: 02/15/1995 Expires: 09/17/1995 Watercourse: Slopes: N Sewer: TUKWILA Exist SQ FT: Add SQ FT: APPLEBEE'S NEIGHBORHOOD GRILL /BA 919 N. MICHIGAN AVE, #1919, Chicago„ ILL 60611 APPLE AMERICAN GROUP Phone: (312)943 -1919 919 N. MICHIGAN AVE #1919, CHICAGO, ILL 60611 BARGHAUSEN CONSULTING ENGINEERS Phone: (206)251 -6222 18215 72ND AVE S, KENT, WASH 98032 TOBB CONSTRUCTION Phone: (206)525 -1902 3016 NE BLAKELEY, STE #1000, SEATTLE, WASH 98105 MARK MCDONALD, TOBB CONSTRUCTION Phone: (206)525 -1902 MARK MCDONALD,TOBB CONSTRUCTION Phone: (206)525 -1902 3016 NE BLAKELEY. STE # 1000, SEATTLE, WASH 98105 Description: INSTALL NEW GREASE INTERCEPTOR VAULT PER APPENDX.H ************************************************ * * * * * * * * ** * * * * * * * * * ** * * * * ** * * ** Inspection Fee: 20.00 Acct No: 402/342.400 Hook UP Fee: .00 Acct No: 402/388.102 Special Assessment: .00 Acct No: 402/388.101 TOTAL FEE: 20.00. ************************************************ * * * * * * ** * ** ** * * * * * * * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS I AD ANCE. FOR AN INSPECTION CALL 433 -0179. Signature: _ � � •1. _ � <�• ► �. r Date: 24 0 Company: ---1: 5 j Lonthyakiicya.ca Title: 0 IP _� _1V'.�, ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** *' * * * * * * * * * * * * * * * ** * * * * ** APPROVED FOR IS UANCE BY: JJS Issued By. i=S . Iii. . l"` Authorized Permit Center Signature Date ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily net the standards and conditions for side sewer construction. Final Inspection Approved: Inspector Signature Date c „r CITY OF TUKWILA Address: 17790 'SOLITHCENTER PY Suite: Tenant: APPLEBEE'S NEIGHBORHOOD GRILL /Bp. Type: PW-SSS Parcel #: 352304 -9005 Permit No: PW95 -0045 Status: ISSUED Applied: 02/1 5/1995 Issued: 03/21/1995 *• kk ***•k* * *k*k•k•k•k*** * ** * ****•1k 1,* k. kk *k**k *•kk*•k•k*k * *k*k*kk*'k *l kk***•k•k•&•kk**•k ** Fer•mit Condition_: 1 . Tempor•ar•y er•o_ ion control,- :,.m,eartu s,,':.Sh* 1.:: ie. Rmp1tmented a' the first order of bu ;iti'E`s.sl't'i�' 'p"7- veil't <e'.ti „i.`Iiie�n't,��tior� att- si to or into ar,is•tfff..4.- s'tor�m1 drainage tac.i 1 i°ti�.e, ? 2 . Work a f f e c t i r �” Z�F.. 1g,�t�t "'a,f'�Fic,.fl;oWs :,I x,11 �:.be clos ly o'ar�rsdiiR��ated wi th' the Ci ty'U't-i 1 i ti'es:,.3I -rilS teCC.or ', ''Traff ii "'Contr•.i =1 P„`4,an^ shat 1 be solar , 1 r t ` . ' t e . d '' 4th'e I'risiiector -Oki.* p�, �i'o' `"appj o"Je11 L ' ,' r1 , • t r �, l C• l t , 919=7 "'k„ ,Y' As‘ • b • er /er L 4Of * w i if( ',- i —� 0. 4 £ 03 9 it �� fir: ,i1 ii . L °•� 191 ((t t r.( . Qr }� ,t ',,`i {, • 1 � .., �, ' . -7-1' r \ ',. �� .. - of iy WI r ! r' '"\ :,'�'' r . t �, a. _•..,.r,, rr ,r, • ty t iw • •Yr �a" ti 1f. STORM DRAINAGE Permit No: PW9S -0046 Status: ISSUED Project: APPLEBEE GRILL Site Address: 17790 'SOUTHCENTER PY Location: 17790 SOUTH. ENTER PY Parcel #: 352304- 9005 Wetlands.: Sewer: TUI:,WILA Contractor License No.: TENANT APPLEBEE'S NEIGHBORHOOD GRILL /.BA.. 919 N. MICHIGAN AVE,• #19I9•,:.Ch.i'cage'6 LL 60611 OWNER APPLE AMERICAN GROUP' Phone 919 N. MICHIGAN;.AVE-#19151, CHICAGO, ILL .6.06'11 . Issued: 03/21/1995 Approval Letter: 02/15/1995 Expires: 09/17/1995 Watercourse: Slopes: N Water: TUKWILA ENGINEER CONTRACTOR APPLICANT CONTACT BARGHAUSEN CONSUL TING ,E,NGINEER'S 18l 215 72ND, • "` lV'E s, :r EN T, W A'S H 9 B 0'32 TOBB CONSTR1I TIIt f 3016 NE-.;BL'Af ELEY, •STE #.. 1.00'0,' StEATTLE, MARK „MC.DONALD',, T•OBB (.ONSTRUCTION MART; ; MGGONALD , TOBB•'• CONSTRUCTION (312)943 -1919 Phone'.: (206)251-6222 Phone: t206)525-1902 ASH' ;'93'105 Phone': (2O ) 525 -1902 PI }One: (2061.525 -1902 3p1,6':'NE BLAK;ELEY;' 'STE V, 1 000, SEATTLE. WASH r'9,L105 ,': : k. k• kkkk***** k' k*, i11�' kk*•. k**** kkl' kk*' kkkk• kkkkik 'k * *kh•kk*kkk'kkkk'kk;k;k`4, -0, •kkk•kk•k•kkk Additional Pe•r>mit.'.Ge�.cr.iPtion` ::, CONNECT:I'.NEW ROOF DRAINS To:' EX. STORM DRAINAGE SYST. Existing 5quar•e Feet: Additional Square Feet: New Sij.42re "F•eet t;l )r A In spect'i:on Fee, f Plan Gh lelc• 6:,‘,•.:F.e•e' TO AL hEl»'S: :.,.^/4 /00.'' :' 1 ''ty -•, �w...• ..) ,/. I;ing Countv`,J'a1� +'a�tiaan: ;, 't "''l.;Val.iJe1 /0f-- ._.C.in truc�tion.• ;, K:;;,r .OU k •k k •k * 'k k k •k k k •k k' k •k�.Y�,;4Y1f 'd "k •k 'ki ft 'k •k •k * *le * k •k •k k k k * k k 44 `•k 'l� *.k =k k k •k •k k k k . i 'k k •k ,4''k k kj* A k •k k;'k;'li t k * k :k k 'k k k k I hereby accept , 'hii :,.4 pej,mi t and agree tcc;'ab.l,de ial,,1 -`' 62,1 i ab l eot 41 of the City of Tuk;ryi1 Mlleilcipa-1 Code. We a r�ee I•fatt,itht�ss.i.i.,ty 0,`f Tu•t�'�v4i,la': �ja11 be rs. • A l r' r held harmless 't Qr' all or •any claims ar'Stin�' a1 'a -e::ru�l,t,e�of thi_, prr :rec:t. Permits wh i chi h. ue 1 ap,s.ed `L.evond the e>':p'i rat,iiotl kda:te -° ,lia 1 l r.,equ i r:'e,;�r re- application %1 reit:.5.sranc'eof the permit through,,.the 4,xjty at rfa,7 additiono1 � lti S�.fi. C'r r Ci '`.; : rJ�" F%irN ,15.00 Acct Nc+: 4'12%342x. \400 Acct N'c: .:'060./345, 8 30 tee. �. •t t4 THE APPLICANT MLI5T; N0TIFY THE CITY INSPECTOR OF CUMMENL:EKN:TND COMPLETION OF WORK AT LEAST 24';HOUR'S IN ADVANCE: TOr SCHEDULE AN INS.F'EC:TION CALL 433 -0179. Signature k k k k k k k* k k k k k k k k k 'k 'k :k k 4 k k k k k k* k 4 'k i4 : k k* k `k: k i4 *MA*** APPROVED FOR ISSUANCE BY: JJS Date _ aL s Issued By: Authorized Permit Center • Signature kk*' kk* kk*• k**' k• k• k**• kk' k• k' k• k** *4*4* * **'kk**'k•k•kk'k*kk'kkk ** *44.4'4.44444 k *kk* 4'k** kkk*k4 k *•k 1 hereby certify that the permit holder who name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • R CEIVED City of Tut ''ila n o 95 Central Permit System - Englnee J 6300 Southcenter Blvd. Suite i std �. �7. • ;��' 9 P9 ,S # _+ 1 �98188 Applic^• on # a ct. ! G e Phone: (206) 433 -0179 PINTS" -0044 UTiLITY PERMIT APPLICATION p 4 -S"v4 OJECT <> > ; < ; : : Site Address: 17 7 c(6 INFORMATION : Name of Project: Property Owner: Tu o�� w a-t t_,.JA., G - . t1 4- t„xgj\, Street Address: En•ineer: Phone No.: City /State /Zip: c_„s�l�� • Phone No.: -zS (-- 6 z� City /State/Zip: fr-c{.d" cu°4 ? d9z Phone No.: 62-(..)‘..)5.75---NO City /State/Zip: OA 5.S1(6 Contractor's License #: 7-00 C( 3 1=(7 Exp. Date: Street Address: ■Q a t'- 7a nu 1 ue- 5, Contractor: Tc, ` >j; Street Address: King Cty Assessor Acct #: pwL5..00yt1 -0045 ()frogs Pwgs -OO4G ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering iN Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: RI Sanitary Side Sewer - No.:6pEASE its- rrRcErrroR cubic yards >:.WATERMET ,:.REFUND/B1111t >MONTHL; SERVICE;: BiLLiNGST Name: A We (1,'x -t, Street Address: x-77 0 5o„4te,`2-k t'(u Name: S c.L.vv•Q._ Street Address: ❑ Sewer Main Extension ❑ Private ❑ Public 5 Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt: - No.: _ Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter/ Temporary:- No.: _— Sizes' Estimated quantity: Schedule: ❑ Other: +oo, Phone No.: (Zoe) -1-I? - 74-P9 y . City /State /Zip: Phone No.: City / State/Zip: Cl Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION' OF;.PROJECT ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel CommerciaVIndustrial ❑ Office El Single- Family Residential .M15CELLANEOU :iNF.ORMATION! Retail ❑ New Building Square Fo_ota_Qe: 5 6 ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital ® Other: ,5f4r- Square footage of original building space: ❑ Other: ❑ School /College /University Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of worts to be done: $ • (:HEREBY CERTiFY::THATa HAVE READ;THIS<AP. PL (CATION AND; KNOW::TH,t SAME TO'BE::TRUE AND :CORRECT.` : :: Applicant /Authorized /--.L. A. -n i.n. r -• Contact Person �,� Cx.� ( � �``� .rin - , Print Name: 41 . Mc nom,' Address: 3 0 ((3 L ) C7.- t3 (c .k( Date: 0 o /yam Phone: .2 5-- /?O �?. ei-L`( R (-QC G\ eM0T Phone: A.2.5 (?U^ Date Application Accepted: i _. Q_. qG Date Application Expires: -" aO_ cis 04/22/92 I - -1 , wj ;;•METRO Non - Residential Sewer Use Certifktation (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metro Council Resolution Nos. 5719 and 5968, all sewer customers who establish a now service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The Metro Council has established the amount of tho charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to Metro at 684 -1740. (Please print or type) Owner's Name t 1 � ._ • Gv-cD k Party to be Billed (if different from owner) SO-A.A& Property Legal Address: (Last. First. Meddle Initlat) Party's Mailing Address: (if different from properly address) Subdivision • Plat ' Properly Street 17 7 R 0 SovAV,. Address City, Slate, Zip T u k w lo_. W Owner's Phone Number (2 () C072 = C.0-40 Owner's Malting Address: (if different from above) ca..w�e City or Sewer District 1—L)\<.,. L.A3 '.cL Date of Connection 342/ 4:5/5" J 1 /t IS Side Sewer Permit # PLO 00 9- A. Fixture Units Number of Fixtures x Fixture Units = Total Fixture Units (Public or Private) Kind of Fixture Fixture Units No of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 o 0 Dental units or lavatory 1 - o (2...i ± Dishwasher, commercial 4 — r- Drinking fountain (each head) 1 - p 0 Hose bibb or sill cock 5 3 16 Laundry tub or clotheswasher 4 2 ..)„ D Sink, bar or lavatory 2 1 Y Sink, clinic, flushing 10 - 0 Sink, kitchen 4 2 • .22:1 Sink, other 4 • 2 (D Sink wash, circle spray 4 - 0 Urinal, flush tank 3 - 1 `j Urinal, pedestal 10 - 0 Urinal, wall or stall 5 - 0 Water closet tank 5 3 Q Water closet, flush valve 10 6 1•- +v Total Fixture Units �-- Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 For Account #'' Monthly Rafe - ^�• Slx' Month Due ' - RCE 105R 'Je1) White - Metro B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) — 187 RCE C. Total Residential Customer Equivalents: (add A & B) A B RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ Representative TV164.k M,- k.3 Date ( t Yellow - Local Sewer Agoncy Pink - Sower Customer „m«:'1L�:Z'.•5+�u?S F2 " ✓aii'J'Ab?*NN aw aYrVvrT'�"'V•+- • 1' ti✓ * AAAA• A**. kA* A. k* kA *k * *%** *A * *.t *4 *A* *A•A•kirkk* **k* *A *A* * *AA4rA *A *k * ** CITY OF TUKWILA, WA TRf+NSM):T k *k:k * *k *k ** * **••kkk**4.* *h*•h 1• k. t*• k*+ AA**A*** *k*h *k**A ** *•.kh•k**AA* 4hA 1RANSMIT Number: 94001664 Amount: 3,369.68 12/23/94 11 :58 Pe).mc No: 094 -043; Typo: U-•JUILD BUILDING PERMIT Site Address: 17790 ,;OUTHCE:N1E:R PY 12/27/94 Payment Method: CHECK Notation: T0k30 CONSTRUCTTD Ini t;: SAO * A* * *A * ***k ** **r * *A * * *A* * * ** A * *• * *•kA * * ** *• *•*A* * * *•** *fi*** *•h* **A* *A** Account Code 000/322.100 000/345.830 000 /386.904 Description BUILDING - NONRES PLAN CHICK r NONREG STATE BUILDING SURCHARGE Total (This Payment): Tota1 ' F ees: Total All Payments: Balance: 3,369.E+8 3,369.68 .00 P a i d 2,039.50 1,32;.68 4.50 3,369.68 GENERA 2039.50 GENERA 1325.68 GENERA 4.50 TOTAL 3369.68 CHECK 3369.68 CHANGE 0.00 8433A000 1446 1 •.'rA *4*k * **i4*•k ** **•k* kA*** * **** *A* k * **** *4h* *4•h * **•kh* *** *** *** *•k** (;1'1Y OF TUICWILA.. WA TRANSMIT ftEACWP*,* •*•***•k ***A*'A* * *•kh **k**:4**k 4 l **kh *** *•k****;,** ***4, TRANSMIT Number: 94002005 Amount: 25.00 03/21/95 09:43 Payment Method: CHECK Notztion: TODU CONSTRUCT Init: Sill Permit No: PW95-0044 Type: PW-LI LANDSCAPE IRRIGATION Parcel No: 352304 -9005 Site •Address: 17790 SOU'IHCENTLR PY Location: 17790 SOUTHCENTER PY 03/21/95 Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .0Q *•******•*********•**** r******** 4*•***• h* * * * * * ** * * **44 **4 *ot4* ***4* ** *•* Account •C.ode Der i pt i on QQ0J345.e$0 PLAN CHECK UTILITY 401/342.4Q0 INSP FEE - FLH /LI /WME Amount 10,.00 15.00 GENERA GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE 1177A000 10.00 15.00 20.00 10.00 15.00 70.00 70.00 0.00 15.53 • *sA *k *•.k* * * *** *•*A k * * *A *f **l *• kA*** * * *k *** * *•k * * * * **** *•A **A4 * *•A* CITY OF TUI <WILA, WA fa U - ('��,� �) TRANSMIT A kA * *•k * * *4 **hk *AA * * * *4. 20.00 03/21/95 09:43 TRANSMIT Number: 94002006 Amount:, Payment Method: CHECK Notation: TOHi3 CONSTRUCT Init: SLI3 Permit No: PW95-0045 Type: PW•-SSS SANITARY SIDE 9IIWli.R Parcel. Na: 352304-9005 Site Address: 17790 SOUTNCENTEU PY Location: 17790 SOUTHCENTER'PY,ON EAST SIDE OF EX.DLW D Total Fees: '20.00 This, Payment 20.00 Total ALL Pmts: • 20.00 Balance: .00 ` A••AA * * * *AA ***A* *•** *• * *A * ** *** * * *l * A**** * *••* * *A * +*4*$1 *•k ***• * * * ** * * ** Account Code Description Amount 402/342.40-0 • INSP FEE - SME /69a 20.00 ' 3 1.1-1 /9 S K-4 it 77 * *s#* * * **k * *rr:* ** * * * * ** * 4.*** sl* o******* *A* * * * * ** *4 ** s4*0* * * *\irk * *A * * * * * * ** *fi* * * **** * * ** ** *s * * * 4*•h *A *k * ** ** ** *sti* *ti * *4A* CITY• OF TUKWILA, 14A TRANSMIT TRANSMIT Number: 94002007 Amount.: 2300 03/21/35 0943 Payment Method: CHECK Notation: TOi3f3 t : ;ONS'IRUCT • 'nit: SLR •Permit No: .PW95 -00.46 . Type: PW-3D STORM DRAINAGE Parcel-No: 352304• -9005 • Site Addre5 c: 17790 SoUTHCt: :NiER PY Locat i on: 17/30 SOU'f NCENTER PY • • Total Fees :• 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 *• * * * '4 * * *A* ** * * *A** * ** * ** A * * * * * * * * * * *54 / ** * * * * * * * * * * *4 *•ksl ** *kst * * ** Account Code 000/345.830 412/342.400 Deticription • Amount PLAN CHECK— UTILITY 10.00 TNSP FEE - STORM DRAIN 15.00 T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E., 128TH PLACE KIRKLAND: (208) 823 -9800 KIRKLAND, WASHINGTON 98034 FAX: (2061E123-2203 July 7, 1995 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Applebee's 17790 S. Central Parkway, Tukwila Permit Nc:Pr 8.845) 694,04.6.5 Dear Mr. Larson: SEATTLE: (206) 525 -8700 EVERETT: (206) 259 -0617 JUL 1 1 1995 t.).vL-LOPMENT This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Reinforced Concrete 2. Anchor Bolts 3. Epoxying 4. Shear Walls 5. Welding All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 04 -27 -95 and is number 78664. Respectfully, CASCA TESTING LABORATORY, INC. Denis H. Stack President ' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 77,77,79 e k,ee)) Type of Inspection: Fl. Address: 1 I 77 C10 sce rvi-cr Date Called: 7/0/95 Date Wantect7 i 7 igs..... am. Special Instructions: f \/ Requester: iCaLla LayLp_eaCKs, 'Ph" 14a: Cr — 53-57 Approved per applicable codes. rOt 'Corrections required prior to approval. COMMENTS: , — --T t,/k L.--IL c t - /2 ui/T14 o , . ..-7-IcE 1 , ..... 1 . -.- . .. 9.5 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceOt Nor [Le: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 eALl 0 1-105 PERMIT NO. (206) 431-3670 • r0 ect: I 42..b.ari6 ar'l 1 ype o n Plcxnni .v-i J ne Address: n.--) ci 0 c5Lyit,cpf Ivey. p 1Ya te Called: Special Instructions: / Date Wanted: am. p.m. Requester: Phone No.: oved per applicable codes. Corrections required prior to approval. COMMENTS: _ AM, nspectormer,X4111// /AMIN 0 00 REI PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 I SPECTION 10. INSPECTION RECORD - Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER it' (206) 431-3670 Projt E e..5.. 1 1 4 - InisTctip:i los ..41F,I0 ti 12 Addi 10 ,114 , co1/41 1.....se_ Date Cale Special Instructions: , . 1 Date Wanted: am. p.m, Requester: Akiv4L.." RrApproved per applicable codes. COMMENTS: ' O Corrections required prior to approval. o $30.00 REINS 'ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. at. c. 4,-..t**. ,ArrifIH■_141,7t 02.4,7r. INSPECTION D. .4) INSPECTION RECORD Retain a copy with-permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 • roject: A iMP 4 6 ype o nspection:, ../24 Address: / Date Called: ....c., s„ Special Instructions: //,-.00 ..1 ' Date Wanted: - 95 (am)p.m, Requester: Phone No.: • Approved per japplicable codes. 0 Corrections required prio0o approval. COMMENTS: • ..7 ("f&PA":" /4 4/ • or ......r.ar A , 9if : A • Y.; • " ■ 1 ; f ' e —• o •,• 4/ InL—.:--:......—..- 1 AIN 411f/A1.11111r Ae 441 Lai Inspector: , cte..S- 0 $30.00 REINSPECTION F E REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. IFleceptislo.:, Dale: AD INSPECTION RECORD Retain a copy with permit I`SPECTIO` `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 T o4 PERMfi NO. 206) 431 -3670 'TOR: ikf Pt�EV- ype o nsped on: C� t LI 1.7 Address: +s. . c , r Date Called: 11 Special Instructions: r-- ter-- Date Wanted: G 1,0 -q r am. p.m Requester: Phone No,: 575 — q 157-- ❑ Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. 5- e ra c / - 4 5 i Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o,: Uate: 11 I SP CTIO 0.. ie INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION t\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 erl� 043 S.- PERMIT NO. (206) 431 -3670 Project: e be 5 Type of Inspect* .-1 • �c \ 1 rl� C'°VP.r''- Address :.. �..c�i �-�� Date Called; lq r X- Special Instructions; I" ° J Date Wanted: Requester —'" Phone No. if Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS; ' —A .siLk [inspector: f fei �.-. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .__ ....... C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . A r PE h (206) 431-3670 Project: Type o nspechon. / Date Called: _,..7 ,... ..-,i Address: e ,,,Q4'--4?24 i _...._.„1„..,. , Special! st ct ons: Date Wanted: s Requester: Phone No,: pgr...,Approved per applicable codes. 0 Corrections required prior to approval. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ■ 14) INSPECTION RECORD CScr4 Retain a copy with permit 01-43 CITY OF OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT No. (206) 431-3670 ro ect: , 79)e be. Address: 1 -1 7q0 s .ct, 1 1 cy_ Date Called: Special Instructions: Act, ../ f Date Wanted:foiT. ) er 5, t ct Requester: 01 ( L. v-) c...... Phone No.: —75'—Crei Approved per applicable codes. 0 Corrections required prior to approval. 7 ••■••••••■■■ ID $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: - L.. ;4,ia ,o- ::",.,v�k_.,.x.,.;. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro gt: , 1 e S Type of Inspection:,i r✓ b loc Address: ) . c7 D S C c �„e Date Called: /' a �... Special Instructions: pK,w y Date Wanted ./1q /q S am. .m. Requester :fry a r )C t j , rick ri El U Phone No.: 5 / s- ' L% j5o ►�:� Approved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. [Inspector: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: o: Jfj 40 INSPECTION RECORD Retain a copy with permit I`SPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 444ok ypp4 re Date Called: S ^� � ! � � c--- Special Instructions; ,� Date Wanted; 77.p S am1P.m. Requester: Phone No,: Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. tL -�•� ��— 'AAA L a is) fr... 11— c v'`— nspeclor: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. paid at e: 110 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: •- ��, Type of Inspectio ' I J« I I s( let---: ress; I7 7 0 •Cet�1er � '1 ��� Date Called: j Special Instructions: / Date anted: 51110 ) Gr am. .m. Requester: f r t r 1,... 0, a, ry` (rr Y Phone No.: � -7 s_ -L I j c Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: spector: .rr . t ...: ❑ , $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 1 SPECT a `0. C) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT . (206) 431 -3670 Project:: i, / .- Type of r0G i J Special Instructions: j/ Date' anted: am. .. -/ 2.- -� Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ... :. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / 04-MS PERMIT 07 (206) 431-3670 • oject: -P Pi-EE:4-S ype o nspect in: LvALL, :DJ-5u LA1-10 J Address: /7700 s. C - Pg-wN‘ Date Called: Special Instructions: Date Wanted: e.—... am. Requester: Phone No.: CI( Approved per applicable codes. COMMENTS: ' El Corrections required prior to approval. Cv-A-L*60-4 jvuz,/ El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Kept O.: INSPECTION RECORD Retain a copy with permit SPECTION 10. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 roject: • 4t.._. . ype o nspect on: '19 , Ae. : a a : . Specl. I stru ons: CIA.INC.. , - - -- - . .,s---,-?,r--- Date Wanted: (...5":—/O-Z aCbm• Requester: Pbane No.: ., 0 Approved per applicable codes. ,.Corrections required prior to approval. COMMENTS: ' vw • LY,Z1V• 1 1.J -St.■ LA-7W t.) di- MALL- A tjp 64,■,■,c(=E- A ehL1 VA% P 6 a— e..›A tt-tLgYA--. fAc4 /1-614mt 14.--0 t , ,.71-0-) . • , * ' • It.}.1-r-Ac1,1 Ait-c."--f■ I S.,' c-, L. -m CIA.INC.. , - - -- - . 0 $30.00 REINSPECTION\FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eCe INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P R (206) 431-3670 97, 1 of Inspection: Addret 3) 5. ce h_.\ci. ebo,Type Date Caled: Special Instructions: 1 eCt.r Utt c-c5 po s5 I be._ Date Wanted: kis 0 pm. Requester: Ma( IC (Y) e'. (11ACAt CA Phone No.: Approved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. • Egr...MT A At 0 $30.00 REINSPE 410 EE REQUIRED. Prior to reinspection, fee must be paid at , 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTIO< <O. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � gy o PERM (206) 431 -3670 • ro ect: j e� ype o nspection: Date Called; ifi P,,j �- f�`` Address/` �`7'' `r it d 7a S6 Special Special Instructions: �-- / 7Requeste: 4--fr '"'L.. Date Wan;'s-4$ ed a --� Ptvne No.: 4Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. 12a-e tr= CA fut t' S APP A=19 (-inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: ■, INSPECTION NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 49 41 PERMIT T (206) 431 -3670 Project: .ti 1 . . / Afire • . !' i . 4 v I ype of Inspection: i . 0 Date Called: 7 . . . . ) Special Instructions: 4, n,f - ��.��� �= r�.�,,./ Date Wanted: ,� 4' �– "Se- a . p.m. Requester: Phone No.: O Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. Inspector: Date: O $30.00 REINSPECTION FEE ° MIRED; . Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit BeN QLJ 3,ss PERMIT NO. (206) 431 -3670 ro ect: / 1, 't,, b e \S `'"1- Type of Inspection: t ! Y1 U Address: 7C(C) C l` Y4C p /Cc�+ Date Called: S N.,. Special Instructions: i //'-‘A) r 5 • ate Wante d /J / l S` am . Requester: I yy\ay-1co1 Q1* 0h`. Phone No.: S 7J = Ll is a CO Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. vre I SPECTIO 0. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PIT (206) 431 -3670 Project: A k 4s lype of Inspection: Date Called: 2) Addre : Special Instructions: 4410-‘_ 3. ^ � Date Wanted: -- " a . p.m. Requester Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE fQUIRED Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reinspection. Aece4it Ro.: rite: ....'.. . ' ... . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f3q.1 - OH PERMIT NO. (206) 431-3670 --rw ;pi z be'.--s ype o nspect • Fat yy, i yi 0 Address:1 7(0 acei, tAc.,c picoxpate Called: s--/c2 A-- Speciai Instructions: Isa...7-70 pOSS • ate Wanted4_13b „.. anG)ri. Requester: ry\u{ \ col Q Phone No.: 0 Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. .A111111111111111111111 We: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceOt No.: • . (:). INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 roect: 4. fc. S YPeo ns._« .n: -u m r r� <, 'ir rSt.∎1G/i. GY1 (� Address: 7 7- t 0 5. Cernfer' (,�t!•v Date Called:._/ 1 v t� f 1/ G S-- Special Instructions: ' . , Date Wanted: % �.c `J lag am .m. Requester: iii C� ' IC- tY1 c- OD nLLI C Phone No.: 57S-` VC/ c)-- ❑ Approved per applicable codes. fl' Corrections required prior to approval. COMMENTS: j r 1� / atr '1 ✓ � � /ter _ ■ O / I ..far J.. • Date: ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ReGePt No.: Dale: J SPE INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I;13 C! 046 s' (206) 431 -3670 rolect: /1 6A2 Type of Inspection: G /ee` 4e/4.f/A Address/. "// Date Called: Sped Instructions: 9 , J e // �' Date Wanted: Requester: Phone No.: ❑ Approved per applicable codes. COMMENTS: Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: w.. care: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7ect: (,, ype o nspedwn: ftYC.ld / �j� S Add re C� 7,7 teCalled: Ai Special Instructions: Date Wanted: A/ 1 dr Requester; n 01 /`/ I Phone No,: ,„ 711 — /.-I c7 `', ❑ Approved per applicable codes. OcCorrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. PECT10i 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Project./ ��. y �, }� . -J- YPe o nspectio/ f 1 G '/9'iL Addre w, /7 r / Gp...) erlk f_fit.if Date Called: --- Special instructions: r1' Date Wanted: "t �/ (a.m. p.m. Requester: /74 co k. /. `"'_` C,,r- �75/_l// Phone No.: /� CApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: ❑ $30,00 REINSPECTtON FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i (206) 431 -3670 rolect T Type of Inspection ;, Approved per applicable codes. 0 Corrections required prior to approval. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ._ _ I $PECTIO1 10. . . INSPECTION -,RECORD , Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 10 AC AIM, Alle ype o nspect on: . . -be IA . Date anted: j -CIEWAill re : 1 ei D 5 ,„ , 40 d 164....„ ,Iiiiimmimmi Special Instructions: Requester,. ii ct,fr Phone No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' C4(47 ,, 04fr7 .... .../ or/011i■ . ... , _ ....." ... _Al .... . A'AIL, - A 4.121'-egirrAIMMFATASIX , i > 4 A r - -• :• I --: , ,..- ..- .:, ft' AS1( •,,^ ....L.,-....., ... 1 ..1 . Ale 4... r .../ , .-• .. 7\ [inspector: gr4-eit- 9--4/4er` "$30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. City of Tukwila 't` 1:•`"Y: h:: }.-c. "yeti lYi'.;,.Y* 5� +� w.y4a�;�ty�'a;`j ,:'Y'i i�lwt'u';.;�::�i�.i ; y`�91`Ah441 John W. Rants, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address /7? 90 5/C "t7 Permit No. Thomas P. Keefe, Fire Chief Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Monitor: /) r.. A 4 rr +1 C° v rG% :,.. . 4/C Pre -Fire: Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 5754439 JUN- 3E+ -95 FR I e e 1 2 UNEEDA— NU —RUF LOBERG ROOFING f N Re3MTRUCTIOn, INC. January 23, 1995 Tobb Construction 3016 NE Blakely Street Seattle, WA 98105 RE: Loberg Roofing Bid #6699 Applebee's Restaurant, Tukwlla Attention: Mark P . 01 P.O. Box 6386 • Lynnwood, WA 96036 • (206) 775.2276 The roof system that was installed on the Applebee's restaurant in Tukwila meets or exceeds the requirements that is specified by the city of Tukwila. The system that was installed was a UL Class 13 or better roof system. If you need further information on the type of system, please refer to the Underwriters Laboratory Manual which lists the classifications for reference. 1f you have any further questions, please don't hesitate to give me a call at (206) 775- 2276. nor n immons ice ° resident RS:smr CITY OF TUKWILA Address: 17790 SOUTHCENTER PY Permit No: B94•0435 Suite: Tenant: APPLEBEES GRILL & BAR Status: ISSUED Type: B-BUILD Applied: 12/23/1994 Parcel #: 352304-9005 Issued: 03/21/1995 *********************k*********************************************4.**k*kk* Permit Conditions: 1. Wheel stops shall be placedattlle.:04,:c0feach parking space which fronts along the4:01Vill-g-dr—alkWak,;-,ee sheet L-1. 2. Signs are not included '-is partc:of this perMit,:. A separate permit i requAreOpr signs 3. No changes w.,ifabe madeythel:?,tanSmnlespproVe0y the Architect or';;Engilleand;the Tukwila :Buit&ing DlyiSIO i 4. Plumbing gOAtz., sWij'be obtalnedthrough the4eattle4png i County DOartment of Public Health. PluMbing wl11.fie inspectebyA:hetgenCy, int:164 all gas .0pinb (296-41. , , : , . ...•,. 5. obtalned thetWaillington State lvf*.lon of'LabOtand Indust ries and all electriCal worW*111-1nSpected:,:by that`,Zagency, (248-6630). 6. AlliMeChaniCal :Work shall be Under Separate permit f;i,i6eci'!?y theWCityofJu.kwila. • • 7. All Pfermits, inspection recordS,, and approved plans shall be .• •. available at the job site prjor'±to,the.'start, of any Cont strOCtion. These docurnents to be Maintained and avail-: „ . able:Until-finaLinspeCOOn-epprovalis.granted. . .•• 8. AlV:ttru'otvrat concrete :hall be special inspected (UBC - SeC..'306(e)1).- , . , • . _ . -HH 9. All*structuralweldingshall be done '1:sy W.,A:B.',0. certified .," .. welders and special inspected (UBC S'eC. 306(&)5)., 10. All high-sttength bolting shall be sPeCial fnspected (UBC.- Sec. '306(i)6) . . • . • , ., ,..• 11. Bolt sJbtelled in -concrete shall 1.)0 special inspected (UBC --:,Sec. 306(a)2) . , 12, When speOal in0e,ctibn . is required either the own,W, . • . , architectr engl'neer shall notify the Tukwila E140-Ong, Division Ofj?appointment of the,lnspectian lot the first biilldIng inspection. Copies of all special inspection repOqs shall be-SubMIttedto tile BuilAyn.g Division in a tAMely,manner. Ae0OrtS.:'Shall contain project name, permt.tnumber and type of inspeCO'On-being performed. .,• .• 13. The special inspector shaltiubMiffnal-Signed report stating whether the work requiring special inspection was to the best. of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 14. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements .for Seismic Zone 3. 15. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 16. Readily accessible access to roof mounted equipment is required. 17. 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. 18. Subgrade. preparation including drainage, excavation, '6 .,'—, compaction, and till requirement shall conform strictly with recommendations g�?n in the soils report. " 19. A statement from !*.re roofing contractor verit. -•vng fire retardant class of roof will be required prior to final inspection (see attached procedure). 20. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1994 Edition). 21. All food preparation establishments must have Seattle -King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shouldtfe...made..by,calling Seattle -Ming County Department of Public ;;,Hea'l th , 29.6- ;471.7, at least three working days prior to des=ired inspection:date.;, ..On work requiring Hea 1 th,:;D'epartment. approva l;, it is the-Contractor's responsibility to have a set `of: plan's approved by hat agency on the .j.,ob s.,i to ' . 22. Notify the C,l ty of, Tukwila Building Division ,pr,i or to placing arty,..concrete This 'procedu're i s in addition to' :•an requirements f.or`••sp;eciat1 °inspection. ,• 23. All wood;.=to r'e'main' ink= piaced''con'cr ' ete shall be treated wo 24. All str•�u tuna 1 masonry sha?l i� be spe'oi a 1 inspected • p'e.,r >. UBC Sec. 3Q,6`(a )7. :• , ,r' .,;~ 25. There..- "`�:ha I•i. be no` occupancy o'f,.,,the bui iding(s) until the final .lnspection has been comp.,leted ..by the Tukwila 4tul ldin Inspfe;ctor. .`;..� •26. Epopy,rgr "oute'd .lnstai:lations .t.o' be spe•ci`a =•l•..;inspected in acc r¢tiance with the_ gene,r a l str�uc.t,u'ra l rioter,. Approva'.l per MI,rCELLANEOpS ; ;INSPECTION`.on i,nspect4ior),tc`ard 27. Va 1;.i di ty,eofa Permit '"Th;e 'li 5s,*ee of a,;_pernitt or appr ava`1 o p l ans?i, spec'i f tcat i•on: ,;..ka.nid r'omputa'ti ons,'Sha,J l not be :con-t„, str;u'od tobe a perri�t ;fo, or` fan approval _o'f, any violations of Er.y of the ovi',i;qn. of theti.b,ulitd;ingcode, or of a,nv, c, other ondl,nancee of the .juri sdi ct'jen ,rNo zrpe'r�mi t presuming t give ►a'ut h hlty to violate -- -- -- --• f- - -o -. " ., code Mali, 'b i v a) i d . y i I ' °, -1. ; ,: ,,. � •�z � ) ! 28. A CER!1 I ICATEr OF 'gCCUPANCY WILL BE E E0U�IREC1''.F THIS FERN�TT,�,S fi` u;�,; F .p 1 % ''n.k``�i 0 ."/ „, i 4 A..•k Jt yn, ,AGRA Earth & Environmental 5 January 1995 11-10040-00 Barghausen Consulting Engineers 18215 - 72nd Avenue South Kent, Washington 98032 Attention: Mr. Dan Balmelli s6R1{ Oy35 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034 -6918 Tel (206) 820 -4669 Fax (206) 821 -3914 RECEIVED FEB 9 1995 ROBERT FOSSATTI ASSOC. Subject: Subsurface Exploration and Geotechnical Evaluation Proposed Tukwila Applebee's Restaurant RECEIVED 17790 Southcenter Parkway CITY OF TUKWILA Tukwila, Washington MAR 1 7 1995 Gentlemen: PERMIT CENTER This letter report presents the results of our limited subsurface exploration and geotechnical evaluation for the proposed additions to the existing restaurant building at the above location which is to be remodeled and become an Applebee's restaurant. The approximate existing building location, the footprint of the proposed additions, and the locations of the borings completed for this study, are shown on the Site and Exploration Plan, Figure 2. Boring Togs with interpretive descriptions of conditions encountered at the boring locations are also enclosed. The purpose of this evaluation was to establish general subsurface conditions at the site from which recommendations for foundation design and site improvements could be formulated. The scope of our services consisted of a field exploration program, visual assessment of the site conditions, geotechnical engineering analyses and preparation of this geotechnical evaluation. Authorization for our services was provided by a signed copy of our Confirmation of Geotechnical Services letter dated 22 December 1994. This report has been prepared for the exclusive use of Barghausen Consulting Engineers, and their agents for specific application to this project in accordance with generally accepted geotechnical engineering practice. SITE AND PROJECT DESCRIPTION The subject site is that of the existing Pollito Azteca restaurant located at 17790 Southcenter Parkway in Tukwila, Washington. The existing structure is a single story, wood - framed building with associated asphaltic concrete paved parking lot, concrete sidewalks, and Engineering & Environmental Services Barghausen Consulting Engineers 5 January 1995 11-10040-00 Page 2 landscaped planter areas. The project site is generally flat with minor slopes constructed within the parking areas to promote drainage. The existing structure is serviced by underground utilities. Project plans call for an addition to be added to the east, west, and south sides of the existing building. The additions are to match existing finished floor grades (elevation 24 feet) and match the existing wood -frame construction. Relocation of the existing landscape planters is to occur on the west and south sides of the existing building along with repaving of the parking area south of the existing building. The conclusions and recommendations presented in this report are in regard to foundation design for the proposed additions. In the event of any changes in the nature and design of the project, the conclusions and recommendations contained in this report should be modified, as necessary, to reflect those changes. SUBSURFACE EXPLORATION The subsurface exploration program completed for this project consisted of advancing three borings at the approximate locations shown on the Site and Exploration Plan, Figure 2. The borings were drilled by advancing a 4 inch I.D. (inside diameter) hollow -stem auger with a truck - mounted drill rig. Sampling was performed by the Standard Penetration Test Method. This involves driving a standard 2 inch 0.D. (outside diameter) sampler 18 inches into the soil at the bottom of the auger, using a 140 -pound hammer free - falling a distance of 30 inches. The number of blows required to drive the sampler each 6 inch interval is then recorded. The number of blows required to drive the sampler the final 12 inches is the Standard Penetration Resistance ( "N ") or blow count. The resistance or N- value, provides a measure of relative density of granular soils or the relative consistency of cohesive materials. Borings B -1, B -2, and B -3 were advanced to depths of 14, 19, and 14 feet, respectively. The borings were continuously observed and logged in the field by an experienced engineering geologist from our firm. During the drilling process samples were generally obtained at 2'/2 to 5 foot intervals, as indicated on the attached boring Togs. The soils recovered, were visually classified, and representative portions were placed in moisture -tight containers and returned to our laboratory for further visual evaluation. Boring locations, as shown on the Site and Exploration Plan, Figure 2, were obtained by hand - taping from physical features shown on the site plan prepared by Barghausen Consulting Engineers, Inc., dated 30 November 1994, provided us. The locations shown should be considered accurate to the degree implied by the method used. OAGRA Earth & Environmental 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Barghausen Consulting Engineers 5 January 1995 11-10040-00 Page 3 The exploration logs enclosed with this letter report are based on interpretations made in the field. The logs indicate the various types of soils and materials encountered in the borings. The relative density of these soils indicated on the Togs are based on the drilling action and advancement rate of the drill rig, as well as the driving resistance measured during sampling ( "N" values). The logs also indicated the depth where the strata or characteristics of the strata changed, although changes may be gradual. If the change occurred between sample intervals, the depth of the change was interpreted. Subsurface Conditions Subsurface soil conditions, as disclosed by our explorations, were generally consistent across the project site. Borings B -1 and B -3 advanced at the northwest and southeast corners of the building, encountered 3 inches of asphalt paving which mantled approximately 6 feet of dense structural fill, presumably placed beneath the building footprint as a building pad. The fill soils consisted of a gravelly, silty sand which graded less gravelly with depth. The fill soils mantled a moderately compressible silt with scattered pockets of organic rich silt and peat. Stringers of silty fine sand were noted within borings B -1 and B -3, at depths of 12 1/2 feet, with a silty fine to medium sand encountered at the bottom of each boring at approximately 13 %s feet. Within boring B -2 native soils were encountered directly beneath the 3 inches of asphalt paving. The pavement mantled a wet, compressible silt with some sand and trace gravel, which also was noted to have moderate organics. The organics consisted primarily of charcoal fragments in the upper 7 feet, with scattered pockets of silty, fibrous, peat encountered within the sample obtained from a depth of 12 / feet. Groundwater was only encountered within boring B -1 at a depth of 13% feet, corresponding with the depth at which the silty fine to medium sand was encountered. However, saturated pockets were noted within some of the deeper samples. Perched groundwater zones may develop above the relatively impermeable silts at the contact between the fill soils and native soils, or may occur within scattered zones where interbeded lenses of more permeable soils exist. Groundwater conditions can be expected to vary with precipitation, season, site utilization and other on and off -site factors. CONCLUSIONS AND RECOMMENDATIONS Development plans call for the construction of an addition to the existing restaurant facility and reconfiguration of the parking lot. In our opinion, the native soils which were disclosed by our explorations are not suitable to provide adequate subgrade support for the proposed additions. Thus, where footing excavations or floor slab subgrades are within native soils, we recommend overexcavating the native soils and replacing with structural fill. if this method is utilized conventional spread footings, and continuous wall footings could be used for foundation support with slab -on -grade floors. O A G RA Earth & Environmental Barghausen Consulting Engineers 5 January 1995 11-10040-00 Page 4 Site Preparation Final grades for the additions will match the existing building elevations. Consequently, we have provided general site preparation and grading recommendations considering the nature of the soils disclosed by our subsurface explorations. Prior to site grading, all asphalt pavement and concrete sidewalks should be removed and existing buried utilities should be removed or abandoned below the expansion areas. Excavations made for utility removal in the addition areas should be backfilled with "structural fill" as outlined subsequently. Utilities should be abandoned or backfilled according to State and local guidelines. All building and pavement areas, sidewalks and areas to receive "structural fill ", should be stripped of all uncontrolled fill, and other deleterious materials and backfilled with "structural fill" as outlined subsequently. The fill soils encountered adjacent to the existing structure appear to be adequate to bear the anticipated foundation loads. However, the lateral extent of the existing fill pad is not known. Thus, the footing excavations or floor slabs for the proposed addition may extend beyond the existing fill pad. Where this is the case, the exposed native subgrade soils will need to be overexcavated by 5 feet and backfilled with structural fill to match the existing fill pad thickness, and provide a uniform, suitable foundation subgrade. For foundation elements within the existing fill pad, it is not anticipated that any remedial measures will be necessary, provided the issues addressed subsequently conform to our recommendations. The suitability of the soils for foundation and floor support should be evaluated by a representative of AGRA Earth & Environmental, Inc. (AGRA) prior to construction or "structural fill" placement. If the existing fill soils exposed by stripping and excavation are firm and undisturbed and possess a minimum density of at least 90 percent of the Modified Proctor Maximum Dry Density (as determined by the ASTM:D 1557 test procedure), no further site preparation would be required in those areas. Should the existing fill soils not meet the minimum compaction standard, we recommend that the foundation, or floor subgrade areas be prerolled and compacted with a roller or other suitable heavy equipment to firm and non - yielding condition in order to achieve the minimum compaction level. The same procedure is recommended for areas to be paved. However, due to the silty nature of the site soils, prerolling and compaction can only be done when the soils are at or very near the optimum moisture content. The optimum moisture content is that which allows the greatest soil density under a given compactive effort. Any soft, wet, or significantly organic - rich areas disclosed by prerolling should also be excavated as necessary to reveal firm, non - organic soils and backfilled with structural fill as described subsequently. The bulk of the near - surface site soils are silty and consequently highly moisture sensitive. These silty soils are highly prone to disturbance in wet site conditions. To reduce site disturbance, the contractor should minimize traffic above prepared subgrade areas, and direct *AGRA Earth & Environmental Barghausen Consulting Engineers 5 January 1995 11- 10040 -00 Page 5 site surface water and groundwater away from the work areas. In very wet conditions, the use of a working surface of quarry spells or sand and gravel may be required to protect the subgrade, especially from vehicular traffic. Structural Fill All fill placed in the addition areas and for utility trench backfill should be placed in accordance with recommendations described herein for structural fill. Prior to placement of structural fill, all areas to receive fill should be prepared as previously recommended. Structural fill should be placed in loose lifts not exceeding 8 inches in thickness. Individual lifts should be compacted such that a density of at least 90 percent of the modified Proctor maximum density (ASTM:D 1557) is achieved. The upper 2 feet below pavement should be compacted to 95 percent relative density. We recommend that a representative from our firm be present during placement of structural fill to observe the work and perform a representative number of in -place density tests. In this way, the adequacy of earthwork may be evaluated as operations proceed. The suitability of soils for use as structural fill depends primarily on the gradation and moisture content of the soil when it is placed. As the fines content (that portion passing the U.S. No. 200 sieve) increases, soils become increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. Silty soils containing more than about 5 percent fines by weight, such as the majority of the on -site fill soils and all of the native soils, cannot be consistently compacted to a firm, non - yielding condition when the moisture content is more than about 2 percent from optimum. The use of clean, granular soils with less than 5 percent fines may be necessary for fill used to complete wet weather site work. Based on our explorations, the site soils that would be available for fill would be limited to the pre- existing fill soils consisting of the brown, gravelly, silty sand. The underlying organic -rich silts or sandy silts would not be suitable or practical for use as structural fill, in our opinion. The fill soils would be difficult to use as structural fill, except during dry summer months when the water content may be carefully controlled by aeration and drying. Even during the summer, delays in grading may occur due to precipitation. If inclement weather occurs, the upper wetted portion of the site soils may need to be scarified and allowed to dry prior to other earthwork. If it is not practical to dry the wet silty soils, it may be necessary to remove the upper silty soils and replace them with clean, granular soils to accommodate site work in wet or adverse weather conditions. Soils used for structural fill should have a maximum particle size of 6 inches and be free of organic and other deleterious materials. •AGRA Earth & Environmental Barghausen Consulting Engineers 5 January 1995 11- 10040 -00 Page 6 Shallow Foundations The proposed additions may be supported by conventional spread footings founded on the existing, undisturbed, dense fill soils or properly compacted structural fill of a sufficient thickness placed above native deposits. Where the footing excavations for the new addition are within native or unsuitable soils, we recommend the area be overexcavated by approximately 5 feet and replaced with structural fill. The intent of the overexcavation is to match the thickness of the existing fill pad which apparently underlies the existing building, thus providing a uniform fill pad. The overexcavation should extend laterally from the outside bottom edge of the proposed footing a distance equal to the depth of overexcavation. Also, if the footings are constructed above the existing structural fill, it should be verified that the structural fill pad extends laterally outside the edges of the foundation, a distance equal to the thickness of the structural fill layer beneath the footing. New addition footings immediately adjacent to existing footings should be established at the same grades, so as not to undermine existing bearing support or apply a downward surcharge at the existing stem walls. Otherwise, a minimum embedment depth of not less than 18 inches should be maintained. We recommend a minimum footing width of 18 inches for continuous footings and 24 inches for isolated footings. Based on these conditions, and considering the structural loads, we recommend that the footings be founded on the dense fill soils and be designed with the same maximum allowable soils bearing pressure as used during original building design, if known. If the original soil bearing pressure is not available, a bearing pressure of 1,500 psf may be used for design purposes. If the original bearing pressure is used, we should be allowed to review the proposed bearing capacity to determine if it is consistent with the subsurface conditions encountered during our field exploration program. These allowable bearing pressures may be increased by up to one -third to accommodate seismic and transient Toads. All footings must be founded in the prescribed bearing strata; the foundation should not be set in or above loose or disturbed soils or any existing uncontrolled fill. In all cases, it should be emphasized that undermining of the existing building footings during the construction of the addition footings should be prevented. Also, since the site soils are silty, site work in the presence of water or during wet weather would disturb the bearing strata. The contractor should avoid disturbance of these soils and limit traffic across the building pad or foundation areas during wet weather. To minimize disturbance associated with foundation form work and reinforcement bar placement, the use of a lean concrete "mud mat" may be required. Assuming the foundation elements are founded on the prescribed bearing strata, we anticipate the total settlement would be essentially elastic in nature and should be Tess than 3/4 inch, with differential settlement on the order of one -half of the total. Considering that the existing building has been in place a sufficient time for settlements to have already occurred, we *AGRA Earth & Environmental Barghausen Consulting Engineers 5 January 1995 11-10040-00 Page 7 recommend that appropriate shear reinforcement be provided in connections between the new additions and the existing structure. In this way, adverse affects of potential differential settlements between the existing building and the new additions can be minimized. In addition, construction of a closure pour between the existing building and expansion area should be deferred until the bulk of the dead load of the proposed expansion is in place. As the near - surface fill soils are granular, most settlement should occur during construction of the building additions, or during initial loading. If disturbed or soft materials are left within the footing area prior to concrete placement, future settlements may be greatly increased. For this reason, the condition of the footing subgrade should be closely monitored by a representative from our firm prior to reinforcing steel or concrete placement to confirm that the condition of the bearing soils are consistent with those assumed during design. Slab -On -Grade The slab -on -grade subgrade should be prepared in accordance with the previous site preparation recommendations. To limit settlement and distress, we recommend a slab -on- grade floor be founded on prerolled pre- existing fill or structural fill as per our recommendations outlined previously. We recommend that the floor slab be underlain by a minimum of 4 inch thickness of clean coarse sand and gravel, crushed rock or pea gravel to serve as a capillary break. The fines content of the capillary break material should be limited to 5 percent or less, and the material should contain at least 30 percent by weight larger than a U.S. No. 4 sieve. An impervious moisture barrier should also be placed beneath the slab. Drainage Considerations The site soils are silty and highly susceptible to disturbance when wet. Prior to construction, any site surface water should be routed away from the construction and the building areas as much as possible. We recommend that the additions be provided with a permanent perimeter footing drain system to collect available water. The footing drain should consist of at least a 4 -inch diameter perforated pipe within an envelope of pea gravel or washed rock. The drain pipe should lead away from the additions via gravity to a storm sewer or other suitable discharge. In addition, site grades should be planned to slope away from the buildings. Roof and surface runoff should not discharge into the footing drain system. Instead, a separate tight -line drain network should be installed or splash blocks may be used. Pavement Design Criteria Provided below are general recommendations regarding asphalt pavement design. It must be recognized that pavement design is a compromise between high initial cost with low maintenance on one side, and lower initial cost coupled with the need for periodic repairs and higher long -term maintenance. As a result, the owner should take part in the development of the appropriate paving section. Critical features which govern the performance of the pavement include the stability and condition of any underlying pavement if it is left in- place, `it's A G R A Earth & Environmental Barghausen Consulting Engineers 5 January 1995 11-10040-00 Page 8 the stability of the soil subgrade, the presence or absence of moisture, free water, and organics in the subgrade, the fines content of the subgrade soils, the traffic volume, and the intended use. It should be noted that only at the location of boring B -1 was a base course material encountered beneath the asphalt pavement. Thus, it may be the case where the existing pavement, which is to remain, may not meet the specifications outlined on the project plans, or our recommendations for an appropriate pavement section. This may result in differential settlement between the newly paved areas and the existing pavement. In addition, pavement distress and potential failure is more likely to occur in the existing paved areas which are to remain. We noted during our site visit that several areas within the existing pavement were showing signs of pavement distress (cracking or "alligatoring "). The owners should be advised of this potential problem. Areas to be paved must be adequately prepared as outlined in the "Site Preparation" section prior to placement of base course and asphaltic paving sections. After stripping any topsoil, organic or otherwise deleterious materials, if conditions permit, the subgrade should be prerolled statically (ie no vibration) with a large drum roller to obtain a suitable firm and unyielding ground surface. However, prerolling should only be accomplished when the exposed soils are within 2 percent of their optimum moisture content. If the subgrade is prerolled when its above optimum, the soils would be reduced to mud. Thus, we recommend an AGRA representative be on site to evaluate the necessity for prerolling. Any obvious soft or yielding areas disclosed by prerolling should be excavated and replaced with structural fill. As shown on the project plans provided us, dated 30 november 1994 by Barghausen Consulting Engineers, Inc., the asphalt paving section calls for 12 inches of compacted subgrade or structural fill. Based upon the site soil conditions we recommend a minimum of 12 inches of structural fill be placed and compacted to 95 percent of its modified Proctor value. However, due to the soft, silty nature of the native subgrade soils, it may be difficult to adequately compact the structural fill without incorporating the subgrade soils into the structural fill, thus reducing the effectiveness of the overexcavation to provide adequate subgrade support. This will often cause the area to become soft and saturated, thus potentially causing future pavement distress. To minimize the possibility of incorporating the native soils into the structural fill, it may be advisable to place a geotextile fabric, such as Mirafi 500X, or equivalent, over the native subgrade soils prior to structural fill placement. The fabric acts to separate the siltier subgrade soils from the "clean" structural fill, but does not act to strengthen the pavement section. The geotextile fabric merely serves to prevent the gravel base from becoming incorporated into the siltier subgrade. OAGRA Earth & Environmental 1 1 1 Barghausen Consulting Engineers 5 January 1995 11-10040-00 Page 9 A pavement section of 2 inches of Class B asphalt over 4 inches of crushed base course, as shown on the plans, would be appropriate pavement section, in our opinion. The base course gravel should be placed directly on the properly compacted structural fill. The base material must be compacted to at least 95 percent of the modified Proctor maximum dry density. If construction of the pavement is to take place during wet weather, a contingency plan should be made for protection of the prepared pavement subgrade. Site Disturbance The native and fill soils which will be exposed upon completion of stripping contain a significant percentage of fine - grained particles. These silty soils are susceptible to disturbance, particularly when wet. We recommend that the contractor make every effort to minimize disturbance of stripped surfaces. These efforts should include directing surface water away from open excavations and the placement of a crushed rock or concrete mud slab surface in the footing trench excavations. If grading must be initiated when the silty site soils are more than about 2 percent above optimum, those areas to receive fill should be blanketed with a clean, coarse gravel, crushed rock, quarry spells or equivalent non - moisture sensitive material. This would provide a working surface for the subsequent structural fill placement. The contractor should be made aware of the fact that the silty site soils are highly susceptible to disturbance when they are only slightly wetter than optimum. Therefore, the contractor would need to perform final stripping with care in order to minimize site disturbance. If site work is accomplished in wet weather, the placement of clean sand and gravel below paved areas would promote future drainage and improve subgrade support. In addition, vehicle traffic over wet subgrades or prepared areas should be minimized. Application of these measures will reduce the likelihood of additional overexcavation of disturbed soils and associated costs for export and import will be reduced. CLOSURE The conclusions and recommendations presented in this letter report are based on the explorations accomplished for this study. The number, locations and depths of the explorations were completed within the site proposal constraints so as to yield the appropriate amount of information to formulate our recommendations. The integrity of the foundations depends on proper site preparation and construction procedures. We would be available to provide geotechnical engineering services during the earthwork and foundation construction phases of the project. If variations in the subsurface conditions observed at that time, we would be available to provide additional geotechnical recommendations to minimize delays as the project develops. *AGRA Earth & Environmental Barghausen Consulting Engineers 5 January 1995 11-10040-00 Page 10 It has been a pleasure to provide you with this information. If you have any questions, or require further information, please do not hesitate to call us at your convenience. Respectfully submitted, AGRA Earth & Environmental, Inc. - lam . Loc ard Senior Staff Geologist Kurt D. Merriman, P.E. Associate Enclosures: Location Map, Figure 1 Site and Exploration Plan, Figure 2 Boring Logs B-1 through B-3 WJL/KDM/clt 0 AG R A Earth & Environmental HQRNDY K02ND 5T 5 152ND ST "1 1-1_,_ \ s lsr °V) s 152N0 PL I, r `^ � 5 153RD r. l .SO \ 6400 CRYSTA Ndtr/Pr*ie's ;PR1 , SOUTHCENTER PKWY sN u �7serN ri �. R+.. CMS . CV -4 16tST p BAKER BL D )3? 5T r / W STRANDER LONGACRES RACE TRICK S 167TH ST ST R NNTON 25 172ND CORPORATE] DR N CORPORAT DR 1NKLE 177TH ST PAVILION WALL H S 180TH SW 43RD ri ST ST 190TH S 188TH ST 190TH ST r23N T22N 200TF1 AGRA Earth & Envuron .61 AG R A Earth & Environmental 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034-6918 W.O. _11E14_0 DESIGN WJL DRAWN DMW DATE - JAN t995 SCALE PROPOSED APPLEBEE,S RESTAURANT 17790 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON LOCATION MAP FIGURE 1 SOUTHCENTER PARKWAY EXISTING SIDEWALK EXISTING PARKING L / / 1 / 1 B -2 PROPOSED PARKING 9 / 1 / PROPOSED RAMP I 1 1 PROPOSED PAR KING r �, / _ I -j •S - _ I- / / PROPOSED STRUCTURE / F.F. LEV. 24.20 / / 1 BRICK BUILDING -ty B -1 B -3 / / EXISTING '/ / -i 1 _ EXISTING I 1 1 / 1 / 1 / / / BRICK BUILDING / / N / EXIST / I / I / / / EXISTING PARKING LEGEND B-3 BORING NUMBER AND APPROXIMATE LOCATION DRAWING BASED ON PLAN BY BARGHAUSEN, DATED 11/30/94. - - • ~ - • \` �` . - EXI• STIING • - EXIS SID WAL K TANG auk DING 60 EET ° AG R A Earth & Environmental 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.SA 98034 -6918 W.O. 111040 DESIGN WJL DRAWN DMW DATE JAN 1995 SCALE NOTED PROPOSED APPLEBEE S RESTAURANT 17790 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON SITE & EXPLORATION PLAN Fl RE2 • 1 / / B -2 PROPOSED PARKING 9 SOUTHCENTER PARKWAY EXISTING SIDEWALK ---------______ ------------ — - -- - --------------------------- - - - - -I EXISTING PARKING B -1 1 P/OPOSED 0 30 60 SCALE IN FEET P'k /IyG PROPOSED STRUCTURE / F.F. fLEV. 24.20 / / EXISTING / BRICK BUILDING —+�y B -3 ▪ - /STI- NG S!p WALK EXISTING PARKING EX/ST/NG BUILDING i II 41 / / 11 1 / 1 -1 / / I I / EXISTING BRICK BUILDING / / L EX/sr /NG 1 opALk l - 1 / `J / LEGEND B -3 BORING NUMBER AND APPROXIMATE LOCATION DRAWING BASED ON PLAN BY BARGHAUSEN, DATED 11/30/94 O AG R A Earth & Environmental 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.SA 98034 -6918 W.O. DESIGN DRAWN DATE SCALE 111040 WJL DMW JAN 1995 NOTED PROPOSED APPLEBEE,S 17790 SOUTHCE? TUKWILA, SITE & EXPLOR Proposed Tukwila PROJECT: A • • lebees 0 SOIL DESCRIFIION Approximate ground surface elevation: 24 feet W.O. 11- 10040-00 BORING NO. 8 -1 N RN a STANDARDPENETRATION RESISTANCE Blow per foot 0 20 30 40 Page 1 of 1 TESTING iI D 15 -20 -.25 3' Asphalt Paving over dense, moist, black, gravelly, tine to medium SAND with some silt Very dense grading to medium dense, moist, tan grading to gray, silty, tine to medium SAND with some gravel (RIO Medium stiff, wet, mottled gray -black -brown with pockets of greenish gray, SILT with trace to some clay and moderate organics consisting of charcoal and wood fragments - -M arm dense, saturated; black; sll - 715e3AN15 -- Boring terminated at approximately 14 feet LEGEND 2 -inch OD split.rg000 sunpla V groom water level J° at time of dritl 4 S -1 S2 S -3 S-44 • yr .9-11-§ ATD 10 20 30 40 MOISTURE CONTENT 1 • i Plastic limit Natural Liquid limit •AG RA Earth & Environmental 11335 NE 122nd Wary, Suite 100 Kirkland, Washington 98034 -6918 50 Drilling starte4: 28 December 1994 Drilling completed: 28 December 1994 Logged by: WJL PROJECT Proposed Tukwila A• •lebees W.O. 11- 10040 -00 BORING NO. 8 -2 0 SOIL DESCRIPTION Approximate ground surface elevation: 24 feet og STANDARDPENETRATIONRESISTANCE Page 1 A Blows per foot of l 10 20 30 40 sTESTING - 10 -+ -15 3' Asphalt Paving Soft grading to stiff, wet, grayish green, SILT with - some fine sand and trace gravel. Scattered lenses of organic -rich silt with moderate wood fragments, Also noted dicrete gravel size clods of slit 4rie'rlse of w55Ely PEAT with some silt Medium stiff, wet to saturated, dark gray to black, SILT with some fine sand, trace to moderate organics and 4' thick Interbed of fine SAND with some slit S -1 5-2 S-4 S -5 - 20 - - 25 Boring terminated at approximately 19 feet LEGEND 2 -Inch OD split -spoon sample Z Groundwater level AJD at time of drilling 10 20 30 40 MOISTURE CONTENT Plastic limit Natural Liquid limit �AGRA Earth & Environmental 11335 NE 122nd Way, Suite 100 Klrldand, Washington 98034 -6918 Drilling started: 28 December 1994 Drilling completed: 28 December 1994 Logged by: WJL 1 1 i r 1 1 1 1 1 1 1 1 1 l i l 3 1 Proposed Tukwila PROJECT: A • • lebees W.O. 17- 10040 -00 BORING NO. B -3 30 SOIL DESCRIPTION Approximate ground surface elevation: 24 feet 3' Asphalt Paving Dense grading to medium dense, wet, tan with gray mottling, gravelly, silty, fine to medium SAND (RIO Decreasing gravel Medium stiff grading to stiff, wet, brown grading to gray, SILT with trace clay and moderate organics, primarily wood fragments, charcoal and roots Sl , fine SAND In tip I Boring terminated at approximately 14 feet LEGEND 2 -inch oD split - spoon sample Z Groundwater level Rio at time of drilling S -1 S2 S -3 S -4 STANDARDPENEIRATION RESISTANCE 6 3 ♦ Blows per foot 10 20 30 40 soTESTING Page 1 of 1 I I Plastic limit Natural Liquid limit 10 20 30 40 0 MOISTURE CONTENT �AGRA Earth & Environmental 11335 NE 122nd Way, Suite 100 Kirtland, Washington 98034 -6918 Drilling started: 28 December 1994 Drilling completed: 28 December 1994 Logged by: WJL PROJECT MANUAL Applebee's Neighborhood Grill & Bar Tukwila, Washington Project Number: 94220 Aria Group Architects, Inc. 1100 West Lake Street Oak Park, IL 60301 (708)445-8400 RECEIVED DEC 2 8 1994 ROBERT FOSSATTI ASSOC. RECEIVED CITY OF TUKWILA DEC 2 3 1994 PERMIT CENTER PROJECT MANUAL Applebee's Neighborhood Grill & Bar 17790 Southcenter Parkway Tukwila, WA Job #94220 December 15, 1994 OWNER/FRANCHISEE Apple American Limited Partnership of Indiana 919 N. Michigan Ave., Ste. 1919 Chicago, IL 60611 (312) 943 -1919 (312) 943 -2248 Fax CONSTRUCTION CONSULTANT Martin Consulting Company 8265 State Road 1/4$ Bloomington, IN 47404 (812) 876 -2541 (812) 876 -2542 Fax ARCHITECTS /STRUCTURAL ENGINEERS Aria Group Architects, Inc. 1100 West Lake Street, Ste. 140 Oak Park, IL 60301 (708) 445 -8400 (708) 445 -1788 Fax MECHANICAL ELECTRICAL & PLUMBING ENGINEER W -T Engineering, Inc 39 E. Scully Drive Schaumburg, Il 60193 (708) 894 -3640 (708) 894 -9985 Fax KITCHEN CONSULTANT Best Restaurant Equipmnent & Design Co. 960 Kinnear Road Columbus, OH 43212 -1443 1(800) 837 -BEST (614) 488 -4732 Fax APPLEBEE'S, NEIGHBORHOOD GRILL & BAR 17790 SOUTHCENTER PARKWAY TUKWILA, WA JOB #94220 December 15, 1994 TABLE OF CONTENTS Conditions of the Contract 00150 Instructions to Bidders Applebee's International, Inc. General Contractors Project Bid Breakdown 00700 General Conditions of the Contract AIA Document A201 -87 00800 Supplementary General Conditions Division 1: General Requirements 01000 Special Conditions 01010 Summary of Work Division 2: Site Work 02210 Site Grading, Excavation & Backfill 02282 Termite Control 02513 Asphalt Concrete Paving 02720 Storm Sewage Systems Division 3: Concrete 03300 Cast -in -Place Concrete Division 4: Masonry 04200 Unit Masonry Division 5: Metals 05120 Structural Steel 05210 Steel Joists 05300 Metal Deck 05700 Ornamental Metals Division 6: Wood and Plastics 06100 Rough Carpentry 06200 Finish Carpentry 06400 Architectural Woodwork Division 7: Thermal and Moisture Protection 07180 Moisture Barrier 07200 Thermal Insulation 07240 Exterior Finish System 07510 Single Ply Roofing & Built -up Roofing 07600 Flashing and Sheet Metal 07700 Roof Specialties and Accessories 07900 Joint Sealer Division 8: Doors, Windows and Glass 08100 Hollow Metal Work 08210 Wood Doors and Sidelights 08410 Aluminum Storefront Windows 08700 Builders Hardware 08800 Glass & Glazing Division 9: Finishes 09250 Gypsum Drywall 09300 Tile Work 09510 Acoustical Ceilings 09680 Carpeting 09900 Painting 09950 Wall Coverings Division 10: Specialties 10160 Toilet Partitions 10425 Signs 10522 Fire Extinguishers 10700 Awnings 10800 Toilet Accessories Division 11: Equipment 11400 Kitchen Equipment Division 12: Furnishings 12000 Furnishings 12650 Accessories Division 13: Special Construction (none in this project) Division 14: Conveying Systems (none in this project) Division 15: Mechanical 15010 Mechanical Requirements 15250 Insulation 15400 Plumbing 15440 Plumbing Fixtures and Equipment 15500 Automatic Sprinkler System 15650 HVAC Equipment 15850 Air Handling 15885 Smoke Filter System 15990 Testing, Adjusting, and Balancing Division 16: Electrical 16010 Electrical Requirements 16050 Electrical Materials and Methods 16400 Service and Distribution 16500 Lighting Color and Pattern Schedule Bid Breakdown Form INVITATION TO BID Apple American Group requests proposals for furnishing all labor, material, services and equipment to complete work as shown on Bidding documents. This document (invitation to Bid) together with the "Instructions to bidders ", AIA Document A701, 1987 edition and Section 00150 Supplementary Instructions to Bidders, constitute a combined document for the bidding requirements. PROJECT: PROJECT Noi DOCUMENTS: Applebee's Neighborhood Grill & Bar 17790 Southcenter Parkway Tukwila, WA #94220 Pre - qualified General contract bidders may secure copies of the contract documents from the Architect as established by the Owner. A 1 bidders shall verify that all pages of all sections have been received as indexed. ]n addenda issued during bidding shall be attached to the bidding documents, and will become a part thereof. Receipt of addenda shall be acknowledged in the space provided on the form of Proposal, and all requirements of such addenda shall be covered in the bid. Bidders shall check with the Architect before bids are due to ascertain if they have received copies of all Addenda. No extras will be authorized because of failure of the Contractor to include work called for in Addenda in his bid. BIDDING PROCEDURE Bide shall be submitted in duplicate on forms as provided in this manual No seareaated Proposals or assignments will be considered. Each bidder shall submit unit prices, alternate prices, percentage fees for additions to, or deductions from, the work and other bid information as called for in the Form of Proposal. Failure to submit all such information as required, at the time of submission of proposals, shall be understood to be as valid reason for rejection of bids. General Contractors are to submit proposals no later than: DATE: 1/5/95 TIME: 5:00 p.m. CONSTRUCTION START: 2/10/95 (or) earlier if permit allows LOCATION: ct. e- V64Acai41,1 MA-v-11),s S2(7 5 €91.4S- Kok #8 Vi_oort G-slor1, I tJ 4- "Iq -cxj- 1 I �. a 1 CONSIDERATION OF SIDS Bids will he opened and read privately. The Owner reserves the right to disqualify bids, before or after opening, upon evidence or collusion with intent to defraud or other illegal practices upon the part of the Bidders. 1$ Proposale shall, remain firms and may not be withdrawn for a period of 60 days after bide are received. Bidders may withdraw Proposals at any time before bid opening, but may not resubmit them. PERFORMANCE $OND AMR LABOR ND MATERIAL AOND Bidders, are required to furnish, an add alternate price for the furnishing of a Performance Bond and Labor and Material Bond as described below. IL require, the Owner furnish bonds covering the faithful performance of the Contract and the payment of all obligations arising thereunder. The bonds shall be written in the form of Performance Bond and Labor and Material Payment Bond, AIA Document A311, February, 1970 Edition, and each bond shall be written in the full amount (100 %) of the Contract Sum. ADDENDA mg INTERPRETATION Necessary changes or corrections in drawings or project manual during time of bidding will be issued in writing or as drawings in form of addenda to all bidders. Failure of any bidder to receive and addendum or interpretation shall not relieve the bidder from any obligation under his bid as submitted. All addenda issued shall be acknowledged where indicated on the Bid Form and will become part of the Contract. Should a bidder find discrepancies in or omissions from drawings and /or project manual, or should he be in doubt as to their meaning, he shall at once notify the Architect in writing who will send written instructions to all bidders. Neither the Owner nor Architect will be responsible for any oral instructions or any other explanation or interpretation of the documents. SPECIAL 7J0TICE mg $IDDERS No claim fat additional compensation shall be entertained on behalf of or paid to Contractor on account of his failure to be fully informed of all requirements of the Contract Documents. T e owner, reserves the right to reject any or all bide without compensation to bidders, and to waive any or all informalities. CONDITIONS OF THE CONTRACT SECTION 00150: INSTRUCTIONS TO BIDDERS Instructions to Bidders for this Contract is AIA Document A701, Instructions to Bidders, 1987 Edition. Invitation to Bid: Selected Contractors are invited to submit a stipulated lump sum bid for work as indicated on the drawings. Proposals are to include all labor, taxes, fees, insurance, permits, tools, equipment, materials, services and incidentals necessary or required for the construction of the above project as outlined by the Contract Documents. Bid Form: Only proposals received on the Applebee's International, Inc. "General Contractor's Project Bid Breakdown" form will be accepted. Procurement of Documents: Selected Contractors will be issued sets of Bluelines and specifications at discretion of owner. Additional copies may be purchased at cost directly through printer. Examination of Site and Documents: Each bidder shall visit the site of the proposed work and acquaint himself with the existing conditions so he may understand the existing systems and facilities, difficulties, and restrictions related to the execution of the work under the contract. Right to Reiect Bid Proposals: The Owner reserves the right to waive irregularities and to reject any or all Bid Proposals. Performance and Labor and Material Payment Bond: Where required by the Owner, furnish a performance Bond in an amount equal to 100% of the Contract Sum and a Labor and Material Payment Bond in an amount not less than 100 % of the Contract Sum. Form of Agreement: The Form of Agreement shall be AIA Form A101 "Standard Form of Agreement Between Owner and Contractor Stipulated Sum ". SECTION 00700: GENERAL CONDITIONS The General Conditions of the Contract are the American Institute of Architects Standard Document No. A201 "The General Conditions of the Contract for Construction", 1987 Ed., hereinafter referred to as the "General Conditions ". SECTION 00800: SUPPLEMENTARY GENERAL CONDITIONS Warranty: The Contractor shall furnish to the Owner with final application for payment, a one year written guarantee, warranting all work in accordance with the provisions of the General Conditions. In the eleventh month, Owner and General Contractor's representatives shall perform a warranty walk through of project. Page 00 -1 Subcontractor List; The contractor shall furnish to the owner with final application for payment, a completed AIA Form G805, List of Subcontractors. Permits. Fees and Notices: Permits and licenses necessary for the execution of the work and areas affected by this work shall be secured and paid for by the Contractor. Progress Schedule and Reports: Within 15 days of date established for "Commencement of the work ", submit a comprehensive bar -chart type progress schedule indicating a time bar for each significant category or unit of work to be performed at the site. Arrange schedule to indicate required sequencing of units, and to show time allowances for submittals inspections and similar time margins. Show critical submittal dates related to each time bar, or prepare separate coordinated listing of critical submittal dates. Project Meetings: Conduct general progress and coordinating meetings at least once each month, attended by a representative of each primary entity engaged for performance of work. Record discussions and decisions, and distribute copies to those attending and others affected including Architect /Engineer. Schedule meetings to coordinate with preparation of payment requests. Application for Payment: The form of Application for Payment shall be AIA Document G702, Application and Certification for Payment, supported by AIA Document G702A, Continuation Sheet. Payment Application Times: Payment dates are indicated in the Agreement. The period covered by each application is the period indicated. Requests for partial payment shall be supported by receipts, lien waivers, affidavits, or other vouchers showing payment of materials and labor, payments to subcontractors. Lien waivers from prior payment shall be submitted with second payment request and each subsequent payment request. Insurance Requirements: A. Provide insurance as follows: 1. Worker's Compensation with statutory limits, and Employers Liability; Minimum limits in the following amounts: $500,000 per Accident for Bodily Injury by Accident; $500,000 per Employee for Bodily Injury by Disease; $500,000 Policy Limit for Bodily Injury by Disease. 2. General Liability: Must include Products /Complete Operations Liability and include hazards of Explosion, Collapse and Underground, if applicable. Coverage to be either the Comprehensive General Liability form or the Commercial General Liability form. Minimum limits in the following amounts: If Comprehensive General Liability form: $1,000,000 per Occurrence /$1,000,000 Aggregate Broad Form Comprehensive General Liability Endorsement or its equivalent to be included to provide Contractual Liability, Personal Injury/Advertising Injury Liability, Broad Form Property Damage including Completed Operations, Incidental Medical Malpractice. If Commercial General Liability form: $1,000,000 per Occurrence $2,000,000 General Aggregates $2,000,000 Products /Completed Operations Aggregate $1,000,000 Personal Injury $ 250,000 Fire Damage Liability $ 5,000 Medical Payments Page 00 -2 Wit Owner shall be named as an additional insured, as Owner's interest may appear with respect to operations performed by Contractor. 3. Automobile Liability; Minimum limits in the following amounts: $1,000,000 combined Single Limit for Bodily Injury and /or Property Damage. B. Contractor may, subject to approval by Owner, provide Builders Risk coverage as outlined below. Contractor shall reflect in his bid the premium cost for such Builders Risk coverage: Coverage to be for "All Risk" perils or "Special" Causes of Loss, as appropriate for the policy forms applicable, shall include the perils of Flood and Earthquake and shall be on a Completed Value basis. Coverage shall name Owner as an Additional Insured as owner's interest may appear, if applicable. Page 00 -3 1 1 UAIE 0911 SEC110N 1 PAGE MANUAL S CSION lsrl Coral. & (quip. (km //KAdurs C. APPLEBEES INTERNATIONAL, INC. GENERAL CONTRACTOR'S PROJECT BID BREAKDOWN This request for bid breakdown is required to be completed by the general contractor for the materials and services to construct/remodel the Applebee's restaurant described here in accordance with the contract documents, specifications, drawings, and instructions to bidders. •' Ilerein Called 'Contractor" Date Project Location. Project Type 1. All items must be' shown without the general contractor's overhead and profit. 2. Subcontractor's overhead and profit should be included in each respective item. Your bid must be in our office not later than Submit bid or declination in sealed envelope marked "Confidential" to the following addresses: Mall original to: Mail additional copy to: Declination: In the event you elect not to bid, please inform us of this decision promptly in writing to enable us to maintain a current list of approved bidders. Breakdowns not conforming to the bid breakdown or bids submitted with bid breakdown form will be disqualified. SITE COSTS 1 . 51 Demolition Clearing and Grading S2A Strip site yds Q S per cu. yd. 5213 Fill yds @S per cu. yd. SIC Cut yds ©S per cu. yd. S2D Undercutting yds © S per cu. yd. Including removal S2M Miscellaneous 52 Clearing and Grading Total Relocation of Utilities 53A Utility Poles 538 Fire Hydrants 53M Miscellaneous 53 Relocation of Utilities total 54 Soils Compaction Tests (Paving & Service Yard) Site Drainage • SSA Catch basin e S each. 5513 Storm Sewer On Site size LF © S /LF. SSC Storm Sewer Off Site site LF © 5 &F. S5D Retention Pond SSE Culverts @S 55M Miscellaneous 55 Site Drainage Total Appiei/ae'a Insernelionaii, Inc.° HMI 1 1 1 t) Alt ttCl(UH fA4! MANUAL 01/11 1 I I • f Coerce equip, $(01014 Ilrlt 0•v. tt «oow Plunsbino • She Urllitles f , S6AA Sanitary Sewer On Site (size) LF @ f /LF 56A0 Sanitary Sewer Off Site (size) LF @ f /LF S6AC Sanitary Sewer Tap fee S6AD Water Service Size LF @ f /LF S6AE Water Meter and Tap Fee S6AF Gas Service U LP U Natural S6AG Internal Grease Trap (II Reguired) 56A11 External Grease Trap (11 Required) 56AI Dumpster Pad •Water (II Required) 56A) Dumpster Pad • Sewer (If Required) S6A Plumbing -Site Utilities Total Electrical • She Ut litiet 568A Service [Underground 0Overhead 5608 Service to parking lot lights 569C Parking lot light installing & focusing • 568D Service to prime sign and directional signs , 568E Miscellaneous 568 Electrical - Site Utilities Total Site Concrete 57A Curbs LF @ S LF 578 Approaches SF@ SF 57C Dumpster Pads SF @ f sq. ft. ,• S70 Parking lot light bases ea. @S ea. S7E Sidewalks SF @S SF 57F O(1 Site Sidewalks SF @ S SF S7G Retaining Wall cu. yd. @ f • ea. 5711 Flumes ea. @S ea. 571 Service yards SF @S r5F 571 Foundations for service yard walls cu. yds. @ S per cu. yd. 57K Miscellaneous S7 Site Concrete Total Asphalt 58A Yard Paving Type Sq. Yds.@S Sq.Yd. 588 Approaches sq. yds @ 5 sq. yd. 58C Miscellaneous _ 58 Asphalt Total S9 Dumpster Enclosure (if separate from fence) 510 Fence Type LF @S /LF S11 Stripe Lot 512 Top Soil 513 Test Boring - Parking Lot 514 Miscellaneous Cleanup 515 Miscellaneous Site Work SITE COSTS TOTAL Applebee's International, Inc o 1091 UAI1 SICIIUN PAW MANUAL tic IUN not 09/1 9 Corm & 0 gulp. Doe. Pt sudu,• BUILDING COSTS eulldina Concrete 03A Soil tests (compaction) for footinos 038 Foundations/footings/slabs 83C Building floor slab (Monolithic) 030 Formed Walls 03E Miscellaneous 03 Concrete Total Masonry 04A Block Masonry 040 Brick Masonry units @ S 11000 B4C Stucco 04D 84 Miscellaneous Masonry Total Metals 054 Steel Structural and Roof Deck B5 050 Steel erection BSC Loose lintels/miscellaneous steel Metals Total Wood 86A Wood trusses 068 66C Rough/finish carnentry materials Roughllinlsh carpentry labor 06D Millwork 06E Miscellaneous 06 Wood Total rhermaI8 Molswre Protection 07A Insulation -Wall 078 Insulation • Root 07C Single ply rooting 070 Concrete root tile 87E Sheet Metal 07F Waterproofing 07G Sealants 0711 Miscellaneous BT Thermal & Moisture Protection Total Doors a Windows B8A Wool Doors 088 Hollow metal doors and frames BBC Aluminum storefront windows 080 Glazing 880 Finish hardware 880 Miscellaneous 08 Doors 8 Windows Total Finishes 89A Gypsum Wallboard 098 Tile 69C Accoustical Ceiling B90 Painting 89E Pre•Ilnisired wall panels 89F Miscellaneous 09 . Finishes Total Applebee'a International, inc.* 1801 0 1 r 11" I •FtnU11 1 1nU• e.An.... 0911, 3 f to C•nL•Ed%Ip. D•v.► ;wed %/a 010 Awnings 811 Toilet Partitions B12 Toilet Accessories 813 Fire Extinguishing System Miscellaneous Specialities s 814A Roof Hatch 8140 Vin Iwallcovering 814C Carpet material 814D Carpet installation B14 Miscellaneous Specialties Total BIS Plumbing IIVAC 016A IIVAC rooftop air conditioners material 8160 IIVAC rooftop ventilation /exhaust Ians 816C NVACductwork /controls • 016D .11VAC labor 016 HVAC Total ELECTRICAL 817A Ll . ht Fhdures 0170 Panels 8170 Witirig /devices 8170 cal lal- cal Total BUILDING • TOTAL General Conditions 018A 8188 818C 018D 818E 816F BIN BIB General Conditions B19 Su•ervision B20 Profit & Overhead GENERAL CONTRACTOR MARKUP & COSTS TOTAL Applebee'e Inlernational, Inc .° 1901 UA11 SWWIIUH AG MAN A 0 09,11 I 11 Corot. & [gulp. Div, 'modem.' GENERAL CONTRACTOR CONTRACT TOTAL (SCT * BT) CONTRACT AMOUNT The following three items shall be completed as further consideration of this request for quotation. • • Performance & Payment Bond (If Required) • Change order charges that may be authorized in writing, which are not performed on a lump sum cost bases, shall be determined as follows: Actual cost of materials and labor as validated by invoices for such changes may be marked up. to contractor for work done directly by contractor % to subcontractor for work done directly by subcontractor % to contractor for work done directly by subcontractor • CONTRACTOR agrees to complete the work in accordance with the Contract Documents so that same is fit and ready for occupancy and use for the purpose intended with calendar days from the "commencement date" (except when such taliure is due to strikes and acts of God beyond the control of CONTRACTOR) which shall be the earlier of either the date construction hereunder commences or the date construction is to commence as hereinafter provided. The undersigned, in compliance with your invitation for bids for the General Construction of the above described project, proposes to furnish all labor, equipment, supplies, and materials and to perform all work in accordance with contract documents, specifications, schedules, and drawings issued by for the above stated sum. Signature Date Applebee'I International, Inc .° 1901 WOOD B L I N D S SOLD TO ORDER FORM PAGE OF PAGES ORDER NO. ORDER DATE: ('BUYER ") SHIP VIA: SHIP TO M SIN THE BUYER HEREBY AGREES THAT THIS ORDER TO NANIK ('SELLER') IS SUBMITTED UPON THE TERMS AND CONDITIONS OF SALE SET FORTH ON THE FACE AND REVERSE SIDE OF THIS ORDER FORM. TAG: BUND STYLE 0 1" Timberline 0 2 " with decorative trim. 0 2' Timberline tapeless Specify style of trim FINISH OPTIONS 0 Smooth 0 Sandblast - 2" only (refer to price list for color options) SPECIAL NOTES: 0 2" with 1 1/2" wide cloth tapes Specify color # and name: # - Specify color # and name: # - Specify color# and name of the 1 1/2" cloth 0 2" with 1/2" wide cloth tapes tape to which the trim will be applied Specify color # and name: #_ _ _ - # - J ` ° t CO Q � o 4 ./...— . ° .. L <� Q zEYS Q�� v o Q o _a Qo �Q 42 Q vt� QO ■∎zu O O Qtv 4/ Q <v B OB 0 Q 3c-)4c-)41- 2 ory Q c.) ("®� 2 TOTAL $ 1 2 3 4 6 • 7 8 9 10 • I.B. (Inside Blind) - Do not make allowances. Factory will deduct 1/2' on width only for clearance. O.B. (Outside Blind) - Provide exact measurements required. Valance retums are supplied automatically. Ordered by: ginnati iro TOTAL BLINDS SPECIALS TAX TOTAL $ 4 NOV 23 '94 15:24 H LYNN WHITE FX0 913 492 0416 ya' ACCOUNT # i 1 1 1 1 1 i i 1 1 i 1 i e 1 1 Company Name: Street Address: City: State: - Zip: Type of Year Annual No. of Business: Established: Volume: $ Employees: IAG4f4c 910. �a a,�.r.• oa�,t ,s.ry,rat 8208 NIEMAN ROAD LENEXA, KANSAS 66214 (913) 492.4100 a P'ax: (913) 492.0416 APPLICATION FOR CREDIT P.1 /1 sn7� Phone: Fax: State Our business is operated from: ❑ A commercial establishment ❑ Showroom ❑ In -Home Our legal entity is: ❑ Corporation ❑ Partnership Sole proprietorship Qyners or 0f1k rs Zip. Lila Owner's Social Security l Driver's License # Type of Account Requested: ❑ OPEN ❑ COD (Orders will be Proforma or COD until credit is established) TRADE REFERENCES for OPEN ACCOUNT Comp km Company Name, Address, Telephone Number & Aeoouot Number is required in order to be considered. Address Including Zin Code AGREEMENT FOR EXTENSION OF CREDIT *kart ogees that mdMrion of credit by Saar shell be *kind to and in caneidemion of the Waning arms and conditions: 1) Payrnert of ail emits duo, as evidenced by the aecoui, shell be made not late thanes due date as indicated on each Imoloe under the headwhyUMW, Arty exceptions hrW be Indicrdad on the inwoia. 2) Alnottif in dike iris- bane as ircicated in tam one above nil be sow to a sa to chsroe, each chorus not to owed do meadmum sop i:able by state law in *tint sale Is made Sinks dine to bur from and der twat day Mane is in default 3) Shad it be naoaray to vision the account baiame to a licensed coibatlon aperoy or aitnrrw for iagai action, ail shisequant collodion thaws and lewd loos b• Paid W the sePikut 4) *kart lime* etlthotieee 8rdar, ors wrmaaamt end auiprn, by Se designated idiom-?, to wake the;reuance d embe et process and confers *domed M i n o t Ian the tribe unpaid balance d apples s a000urt, topattherwth all costs applicable to etch action 0) The tndnoigned soma =hat ail ant a extended and on the beniss dew amt indicated arhom. 'new event d dal.hlt on ew pan of the commends 6) I f� peraatally nuaraaM payment any alhUgrtioti Title: bate: Bank Account Number Address Including Zip Code Telephone AGREEMENT FOR EXTENSION OF CREDIT *kart ogees that mdMrion of credit by Saar shell be *kind to and in caneidemion of the Waning arms and conditions: 1) Payrnert of ail emits duo, as evidenced by the aecoui, shell be made not late thanes due date as indicated on each Imoloe under the headwhyUMW, Arty exceptions hrW be Indicrdad on the inwoia. 2) Alnottif in dike iris- bane as ircicated in tam one above nil be sow to a sa to chsroe, each chorus not to owed do meadmum sop i:able by state law in *tint sale Is made Sinks dine to bur from and der twat day Mane is in default 3) Shad it be naoaray to vision the account baiame to a licensed coibatlon aperoy or aitnrrw for iagai action, ail shisequant collodion thaws and lewd loos b• Paid W the sePikut 4) *kart lime* etlthotieee 8rdar, ors wrmaaamt end auiprn, by Se designated idiom-?, to wake the;reuance d embe et process and confers *domed M i n o t Ian the tribe unpaid balance d apples s a000urt, topattherwth all costs applicable to etch action 0) The tndnoigned soma =hat ail ant a extended and on the beniss dew amt indicated arhom. 'new event d dal.hlt on ew pan of the commends 6) I f� peraatally nuaraaM payment any alhUgrtioti Title: bate: T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T AIA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY 1S ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1987 EDITION TABLE OF ARTICLES 1. GENERAL PROVISIONS 2. OWNER 3. CONTRACTOR 4. ADMINISTRATION OF THE CONTRACT 5. SUBCONTRACTORS 6. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 8. TIME 9. PAYMENTS AND COMPLETION 10, PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE AND BONDS 12. UNCOVERING AND CORRECTION OF WORK 13. MISCELLANEOUS PROVISIONS 14. TERMINATION OR SUSPENSION OF THE 7. CHANGES IN THE WORK CONTRACT This document has been approved and endorsed by the Associated General Contractors of America. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 101987 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C., 20006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the MA violates the copyright laws of the United States and will be subject to legal prosecutions. AIA CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION MA • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying virdeise U.S. copyright laws and le sul*at to legal prosecution. A201 -1987 1 INDEX Acceptance of Nonconforming Work 9.6.6, 9.9.3, 12.3 Acceptance of Work 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3 Access to Work 3.18, 6.2.1, 12.1 Accident Prevention 4,2.3, 10 Acts and Omissions ... 3.2.1, 3.2.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.2, 4.3.9, 8.3.1, 10.1.4, 10.2.5, 13.4.2, 13.7, 14.1 Addenda 1.1.1, 3.11 Additional Cost, Claims for 4.3.6, 4.3.7, 4.3.9, 6.1.1, 10.3 Additional Inspections and Testing 4.2.6, 9.8.2, 12.2.1, 13.5 Additional Time, Claims for 4.3.6, 4.3.8, 4.3.9, 8.3.2 ADMINISTRATION OF THE CONTRACT 3,3.3, 4, 9.4, 9.5 Advertisement or invitation to Bid 1.1.1 Aesthetic Effect 4.2.13, 4.5.1 Allowances 3.8 All-risk Insurance 11.3.1.1 Applications for Payment .. 4.2.5, 7.3.7, 9.2, 9.3, 9.4, 95.1, 9.6.3, 9.8.3, 9.10.1, 9.10.3, 9.10.4. 11.1.3, 14.2.4 Approvals .... 2.4, 3.3.3, 3.5, 3.10.2, 3.12.4 through 3.12.8, 3.18.3. 4.2.7, 9.3.2, 11.3.1.4, 13.4.2, 13.5 Arbitration 4.1.4, 4.3.2, 4.3.4, 4.4.4, 4.5, 8.3.1, 10.1.2, 11.3.9, 11.3.10 Architect 4.1 Architect, Definition of 4.1.1 Architect, Extent of Authority 2.4, 3.12.6, 4.2, 4.3.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.2.1, 7.3.6, 7.4, 9.2, 9.3.1, 9.4, 9.5, 9.6.3, 9.8.2, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4 Architect, Limitations of Authority and Responsibility . 3.3.3, 3.12.8, 3.12.11,4.1.2,4.2.1,4.2.2,4 .2.3,4.2.6,4.2.7,4,2.10,4.2.12, 4.2.13, 4.3.2, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6 Architect's Additional Services and Expenses 2.4, 9.8.2, 11.3.1.1, 12.2.1, 12.2.4, 13.5.2, 13.5.3, 14.2.4 Architect's Administration of the Contract 4.2, 4.3.6, 4.3.7, 4.4, 9.4, 9.5 Architect's Approvals 2.4, 3.5.1, 3.10.2, 3.12.6, 3.12.8, 3.18.3, 4.2.7 Architect's Authority to Reject Work .... 3,5,1, 4.2.6, 12.1.2, 12.2.1 Architect's Copyright 1.3 Architect's Decisions 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.2, 4.3.6, 4.4.1, 4.4.4, 4.5, 6.3, 7.3.6. 7,3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.2, 9.9.1. 10.1.2, 13.5.2. 14.2.2, 14.2.4 Architect's Inspections 4.2,2, 4.2.9, 4.3,6, 9.4.2, 9.8.2, 9.9.2, 9.10.1, 13.5 Architect's Instructions .. 4.2.6, 4.2.7, 4,2.8, 4.3.7, 7.4.1, 12.1, 13.5.2 Architect's Interpretations 4.2.11, 4.2.12, 4.3.7 Architect's On-Site Observations 4.2.2, 4.2.5, 4.3.6, 9.4.2, 9.5.1, 9.10.1, 13.5 Architect's Project Representative 4.2.10 Architect's Relationship with Contractor 1.1.2, 3.2.1, 3.2.2, 3.3.3. 3.5.1, 3.7.3, 3.11, 3.12.8, 3.12.11, 3.16, 3.18, 4.2.3, 4.2.4, 4.2.6, 4.2.12, 5.2, 6,2.2, 7.3.4, 9.8.2, 11.3.7, 12.1, 13.5 Architect's Relationship with Subcontractors 1.1.2, 4.2.3, 4.2.4, 4.2.69.6.3, 9.6.4, 11.3,7 Architect's Representations 9.4.2, 9.5.1, 9.10.1 Architect's Site Visits 4.7 7, 4.2.5, 4.2.9, 4.3.6, 9.4.2, 9.5.1, 9.8.2, 9.9.2, 9.10.1, 13.5 Asbestos 10.1 Attorneys' Fees i 18.1, 9.10.2, 10.1.4 Award of Separate Contracts 6.1.1 Award of Subcontracts and Other Contracts for Portions of the Work 5.2 Basic Definitions 1.1 Bidding Requirements 1.1.1, 1.1.7 5.2.1, 11.4.1 Boller and Machinery insurance 11.3.2 Bonds, Lien 9.10.2 Bonds, Performance and Payment 7.3.6.4, 9.10.3, 11.3.9, 11.4 Building Permit 3.7.1 Capitalization 1.4 Certificate of Substantial Completion 9.8.2 Certificates for Payment 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.8.3, 910.1, 9.10.3, 13.7, 14.1.1,3, 14.2.4 Cerificates of inspection, Testing or Approval 3.12.11, 13.5.4 Certificates of Insurance 9.3.2, 9.10.2, 11.1.3 Change Orders 1.1.1, 2.4.1, 3.8.2.4, 3.11, 4,2.8, 4.3.3, 5.2,3, 7.1, 7.2, 7.3.2, 8.3.1, 9.3,1.1, 9.10.3, 11.3.1.2, 11.3.4, 11.3.9, 12.1.2 Change Orders, Definition of 7.2.1 Changes 7.1 CHANGES IN THE WORK .... 3.11, 4.2.8, 7, 8.3.1, 9.3.1.1, 10.1.3 Claim, Definition of 4.3.1 Claims and Disputes 4.3, 4.4, 4.5, 6.2.5, 8,3.2, 93.1.2, 9.3.3, 9.10.4, 10.1.4 Claims and Timely Assertion of Claims 4.5.6 Claims for Additional Cost 4.3.6, 4.3.7, 4.3.9, 6.1.1, 10.3 Claims for Additional Time 4.3.6, 4.3.8, 4.3.9, 8.3.2 Claims for Concealed or Unknown Conditions 4.3.6 Claims for Damages ... 3.18, 4.3.9, 6.1.1, 6.2,5, 8.3.2, 9.5.1.2, 10.1.4 Claims Subject to Arbitration 4.3.2, 4.4.4, 4.5.1 Cleaning Up 3.15, 6.3 Commencement of Statutory Limitation Period 13.7 Commencement of the Work, Conditions Relating to 2.1.2, 2.2.1, 3.2.1, 3.2.2, 3.7.1, 3.10.1, 3.12.6, 4.3.7, 5.2.1, 6.2.2, 8.1.2, 8.2.2, 9,2, 11.1.3, 11.3.6, 11.4.1 Commencement of the Work, Definition of 8.1.2 Communications Facilitating Contract Administration 3.9.1, 4.2.4, 5.2.1 Completion, Conditions Relating to 3.11, 3.15, 4.2.2, 4.2.9, 4.3.2, 9.4.2, 9.8, 9.9.1, 9.10, 11.3.5, 12.2.2, 13.7.1 COMPLETION, PAYMENTS AND 9 Completion, Substantial 4.2.9, 4.3.5.2, 8.1.1, 8.1.3, 8.2.3, 9.8, 9.9.1, 12.2.2, 13.7 Compliance with Laws 1.3, 3.6, 3.7, 3.13, 4.1.1, 10.2.2, 11.1, 11.3, 13.1, 13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3 Concealed or Unknown Conditions 4.3.6 Conditions of the Contract 1.1.1, 1.1.7, 6.1.1 Consent, Written 1.3.1, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.5.5, 9.3.2, 9.8.2, 9.9.1, 9.10.2, 9.10.3,10.1.2, 10.1.3. 11.3.1, 11,3.1.4, 11.3.11, 13.2, 13.4.2 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1,4, 8 Construction Change Directive, Definition of 7.3.1 Construction Change Directives .... 1.1.1, 4.2.8, 7.1, 7.3, 9.3.1.1 Construction Schedules, Contractor's 3.10, 6.1.3 Contingent Assignment of Subcontracts 5.4 Continuing Contract Performance 4.3.4 Contract, Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 4.3.7, 5.4.1.1,14 Contract Administration 3.3.3, 4, 9.4, 9.5 Contract Award and Execution. Conditions Relating to 3.7.1. 3.10, 5.2, 9.2, 11.1.3, 11.3.6, 11.4.1 Contract Documents, The 1.1, 1.2, Contract Documents, Copies Furnished and Use of... 13, 2.2.5, 5.3 Contract Documents, Definition of 1.1,1 Contract Performance During Arbitration 4.3.4, 4.5.3 Contract Sum 3.8, 4.3.6, 4.3.7, 4.4.4, 5.2.3, 6.1.3. 7.2, 7.3, 9.1, 97, 11.3.1, 12.2.4, 12.3, 14.2.4 Contract Sum, Definition of 9.1 Contract Time 4,3.6, 4.3.8, 4.4.4, 7.2.1.3, 7.3, 8.2.1, 8.3.1, 9.7, 12.1.1 Contract Time. Definition of 8.1.1 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 2 A201 -1987 AIA, • © 1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. CONTRACTOR 3 Contractor, Definition of 3.1, 6.1.2 Contractor's Bid 1.1.1 Contractor's Construction Schedules 3.10, 6.1.3 Contractor's Employees 3.3.2, 3.4.2, 3.8.1, 3.9, 3.18, 4.2.3, 4,2.6, 8.1.2. 10.2, 10.3, 11.1.1, 14.2.1.1 Contractor's Liability Insurance 11.1 Contractor's Relationship with Separate Contractors and Owner's Forces 2.2.6, 3.12.5, 3.14.2, 4.2.4, 6, 12,2.5 Contractor's Relationship with Subcontractors 1.2.4, 3.3.2, 3.18.1, 3.18.2, 5.2, 5.3, 5.4. 9.6.2, 11.3.7, 11.3.8, 14.2.1.2 Contractor's Relationship with the Architect .... 1.1.2, 3.2.1, 3.2.2, 3.3.3, 3.5.1, 3.7.3, 3.11, 3.12.8 3.16, 3.18, 4.2.3, 4.2.4, 4.2.6, 4.2.12, 5.2, 6.2.2, 7.3.4, 9.8.2, 11.3.7, 12.1, 13.5 Contractor's Representations.. 1.2.2. 3.5.1, 3.12.7, 6.2.2, 8,2.1, 9.3.3 Contractor's Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.3, 10 Contractor's Review of Contract Documents 1.2.2, 3.2, 3,7.3 Contractor's Right to Stop the Work 9.7 Contractor's Right to Terminate the Contract 14.1 Contractor's Submittals 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3.1, 9.8.2, 9.9.1, 9.10.2, 9.10.3, 10.1.2, 11.4.2, 11.4.3 Contractor's Superintendent 3.9, 10.2.6 Contractor's Supervision and Construction Procedures 1.2.4, 3.3, 3.4, 4.2.3, 8.2.2, 8.2.3, 10 Contractual Liability Insurance 11.1.1.7, 11.2.1 Coordination and Correlation 1.2.2, 1.2.4, 3.3.1, 3.10, 3.12.7, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications ... 1.3, 2.2.5, 3,11 Correction of Work 2.3, 2.4, 4.2.1, 9.8.2, 9.9.1, 12.1.2, 12.2, 13.7.1.3 Cost, Definition of 7.3.6, 14.3.5 Costs .. 2.4, 3.2.1, 3.7.4, 3.8.2, 3.15.2, 4.3,6, 4.3.7, 4,3,8.1, 5,2,3, 6,1.1, 6.2,3, 6.3, 7.3.3.3, 7.3,6, 7,3.7, 9.7, 9.8.2, 9.10,2, 11.3.1.2, 11.3.1.3, 11.3.4, 11.3.9, 12.1. 12.2.1, 12.2.4, 12.15, 13.5, 14 Cutting and Patching 3.14, 6.2.6 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4, 9.5.1.5, 10.2.1.2, 10.2.5, 10.3, 11.1, 11.3, 12.2.5 Damage to the Work 3.14.2. 9.9.1, 10.2.1.2, 10.2.5, 10.3, 11.3 Damages, Claims for . . 3.18, 4.3.9. 6.1.1, 6,2.5, 8.3.2, 9.5.1.2, 10.1.4 Damages for Delay 6.1.1, 8.3.3, 9.5.1.6, 9.7 Date of Commencement of the Work, Definition of 8.1.2 Date of Substantial Completion, Definition of 8.1.3 Day, Definition of 8.1.4 Decisions of the Architect 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.2, 4.3.6, 4.4.1, 4.4.4, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.2, 9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 Decisions to Withhold Certification 9.5, 9.7, 14.1.1.3 Defective or Nonconforming Work. Acceptance, Rejection and Correction of 2.3, 2.4, 3.5.1, 4.2.1, 4.2.6, 4.3.5, 9.5.2. 9.8.2, 9.91, 10.2.5, 12, 13.7.1.3 Defective Work, Definition of 3.5.1 Definitions 1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 4.3.1, 5.1, 6.1.2, 7.2.1, 7.3,1, 7.3.6, 8.1, 9,1, 9.8.1 Delays and Extensions of Time 4.3.1, 4.3.8.1, 4.3.8.2, 6.1.1, 6.2.3. 7.2.1, 7.3.1, 7.3.4, 7.3.5, 7.3.8, -.3.9, 8.1.1, 8.3, 10.3.1, 14.1.1.4 Disputes 4.1.4, 4.3. 4.4. 4.5, 6.2.5, 6.3, 7.3.8, 9.3.1.2 Documents and Samples at the Site 3.11 Drawings, Definition of 1.1.5 Drawings and Specifications, Use and Ownership of 1.1.1,.1.3, 2.25, 3.11, 5.3 Duty to Review Contract Documents and Field Conditions 3.2 Effective Date of Insurance 8.2.2, 11.1.2 Emergencies 4.3,7, 10.3 Employees, Contractor's 3.3.2, 3.4.2, 3.8.1, 3.9, 3.18.1, 3.18.2, 4.2.3, 4.2.6, 81.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Equipment, Labor, Materials and 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.12.3, 3.12.7, 3.12.11, 3.13, 3.15.1, 4.2.7, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 11.3, 12.2.4, 14 Execution and Progress of the Work 1.1.3, 1.2.3, 3.2, 3.4.1. 3.5.1, 4.2.2, 4.2.3, 4.3.4, 4.3.8, 6.2.2, 7.1.3, 7.3.9, 8.2, 8.3, 9.5, 9.9.1, 10.2, 14.2, 14.3 Execution, Correlation and Intent of the Contract Documents Extensions of Time Failure of Payment by Contractor Failure of Payment by Owner 1.2, 3.7.1 4.3.1, 4.3.8, 7.2.1.3, 8.3, 10.3.1 9.5.1.3, 14.2.1.2 4.3.7, 9.7, 14.1.3 Faulty Work (See Defective or Nonconforming Work) Final Completion and Final Payment 4.2.1, 4.2.9, 4.3.2. 4.3.5, 9.10, 11.1.2, 11.1.3, 11.3.5, 12.3.1, 13.7 Financial Arrangements, Owner's Fire and Extended Coverage Insurance GENERAL PROVISIONS Governing Law Guarantees (See Warranty and Warranties) Hazardous Materials Identification of Contract Documents 2.2.1 11.3 1 13.1 10.1, 10.2.4 1.2.1 Identification of Subcontractors and Suppliers 5.2.1 Indemnification 3.17, 3.18, 9.10.2, 10.1.4, 11.3.1.2, 11.3.7 Information and Services Required of the Owner 2.1.2, 2.2, 4.3.4, 6.1.3, 6,1.4, 6.2.6, 9.3.2, 9.6.1, 9.6.4, 9,8.3, 9.9.2, 9.10.3, 10.1.4, 11.2, 11.3, 13.5.1, 13.5.2 njury or Damage to Person or Property 4.3.9 nspections 3.3.3, 3.3.4, 3.7.1, 4.2.2, 4,2.6, 4,2.9, 4,3.6, 9.4.2, 9.8.2, 9.9.2, 9.10.1, 13.5 nstructions to Bidders 1,1.1 nstructions to the Contractor .... 3.8.1, 4.2.8, 5.2.1, 7, 12.1, 13.5.2 nsurance 4.3.9. 6.1.1, 7.3.6.4, 9.3.2, 9.8.2. 9.9.1, 9.10.2, 11 naurance, Boiler and Machinery 11,3.2 nsurance, Contractor's Liability nsurance, Effective Date of nsurance, Loss of Use nsurance, Owner's Liability nsurance, Property nsurance, Stored Materials 11.1 8.2.2, 11.1.2 11.3.3 11.2 10.2.5,11.3 9.3.2, 11.3.1.4 11 INSURANCE AND BONDS Insurance Companies, Consent to Partial Occupancy ..9.9.1, 11.3.11 Insurance Companies, Settlement with 11.3.10 Intent of the Contract Documents 1.2.3, 3.12.4. 4.2.6, 4.2.7, 4.212, 4.2.13, -.4 Interest 13.6 Interpretation 1.2.5, 1.4,1.5, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4 interpretations, Written 4.2.11, 4.2.12, 4.3.- Joinder and Consolidation of Claims Required 4.5.6 Judgment on Final Award 4.5.1, 4.5.4.1, 4.5.7 Labor and Materials, Equipment .... 1,1.3, 1.1.6, 3.4, 3.5.1, 3.8,2. 3.12.2, 3.12.3, 3.12.7, 3.12.11, 3.13. 3.15.1. 4.2.7, 6,2.1, 7.3.6, 9.3.2, 9.3.3, 12.2.4, 14 Labor Disputes 8.3.1 Laws and Regulations 1.3, 3.6, 3.7, 3.13, 4.1.1, 4.5.5, 4.5.7. 9.9.1, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6 Liens 2.1.2, 4.3.2, 4.3.5.1, 8.2.2, 9.3.3, 9.10.2 Limitation on Consolidation or Joinder 4.5.5 Limitations. Statutes of 4.5.4.2, 12.2.6, 13.' Limitations of Authority 3.3.1, 4.1.2, 4.2.1. 4.2.3, 4.2.7, 4.2.10, 5.2.2, 5.2.4, 7.4, 11.3.10 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AUK • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201 -1987 3 Limitations of Liability 2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.11, 3.17, 3.18, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.10.4, 10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.5.2 Limitations of Time, General 2.2.1, 2.2.4, 3.2.1, 3.7.3, 3.8.2, 3.10, 3.12.5, 3.15.1, 4.2.1, 4.2.7, 4.2.11, 4.3.2, 4.3.3, 4.3.4,4.3.6, 4.3.9, 4.5.4.2, 5.2.1, 5.2.3, 6.2.4, 7.3.4, 7.4, 8.2, 9.5, 9.6.2, 9.8, 9.9, 9.10, 11.1.3, 11.3.1, 11.3.2, 11.3.5. 11.3.6, 12.2.1, 12.2.2, 13.5, 13.7 Limitations of Time, Specific 2.1.2, 2.2.1, 2.4, 3.10, 3.11, 3.15.1, 4.2.1, 4.2.11, 4.3, 4.4, 4.5, 5.3, 5.4, 7.3.5, 7.3.9, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.6.1, 9.7, 9.8.2, 9.10.2, 11.1.3, 11.3.6, 11.3.10, 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13.7, 14 Lou of Use Insurance 11.3.3 Material Suppliers 1.3.1, 3,12,1, 4.2.4, 4.2.6, 5.2.1, 9.3.1, 9.3.1.2, 9.3.3, 9.4.2, 9.6.5, 9.10.4 Materials, Hazardous 10.1, 10.2.4 Materials. Labor, Equipment and 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.12.2, 3.12.3, 3.12.7, 3.12.11, 3.13, 3.15.1, 4.2.7, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 12.2.4, 14 Means, Methods, Techniques, Sequences and Procedures of Construction 3.3.1, 4.2.3, 4.2.7, 9.4.2 Minor Changes In the Work 1.1.1, 4.2.8, 4.3.7, 7.1, 7.4 MISCELLANEOUS PROVISIONS 13 Modifications, Definition of 1.1.1 Modifications to the Contract 1.1,1, 1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7 Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 12.3 Nonconforming Work, Rejection and Correction of 2.3.1, 4.3.5, 9.5.2, 9.8.2, 12, 13.7.1.3 Notice 2.3, 2.4, 3.2,1, 3,2.2, 3.7.3, 3.7.4, 3.9, 3.12.8, 3.12.9, 3.17, 4.3, 4.4.4, 4.5, 5.2.1, 5.3, 5.4.1.1, 8.2.2, 9.4.1, 9.5.1, 9.6.1, 9,7, 9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 122.2, 12.2.4, 13.3, 13.5.1, 13.5.2, 14 Notice, Written 2.3, 2.4, 3,9, 3.12.8, 3.12.9, 4.3, 4.4.4, 4.5, 5.2.1, 5.3, 5.41.1, 8.2.2, 9.4.1, 9.5.1, 9.7, 9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4, 13,3, 13.5.2, 14 Notice of Testing and Inspections 13.5.1, 13.5.2 Notice to Proceed 8.2.2 Notices, Permits, Fees and 2.2.3, 3.7, 3.13, 7.3.6.4, 10.2.2 Observations, Architect's On-Site 4.2.2, 4.2.5, 4.3.6, 9.4.2, 9.5.1, 9.10.1, 13.5 Observations, Contractor's 1.2.2, 3.2.2 Occupancy 9.6.6, 9.8.1, 9.9, 11.3.11 On-Site Inspections by the Architect 4.2.2, 4.2.9, 4.3.6, 9.4.2, 9.8.2, 9.9.2, 9.10.1 On-Site Observations by the Architect 4.2.2, 4.2.5, 4.3.6, 9.4.2, 9.5.1, 9.10.1, 13.5 Orders, Written 2.3, 3.9, 4.3.7, 7, 8.22, 11.3.9, 12.1, 12.2, 13.5.2, 14.3.1 OWNER 2 Owner, Definition of 2.1 Owner, Information and Services Required of the 2.1.2. 2.2 , 4.3.4, 6. 9. 10.1.4, 11.2. 11.3, 13.5.1, 14.1.1.5, 14.1.3 Owner's Authority 3.8.1, 4.1.3. 4.2.9. 5.2.1, 5.2.4, 5.4.1, 7.3.1, 8.2.2, 9.3.1, 9.3.2, 11.4.1, 12.2.4, 13.5.2, 14.2, 14.3.1 Owner's Financial Capability 2.2.1, 14.1.1.5 Owner's Liability Insurance 11.2 Owner's Loss of Use Insurance 11.3.3 Owner's Relationship with Subcontractors 1.1.2, 5.2.1, 5.41, 9.6.4 Owner's Right to Carry Out the Work 2.4, 12.2.4, 14,2.2.2 Owner's Right to Clean Up 6.3 Owner's Right to Perform Construction and to Award Separate Contracts 6.1 Owner's Right to Stop the Work 2.3, 4.3.7 Owner's Right to Suspend the Work 14.3 Owner's Right to Terminate the Contract 14.2 Ownership and Use of Architect's Drawings, Specifications and Other Documents 1.1.1, 1.3, 2.2.5, 5.3 Partial Occupancy or Use 9.6.6, 9.9, 11.3.11 Patching, Cutting and 3.14, 6.2,6 Patents, Royalties and 3.17 Payment, Applications for 4.2.5, 9.2, 9.3, 9.4, 9.5.1, 9.8.3, 9.10.1, 9.10.3, 9.10.4, 14,2.4 Payment, Certificates for 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.8.3, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4 Payment, Failure of 4.3.7, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2 Payment, Final 4.2.1, 4.2.9, 4.3.2, 4.3.5, 9.10, 11.1.2, 11.1.3, 11.3.5, 12.3.1 Payment Bond, Performance Bond and 7.3.6,4, 9.10.3, 113.9, 11.4 Payments, Progress 4.3.4, 9.3, 9.6, 9.8.3, 9.10.3, 13.6, 14.2.3 PAYMENTS AND COMPLETION 9, 14 Payments to Subcontractors 5.4,2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 11.3.8, 14.2.1.2 PCB 10.1 Performance Bond and Payment Bond 7.3.6.4, 9.10.3, 113.9, 11.4 Permits, Fees and Notices 2.2.3, 3.7, 3.13, 7.3.6,4, 10,2.2 PERSONS AND PROPERTY, PROTECTION OF 10 Polychlorinated Biphenyl 10.1 Product Data, Definition of 3.12.2 Product Data and Samples, Shop Drawings .... 3.11, 3.12, 4.2.7 Progress and Completion 4.2.2, 4.3.4, 8.2 Progress Payments 4.3.4, 9.3, 9.6, 9.8.3, 9.10.3, 13.6, 14.2.3 Project, Definition of the 1.1.4 Project Manual, Definition of the 1,1.7 Project Manuals 2.2.5 Project Representatives 4.2.10 Property insurance 10.2.5,11.3 PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws 1.3, 3.6, 3.7, 3.13, 4.1.1, 4.5.5, 4.5.7, 10.2.2, 11.1, 11.3, 131, 13.4, 13.5.1, 13.5.2, 13.6, 14 Rejection of Work 3.5.1, 4,2.6, 12.2 Releases of Waivers and Liens 9.10.2 Representations 1.2.2, 3.5,1. 3.12.7, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1 Representatives 2.1.1,3.1.1,3.9, 4.1.1, 4.2.1, 4,2.10, 5.1.1, 5.1.2, 13.2.1 Resolution of Claims and Disputes 4.4, 4,5 Responsibility for Those Performing the Work 3.3.2, 4.2.3, 6.1.3, 6.2, 10 Retainage 9.3.1. 9.6.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 1.2.2, 3.2, 3.7.3, 3.12.7 Review of Contractor's Submittals by Owner and Architect 3.10.1, 3.10.2, 3.11, 3.12, 4.2.7, 4,2.9, 5.2.1, 5.2.3, 9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12.5 Rights and Remedies 1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.6. 4.5, 5.3, 6.1, 6.3, 7.3.1, 8.3.1, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4, 13.4, 14 Royalties and Patents 3.17 4 A201-1987 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA6 • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlitantsod photocopying violates U.S. copyright laws and is subhmt to legal prosecution, a Rules and Notices for Arbitration 4.5.2 Safety of Persons and Property 10.2 Safety Precautions and Programs 4.2.3, 4.2.7, 10.1 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and ... 3.11, 3.12, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 3,10 Separate Contracts and Contractors 1.1.4. 3.14.2, 4.2.4. 4.5.5, 6, 11.3.7, 12.1.2, 12.2.5 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and Samples .... 3.11, 3.12, 4.2,7 Site, Use of 3.13, 6.1.1.6.2.1 Site Inspections ... 1.2.2, 3.3.4.4.2.2.4.2.9, 4.3.6, 9.8.2.9.10.1. 13.5 Site Visits, Architect's 4,2.2, 4.2.5. 4.2.9. 4.3.6, 9.4.2. 9.5.19.8.2, 9.9.2, 9.10.1. 13.5 Special Inspections and Testing 4.2.6. 12.2.1, 13.5 Specifications, Definition of the 1.1.6 Specifications, The 1.1.1,1.1.8, 1.1.7, 1.2.4, 1.3.3.11 Statutes of Limitations 4.5.4.2, 12.2.6. 13.7 Stopping the Work 2.3, 4.3,7, 9.7, 10.1,2, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 11.3.1,4, 12.2.4 Subcontractor, Definition of 5.1.! SUBCONTRACTORS 6 Subcontractors, Work by 1.2.4, 3.3.2, 3.12.1, 4.2.3, 5.3, 5.4 Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6.2, 9.6.3, 9.6.4, 10.2.1, 11.3.7, 11.3.8, 14.1.1, 14.2.1,2, 14,3.2 Submittals 1.3, 3.2.3.3.10, 3.11, 3.12, 4,2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 93.1, 9.8.2, 9.9.1, 9.10.2, 9.10,3, 10.1.2, 11.1.3 Subrogation, Waivers of 6,1.1, 11.3.5,11.3.7 Substantial Completion 4.2.9, 4.3.5.2, 8.1.1, 8.1.3, 8,2.3, 9.8, 9.9.1, 12.2.1, 12.2.2, 13.7 Substantial Completion, Definition of 9.8.1 Substitution of Subcontractors 5.2.3, 5.2.4 Substitution of the Architect 4.1.3 Substitutions of Materials 3.5.1 Sub-subcontractor. Definition of 5,1.2 Subsurface Conditions 4,3.6 Successors and Assigns 13.2 Superintendent 3.9, 10.2.6 Supervision and Construction Procedures 1.2.4, 3.3, 3.4. 4.2.3, 4.3.4. 6.1.3, 6.2.4. -.1.3, 7.3.4, 8.2, 8.3.1, 10, 12, 14 Surety 4.4.1. 4,4.4. 5.4.1.2, 9.10.2, 9. 10.3, 14.2.2 Surety, Consent of 9.9.1, 9.10.2, 9.10.3 Surveys 2.2.2.3.18.3 Suspension by the Owner for Convenlence 14.3 Suspension of the Work 4.3.7, 5.4.2. 14.1.1.4. 14.3 Suspension or Termination of the Contract - +.3.7, 5.4.1.1. 14 Taxes 3.6, 7.3.6.4 Termination by the Contractor 14.1 Termination by the Owner for Cause 5.4.1.1. 14.2 Termination of the Architect 4.1.3 Termination of the Contractor 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and inspections 3.3.3, 4.2.6, 4.2.9, 9.4.2, 12.2.1. 13.5 TIME 8 Time, Delays and Extensions of 4.3.8, 7.2.1. 8.3 Time Limits. Specific 2.1.2, 2.2.1, 2.4, 3.10. 3.11, 3.15.1. 4.2.1, 4.2.11, 4.3, 4.4, 4.5, 5.3, 5.4, 7,3.5, 7.3.9, 8.2 9.2. 9.3.1. 9.3.3, 9.4.1, 9.6.1, 9.7, 9.8.2. 9.10,2, 11.1.3, 11.3.6, 11.3.10. 11.3.11, 12.2.2, 12.2.4, 12.2.6. 13,-. 14 Time Limits on Claims 4.3.2, 4.3.3, 4.3.6. 4.3.9, 4.4.4.5 Title to Work 9.3.2, 9.3.3 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 Unforeseen Conditions 4.3,6.8.3.1. 10.1 Unit Prices 7 1.4, 7.3.3.2 Use of Documents 1.1.1, 1.3, 2.2.5, 3.12.'. 5.3 Use of Site 3.13, 6.1,1, 6,2.1 Values, Schedule of 9.2, 9.3.1 Waiver of Claims: Final Payment 4.3.5, 4.5.1, 9.10.3 Waiver of Claims by the Architect 13.4.2 Waiver ot'Claims by the Contractor 9.10.4, 11.3.7, 13.4.2 Waiver of Claims by the Owner 4.3.5, 4.5.1, 9.9.3. 9.10.3, 11.3.3, 11.3.5. 11.3.7, 13.4.2 Waiver of Liens 9.10.2 Waivers of Subrogation 6.1.1, 11.3.5, 11.3. - Warranty and Warranties 3.5, 4.2.9. 4.3.5.3, 9,3.3, 9.8.2. 9.9.1. 12.2.2, 13,7.1.3 Weather Delays 4.3.8.2 When Arbitration May Be Demanded 4,5.4 Work, Definition of 1.1.3 Written Consent 1 . 3 . 1 , 3 . 1 2 . 8 , 3 . 1 4 . 2 , 4 , 1 . 2 . 4 . 3 . 4 . 4.5.5. 9.3.2. 9.8.2, 99.1, 9.10.2. 9,10.3, 10.1.2, 10.1.3. 113.1, 11.3.1.4. 11.3.11. 13.2, 13.4,2 Written Interpretations 4.2.11, 4.2.12, 4.3.- Written Notice 2.3, 2.4, 3.9, 3.12,8. 3.12.9, 4.3.4.4.4, 4.5, 5.2.1. 5.3, 5.4.11, 8.2,2, 9.4,1, 9.5.1. 9.7, 9.10, 10.1.2. 10.2.6. 11.1.3. 11.3, 12.2.2, 12.2.4, 13.3, 13.5,2. 14 Written Orders 2.3.3.9, 4.3. ". 7, 8.2.2, 11.3.9, 12.1. 12.2. 13.5.2. 14.3.1 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA• • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright lows and Is sub ect to legal prosecution. A201.1987 5 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, addenda issued prior to execution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract, A Modifi- cation is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include other documents such as bidding requirements (advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractor's bid or portions of addenda relating to bidding requirements). 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Con- tract may be amended or modified only by a Modification, The Contract Documents shall not be construed to create a contrac- tual relationship of any kind (1) between the Architect and Con- tractor, (2) between the Owner and a Subcontractor or Sub - subcontractor or (3) between any persons or entities other than the Owner and Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. 1.1.3 THE WORK The term "Work" means the construction and services required by the Contract Documents. whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 1.1.4 THE PROJECT The Project is the total construction of which the Work per- formed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate contractors. 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Con- tract Documents. wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans. elevations. sections. details, sched- ules and diagrams. 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equip- ment, construction systems, standards and workmanship for the Work, and performance of related services. 1.1.7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the Work which may include the bidding requirements, sample forms, Conditions of the Contract and Specifications. 1.2 EXECUTION, CORRELATION AND INTENT 1.2.1 The Contract Documents shall be signed by the Owner and Contractor as provided in the Agreement. If either the Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify such unsigned Docu- ments upon request. 1.2.2 Execution of the Contract by the Contractor is a repre- sentation that the Contractor has visited the site, become famil- iar with local conditions under which the Work is to be per- formed and correlated personal observations with require- ments of the Contract Documents. 1.2.3 The intent of the Contract Documents is to Include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are comple- mentary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Docu- ments and reasonably inferable from them as being necessary to produce the intended results. 1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.2.5 Unless otherwise stated in the Contract Documents, words which have well -known technical or construction indus- try meanings are used in the Contract Documents in accord- ance with such recognized meanings. 1.3 OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS 1.3.1 The Drawings, Specifications and other documents prepared by the Architect are instruments of the Architect's service through which the Work to be executed by the Con- tractor is described. The Contractor may retain one contract record set. Neither the Contractor nor any Subcontractor, Sub - subcontractor or material or equipment supplier shall own or claim a copyright In the Drawings, Specifications and other documents prepared by the Architect, and unless otherwise indicated the Architect shall be deemed the author of them and will retain all common law, statutory and other reserved rights, in addition to the copyright. All copies of them, except the Contractor's record set, shall be returned or suitably accounted for to the Architect, on request, upon completion of the Work. The Drawings, Specifications and other documents prepared by the Architect, and copies thereof furnished to the Contrac- tor, are for use solely with respect to this Project. They are not to he used by the Contractor or any Subcontractor. Sub - subcontractor or material or equipment supplier on other proj- ects or for additions to this Project outside the scope of the AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 6 A201.1987 AIA • 198' THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W.. WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. 1 1 ot 1 Work without the specific written consent of the Owner and Architect. The Contractor, Subcontractors, Sub - subcontractors and material or equipment suppliers are granted a limited license to use and reproduce applicable portions of the Draw- ings, Specifications and other documents prepared by the Architect appropriate to and for use in the execution of their Work under the Contract Documents. All copies made under this license shall bear the statutory copyright notice, if any, shown on the Drawings, Specifications and other documents prepared by the Architect. Submittal or distribution to meet official regulatory requirements or for other purposes in con- nection with this Project is not to be construed as publication in derogation of the Architect's copyright or other reserved rights. 1.4 CAPITALIZATION 1.4.1 Terms capitalized in these General Conditions include those which are (1) specifically defined, (2) the titles of num- bered articles and identified references to Paragraphs, Subpara- graphs and Clauses in the document or (3) the titles of other docutents published by the American Institute of Architects. 1.5 INTERPRETATION 1.5.1 In the interest of brevity the Contract Documents fre- quently omit modifying words such as "all" and "any" and arti- cles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement, ARTICLE 2 OWNER 2.1 DEFINITION 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Owner" means the Owner or the Owner's authorized representative, 2.1.2 The Owner upon reasonable written request shall furnish to the Contractor in writing information which is necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein at the time of execution of the Agreement and, within five days after any change, information of such change in title, recorded or unrecorded. 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.2.1 The Owner shall, at the request of the Contractor, prior to execution of the Agreement and promptly from time to time thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. (,Vote: Unless such reasonable evidence u.'ere furnished on request prior to the execution 0j the Agreement, the prospective contractor would not he required 10 execute the Agreement or to commence the Work./ 2.2.2 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. 2.2.3 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents, the Owner shall secure and pay for necessary approvals, easements, assess- ments and charges required for construction, use or occupancy - of permanent structures or for permanent changes in existing facilities. 2.2.4 Information or services under the Owner's control shall he furnished by the Owner with reasonable promptness to avoid delay in orderly progress of the Work. 2.2.5 Unless otherwise provided in the Contract Documents. the Contractor will he furnished, free of charge, such copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work. 2.2.6 The foregoing are in addition to other duties and respon- sibilities of the Owner enumerated herein and especially those in respect to Article 6 (Construction by Owner or by Separate Contractors), Article 9 (Payments and Completion) and Article 11 (Insurance and Bonds). 2.3 OWNER'S RIGHT TO STOP THE WORK 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents as required by Paragraph 12.2 or persistently falls to carry out Work in accordance with the Contract Documents, the Owner, by written order signed personally or by an agent specifically so empowered by the Owner in writing, may order the Contrac- tor to stop the Work, or any portion thereof, until the cause for such order has been eliminated: however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Con- tractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven -day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may after such seven -day period give the Contractor a second written notice to correct such deficiencies within a second seven -day period. If the Contractor within such second seven - day period after receipt of such second notice fails to corn - mence and continue to correct any deficiencies. the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be Issued deducting from payments then or thereafter due the Contractor the cost of correcting such defi- ciencies, including compensation for the Architect's additional services and expenses made necessary by such default, neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Archi- tect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR 3.1 DEFINITION 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Contractor" means the Contractor or the Contractor's authorized representative. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIM) • CJ 1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201.1987 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 3.2.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner pursuant to Subparagraph 2.2.2 and shall at once report to the Architect errors, inconsistencies or omissions discovered. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsis- tencies or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency or omission and knowingly failed to report it to the Architect. If the Con- tractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contrac- tor shall assume appropriate responsibility for such perfor- mance and shall bear an appropriate amount of the attributable costs for correction. 3.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field mea- surements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to the Architect at once. 3.2.3 The Contractor shall perform the Work in accordance with the Contract Documents and submittals approved pur- suant to Paragraph 3.12. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construc- tion means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Con- tract, unless Contract Documents give other specific instruc- tions concerning these matters. 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor. 3.3.3 The Contractor shall not be relieved of obligations to per- form the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. 3.3.4 The Contractor shall be responsible for inspection of por- tions of Work already performed under this Contract to deter- mine that such portions are in proper condition to receive sub- sequent Work. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract Documents. the Contractor shall provide and pay for labor. materials, equip- ment. tools, construction equipment and machinery, water. heat. utilities. transportation, and other facilities and services necessary for proper execution and completion of the Work. whether temporary or permanent and whether or not incorpo- rated or to he incorporated in the Work. 3.4.2 The Contractor shall enforce strict discipline and good order :unong the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 3.5 WARRANTY 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permit- ted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents, Work not conforming to these require- ments, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 3.6 TAXES 3.6.1 The Contractor shall pay sales. consumer, use and similar taxes for the Work or portions thereof provided by the Con- tractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. 3.7 PERMITS, FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees. licenses and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when bids are received or nego- tiations concluded. 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules. regulations and lawful orders of public authorities bearing on performance of the Work.. 3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regula- tions. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 3.7.4 If the Contractor performs Work knowing it to be con- trary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. 3.8 ALLOWANCES 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents, Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct. but the Contractor shall not he required to employ persons or entities against which the Contractor makes reasonable objection. 3.8.2 Unless otherwise provided in the Contract Documents: .1 materials and equipment under an allowance shall be selected promptly by the Owner to avoid delay in the Work; .2 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, Tess applicable trade discounts: AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 8 A201.1987 AIAI • C. 198" THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE. N.W.. WASHINGTON. D.C. 2OKKKl WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. 1 .3 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum and not in the allowances: .4 whenever costs are more than or less than allowances. the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Clause 3.8.2.2 and (2) changes in Contractor's costs under Clause 3.8.2.3. 3.9 SUPERINTENDENT 3.9.1 The Contractor shall employ a competent superinten- dent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superinten- dent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Con- tractor. Important communications shall be confirmed in writ- ing. Other communications shall be similarly confirmed on written request in each case. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.10.1 The Contractor, promptly after being awarded the Con- tract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Con- tract Documents, and shall provide for expeditious and practi- cable execution of the Work. 3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of submittals which is coordi- nated with the Contractor's construction schedule and allows the Architect reasonable time to review submittals. 3.10.3 The Contractor shall conform to the most recent schedules. 3.11 DOCUMENTS AND SAMPLES AT THE SITE 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, addenda, Change Orders and other Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Prod- uct Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Archi- tect for submittal to the Owner upon completion of the Work. 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor. Sub - subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 3.12.2 Product Data are illustrations, standard schedules, per- formance charts. Instructions, brochures, diagrams and other Information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 3.12.4 Shop Drawings, Product Data, Samples and similar sub- mittals are not Contract Documents. The purpose of their sub- mittal is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review by the Architect is subject to the limitations of Subparagraph 4.2.7. 3.12.5 The Contractor shall review, approve and submit to the Architect Shop Drawings, Product Data. Samples and similar submittals required by the Contract Documents with reason- able promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate con- tractors. Submittals made by the Contractor which are not required by the Contract Documents may be returned without action. 3.12.6 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submit- tal has been approved by the Architect. Such Work shall be in accordance with approved submittals. 3.12.7 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials. field measurements and ticld construction criteria related thereto, or will do so, and has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents, 3.12.8 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and the Architect has given written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Draw- ings, Product Data, Samples or similar submittals by the Archi- tect's approval thereof. 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. 3.12.10 Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. 3.12.11 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Architect shall be entitled to rely upon the accuracy and completeness of such calculations and certifi- cations. 3.13 USE OF SITE 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3.14 CUTTING AND PATCHING 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or separate contractors by cutting, patching or other- wise altering such construction, or by excavation. The Contrac- tor shall not cut or otherwise alter such construction by the AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION MA. • © 1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.B. copyright laws and Is sub)ect to legal prosecution. A201 -1987 9 Owner or a separate contractor except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. The Contractor shall not unrea- sonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. 3.15 CLEANING UP 3.15.1 The Contractor shall keep the premises and surround- ing area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. 3.15.2 If the Contractor falls to clean up as provided in the Contract Documents, the Owner may do so and the cost thereof shall be charged to the Contractor. 3.16 ACCESS TO WORK 3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. 3.17 ROYALTIES AND PATENTS 3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or prod- uct of a particular manufacturer or manufacturers is required by the Contract Documents. However, if the Contractor has rea- son to believe that the required design, process or product is an infringement of a patent, the Contractor shall be responsible for such Toss unless such information is promptly furnished to the Architect, 3.18 INDEMNIFICATION 3.18,1 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Architect, Archi- tect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, includ- ing but not limited to attorneys' fees. arising out of or resulting from performance of the Work, provided that such claim, dam- age, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible prop- erty (other than the Work itself) including Toss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may he liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Paragraph 3.18. 3.18,2 In claims against any person or entity indemnified under this Paragraph 3.18 by an employee of the Contractor. a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnifica- tion obligation under this Paragraph 3.18 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 3.18.3 The obligations of the Contractor under this Paragraph 3.18 shall not extend to the liability of the Architect, the Archi• tect's consultants, and agents and employees of any of them arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifica- tions, or (2) the giving of or the failure to give directions or instructions by the Architect, the Architect's consultants, and agents and employees of any of them provided such giving or failure to give is the primary cause of the injury or damage. ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT 4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture iden- tified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Architect" means the Architect or the Architect's authorized representative. 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be unrea- sonably withheld. 4.1.3 In case of termination of employment of the Architect, the Owner shall appoint an architect against whom the Con- tractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former architect. 4.1.4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 shall be subject to arbitration. 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents, and will be the Owner's representative (1) during construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to time during the correction period described in Para- graph 12.2. The Architect will advise and consult with the Owner. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written instrument in accordance with other provisions of the Contract. 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the completed Work and to determine in general if the Work is being performed in a manner indicat- ing that the Work, when completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on -site inspections to check quality or quantity of the Work. On the basis of on- site observations as an architect, the Architect will keep the Owner informed of progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. 4.2.3 The Architect will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility as provided in Paragraph 3.3. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Con- 10 A201 -1987 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA+ • �1198' TIIE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S, copyright taws and is sut$.ct to twat prosecution. I tractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the Work. 4.2.4 Communications Facilitating Contract Administra- tion. Except as otherwise provided in the Contract Documents or when direct communications have been specially autho- rized, the Owner and Contractor shall endeavor to communi- cate through the Architect. Communications by and with the Architect's consultants shall be through the Architect. Commu- nications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. 4.2.5 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable for implementa- tion of the intent of the Contract Documents, the Architect will have authority to require additional inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Archi- tect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons perform- ing portions of the Work. 4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Docu- ments, The Architect's action will be taken with such reason- able promptness as to cause no delay in the Work or in the activities of the Owner, Contractor or separate contractors, while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submit- tals shall not relieve the Contractor of the obligations under Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 4.2.8 The Architect will prepare Change Orders and Construc- tion Change Directives, and may authorize minor changes in the Work as provided in Paragraph 7.4. 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion, will receive and forward to the Owner for the Owner's review and records written warranties and related documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. 4.2.10 If the Owner and Architect agree, the Architect will pro- vide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorpo- rated in the Contract Documents. 4.2.11 The Architect will interpret and decide matters concern- ing performance under and requirements of the Contract Documents on written request of either the Owner or Contrac- tor. The Architect's response to such requests will be made with reasonable promptness and within any time limits agreed upon. If no agreement is made concerning the time within which interpretations required of the Architect shall be fur- nished in compliance with this Paragraph 4.2, then delay shall not be recognized on account of failure by the Architect to fur- nish such interpretations until 15 days after written request is made for them. 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 4.3 CLAIMS AND DISPUTES 4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpre- tation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in ques- tion between the Owner and Contractor arising out of or relat- ing to the Contract. Claims must be made by written notice. The responsibility to substantiate Claims shall rest with the party making the Claim. 4.3.2 Decision of Architect. Claims, including those alleging an error or omission by the Architect, shall be referred initially to the Architect for action as provided in Paragraph 4.4. A deci- sion by the Architect, as provided in Subparagraph 4.4. -1. shall be required as a condition precedent to arbitration or litigation of a Claim between the Contractor and Owner as to all such matters arising prior to the date final payment is due, regardless of (I) whether such matters relate to execution and progress of the Work or (2) the extent to which the Work has been com- pleted. The decision by the Architect in response to a Claim shall not be a condition precedent to arbitration or litigation in the event (1) the position of Architect is vacant, (2) the Architect has not received evidence or has failed to render a decision within agreed time limits, (3) the Architect has failed to take action required under Subparagraph 4.4.4 within 30 days after the Claim is made, (4) 45 days have passed after the Claim has been referred to the Architect or (5) the Claim relates to a mechanic's lien. 4.3.3 Time Limits on Claims. Claims by either party must be made within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. Claims must be made by written notice. An additional Claim made after the initial Claim has been implemented by Change Order will not be considered unless submitted in a timely manner. AM DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION MA• • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W.. WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and I• subject to Segel prosecution. A201 -1987 11 4.3.4 Continuing Contract Performance. Pending final reso- lution of a Claim including arbitration, unless otherwise agreed in writing the Contractor shall proceed diligently with perfor- mance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. 4.3.5 Waiver of Claims: Final Payment. The making of final payment shall constitute a waiver of Claims by the Owner except those arising from: .1 (lens, Claims, security interests or encumbrances aris- ing out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. 4.3.6 Claims for Concealed or Unknown Conditions. If con- ditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ materi- ally from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, which dif- fer materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first observance of the conditions. The Archi- tect will promptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall so notify the Owner and Contractor in writing, stating the reasons. Claims by either party in opposition to such determination must he made within 21 days after the Architect has given notice of the decision. If the Owner and Contractor cannot agree on an adjustment in the Contract Sum or Contract Time, the adjustment shall be referred to the Architect for initial deter- mination, subject to further proceedings pursuant to Paragraph 4.4. 4.3.7 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Para- graph 10.3. If the Contractor believes additional cost is Involved for reasons including but not limited to (1) a written interpretation from the Architect, (2) an order by the Owner to stop the Work where the Contractor was not at fault, (3) a writ- ten order for a minor change in the Work issued by the Archi- tect, (4) failure of payment by the Owner, (5) termination of the Contract by the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed in accordance with the procedure established herein. 4.3.8 Claims for Additional Time 4.3.8.1 If the Contractor wishes to make Claim for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary, 4.3.8.2 If adverse weather conditions are the basis for a Claim for additional tine. such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. 4.3.9 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, of any of the other party's employees or agents, or of others for whose acts such party is legally liable, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after first observance. The notice shall provide sufficient detail to enable the other party to investigate the matter. If a Claim for addi- tional cost or time related to this Claim is to be asserted, it shall be filed as provided in Subparagraphs 4.3.7 or 4.3.8. 4.4 RESOLUTION OF CLAIMS AND DISPUTES 4.4.1 The Architect will review Claims and take one or more of the following preliminary actions within ten days of receipt of a Claim: (1) request additional supporting data from the claimant, (2) submit a schedule to the parties indicating when the Archi- tect expects to take action, (3) reject the Claim in whole or in part. stating reasons for rejection, (4) recommend approval of the Claim by the other party or (5) suggest a compromise. The Architect may also, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim, 4.4.2 If a Claim has been resolved, the Architect will prepare or obtain appropriate documentation. 4.4.3 If a Claim has not been resolved, the party making the Claim shall, within ten clays after the Architect's preliminary response, take one or more of the following actions: (1) submit additional supporting data requested by the Architect, (2) modify the Initial Claim or (3) notify the Architect that the initial Claim stands. 4.4.4 If a Claim has not been resolved after consideration of the foregoing and of further evidence presented by the parties or requested by the Architect, the Architect will notify the parties in writing that the Architect's decision will be made within seven days, which decision shall be final and binding on the parties but subject to arbitration, Upon expiration of such time period, the Architect will render to the parties the Architect's written decision relative to the Claim, including any change in the Contract Sum or Contract Time or both. If there is a surety and there appears to be a possibility of a Contractor's default, the Architect may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy. 4.5 ARBITRATION 4.5.1 Controversies and Claims Subject to Arbitration. Any controversy or Clain arising out of or related to the Contract, or the breach thereof, shall be settled by arbitration in accor- dance with the Construction Industry Arbitration Rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator or arbitrators may be entered in any court having jurisdiction thereof, except controversies or Claims relating to aesthetic effect and except those waived as provided for in Subparagraph 4.3.5. Such controversies or Claims upon which the Architect has given notice and rendered a decision as provided in Subparagraph 4.4.4 shall be subject to arbitration upon written demand of either party. Arbitration may be commenced when 45 days have passed after a Claim has been referred to the Architect as provided in Paragraph 4.3 and no decision has been rendered. 12 A201-1987 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION MA'' • (s.) 198" TIIE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W., WASHINGTON, D.C. 20O06 WARNING: Unlicensed photocopying violates U.S, copyright laws and is subject to legal prosecution. 4.5.2 Rules and Notices for Arbitration. Claims between the Owner and Contractor not resolved under Paragraph 4.4 shall, if subject to arbitration under Subparagraph 4.5.1, be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association cur- rently in effect, unless the parties mutually agree otherwise. Notice of demand for arbitration shall be filed in writing with the other party to the Agreement between the Owner and Con- tractor and with the American Arbitration Association, and a copy shall be filed with the Architect. 4.5.3 Contract Performance During Arbitration. During arbi- tration proceedings, the Owner and Contractor shall comply with Subparagraph 4.3.4. 4.5.4 When Arbitration May Be Demanded. Demand for arbi- tration of any Claim may not be made until the earlier of (1) the date on which the Architect has rendered a final written deci- sion on the Claim, (2) the tenth day after the parties have pre- sented evidence to the Architect or have been given reasonable opportunity to do so, if the Architect has not rendered a final written decision by that date, or (3) any of the five events described in Subparagraph 4.3.2. 4.5.4.1 When a written decision of the Architect states that (1) the decision is final but subject to arbitration and (2) a demand for arbitration of a Claim covered by such decision must be made within 30 days after the date on which the party making the demand receives the final written decision, then failure to demand arbitration within said 30 days' period shall result in the Architect's decision becoming final and binding upon the Owner and Contractor. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence, but shall not supersede arbitration pro- ceedings unless the decision is acceptable to all parties concerned. 4.5.4.2 A demand for arbitration shall be made within the time limits specified in Subparagraphs 4.5.1 and 4.5.4 and Clause 4.5.4.1 as applicable, and in other cases within a reasonable time after the Claim has arisen, and in no event shall it be made after the date when institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute of limitations as determined pursuant to Paragraph 13. -. 4.5.5 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract Documents shall include, by consolidation or joinder or in any other manner, the Architect, the Architect's employees or consultants, except by written consent containing specific reference to the Agree- ment and signed by the Architect, Owner, Contractor and any other person or entity sought to be joined. No arbitration shall include, by consolidation or joinder or in any other manner, parties other than the Owner, Contractor, a separate contrac- tor as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in arbitration. No person or entity other than the Owner, Contractor or a separate contractor as described in Article 6 shall be included as an orig- inal third party or additional third party to an arbitration whose interest or responsibility is insubstantial. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a dispute not described therein or with a person or entity not named or described therein. The fore- going agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically enforceable under appli- cable law in any court having jurisdiction thereof. 4.5.6 Claims and Timely Assertion of Claims. A party who files a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitra- tion is permitted to be demanded. When a party falls to include a Claim through oversight, inadvertence or excusable neglect. or when a Claim has matured or been acquired subsequently. the arbitrator or arbitrators may permit amendment. 4.5.7 Judgment on Final Award. The award rendered by the arbitrator or arbitrators shall be final. and judgment may De entered upon it in accordance with applicable law In any court having jurisdiction thereof. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcon- tractor, The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. 5.1.2 A Sub - subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub- subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub - subcontractor or an authorized representative of the Sub - subcontractor. 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as prac- ticable after award of the Contract. shall furnish in writing to the Owner through the Architect the names of persons or enti- ties (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal por- tion of the Work, The Architect will promptly reply to the Con- tractor in writing stating whether or not the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no reason- able objection. 5.2.2 The Contractor shall not contract with a proposed per- son or entity to whom the Owner or Architect has made rea- sonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. The Contract Sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued. However, no increase in the Contract Sum shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such change. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA' • © 1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1"35 NEW YORK AVENUE, N.W., WASHINGTON, D.C, 20006 WARNING: Unlicensed photocopying violates U.S. copyright taws and Is sub)sct to legal prosecution. A201 -1987 13 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Docu- ments. and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Docu- ments, assumes toward the Owner and Architect. Each subcon- tract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-sub- contractors. The Contractor shall make available to each pro- posed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and condi- tions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors. 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Para- graph 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcon- tractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. 5.4.2 If the Work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other por- tions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner. the Contractor shall make such Claim as provided else- where in the Contract Documents. 6.1.2 When separate contracts are awarded for different por- tions of the Project or other construction or operations on the site. the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner - Contractor Agreement. 6.1.3 The Owner shall provide for coordination of the activi- ties of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with other separate con- tractors and the Owner in reviewing their construction sched- ules when directed to do so. The Contractor shall make any revisions to the construction schedule and Contract Sum deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Owner until subsequently revised. 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs construction or operations related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights which apply to the Contractor under the Condi- tions of the Contract, including, without excluding others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner and separate con- tractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activi- ties and shall connect and coordinate the Contractor's con- struction and operations with theirs as required by the Contract Documents. 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or sepa- rate contractors' completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. 6.2.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsi- ble therefor. 6,2.4 The Contractor shall promptly remedy damage wrong- fully caused by the Contractor to completed or partially com- pleted construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. 6.2.5 Claims and other disputes and matters In question between the Contractor and a separate contractor shall be sub- ject to the provisions of Paragraph 4.3 provided the separate contractor has reciprocal obligations. 6.2.6 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Paragraph 3.14. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 If a dispute arises among the Contractor, separate con- tractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surround- ing area free from waste materials and rubbish as described in Paragraph 3A5. the Owner may clean up and allocate the cost among those responsible as the Architect determines to be just. 14 A201 -1987 AIA DOCUMENT A201 • GENERAL CONDITIONS OF TtIE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA • © 1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE. N.W.. WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. 1 1 1 l 1 ARTICLE 7 CHANGES IN THE WORK 7.1 CHANGES 7.1.1 Changes in the Work may be accomplished after execu- tion of the Contract. and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor; an order for a minor change In the Work may be issued by the Architect alone, 7.1.3 Changes in the Work shall be performed under appli- cable provisions of the Contract Documents, and the Contrac- tor shall proceed promptly, unless otherwise provided in the Change Order. Construction Change Directive or order for a minor change in the Work. 7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally con- templated are so changed in a proposed Change Order or Con- struction Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall he equitably adjusted. 7.2 CHANGE ORDERS 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner. Contractor and Architect, stating their agreement upon all of the following: .1 a change in the Work; .2 the amount of the adjustment in the Contract Sum, if any; and .3 the extent of the adjustment in the Contract Time, if any. 7.2.2 Methods used in determining adjustments to the Contract Sum may include those listed in Subparagraph 7.3.3. 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.1 A Construction Change Directive is a written order pre- pared by the Architect and signed by the Owner and Architect, directing a change in the Work and stating a proposed basis for adjustrnent, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract. order changes in the Work within the general scope of the Contract consisting of addi- tions, deletions or other revisions, the Contract Sum and Con- tract Time being adjusted accordingly. 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to per- mit evaluation; .2 unit prices stated in the Contract Documents or sub- sequently agreed upon: .3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percent- age tee: or .4 as provided in Subparagraph 7.3.6. 7.3.4 Upon receipt of a Construction Change Directive. the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method. if any. provided in the Construction Change Directive for determining the pro- posed adjustment in the Contract Sum or Contract Time. 7.3.5 A Construction Change Directive signed by the Contrac- tor indicates the agreement of the Contractor therewith. includ- ing adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effec- tive immediately and shall be recorded as a Change Order. 7.3.6 If the Contractor dots not respond promptly or disagrees with the method for adjustment in the Contract Sum. the method and the adjustment shall be determined by the Archi- tect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, includ- ing. in case of an increase in the Contract Sum, a reasonable :allowance for overhead and profit. In such case, and also under Clause 7.3.3.3, the Contractor shall keep and present. in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following: .1 costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' or workmen's compensation insurance; .2 costs of materials, supplies and equipment, includ- ing cost of transportation, whether incorporated or consumed; .3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others: .4 costs of premiums for all ponds and insurance. permit fees. and sales, use or similar taxes related to the Work: and .5 additional costs of supervision and field office person- nel directly attributable to the change. 7.3.7 Pending final determination of cost to the Owner, amounts not in dispute may be included in Applications for Payment. The amount of credit to be allowed by the Contrac- tor to the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as con- firmed by the Architect, When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. 7.3.8 If the Owner and Contractor do not agree with the adjustment in Contract Time or the method for determining it. the adjustment or the method shall be referred to the Architect for determination. 7.3.9 When the Owner and Contractor agree with the deter- mination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agree- ment upon the adjustments, such agreement shall be effective immediately and shall be recorded by preparation and execu- tion of an appropriate Change Order. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA. • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright iswe and Is subject to legal prosecution. A201 -1987 15 7.4 MINOR CHANGES IN THE WORK 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment In the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders promptly. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Con- tract Documents for Substantial Completion of the Work. 8.1.2 The date of commencement of the Work is the date established in the Agreement. The date shall not be postponed by the failure to act of the Contractor or of persons or entities for whom the Contractor is responsible. 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Paragraph 9.8. 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 8.2 PROGRESS AND COMPLETION 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Con- tractor confirms that the Contract Time is a reasonable period for performing the Work. 8.2.2 The Contractor shall not knowingly, except by agree- ment or instruction of the Owner in writing, prematurely com- mence operations on the site or elsewhere prior to the effective date of insurance required by Article 1 1 to be furnished by the Contractor. The date of commencement of the Work shall not he changed by the effective date of such insurance. Unless the date of commencement is established by a notice to proceed given by the Owner, the Contractor shall notify the Owner in writing not less than five days or other agreed period before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 8.2.3 The Contractor shall proceed expeditiously with ade- quate forces and shall achieve Substantial Completion within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either. or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. 8.3.2 Claims relating to time shall he made in accordance with applicable provisions of Paragraph 4.3. 8.3.3 This Paragraph 8.3 does not preclude recovery of dam- ages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Agreement and. includ- ing authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a schedule of values allocated to various portions of the Work, prepared in such form and sup- ported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applica- tions for Payment. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage if provided for elsewhere in the Contract Documents. 9.3.1.1 Such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives but not yet included in Change Orders. 9.3.1.2 Such applications may not include requests for pay- ment of amounts the Contractor does not intend to pay to a Subcontractor or material supplier because of a dispute or other reason. 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incor- poration In the Work. If approved in advance by the Owner, payment may similarly he made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest, and shall include applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work, 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment. either issue to the 16 A201.1987 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • rOL'RTEENTH EDITION AIA • U 1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE. N.W.. WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. Owner a Certificate for Payment. with a copy to the Contrac- tor, for such amount as the Architect determines is properly due. or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's observations at the site and the data comprising the Application for Payment, that the Work has progressed to the point indicated and that, to the best of the Architect's knowl- edge, information and belief, quality of the Work is in accor- dance with the Contract Documents. The foregoing representa- tions are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Pay- ment will not be a representation that the Architect has (1) made exhaustive or continuous on -site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment or (4) made examination to ascertain how or for what purpose the Contrac- tor has used money previously paid on account of the Contract Sum. 9.5 DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 The Architect may decide not to certify payment and may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Subparagraph 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Subparagraph 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Archi- tect may also decide not to certify payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss because of: .1 defective Work not remedied; .2 third party claims flied or reasonable evidence indicat- ing probable filing of such claims; .3 failure of the Contractor to make payments prop- erly to Subcontractors or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be com- pleted for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor; .6 reasonable evidence that the Work will not be com- pleted within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 persistent failure to carry out the Work in accordance with the Contract Documents, 9.5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. 9.6 PROGRESS PAYMENTS 9.6.1 After the Architect has issued a Certificate for Payment. the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify the Architect. 9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's por- tion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor. require each Subcontractor to make payments to Sub - subcontractors in similar manner. 9.6.3 The Architect will, on request, furnish to a Subcontrac- tor, if practicable, information regarding percentages of com- pletion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of por- tions of the Work done by such Subcontractor. 9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor except as may otherwise be required by law. 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Subparagraphs 9,6.2, 9.6.3 and 9,6.4. 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. 9.7 FAILURE OF PAYMENT 9.7.1 if the Architect does not issue a Certiflcate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount cer- tified by the Architect or awarded by arbitration, then the Con- tractor may, upon seven additional days' written notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut -down, delay and start -up, which shall be accomplished as provided In Article 7. 9.8 SUBSTANTIAL COMPLETION 9.8.1 Substantial Completion is the stagc in the progress of the Work when the Work or designated portion thereof is suffi- ciently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 9,8.2 When the Contractor considers that the Work, or a por- tion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of Items to be completed or corrected. The Contractor shall proceed promptly to com- plete and correct items on the list. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Docu- ments. Upon receipt of the Contractor's list, the Architect will make an inspection to determine whether the Work or desig- AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA• • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is •ublect to legal prosecution. A201-1987 17 f I nated portion thereof is substantially complete. If the Architect's inspection discloses any item, whether or not included on the Contractor's list, which is not in accordance with the requirements of the Contract Documents, the Contrac- tor shall, before issuance of the Certificate of Substantial Com- pletion, complete or correct such item upon notification by the Architect. The Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Sub- stantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Con- tract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Comple- tion. The Certificate of Substantial Completion shall be sub- mitted to the Owner and Contractor for their written accep- tance of responsibilities assigned to them in such Certificate, 9.8.3 Upon Substantial Completion of the Work or designated portion thereof and upon application by the Contractor and certification by the Architect, the Owner shall make payment, reelecting adjustment in retainage, if any, for such Work or por- tion thereof as provided in the Contract Documents. 9.9 PARTIAL OCCUPANCY OR USE 9.9.1 The Owner may occupy or use any completed or par- tially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contrac- tor, provided such occupancy or use is consented to by the insurer as required under Subparagraph 11.3.11 and authorized by public authorities having jurisdiction over the Work. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage if any, secu- rity, maintenance, heat, utilities, damage to the Work and insur- ance. and have agreed in writing concerning the period for cor- rection of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2. Consent of the Contractor to partial occu- pancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agree- ment between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to he occupied or portion of the Work to be used in order to determine and record the condition of the Work. 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute accep- tance of Work not complying with the requirements of the Contract Documents. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment. the Architect will promptly make such inspection and, when the Architect finds the Work accept- able under the Contract Documents and the Contract fully per- formed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's observations and inspections, the Work has been completed in accordance with terms and conditions of the Contract Docu- ments and that the entire balance found to be due the Contrac- tor and noted in sald final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidenc- ing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be cancelled or allowed to expire until at (east 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the Insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcon- tractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. 9.10.3 If, after Substantial Completion of the Work, final com- pletion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully com- pleted or corrected is less than retainage stipulated in the Con- tract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that por- tion of the Work fully completed and accepted shall be submit- ted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of claims. The making of final payment shall constitute a waiver of claims by the Owner as provided in Sub- paragraph 4.3.5. 9.10.4 Acceptance of final payment by the Contractor, a Sub- contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. Such waivers shall be in addition to the waiver described in Subparagraph 4.3.5. 18 A201-1987 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA+ • © 198" THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W.. WASHINGTON. D.C. 200(X) WARNING: Unlicensed photocopying violates U.S. copyright laws and is subiect to legal prosecution. 1 1 1 1 i ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, main- taining and supervising all safety precautions and programs in connection with the performance of the Contract. 10.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition to the Owner and Architect in writing. The Work In the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of asbestos or polychlori- nated biphenyl (PCB), or when it has been rendered harmless, by written agreement of the Owner and Contractor, or in accordance with final determination by the Architect on which arbitration has not been demanded, or by arbitration under Article 4. 10.1.3 The Contractor shall not be required pursuant to Article 7 to perform without consent any Work relating to asbestos or polychlorinated biphenyl (PCB), 10.1.4 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Architect, Archi- tect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses, includ- ing but not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) Including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Owner, anyone directly or indirectly employed by the Owner or anyone for whose acts the Owner may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Subparagraph 10.1.4, 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or Toss to: .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to he incorpo- rated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub- subcontrac- tors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, 'pavements, roadways, structures and utilities not designated for removal, relo- cation or replacement in the course of construction. 10.2.2 The Contractor shall give notices and comply with applicable laws. ordinances, rules, regulations and lawful orders of public authorities hearing on safety of persons or property or their protection from damage, injury or loss. 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract. reason- able safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy damage and Toss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor. a Subcontractor, a Sub - subcontractor. or anyone directly or indirectly employed by any of them. or by anyone liar whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10,2.1.3, except damage or Toss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 3.18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. 10.2.7 The Contractor shall not Toad or permit any part of the construction or site to be loaded so as to endanger its safety. 10.3 EMERGENCIES 10.3.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to pre- vent threatened damage, injury or loss. Additional compensa- tion or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph -i.3 and Article 7. ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable. whether such operations he by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: .1 claims under workers' or workmen's compensation, disability benefit and other similar employee benefit acts which are applicable to the Work to be performed; AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION MA. • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W.. WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright Taws and Is subject to legal prosecution. A201 -1987 19 .2 claims for damages because of bodily injury, occupa- tional sickness or disease, or death of the Contractor's employees; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than the Con- tractor's employees; .4 claims for damages insured by usual personal injury liability coverage which are sustained (I) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by another person; .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible prop- erty, including loss of use resulting therefrom; .6 claims for damages because of bodily injury, death of a person or property damage arising out of owner- ship, maintenance or use of a motor vehicle; and .7 claims involving contractual liability insurance appli- cable to the Contractor's obligations under Paragraph 3.18. 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than limits of liability specified in the Con- tract Documents or required by law, whichever coverage is greater. Coverages. whether written on an occurrence or claims -made basis, shall be maintained without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be main- tained after final payment. 11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These Certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverages afforded under the policies will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. if any of the foregoing insurance coverages are required to remain in force after final payment and are reason- ably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's information and belief. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. Optionally, the Owner may purchase and maintain other insurance for self - protection against claims which may arise from operations under the Contract. The Contractor shall not be responsible for purchasing and maintaining this optional Owner's liability insurance unless specifically required by the Contract Documents. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided. the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance in the amount of the initial Con- tract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without vol- untary deductibles. Such property insurance shall be main- tained. unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made as provided in Paragraph 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this Paragraph 11.3 to be covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub - subcontractors in the Work. 11.3.1.1 Property insurance shall be on an all -risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, false - work. temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's services and expenses required as a result of such insured loss. Coverage for other perils shall not be required unless otherwise provided in the Contract Documents. 11.3.1.2 If the Owner does not intend to purchase such prop- erty insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and Sub - subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contrac- tor is damaged by the failure or neglect of the Owner to pur- chase or maintain insurance as described above, without so notifying the Contractor, then the Owner shall bear all reason- able costs properly attributable thereto. 11.3.1.3 If the property insurance requires minimum deducti- bles and such deductibles are identified in the Contract Docu- ments, the Contractor shall pay costs not covered because of such deductibles. If the Owner or insurer increases the required minimum deductibles above the amounts so identified or if the Owner elects to purchase this insurance with voluntary deduc- tible amounts, the Owner shall be responsible for payment of the additional costs not covered because of such increased or voluntary deductibles. If deductibles are not identified in the Contract Documents, the Owner shall pay costs not covered because of deductibles. 11.3.1.4 Unless otherwise provided in the Contract Docu- ments, this property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. 11.3.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner: this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub - subcontractors in the Work, and the Owner and Contractor shall be named insureds. 11.3.3 Loss of Use Insurance. The Owner, at the Owner's option. may purchase and maintain such Insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other hazards however caused. 11.3.4 If the Contractor requests in writing that insurance for risks other than those described herein or for other special haz- ards be included in the property insurance policy. the Owner shall. if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 20 A201 -1987 AIA, • (E)19H7 THHE AMERICAN INSTITUTE OF ARCHITECTS. MS NEW YORK AVENUE. N.W„ WASHINGTON. D.C. 2Ooo WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. t i :' 11.3.5 If during the Project construction period the Owner insures properties, real or personal or both, adjoining or adja- cent to the site by property insurance under policies separate from those insuring the Project, or if after final payment prop- erty insurance is to be provided on thc completed Project through a policy or policies other than those insuring the Proj- ect during the construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11.3.7 for damages caused by fire or other perils covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. 11.3.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Paragraph 11.3. Each policy shall contain all generally applicable conditions, defini- tions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least 30 days' prior writ- ten notice has been given to the Contractor. 11.3.7 Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcon- tractors, sub•subcontractors, agents and employees, each of the other, and (2) the Architect, Architect's consultants, separate contractors described in Article 6, if any, and any of their sub- contractors, sub•subcontractors, agents and employees, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this Paragraph 11.3 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Architect, Architect's consultants, separate contractors described in Article 6, if any, and the subcontrac- tors, sub - subcontractors, agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enum- erated herein. The policies shall provide such waivers of subro- gation by endorsement or otherwise, A waiver of subrogation shall be effective as to a person or entity even though that per- son or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. 11.3.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Subparagraph 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub - subcontractors in similar manner. 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account pro- ceeds so received, which the Owner shall distribute in accor- dance with such agreement as the parties in interest may reach, or in accordance with an arbitration award in which case the procedure shall be as provided in Paragraph 4.5. If after such loss no other special agreement Is made, replacement of dam- aged property shall be covered by appropriate Change Order. 11.3.10 The Owner as fiduciary shall have power to adjust and settle a Toss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if such objection be made, arbitrators shall be chosen as provided in Paragraph 4.5. The Owner as fiduciary shall. in that case, make settlement with insurers in accordance with directions of such arbitrators. If distribution of insurance proceeds by arbitration is required, the arbitrators will direct such distribution. 11.3.11 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence until the insurance company or com- panies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall. without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Owner shall have the right to require the Contrac- tor to furnish bonds covering faithful performance of the Con- tract and payment of obligations arising thereunder as stipu- lated in bidding requirements or specifically required in the Contract Documents on thc date of execution of the Contract. 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obliga- tions arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy to be made. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.1 UNCOVERING OF WORK 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must, If required in writing by the Architect, be uncovered for the Architect's observation and be replaced at the Contractor's expense without change in the Contract Time. 12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to observe prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of uncover- ing and replacement shall, by appropriate Change Order, be charged to the Owner. If such Work is not in accordance with the Contract Documents, the Contractor shall pay such costs unless the condition was caused by the Owner or a separate contractor In which event the Owner shall be responsible for payment of such costs. 12.2 CORRECTION OF WORK 12.2.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected Work, including additional testing and inspec- tions and compensation for the Architect's services and expenses made necessary thereby. 12.2.2 If, within one year after the date of Substantial Comple- tion of the Work or designated portion thereof, or after the date AlA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION MA• • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNWO: Unli :wwd photocopying violates U.S. copyright lama end M stabjec! 10 legal prosecution. A201-1987 21 for commencement of warranties established under Sub- paragraph 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written accep- tance of such condition. This period of one year shall be extended with respect to portions of Work tirst performed after Substantial Completion by the period of time between Substan- tial Completion and the actual performance of the Work. This obligation under this Subparagraph 12.2.2 shall survive accep- tance of the Work under the Contract and termination of the Contract. The Owner shall give such notice promptly after dis- covery of the condition. 12.2.3 The Contractor shall remove from the site portions of the Work which arc not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. 12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accor- dance with Paragraph 2.4. If the Contractor does not proceed with correction of such nonconforming Work within a reason- able time fixed by written notice from the Architect, the Owner may remove it and store the salvable materials or equipment at the Contractor's expense. If the Contractor does not pay costs of such removal and storage within ten days after written notice, the Owner may upon ten additional days' written notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting costs and damages that should have been borne by the Con- tractor, including compensation for the Architect's services and expenses made necessary thereby. If such proceeds of sale do not cover costs which the Contractor should have borne, the Contract Sum shall be reduced by the deficiency. If payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Con- tract Documents. 12.2.6 Nothing contained in this Paragraph 12.2 shall be con- strued to establish a period of limitation with respect to other obligations which the Contractor might have under the Con- tract Documents. Establishment of the time period of one year as described in Subparagraph 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Con- tractor's obligations other than specifically to correct the Work. 12.3 ACCEPTANCE OF NONCONFORMING WORK 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and cor- rection, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW 13.1.1 The Contract shall be governed by the law of the place where the Project is located. 13.2 SUCCESSORS AND ASSIGNS 13.2.1 The Owner and Contractor respectively bind them- selves, their partners, successors, assigns and legal representa- tives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Con- tract Documents. Neither party to the Contract shall assign the Contract as a whole without written consent of the other. If tither party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. 13.3 WRITTEN NOTICE 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last business address known to the party giving notice. 13.4 RIGHTS AND REMEDIES 13.4.1 Duties and obligations imposed by the Contract Docu- ments and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available by law. 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 13.5 TESTS AND INSPECTIONS 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordi- nances, rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless other- wise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent test- ing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspec- tions are to be made so the Architect may observe such proce- dures. The Owner shall bear costs of tests, inspections or approvals which do not become requirements until after bids are received or negotiations concluded. 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that ponions of the Work require addl• tional testing, inspection or approval not included under Sub- paragraph 13.5.1. the Architect will, upon written authorization from the Owner. instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so the Architect may observe such procedures. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 22 A201.1987 AIA • (5/1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W., WASHINGTON, D.C, 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subleot to legal prosecution. The Owner shall bear such costs except as provided in Sub- paragraph 13.5.3. 13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, the Contractor shall bear all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses. 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testing. 13.5.6 Tests or inspections conducted pursuant to the Con- tract Documents shall be made promptly to avoid unreasonable delay in the Work. 13.6 INTEREST 13.6.1 Payments due and unpaid under the Contract Docu- ments shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD 13.7.1 As between the Owner and Contractor: .1 Before Substantial Completion. As to acts or failures to act occurring prior to the relevant date of Substan- tial Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such date of Substantial Completion; .2 Between Substantial Completion and Final Certifi- cate for Payment. As to acts or failures to act occur- ring subsequent to the relevant date of Substantial Completion and prior to issuance of the final Certifi- cate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of Issuance of the final Certificate for Payment: and .3 After Final Certificate for Payment. As to acts or failures to act occurring after the relevant date of issu- ance of the final Certificate for Payment, any appli- cable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to act by the Contractor pursuant to any warranty provided under Paragraph 3.5, the date of any correction of the Work or failure to correct the Work by the Contractor under Paragraph 12.2, or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR 14.1.1 The Contractor may terminate the Contract If the Work is stopped for a period of 30 days through no act or fault of the Contractor or a Subcontractor, Sub - subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor, for any of the following reasons: .1 issuance of an order of a court or other public author- ity having jurisdiction; .2 an act of government, such as a declaration of national emergency, making material unavailable; .3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Subparagraph 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; .4 if repeated suspensions, delays or interruptions by the Owner as described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total num- ber of days scheduled for completion, or 120 days in any 365 -day period, whichever is less; or .5 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Subparagraph 2.2.1. 14.1.2 If one of the above reasons exists, the Contractor may, upon seven additional days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment and machinery, including reasonable overhead, profit and damages. 14.1.3 If the Work is stopped for a period of 60 days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner':; obligations under the Contract Documents with respect to matters impor- tant to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Subparagraph 14.1.2. 14.2 TERMINATION BY THE OWNER FOR CAUSE 14.2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or falls to supply enough properly skilled workers or proper materials: .2 falls to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws, ordinances, or rules, reg- ulations or orders of a public authority having juris- diction; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Architect that sufficient cause exists to jus- AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION MA• • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright Isws end Is subject to Isgal pnmocutlon. A201 -1987 23 tify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, termi- nate employment of the Contractor and may, subject to any prior rights of the surety: .1 take possession of the site and of all materials, equip- ment, tools, and construction equipment and machin- ery thereon owned by the Contractor; .2 accept assignment of subcontracts pursuant to Para- graph 5.4; and .3 finish the Work by whatever reasonable method the Owner may deem expedient. 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 14.2.1, the Contractor shall not be entitled to receive further payment until the Work Is finished. 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Archi- tect's services and expenses made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Architect, upon appli- cation, and this obligation for payment shall survive termina- tion of the Contract. 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. 14.3.2 An adjustment shall be made for increases in the cost of performance of the Contract, including profit on the increased cost of performance, caused by suspension, delay or interrup- tion. No adjustment shall be made to the extent: .1 that performance is, was or would have been so sus- pended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of this Contract. 14.3.3 Adjustments made In the cost of performance may have a mutually agreed fixed or percentage fee. 24 A201.1907 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA• . • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying vloIMes U.S. copyright laws and la.W*ct to legal prosecution. Reprinted 7193 1 I I 1 1 1 1 DIVISION 1: GENERAL REQUIREMENTS SECTION 01000: SPECIAL CONDITIONS Contractor shall provide all permits, articles, materials, operations, or methods listed, mentioned, or scheduled on the drawings and/or specified herein, including all labor, materials, equipment, and incidentals necessary and required for their completion. COORDINATION: Coordinate various elements of the work and entities engaged to perform work; and coordinate the work with existing facilities /conditions, and with work by separate contractors and by Owner. LAYOUT AND LEVELS: Maintain a permanent bench mark and locate the buildings on site and establish building lines and floor elevations. INSTALLER INSPECTION: Require Installer of each major unit of work to inspect substrate and conditions for installation, and to report (in writing) unsatisfactory conditions. Correct unsatisfactory conditions before proceeding. MANUFACTURER'S INSTRUCTIONS: Comply with manufacturer's installation instructions and recommendations, to the extent that they are more stringent than requirements in Contract Documents. WORKMANSHIP: Perform all work according to highest standards of building trades. CLEANING AND PROTECTION: During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at substantial completion. CUTTING AND PATCHING: Each subcontractor shall do necessary cutting and patching for proper installation of his work. STRUCTURAL WORK: Do not cut and patch structural elements in a manner that would reduce the load- carrying capacity or load deflection ratio. Obtain approval of the cutting and patching proposal before cutting and patching structural elements. OPERATIONAL /SAFETY LIMITATION: Do not cut - and -patch operational elements and safety components in a manner resulting in decreased performance, shortened useful life, or increased maintenance. VISUAL /QUALITY LIMITATIONS: Do not cut - and -patch work exposed to view (exterior and interior) in a manner resulting in noticeable reduction of visual qualities and similar qualities, as judged by Architect/Engineer. TEMPORARY FACILITIES: Regulations: Comply with local applicable laws and regulations. lob Telephones:, Provide a telephone for use of Contractor, subcontractors Architect /Engineer, and Owner's Project Manager. Feat, Water and Electrical Power shall be furnished and paid for by the General Contractor. Toilet Facilities; Maintain and identify toilet facilities for use during entire construction time. )3arricades: Provide barricades as required to protect from hazards connected with the work. Page 01 -1 Storage of Materials and Equipment: Storage facilities shall be provided at the cost of the individual Contractor or subcontractor as required. WEATHER REOUIREMENTS: All work shall be performed in temperature ranges that are within the trade - recommended ranges and/or the ranges herein specified. FINAL CLEANING: Prior to acceptance of project by Owner, thoroughly clean, polish and put into operating order all work under the Contract. In no way shall work on this project adversely affect adjacent property. Contractor shall verify and insure same. All reasonable measures for noise and dust abatement shall be employed. The Contractor shall notify the Owner prior to starting work for approval to commence work and submit all required insurance policies. OWNER - FURNISHED PRODUCTS: Owner's Responsibilities; The Owner will arrange and pay for product delivery to the site in accordance with the construction schedule. The Owner and the Contractor shall jointly inspect the deliveries for shortages and damaged or defective items. Contractor's Responsibilities; The Contractor shall unload, uncrate, and store the products at the site and shall protect them from exposure to the elements, theft, and other damage. Items damaged after acceptance by the Contractor shall be replaced at the Contractor's expense. The contractor shall provide two (2) storage trailers on site" one (1) for the contractor's use and one (1) for the sole use of the owner. The products shall be installed, connected, adjusted and finished in accordance with the applicable section of these specifications. �g following portions of wit will be provided by the Owner for installation by the Contractor: See Sections 11400 and 12000 for additional requirements. Decorative "Tiffany" fixtures as indicated Soap dispensers and towel dispensers Televisions for installation to ceiling -hung support tray The following nottions of the work will be provided by the Owner under separate contract or other arrangement. Contractor involvement as noted and indicated on the drawings. See Section 11400 and 16000 for additional requirements. Kitchen and bar equipment (Owner deliver and set; GC to provide rough -in and connection) Portable furnishings and equipment. (Tables, table bases, chairs, carousel horse, "F" items indicated on Sheet F1, etc.) Decor items and graphics Stained glass panels Exterior and Interior Signs except for wall plaques specified in Section 08700 and brass numbers and signs specified in Section 10425. (Coordinate size and location of rough -in with Owner.) Sound equipment (Verify with Owner.) Telephone instruments and equipment (See Electrical Drawings.) Prefab - Coolers (Verify with kitchen equipment supplier.) Bar top and upper bar cabinet Smoke filter system Point of sale equipment Rooftop grease containment system Page 01 -2 1 1 1 1 1 1 1 1 1 1 1 E. SECTION 01010: SUMMARY OF WORK Contract Documents: Requirements of the work are contained in the contract documents and include cross- references herein to published information, which is not necessarily bound therewith. Verbal Summary: Without force and effect on requirements of contract documents, the (incomplete) description of the work of the Contract can be summarized as follows: The WORK consists of the erection of a new Applebee's restaurant to be located at: Contractor Use of Premises: Limit use of the premises to construction activities in areas indicated. Confine operations to areas within Contact limits indicated. eeipdrivesdanentrances serving the premises clean at all times. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. Partial Owner Occupancy: The Owner reserves the right to occupy, place and install equipment in completed areas prior to substantial completion provided such occupancy does not interfere with completion of the Work. Placing of equipment and partial occupancy shall not constitute acceptance of the total Work. If General Contractor does not wish for Owner's representatives to be working out of facility the last month of construction, supply an office trailer with electric hook up for their use. Page 01-3 NOV 23 '94 15 :24 H LYNN WHITE FX# 913 492 0416 i ACCOUNT # 1 1 Avoc lkiO4c %e. 8208 NIEMAN ROAD LENEXA, KANSAS 66214 (913) 492.4100 Fax: (913) 492.0416 APPLICATION FOR CREDIT P.1 /1 5/27/93 Company Name: - Street Address: City: State: Zip: ' lype of Year Annual No. of Business: Established: 'Volume: $ Employees: Phone: Fax: State 1bx #: Our business is operated from: ❑ A commercial establishment ❑ Showroom ❑ In -Home Our legal entity is: ❑ Corporation [D Partnership ❑ Sole proprietorship 122a1ers or Of eezi &isms rlig Slats rut TtIa Owner's Social Security # Driver's License # Type of Account Requested: ❑ OPEN ❑ COD (Orders will be Profontna or COD until credit is established) TRADE REFERENCES for OPEN ACCOUNT Coopktu Company Nerve, Address, Telspbone Number & Account Number is required in order to be oessid asd. Address Including Zip Code AGREEMENT FOR EXTENSION OF CREDIT Appinut agrees that ehderneion of credit by saki shell be ii ed to and in aariderstion of Ow Oinking terms and conditions: 1) Psymott of el wnwuhts doe, u evidenced by the sccour& shell be merle not War thin the due delta as indicated an each irndo* ache the holding'trnss% My exceptions rdN be indicated *nine k nice. 2) Arnow* in debut under items es indeed in bin ore atom veil Co knee to. sewn, charge, such mew rot to aced the nwdnxan.ppii ubie by stlb law m Midi isle is made. Service d>asge to bow teen and WI gee day balance is in d tak 3) Bald it to nacea.sny to assigner accent beam to a teemed collection agency or atBomsy kr *al action, all subswuuers aol.adion throes and legal bus shed be paid by the applicant. Appitsrt ton* 414horlaa Sear, its serooeaaom red aseip(1e, CV lee dee16116lad sic NW. b wesiw Mee issuers* se service or process and oarless judgment against tic cl re wtaira tee cell audit mewled shall 'obje � aimed io. NAM 6) If ) pews* gas awns of cc the basis dew Isoms indicated abase, in the moo of dish on Ile put Of the torpomstien � I(Ma) pews* gewr.raee pfd arM obiipwiofe Ctttnvhir.• Title: Date: Bank Account Number Address Including Zip Code Telephone AGREEMENT FOR EXTENSION OF CREDIT Appinut agrees that ehderneion of credit by saki shell be ii ed to and in aariderstion of Ow Oinking terms and conditions: 1) Psymott of el wnwuhts doe, u evidenced by the sccour& shell be merle not War thin the due delta as indicated an each irndo* ache the holding'trnss% My exceptions rdN be indicated *nine k nice. 2) Arnow* in debut under items es indeed in bin ore atom veil Co knee to. sewn, charge, such mew rot to aced the nwdnxan.ppii ubie by stlb law m Midi isle is made. Service d>asge to bow teen and WI gee day balance is in d tak 3) Bald it to nacea.sny to assigner accent beam to a teemed collection agency or atBomsy kr *al action, all subswuuers aol.adion throes and legal bus shed be paid by the applicant. Appitsrt ton* 414horlaa Sear, its serooeaaom red aseip(1e, CV lee dee16116lad sic NW. b wesiw Mee issuers* se service or process and oarless judgment against tic cl re wtaira tee cell audit mewled shall 'obje � aimed io. NAM 6) If ) pews* gas awns of cc the basis dew Isoms indicated abase, in the moo of dish on Ile put Of the torpomstien � I(Ma) pews* gewr.raee pfd arM obiipwiofe Ctttnvhir.• Title: Date: DIVISION 2: SITE WORK SECTION 02210: SITE GRADING, EXCAVATION & BACKFILL general; Excavate, backfill, compact and grade as specified and as required to meet the requirements of the construction shown. Geotechnical Investigation: A subsurface exploration program and geotechnical investigation shall be conducted to determine requirements for excavating, backfilling, compacting, and site grading specific to the project site. Quality Assurance: Employ soil testing and inspection service to provide quality control testing. Comply with directions of soil testing and inspection service. Comply with requirements of governmental agencies having jurisdiction. Materials: Soil materials shall conform to requirements determined specifically for the project site by geotechnical investigation. Granular base course shall be locally available crushed stone aggregate. vati Bac d Procedures and requirements shall be as determined by geotechnical investigation. Use of explosives for rock removal will not be permitted. Grading:, Grade to provide positive drainage away from buildings and structures. Minimum slopes shall be as follows: 1. Pavements - ,A inch per foot. 2. Lawns - 5 percent within 10 feet of building, 3 percent otherwise. Maximum slopes shall be as follows: 1. Pavements - 5 percent. 2. Lawns - 1 foot vertical in 3 feet horizontal. 3. Walks - 1 inch per foot longitudinally, ',4 inch per foot transverse. Finish grade shall be brought to within 1" of the top of curbs and walks. Page 02 -1 SECTION 02282: TERMITE CONTROL Drawings and general provisions of contract, including General and Supplementary Conditions and Division 1 specification sections apply to work of this section. Submittals: Manufacturer's technical data and application instructions. En¢age a professional pest control operator, licensed in accordance with regulations of governing authorities. Use only termiticides which bear a Federal regulation number of U.S. Environmental Protection Agency. Furnish a 5 year warra * If subterranean termite activity is discovered, the Contractor will retreat the soil and repair all damage to building. Soil Treatment Solution: Use an emulsible concentrate termiticide for dilution with water, specifically formulated to prevent infestation by termites. Fuel oil will not be permitted as a diluent. Provide a solution consisting of one of the following chemical elements and concentrations: Chloropyrifos ( "Dursban TC ") 1.0 percent in water emulsion Permathrin ( "Dragnet ", Torpedo "); 0.5 percent in water emulsion. Other solutions may be used as recommended by Applicator if also acceptable to Architect and approved by jurisdictional authorities. Compiv with manufacturer's instructions for application of termiticide. SECTION 02513: ASPHALT CONCRETE PAVING aettUdl Furnish and install asphalt concrete paving as shown on the drawings and as specified herein. Quality Assurance: Comply with local governing regulations. Employ testing and inspection service to provide quality control testing. Materials: Use locally available materials and gradations. Base course aggregates shall be sound angular crushed stone, crushed gravel, or crushed slag, stone, or slag screenings. Surface course aggregate shall be crushed stone, crushed gravel, crushed slag, and sharp -edged natural sand. Asphalt cement shall conform to AASHTO M226 (ASTM M226) for viscosity graded material and AASHTO M20 (ASTM D946) for penetration graded material. Lane marking paint shall be acrylic waterborne traffic paint suitable for use over uncured asphalt surfaces. Color shall be white. Page 02 -2 i I i 1 1 1 1 Design: Provide full -depth asphalt pavement capable of supporting HS20 loadings. Provide locally available plant- mixed, hot -laid, asphalt- aggregate mixtures which have displayed satisfactory performance. Placing: Construct pavements when temperature is above 40° F and when subgrade is dry. Remove loose material from subgrade. Correct deficient subgrade areas. Place asphalt concrete at a temperature between 240° F and 300° F. Place paver - placed asphalt concrete base course in strips not less than 10 feet wide. Extend rolling of subsequently placed strips to overlap previous strips. Complete base course before placing surface course. Apply tack coat to asphalt base course at a rate of 0.05 to 0.15 gallons per square yard of surface. Temperature at time of application shall be above 50° F and shall not have been below 35° F for 12 hours immediately prior to application. Do not apply to wet surfaces. Apply carefully to avoid smearing on adjacent surfaces. Allow tack coat to dry until at proper condition to receive asphalt surface course. Place paver - placed asphalt surface course as specified for asphalt base course. Make joints between old and new pavements or between successive days work to ensure continuous bond. Clean contact surfaces and apply tack coat. Aviod joints in drainage paths. Begin rolling of all courses when mixture will bear roller weight. Complete breakdown rolling immediately following rolling at joints and outside edges. Inspect surface after initial rolling and repair surface by adding hot material. Follow breakdown rolling as soon as possible with second rolling. Roll until mixture has been compacted to 98 percent of the maximum density determined from a laboratory specimen. Compact to required density before mixture temperature drops below 165° F. Complete finish rolling while mixture is warm enough to remove roller marks. Continue rolling until all roller marks have been eliminated. Protect completed asphalt pavements from damage. Prevent vehicular traffic until pavement has cooled and hardened. Lane Markings: Prepare surface and apply traffic paint in accordance with manufacture's recommendations. Apply minimum of two coats. Provide uniform straight edges. Submittals; Submit shop drawings and/or product data for: Asphaltic concrete pavement mixtures Lane marking paint Page 02 -3 Testing: Test asphalt pavement for thickness, surface smoothness, and density: Thickness of base course shall be within inch of required thickness. Thickness of surface course shall be within 14 inch of required thickness. Surface smoothness shall be such that ponds or birdbaths to not occur on the surface when the pavement is flooded with water. SECTION 02720: STORM SEWAGE SYSTEMS General: Construct storm sewer systems as specified, as required to meet the requirements shown, and as required by agencies having jurisdiction. Codes and Standards: Comply with state and local governing regulations. MAISIlEkt Materials for storm sewer piping, pipe coatings, structures, manholes, and bedding shall conform to governing agencies requirements. D Storm water management systems shall conform to state and local requirements, including requirements for storm water detention if applicable. Design of storm sewer systems shall be based upon rainfalls for the locale having a recurrence interval of 5 years, unless state or local regulations are more stringent. Curb inlets with throat openings shall be utilized to remove storm water runoff from paved areas. Curb inlets serving paved areas shall be located and spaced such that the depth of flow in gutters does not exceed four inches and the spread of flow from gutter line does not exceed eight feet.. Structures shall be equipped with manholes and steps to provide access. Storm sewer pipe shall be 12 inch minimum diameter. The minimum slope shall be 1 percent. The maximum length of pipe between structures shall be 300 feet. Drainage swales shall be designed to provide non - eroding velocities for turf -lined channels. Depth of flow in swales in paved areas shall not exceed four inches. Provide erosion control at pipe outlets where velocities would result in erosion. Page 02-4 <3 %7 r r 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 l 1 0 DIVISION 3: CONCRETE SECTION 03300: CAST -IN -PLACE CONCRETE General: Furnish and install all cast -in -place concrete as indicated on the drawings and as specified herein, including exterior concrete for sidewalks, platforms, ramps, curbs gutters, etc., as well as all concrete required in connection with the building construction. Comply with applicable provisions of the following codes and standards except as otherwise indicated: ACI 301 "Specifications for Structural Concrete for Buildings "; ACI 347, "Recommended Practice for Concrete Formwork "; ACI 304, "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete ". Materials; Portland cement shall conform to ASTM C 150, Type I or Type 11. Aggregates shall conform to ASTM C 33, size 67 or 57, masonry grout size 8, except local aggregate of proven durability may be used when acceptable to the Owner. Water shall be clean, free of oils, acids, organic matter. Air - entraining admixture shall conform to ASTM C 260. Calcium chloride is prohibited from use in concrete. Joint fillers: See Section 07900. Reinforcing bars shall conform to ASTM A 615, Grade 60. Reinforcing bar dowels welded to steel beams shall conform to ASTM A 706. Welded wire shall conform to ASTM A 185. Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. For exposed concrete surfaces, use acceptable panel forms to provide continuous, straight, smooth finish. Use largest practical sizes to minimize form joints. Design: Proportion concrete mix by either laboratory trial batch or field experience method, in accordance with ACI 318, Chapter 5. Submittal shall establish concrete mix proportions, including water /cement ratio, weights, and volumes of all materials used for each class and type of concrete. Submit written report to the Owner for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to the Owner. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Owner. Use air - entraining admixture in all concrete, providing not less than 5% nor more than 7% entrained air Page 03 -1 for concrete exposed to freezing and thawing, and from 2% to 4% for other concrete. Concrete shall be proportioned and produced to have a maximum slump of four inches if consolidated by vibration, and five inches if consolidated by means other than vibration. A tolerance of one inch is allowed if average of all batches does not exceed the maximum limit. Limit fine aggregate to 40% of total aggregate by weight. Ready -mixed concrete shall conform to ASTM C94. Minimum compressive strength at 28 days shall be 4,000 psi; water - cement ratio, 0.50 max (plain concrete), 0.42 max (air entrained concrete). Concrete Testing The Contractor shall employ, at his own expense, a separate independent testing laboratory acceptable to the Owner to perform quality control testing and to submit test reports to the Owner. The testing laboratory shall be responsible for conducting and interpreting the tests, and shall state in each report whether or not the test specimens comply with the specified requirements, and shall indicate any deviations therefrom. Concrete shall be sampled and tested for quality control during the placement of concrete as follows: Sampling Fresh Concrete: ASTM C172, except modified for slump to comply with ASTM C94. Slump: ASTM C 143; one test for each concrete load at point of discharge and one for each set of comprehensive strength test specimens. Air content: ASTM C 231, pressure method; one for each set of compressive strength test specimens. Compressive Strength: ASTM C 39, one set of five cylinders for each 50 cu yds or fraction thereof; 2 specimens tested at 7 days, 2 specimens tested at 28 days, and one retained for later testing, if required. If the increments of placement would provide less than 4 strength tests for the project, testing shall be conducted from at least 4 randomly selected batches, or from each placement if fewer than 4 are used. Report test results in writing to the Owner and Contractor on same day tests are made. placine: Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position, complying with ACI 347. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms, as required. Retighten forms after concrete placement if required to eliminate mortar leaks. Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. Page 03 -2 Provide construction and control joints as indicated or as approved. Locate construction joints so as to not impair the strength and appearance of the structure. Place control joints in slabs -on- ground to stabilize differential settlement and random cracking. Set and build into the work anchorage such as dowels, adjustable wedge inserts, threaded inserts and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting diagrams, templates and instructions provided by others for locating and setting. Comply with ACI 304, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Deposit concrete as nearly as practicable to is final location to avoid segregation due to rehandling or flowing. Handle concrete from the point of delivery to the locations of final deposit as rapidly as practicable, using conveying methods which will prevent segregation or loss of concrete mix materials. Consolidate placed concrete using mechanical vibrating equipment supplemented by hand - spading, rodding or tamping, so that concrete is worked around reinforcement and other embedded items and into all parts of forms. Do not use vibrators to transport concrete inside of forms. Vibrate concrete evenly and uniformly throughout the placement area, but limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. Vibration of forms and reinforcing will not be permitted. Protect concrete from physical damage or reduced strength due to weather extremes. In cold weather, comply with ACI 306. In hot weather, comply with ACI 305. alitillg Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with a coating or covering material applied directly to concrete. Remove fins and projections, and patch defective areas with cement grout. Apply preliminary float finish and steel trowel finish to monolithic slab surfaces that are exposed -to -view or are to be covered with resilient, paint or other thinfilm coating. Consolidate concrete surface by hand troweling, free of trowel marks, uniform in texture and appearance, and level. After floating, begin first trowel finish operation using a power - driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand- troweling operation, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding S4" maximum overall deviation. Grind smooth surface defects which would telegraph through applied floor covering system. Work edges of slabs, gutters and other formed joints with an edging tool, to a 'h" radius. After troweling, provide a non -slip surface by drawing a stiff- bristeled broom perpendicular to the line of traffic, as acceptable to the Owner. Finishing Concrete Drives and Walks: After striking -off and consolidating smooth the concrete surface by screeding, floating and steel troweling. Work edges of a slabs, gutters and other formed joints with an edging tool, to a '/" radius. After troweling, provide a non -slip surface by drawing a stiff- bristledbroom perpendicular to the line of traffic, as acceptable to the Owner. Begin initial curing as soon as free water had disappeared from exposed from exposed surfaces. Where possible, keep continuously moist for not less than 72 hours. Continue curing by use of moisture - retaining Page 03 -3 cover. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. Submittals For information only, submit 2 copies of manufacturer's specifications with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials, and others as requested by the Owner. Submit shop drawings and/or product data on the following items: Joint Fillers Reinforcing Bars (shop drawings): £'i Submit original shop drawings (1 sepia, plus 4 prints) prepared under the direct supervision of a Professional Engineer registered in the State of the project. Shop drawings shall be original work and shall not be contract structural drawings reproduced and/or modified into shop drawings. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete reinforcement. 111 i1 r_ Page 03-4 DIVISION 4: MASONRY SECTION 04200: UNIT MASONRY General: Furnish and install all masonry work as indicated on the drawings and as specified herein. Comply with the recommendations of Brick Institute of America (BIA, formerly SCPI) and National Concrete Masonry Association. Materials: Face brick shall conform to ASTM C 216, Grade SW, cored or solid. Face brick number 1 shall be Monticello Blend #33 -200 standard size (2'A "x8 "x3 5/8") and face brick number 2 shall be Wire Cut Light Gray #10 -933, modular size (2' "x7 5/8 "x3 5/8 ") both as manufactured by Merry Bros. Brick Co. or equal alternate. Merry Bros. Brick Co., (Division of Boral Bricks, Inc.) Augusta, GA, (706)722- 6831. Provide solid brick at jambs, and any other necessary shapes, where shown and as required. Building (Common) Brick shall conform to ASTM C 62, Grade SW, cored or solid, color. Brick with magnesium will not be acceptable. Concrete Masonry Units (CMU) shall be hollow load- bearing type, ASTM C 90, Grade N, Type I with nominal face dimensions of 16" long x 8" high (15- 5/8 "x7 -5/8" actual), of thicknesses called for on the drawings. CMU shall be two -cell square end type, for reinforced masonry construction. CMU for use below grade and at Trash Enclosure walls shall be "normal weight ", using concrete aggregates complying with ASTM C 33 producing dry net unit weight of not less than 125 lbs. per cu R. CMU for use above grade except at Trash Enclosure walls shall be lightweight, using aggregate complying with ASTM C 331 producing dry net unit weight of not more than 105 lbs. per cu R. Where indicated on the drawings, or required for bearing or to obtain proper coursing, provide solid load bearing type CMU, ASTM C 145, Grade N. Provide all shapes required, U -block shapes for lintels and bond beams, corbels, headers, bonding, piers, solid concrete brick and other special conditions where shown on the Drawings and where required in the construction. Mortar and Grout; Mortar for unit masonry; ASTM C270, proportion specfications, Type M or Type S. Grout for unit masonry; ASTM C476, course grout. Grout shall have a minimum 28 day compressive strength of 3000 psi. Reference Division 3 for additional requirements. For mortar in face brick provide bond strength of not less than 35 PSI between the mortar and the selected face brick when tested in accordance with ASTM E518. Prior to ordering materials for the Work, deliver sufficient quantities of materials proposed for exterior wall mortar types to the testing laboratory to enable mortar design. Mortar Design Mix: For exterior wall mortar (each type, if more than one type) obtain a laboratory design mix conforming to the Specification requirements utilizing the materials proposed for the Work. Substantiate the mix design with laboratory mix and the selected face brick tested in accordance with ASTM E518. Bond strength shall be not less than 35 PSI. Page 04 -1 Provide colored pigmented mortar in face brick construction. Color will be Solomon Grind -Chem Service "10H" light buff or Boral mortar color #AOT, light buff. Additive for Non - Shrink Grout shall be metallic aggregate, prepared and graded to counteract shrinkage and reduce permeability of Portland cement grout; Master builders' "Embeco ", or approved equal. Joint reinforcement shall be welded -wire units prefabricated with deformed continuous side rods and plain cross rods, with width approximately 2" less than nominal thickness of wall. Provide 9 gauge side and cross rods. Galvanizing shall comply with ASTM A 641, Class 3. For cavity walls provide 3 -wire continuous ladder type reinforcing. AA Wire Products Co., AA510 Tri-Lok Dur -o-Wall Inc., Trirod Hohmann & Barnard, Inc., #230 Ladder- Tri-Mesh Miscellaneous masonry anchors shall be fabricated from 16 -gauge steel sheet or 3/8" steel rod, 1.5 -oz. hot - dip zinc coating after fabrication. Provide steel anchor bolts with hex nuts and flat washers complying with ASTM A 307, Grade A, hot -dip galvanized to comply with ASTM C 153, Class C, in sizes and configurations indicated or, where not indicated, as required to provide secure anchorage for construction components. Thru-wall flashing shall be copper sheet, 3 oz. per sq. ft., bonded with asphalt between 2 layers of glass fiber cloth of one of the following: Afco Products Inc., Copper Fabric. York Manufacturing, Inc.: York Copper Fabric Flashing Provide cotton sash cord for weepholes, of length required to produce 2" exposure on exterior and 18" of cavity between wyths. Samples: Submit samples of face brick to the Owner for color selection. Samples shall accurately represent the range of color and texture. Include prices of brick with submission of samples. Submit color chart of manufacturer's available colored mortars for Owner's initial selection. Workmanship Lay brick and other solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints, and shove into place. Do not slush head joints. Face brick shall be laid in common ( "running ") bond, unless otherwise called for on the drawings, with colored masonry mortar. Construct brick soldier courses, sloped rowlock sills, brick caps and other special details in face brick construction as shown. All such special pattern work shall be accurately placed and carefully installed. Mortar setting beds for sloped rowlock sills shall be as called for. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells; also bed webs in mortar in starting course on footings and foundation walls, and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or to be filled with concrete or grout. Maintain joint widths as required to conform to the dimensions shown on the Drawings. Cut joint flush for masonry walls which are to be concealed or to be covered by other materials, unless otherwise shown. Tool exposed joints slightly concave, unless otherwise directed by the Owner. Rake out mortar in Page 04 -2 preparation for application of caulking or sealants where shown or required. Install cotton cord weep holes at the base of exterior composite veneer walls and above shelf angels and lintels, space 2' -0" o. c. unless otherwise shown on the drawings. In face brick wall sections with CMU backup, provide continuous horizontal joint reinforcing as specified above, placed 16" o.c. vertically. Fully embed longitudinal side rods in mortar for their entire length with a minimum cover of 5/8" on either side and 'k" on inner surface. Cut and bend units and provide laps as directed by manufacturer for continuity at returns, offsets, angle corner wall sections and other special conditions. Construct masonry control joints at locations shown, which shall be sealed with materials specified in Section 07900. Fill cells of CMU foundation course with grout, using Coarse Grout complying with ASTM C 476, with all cells completely filled and tamped. Page 04 -3 DIVISION 5: METALS SECTION 05120: STRUCTURAL STEEL General Furnish and install all structural steel indicated on the drawings and as specified herein, as required for structural use as well as for miscellaneous or ornamental use. Comply with applicable provisions of AISC "Code of Standard Practice for Steel Buildings and Bridges "; AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings" including "Commentary"; AWS "Code for Welding in Building Construction "; except as otherwise indicated. Cold- formed steel framing supporting sloped roof areas is as indicated on the drawings. Submittals Submit original shop drawings (1 sepia, plus 4 prints) prepared under the direct supervision of a Professional Engineer registered in the State of the project. Shop drawings shall be original work and shall not be contract structural drawings reproduced and/or modified into shop drawings. Shop drawings shall include complete details and schedules for fabrication and assembly of structural steel members. Indicate welds by standard AWS A2.1 and A2.4 symbols. Provide setting drawings, templates, and directions for installation of anchor bolts and other anchorages to be installed as work of other sections. Materials Steel plates, shapes and bars shall conform to ASTM A 36. Tubular Steel Items: Square and rectangular, ASTM A 501; cold- formed, ASTM A 500, Grade B; steel pipe, ASTM A 53, Type E or S, Grade B. Fasteners shall be high - strength bolts and nuts, ASTM A 325 -N Anchor bolts, ASTM A -307. Shop paint shall conform to FS TT-P -86, Type II, or SSPC -Paint 14. Fabrication Comply with AISC "Specifications" and final shop drawings. Mark and match -mark units for field assembly. Provide base plates, anchor bolts with leveling nuts, wind bracing members, and all other accessories shown or required to produce a complete and finished installation of structural steel. Connections shall be as shown on final shop drawings. In general use welded connections for shop work and high - strength bolts or welding for field connections as called for on the approved shop drawings. Comply with AWS Code for procedures, appearance, and quality of welds, both shop and field. Fabricate structural steel members to provide holes for securing other work and for passage of other work through steel framing. Page 05 -1 Paint structural steel work, except members of portions of members embedded in concrete or mortar, and contact areas to be welded or riveted. Clean steel free of loose mill scale, rust, oil and grease. Apply prime paint to provide a minimum dry film thickness of 1.5 mil. Erection Comply with AISC Code and Specifications, and maintain work in safe and stable conditions during erection. Provide temporary bracing and shoring as required; remove when final connections are placed. Set base plates on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with bedding mortar, consisting of commercial non - shrink grout materials as specified in Division 4. Splice members only where shown on final shop drawings. Touch -up prime paint after erection. Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop, or an oxide metal primer approved by the Owner which is compatible with the shop coat. Inspection where required by local ordinances The general contractor will employ the services of an independent testing laboratory to determine that structural connections are in compliance with the requirements of the Contract Documents. Any areas of non - compliance shall be corrected by the Contractor at his own expense, and the areas shall be retested. The Owner will pay all testing charges of the testing laboratory, but the Contractor shall bear all other costs in connection with preparation for and conducting of the structural testing. SECTION 05210: STEEL JOISTS General Furnish and install all steel joists as indicated on the drawings and as specified herein. Joist Type: Steel joists shall be H- Series open web steel joists. Comply with applicable provisions of the WI and AISC "Standard Specifications and Load Tables" for types of joists indicated, unless otherwise indicated. Submittal8 Submit original shop drawings (1 sepia, plus 4 prints) prepared under the direct supervision of a Professional Engineer registered in the State of the project. Shop drawings shall be original work and shall not be contract structural drawings reproduced and/or modified into shop drawings. Shop drawings shall include layout of joist units, special connections, joining and accessories. Include mark, number, type, location, and spacing of joists and bridging. Materials Steel shall conform to ASTM A 36, or other per SJI and AISC "Specifications ". Shop paint shall comply with SE and AISC Specifications for materials and application, except asphalt paint Page 05 -2 not permitted. Fabrication Fabrication shall comply with SJI and AISC "Specifications" and final shop drawings. Mark and match mark units for field assembly. Provide holes to accommodate other work to be secured to joists. Bridging shall comply with SJI and AISC "Specifications" for type of joists and installation requirements as called for. Provide bridging anchors for ends of bridging lines terminating at walls or beams. Provide bridging where shown. Where continuous horizontal bridging is shown, Contractor may furnish cross bridging or horizontal bridging, at his option. End anchorage shall comply with SJI and AISC "Specifications ", unless otherwise indicated. Provide special end connections to steel beams with shims and bearing plates as required, extended and overhanging ends, ceiling extensions where ceilings are attached directly to joists, and other conditions as called for on the drawings. Show detailed information on shop drawings. Brection Erection shall comply with SJI and RISC "Specifications ", and maintain work in safe and stable condition during erection. Do not apply any construction loads until bridging and anchorage are completed. The joist manufacturer shall check the system, provide anchorage at bearing ends to resist the net uplift pressure and provide bridging as required to adequately brace the bottom chords against lateral movement under the net uplift pressure. See structural drawings for design wind load and applicable building code. After joist installation, paint field bolt heads and nuts, and welded areas, abraded or rusty surfaces on joists and steel supporting members. Wire brush surfaces and clean with solvent before painting. Use same type of paint as used for shop painting. Inspection where required by local ordinances The general contractor will employ the services of an independent testing laboratory to determine that structural connections are in compliance with the requirements of the Contract Documents. Any areas of non - compliance shall be corrected by the Contractor at his own expense, and the area shall be retested. The Owner will pay all testing charges of the testing laboratory, but the Contractor shall bear all other costs in connection with preparation for and conducting of the structural testing. SECTION 05300; METAL DECKING General Furnish and install painted steel roof decks as indicated on the drawings and as specified herein. Comply with applicable provisicns of the AISI "Specification for the Design of Cold- Formed Steel Structural Members "; AWS "Code for Welding in Building Construction "' SDI "Steel Roof Deck Manual "; except as otherwise indicated. Page 05 -3 Where required for compliance with applicable codes, provide metal deck units listed in UL "Fire Resistive Index ", bearing appropriate UL label and marking. Submittals Submit original shop drawings (lsepia, plus 4 prints) prepared under the direct supervision of a Professional Engineer registered in the State of the project. Shop drawings shall be original work and shall not be contract structural drawings reproduced and/or modified into shop drawings. Shop drawings shall include layout and type of deck units, conditions requiring closure strips, cant strips, cut openings, supplementary framing, and other accessories. Deck anchorage shall be indicated and detailed and shall state the maximum allowable diaphragm shear capacity. Materials Steel shall conform to ASTM A611, Grade C, Typel. Steel shapes shall conform to ASTM A 36. Paint shall be Manufacturer's baked -on rust- inhibitive paint, for application to metal surfaces which have been chemically cleaned and phosphate treated. Fabrication Roof deck shall comply with SDI "Basic Design Specifications ", of gage, width and depth shown. Provide cover plates, closure strips, roof sump pans, cant strips and other accessories as required. Use deck manufacturer's standards unless otherwise shown. Er ion Place deck units and secure to steel supporting members with 5/8" dia. puddle welds spaced to achieve diaphragm shear valve shown on the drawings. Secure units at ends and side laps at spacings recommended by deck manufacturer to provide resistance for grans uplift 15 psf. Provide metal deck diaphragm construction as shown on the Drawings. Place accessory units in accordance with manufacturer's recommendations, unless otherwise shown. No materials shall be suspended from the metal deck in any manner. After decking installation, wire brush, clean, and paint scarred areas, welds and rust spots on top and bottom surfaces of decking units and supporting steel members. Touch -up painted surfaces with the same type of shop paint used on adjacent surfaces. inspection The general contractor will employ the services of an independent testing laboratory to determine that structural connections are in compliance with the requirements of the Contract Documents. Any areas of non - compliance shall be corrected by the Contractor at his own expense, and the area shall be retested. Page 05-4 SECTION 05700: ORNAMENTAL METALS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. The tyre of ornamental metals required include the following: oak rails and brass fittings Shop Drawings: Show complete details and instructions for fabrication, assembly, and installation. Furnish anchor bolts required for installation in other work; furnish templates for bolt installation. Brass and oak railings and handrails A. Provide and install brass and oak railings as detailed. Brass fittings shall be standard stanchion, flush cross, wall flange, ball, and miscellaneous fittings to receive 2" oak horizontals. Fittings by SHIP 'N OUT, LAWRENCE, BRASS SMITH or an approved equal will be acceptable. Preassembly is available through Brass Smith 2625 Walnut Street Denver, CO 80205 (800)662 -9595 (303)296 -8520 Benny Martinez B. All fasteners used to secure brass fittings shall be brass to match the fittings. C. Oak horizontal rails shall be 2" diameter to fit snugly in the brass fittings. Rails shall be clear red oak to match the balance of the running and standing trim and to receive Benjamin Moore "Early American" finish N241 -59. D. 1'!• Brass handrails at steps and 11/2" brass handrails at ramp shall be constructed as detailed using brass tube, brass wall brackets, and brass end fittings. The height and extension of the handrail shall be verified to comply with the building code prior to installation. E. On brass stanchions use either welded construction or "liquid weld" and a brass set screw. 'Liquid weld" is available from Brass Smith. F. Secure all horizontal rails with brass set screw drilled at 45 degrees from horizontal on lower side of fitting. Page 05 -5 DIVISION 6: WOOD AND PLASTICS SECTION 06100: ROUGH CARPENTRY Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Light Framing Standard: Std. gauge metal studs and framing as manufactured by USG or equal. Concealed Boar Lumber: Southern Pine "No. 3" (SPIB), fire treated(WWPA). Plywood Standard: Softwood plywood - Construction and Industrial PS 1 (U.S. Dept. Comm.), APA rated type and grade as indicated and required by given condition. d ood trica , Tele.ho,= .u'. t. PLUGGED INT with exterior glue, thickness as indicated. APA C -D Building Parer: Asphalt Saturated felt, non - perforated ASTM D 226, minimum type 30. Fasteners and Anchorage: Of size, type, material and finish suited to application shown and complying with applicable standards including FS FF -N -105 and FF -W -92 and ANSI B18.6.1. Provide metal hangers and framing anchors of size and type recommended for intended use by manufacturer. Hot -dip galvanize fasteners and anchorages for work exposed to weather, in ground contact and high relative humidity to comply with ASTM A153. Preservative Pressure - Treated Wood: AWPB LP -2, pressure - treated with water -borne preservatives. Treat milers, blocking and similar items in conjunction with roofing and flashing. Treat sills, milers, blocking, furring, stripping and similar items in direct contact with masonry and concrete. Fire Retardant Treated Wood: AWPA C -20 for flame spread less than 25 complying with UL 723. (Use as required by the building code) FRAMING. GENERAL Provide metal or wood framing members of sizes and as shown per structural shts, and frame openings as shown, or if not shown, comply with recommendations sim. to "Manual for House Framing" of National Forest Products Association (NFPA). Do not splice structural members between supports. All loadbearing lumber shall be grade marked. Anchor and nail to comply with "Recommended Nailing Schedule" of "Manual for House Framing" and "National Design Specifications for Wood Construction" published by NFPA. Fireston concealed spaces of wood framed walls,floors, and partitions at the ceiling line. Where firestops are not automatically provided by the framing system used, use closely -fitted wood blocks of nominal 2" thick lumber of the same width as framing members.Spacing as per shts. A5,A6,A6.1 details. STUD FRAMING General: Provide mtl. stud framing of size and spacing indicated. If not otherwise indicated, provide 3 1/2" metal studs, 20 ga., 16" o.c. Plates: Provide single bottom and top plates using 2" thick members with widths equaling that of studs; except provide multiple bottom plates where indicated. Nail or anchor plates to supporting construction. Page 06 -1 Construct corners and intersections with not less than 3 studs. Provide miscellaneous blocking and framing as shown and as required for support of facing materials, fixtures, specialty items and trim. Provide continuous horizontal blocking row at mid- height of partitions over 8' high, using 2" thick members of same width as wall or partitions. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. Provide double jamb studs and headers not less than 4" deep for openings 3' and less in width, and not less than 6" deep for wider openings. FLOOR AND CEILING JOIST FRAMING General: Provide framing of sizes and spacings shown. Install with crown edge up and support ends of each member with not less than 1' " of bearing on wood. Attach to wood bearing members by toe nailing or metal connectors; frame to masonry with wood ledgers bolted to masonry. Frame openings with headers and trimmers supported by metal joist hangers; double headers and trimmers where span of header exceeds 4'. Do not notch in middle third of joists; limit notches to 1/6 depth of joist, 1/3 at ends. Do not bore holes larger than 113 -depth of joist or locate closer than 2" from top or bottom. Provide solid blocking (2" thick by depth of joist) at ends of joists unless nailed to header or bearing member. Lap_nembers framing from opposite sides of supporting members not less than 4" or securely tie opposing members together. Provide solid blocking (2" thick by depth of joist) over supports. INSTALLATION OF CONSTRUCTION PANELS General : Comply with applicable recommendations contained in Form No. E 30F "APA Design /Construction Guide - Residential & Commercial ", for types of construction panels and applications indicated. Fastening Methods: 1. Sheathing and Decking: nail to framing 2. Plywood Backing Panels: nail to supports Carpentry Installation: Standards: Except as otherwise indicated, comply with "Manual of House Framing" by Nat. Forest Prod. Assoc., including nailing, firestopping, anchorage, framing and bracing. Install plywood in accordance with the recommendations of the American Plywood Association (APA). Page 06 -2 • SECTION 06200: FINISH CARPENTRY GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. SUMMARY Definition: This Section includes carpentry work which is exposed to view, is non - structural, and which is not specified as part of other sections. Types of finish carpentry work in this Section include: 1. Exterior running and standing trim. 2. Trash enclosure area gates. 3. T&G ceiling board. Rough carpentry is specified in Section 06100. Finish hardware and wood doors are specified in Division 8 Sections. Architectural wood woodviodi is specified in Section 06400. OUALTTY ASSURANCE Estardig 1dg each piece of lumber with type, grade, mill and grading agency identification; except omit marking from surfaces to receive transparent finish, and submit mill certificate that material has been inspected and graded in accordance with requirements if it cannot be marked on a concealed surface. PRODUCT DELIVERY. STORAGE AND HANDLING Protect finish carpentry materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. • interior finish carpentry materials until painting, wet work, grinding and similar operations which could damage, soil or deteriorate woodwork have been completed in installation areas. S re items for in or use in the installation areas after temperature and humidity conditions are stabilized. If, due to unforeseen circumstances, finish carpentry materials must be stored in other than installation areas, store only in areas meeting requirements specified for installation areas. JOB CONDITIONS Conditioning; Supplier shall advise Contractor of temperature and humidity requirements for finish carpentry installation areas. Do not install finish carpentry until required temperature and relative humidity have been stabilized and will be maintained in installation areas. M • . : • temperature and humidity in installation area as required to maintain moisture content of installed finish carpentry within a 1.0 percent tolerance of optimum moisture content, from data of installation through remainder of construction period. Page 06-3 PRODUCTS WOOD PRODUCT QUALITY STANDARDS Softwood Lumber Standards: Comply with PS 20 and with applicable grading rules of the respective grading and inspection agency for the species and product indicated. Woodworking Standard: Where indicated for a specific product comply with specified provision of the Architectural Woodwork Institute (AWI) "Quality Standards ". Glued -ua Lumber Standard: Comply with PS 56. MATERIALS Nominal sizes : are indicated, except as shown by detailed dimensions. Provide dressed or worked and dressed lumber, as applicable, manufactured to the actual sizes as required by PS 20 or to actual sizes and pattern as shown, unless otherwise indicated. Moisture Content of Softwood Lumber: Provide kiln -dried (KD) lumber having a moisture content from time of manufacture until time of installation not greater than values required by the applicable grading rules of the respective grading and inspecting agency for the species and product indicated. Lumber for Tannsparent Finish (Stained or Clear: Use pieces made of solid lumber stock. .umber for Painted Finish; At Contractor's option, use pieces which are either made of solid lumber stock or use glued -up lumber complying with PS 56 "wet use and certified so by respective grading and inspecting agency for species and product indicated. Exterior Gates and Trim: Lumber complying with the following requirements including those of the grading agency listed with species. Refer to Drawings for items which require transparent (stain) finish. 1. Species: Western Red Cedar, WWPA or WCLIB. 2. Grade: B & Btr. - 1 & 2 Clear, selected for minimum color variation when transparent (stain) finish is required. 3. Texture: Surfaced (smooth). T &G Ceiling Boards: For ceiling finish where indicated, provide standard profile 1" x 6" V-joint tongue and groove boards complying with the following requirements including those of the grading agency listed with species. All T&G ceiling boards shall have transparent finish 1. Species: Southern Pine, SPIB or Poplar, AWI Grade I. 2. Grade: B & Btr.; specially sorted and cut at jobsite, only small, tight knots will be acceptable. 3. Texture: Surfaced (smooth). Miscellaneous Materials; 1. Provide nails, screws and other anchoring devices of type type, size, material and finish required for application indicated to provide secure attachment, concealed where possible, and complying with applicable Federal Specification. 2. Where finish carpentry is exposed on exterior, provide fasteners and anchorages with a hot - dipped zinc coating (ASTM A 153). Provide standard zinc or cadmium coated fasteners and anchors for exterior applications. Page 06-4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXECUTION PREPARATION Condition wood materials to average prevailing humidity conditions in installation areas prior to installing Backprime lumber for painted finish exposed on the exterior. Comply with requirements of section on painting within Division 9 for primers and their application. Pre - Installation Meeting: Meet at project site prior to delivery of finish carpentry materials and review coordination and environmental controls required for proper installation and ambient conditioning in areas to receive work. Proceed with finish carpentry on interior only when required ambient conditions can be properly maintained. INSTALLATION Discard material which is unsound, warped, bowed, twisted, not adequately seasoned, too small to fabricate work with minimum of joints or optimum jointing arrangements, and defective with respect to surfaces, sizes or patterns. Install the work plumb. level, true and straight with no distortions. Shim as required using concealed shims Install to a tolerance of 1/8" in 8' -0" for plumb and level, and with 1/16" maximum offset in flush adjoining surfaces. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. Standing and Running Trim: Install with minimum number of joints possible, using full- length pieces (from maximum length of lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns, miter at corners, to produce tight fitting joints with full surface contact throughout length of joint. Use scarf joints for end - to-end joints. 1. Make exterior joints water - resistant by careful fitting. 2. Apply flat grain lumber with bark side exposed to weather. Gates: Construct as indicated. Assemble with hot - dipped galvanized bolts, nails and screws. Install as indicated. Anchor finish carpentry work to anchorage devices or blocking built -in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Use fine finishing nail for exposed nailings, countersunk and filled flush with finished surface, and matching final finish where transparent is indicated. C1rnsr Paneling. Board -Tvae: Install by concealed nailing. Stagger end joints in random pattern for best visual effect. Install with uniform joints, with only tongued- and - grooved or tightly butted end joints. ADJUSTMENT. CJ.EANINCL. FINISHING AND PROT -CTION Repair damaged, and defective finish carpentry work wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. Clean finish carpentry work on exposed and semi - exposed surfaces. Refer to Division 9 sections for final finishing of installed finish carpentry work. Protection: Provide final protection and maintain conditions necessary to ensure that work will be without damage or deterioration at time of ftcceptance. Page 06-5 SECTION 06400: ARCHITECTURAL WOODWORK Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Extent of each type of architectural woodwork is shown on the drawings and specified herein: The types of architectural woodwork include, but are not necessarily limited to the following: Interior wood door and window frames, stools and trim. Standing and running trim, and milled trim. Interior bead board siding and wainscot. Hardwood treads and risers. FRP paneling. Plastic laminate casework and tops including Hostess Station, Waitress Stations,linen storage cabinet, and office countertop. Sound System Shelf. Corian vanities and tops. Liquor Storage shelving. Office casework. See drawings for extent of work to be supplied and installed by others. Standards; Comply with applicable requirements of the following: "Architectural Woodwork Quality Standards" by AWL Sbop Drawings: Submit shop drawings for each item of architectural woodwork. Samples: Submit finished samples of each wood species and cut indicated for transparent finish; of each material indicated for opaque finish Qmatatandards: For following types of architectural woodwork, comply with indicated standards as applicable: Standing and Running Trim: AWI Section 300 Wood Shelving: AWI Section 600 Miscellaneous Work: AWI Section 700 Casework, Countertops: AWI Section 400 Door and Window Frames: AWI Section 900A Design and Constr cti uon Features: Comply with details shown for profile and construction of architectural woodwork; and, where not otherwise shown, comply with applicable Quality Standards, with alternate details as Fabricator's option. Pre -Cut ODeninas: Fabricate architectural woodwork with precut openings, wherever possible, to receive plumbing fixtures and similar items. Locate openings accurately and use templates of roughing -in diagrams for proper size and shape. Smooth edges of cutouts and, where located in countertops and similar exposures, seal edges of cutouts with a water - resistant coating. easure lyimeats: Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain measurements and verify dimensions and shop drawing details as required for accurate fit. Plastic Laminate; High pressure decorative laminate complying with NEMA LD 3, in color, pattern and finish indicated, or, if not indicated, as selected by Architect from manufacturers' standard products. Conan: Shall be 'h" thick manufactured by DuPont color: Sierra Sandstone. ! • • .! , L!_1_ _,! • ._!.• '! 1/4-• 1 1, _! _ ow d d !R._•• • Custom grade, kiln dried, Red Oak in sizes and profiles indicated. AWI Page 06-6 i 1 Interior tongue and ¢move siding (Bead Board for Dark Stain Finish: AWI Custom grade, kiln dried, clear yellow pine in sizes and profiles indicated. Knots will not be acceptable. 1 Interior milled crown mouldines for Transparent Finish: AWI Custom grade, kiln dried, red oak in sizes and profiles indicated. Kull for minimum color variation. Interior Milled Base for Dark Stain Finish: AWI Custom grade, kiln dried red oak in size and profiles indicated. Hardwood Treads and Risers: AWI Premium grade Red Oak by Harris Mfg. Co. or an approved mill, natural for dark stain finish in shapes and profiles indicated. See Section 09900 for finishing requirements of stairs. All above materials are available through: Turner & Thomas Millwork 2288 Green Hill Road Lugoff, SC 29078 (803)438 -5239 Office Casework: AWI Custom grade, birch plywood, edge banded. Casework may be flush overlay or reveal overlay construction at builder's option. F R.P. Paneling: Fiberglass reinforced plastic panel system complete with all vinyl moldings and trim, adhesive and sealant, meeting the following minimum requirements unless more stringent requirements are imposed by applicable codes: Flame Spread - Less than or equal to 200 Smoke Developed - Less than or equal to 450 Color - Natural Almond with krinkle finish Thickness - 0.09 inches Install in accordance with manufacturer's instructions. Do not use drive rivets in field of panels. Set in full bed of adhesive applied with notched trowel. Use care to assure full coverage, particularly at base of panels. Use silicone sealant only (not vinyl molding) where base of panel abuts top of quarry tile base. Acceptable manufacturers: BP Chemicals, Inc. - Tufliner 8101 - (800)443 -4566 Kemlite - Glasbord - P - (800)435 -0080 Marlite - Class C FRP - 216/364 -7561 Hardware and Accessory Materials: Provide cabinet hardware and accessory materials, including shelving standards to comply with requirements indicated for design, material, finish, manufacturer, etc. Installation; Install architectural woodwork plumb, level and straight with no distortion Shim as required using concealed shims. Scribe and cut woodwork to fit adjoining work. Anchor woodwork to anchors or blocking or directly to substrates, using concealed fasteners. I to dins and Running Trim: Install with minimum number of joints possible using full- length pieces from maximum length of lumber available. Cope at returns, miter at comers. Casework: Install without distortion so that doors and drawers fit openings and are properly aligned. Countertoas: Anchor securely to base units. Bar Assembly: Construct die wall; countertop and upper cabinets are by others. 1 Wood Stora¢a Shelving: Complete assembly of units and install in areas indicated including hardware and accessories. Page 06-7 1 Repair damaged and defective woodwork wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. C jm‘LyLAvo on exposed and semi-exposed surfaces. Refer to Section 09900 for final finishing of installed architectural woodwork. Protection Installer of architectural woodwork shall advise Contractor of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance. Page 06-8 1 1 DIVISION 7: THERMAL AND MOISTURE PROTECTION SECTION 07180: MOISTURE BARRIER Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Submittals: Manufacturer's standard specifications. Moisture barrier under concrete floor slabs to be polyethylene sheet, minimum 6 mil thickness, "Visqueen" or approved equal. Install in accordance with manufacturer's recommendations. Do not install moisture barrier until all under slab work is completed. Inspect and repair moisture barrier just before concrete is poured. SECTION 07200: THERMAL INSULATION Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Submit product data for each form and type of insulation indicated. All insulating materials shall have a flame spread rating of 75 or less and a smoke developed rating of 450 or less when tested in accordance with ASTM E84 unless more stringent requirements are listed for a specific product. Provide insulation thickness indicated, or provide combination of thickness and k -valve required to yield the "R" value indicated. General Building Insu1ationz {eral Fiber Blanket Insulation: ASTM C-665, 1.0 lb. minimum density, Type I (unfaced) and Type III (foil faced). Mechanical Anchors: Type and size recommended by insulation manufacturer. Comply with insulation manufacturers instructions for installation of insulation. Loose Fill Insulationz Provide zonolite fill insulation in the concrete masonry unit cells of all exterior walls. Loose fill shall be poured solid in cells in lifts not to exceed 4' -0" and a parge coat shall be provided to seal cells between lifts. Under Slab Insulationz Provide rigid extruded polystyrene insulation board underneath concrete wearing slab at walk -in freezer as detailed and 2' -0" width at inside of perimeter walls (2" minimum thickness). Insulation shall be 4" thick and shall have a minimum aged "R" value of 20 at 40 °F mean temperature and shall have a minimum compressive strength of 4.0 psi at 10 percent deflection. Perimeter Insulation:, Provide rigid extruded polystyrene insulation board on inside faces of exterior foundations. Insulation shall be 2" thick and shall extend 24" below the floor slab (minimum) and extend 2' -0" width under slab at perimeter walls. Page 07 -1 Roof Insulation: Provide rigid roof insulation of isocyanurate foam board. The uppermost surface of the boards which is in contact with the modified Bitumen 2 ply roofing shall have a factory applied facing of a type recommended by industry standards. The insulation shall comply with FM4450 or UL1256. The "R" value of the insulation shall be a minimum of 19. A. Installation: 1. Secure the insulation to the metal deck using mechanical fasteners. Number of fasteners and fastening pattern shall comply with roofing manufacturer's requirements. 2. Fasteners shall be the approved for use with metal deck and shall have galvanized stress distribution plates. Fasteners shall not be torqued to the point of pressing the stress distribution plate into the board thus forming a depression. 3. Boards shall be applied in single thicknesses with the joints staggered from those of the adjacent row. Joints between boards shall not exceed 1/4". Voids over 1/4" between boards shall be filled. 4. Form crickets as shown on the roof plan to conduct water to the downspouts. Crickets may be formed of the same rigid foam insulation boards or may be formed of tapered units at the Contractor's option. The crickets must form the exact, sharply defined lines shown on the roof plan so that no water stands on the roof membrane. SECTION 07240 EXTERIOR FINISH YSTEM GENERAL SUMMARY A. Section includes: Provide all labor, materials, and equipment necessary to install field applied system and finish coating. B. Related sections: 1. Rough carpentry: Section 06100 C. Description of Systems: 1. The Dryvit system: An exterior insulation and finish system consisting of the Primus /adhesive mixture and /or Hardcoat mixture, Dryvit insulation board, Dryvit reinforcing mesh(es), and Dryvit finish(es), marked by Dryvit System, Inc., One Energy Way, West Warwick, Rhode Island 02893, for use as field - applied and panelized forms. 2. Field - applied Dryvit system: The Dryvit system applied to the substrate system in its final position on the building. The field- applied Dryvit system consists of the Dryvit system and the Sealant system. 3. The Finisher coating: A non - insulated, colored, textured coating, for direct application to substrates. Surface finish shall match brick 1 & 2. Color: Shall match brick 1 & 2 - See drawings and spec. 4. Sealant system: The sealant, backer rod, bond breaker tape, primer and accessories. Page 07 -2 1 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer shall have marketed this exterior insulation and finish system in the United States for at least five years and shall have at least 1,000 completed projects. 2. The applicator, panel fabricator and insulation board manufacturer shall be approved by Dryvit Systems, Inc. B. Design and detailing: 1. General: At all locations the insulation board shall be encapsulated by the Lamina or Substrate, and shall be separated from the interior off the building by a thermal barrier having at least a 15- minute finish rating. 2. Deflection of substrate systems shall not exceed L/240. 3. Substrates shall be acceptable to Dryvit Systems, Inc. prior to application. The approved applicator shall verify that the proposed substrate is acceptable to the applicable regulatory authorities prior to application of the systems. 4. Substrate systems shall be engineered with regard to structural performance. 5. Dryvit expansion joints are required at building expansion joints, at panel joints, where substrates change, and where significant structural movement occurs. 6. Follow Dryvit System, Inc.'s published details and specific recommendations for this Project. C. Approvals, listings and classifications 1. The Lamina and Dryvit insulation board shall be classified by UL. 2. The Dryvit system shall be approved by Factory Mutual as listed in the Factory Mutual Approval Guide. 3. The Dryvit system shall be approved as described in the following documents: a. ICBO Research Committee Report No. 2728 4. The Dryvvit system shall meet the requirements off H.H.S. Technical Bulletin No. 30. SUBMITTALS A. Submit one 2 x 4 foot sample of the Dryvit system for finish, color and texture, using same tools and techniques as for actual Project. B. Submit complete shop drawings for Dryvit panels including erection drawings and details. Page 07 -3 PRODUCT HANDLING A. Deliver all materials in original unopened packages with labels intact. 1 l B. Store all materials protected from weather and at temperatures not less than 40F. PROJECT CONDITIONS A. Ambient air temperature shall be 40° F or greater and rising at the time of installation and shall remain at 40° F or greater for at least 24 hours after application. B. Adjacent materials and the Dryvit system shall be protected during installation while curing and /or unattended from weather and other damage. PRODUCTS GENERAL A. All components of the Dryvit system shall be obtained from Dryvit System, Inc. or its authorized distributors. MATERIALS A. Primus /adhesive: An acrylic -based product. B. Hardcoat: An acrylic -based product for use as a component of the base coat for impact - resistant Lamina. C. Insulation board: 1. Nominal 1.0 pcf, aged expanded polystyrene meeting the specifications of Dryvit System, Inc. 2. Flamespread and smoke development shall be less than or equal to 25 and 450 respectively when tested by ASTM E84. 3. Maximum size shall be 2 x 4 feet. 4. Minimum thickness shall be 3/4 inch. D. Standard reinforcing mesh: a balanced, open weave, treated glass fiber mesh. E. Panzer mesh: A balanced, treated, heavy glass fiber mesh. 1. To 6' -0" above slab at all sides. (To 6' -0" above exterior dock & stair.) 2. Behind ladder to mechanical roof - See Architectural drawings. F. Dryvit finish: An acrylic- based, factory based coating having integral color and texture as required to achieve the selected texture types. 1. Texture - Sandblast Page 07 -4 2. Color - To match brick 1 & 2. G. Lamina: Classified by UL as having a flame spread of 25 or less when tested by ASTM E84. H. Dryflex: Apply as per Dryvit requirements at high moisture areas. INSTALLATION EXAMINATION A. Examine surfaces to which dryvit is to be applied. Correct unsuitable conditions before proceeding with installation. INSTALLATION A. Dryvit system: 1. Insulation board: a. General: Insulation board shall be applied with its joints offset with respect to substrate joints using a running bond pattern. Joints shall be staggered and interlocked at corners. b. Primus /adhesive mixture: Ribbon and dab method: Apply 2 inches wide x 3/8 inch thick ribbon of adhesive mixture to entire perimeter of one face off insulation board with trowel. Apply eight 4 inch diameter x 3/8 inch thick dab of adhesive mixture equally spliced in two rows, to the area inside the perimeter ribbons. Notch trowel: Apply beads of adhesive mixture to entire surface of one face of insulation board using trowel meeting Dryvit System, Inc.'s specification. Apply 2 inch wide x 3/8 inch thick dabs of adhesive mixture to entire perimeter of same side with trowel. This method shall be used for sheathing substrates only. Push box: Apply beads and ribbons of adhesive mixture in accordance with Dryvit System Inc.'s application Bulletin No. 81 -2. c. Take prepared insulation board to substrate and mountt on substrate. Tamp board using even pressure to produce uniform contact and bond. Make surface flat by using straight edge to align edges of adjacent insulation boards. Let dry 24 hours. Sand high areas if any, to produce level surface. 2. Base coat: a. General: Inspect surface for flatness, damage and deterioration due to weathering and repair prior to application of base coat. b. Standard base coat: Apply 1/16 inch thick coat of adhesive mixture to entire surface of insulation board. Immediately embed standard reinforcing mesh into wet adhesive and smooth surface until mesh is not visible. Lap mesh edges 2 -1/2 inches minimum on all sides. Allow to dry 24 hours. Page 07 -5 c. Panzer mesh base coat: Apply 3/32 inch thick coat of adhesive mixture to entire surface of insulation board. Immediately embed Panzer mesh into wet adhesive mixture and smooth surface until mesh is not visible. Adjacent Panzer mesh pieces shall be butted. Allow to dry 24 hours. Apply one Layer of standard base coat to Panzer mesh layer as specified in sub- paragraph b., above. d. Hardcoat and double mesh base coats: Apply in accordance with Dryvit System, Inc.'s latest published detailed installation instructions. 3. Dryflex: a. Provide at all high moisture areas. B. The Finisher coating: Apply to prepared substrate in accordance with corresponding Dryvit Finish type. END OF SECTION SECTION 07510: SINGLE PLY ROOFING Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Extent of roofing is shown on the drawings and specified herein. Work to include all required roofing including all curbing and flashing. Coordinate with mechanical and plumbing contractors for curb and penetration requirements. QUALITY ASSURANCE: Subcontract the roofing and associated work to a single firm, called the Installer in this section, specializing in the type of roofing required, so that there will be undivided responsibility for the performance of the work. JOB CONDITIONS: Proceed with roofing work only after substrate construction and penetration work have been completed. Pre - roofing Conference: Meet at the project well in advance of the time scheduled for roofing work, and review requirements for the work and conditions which could possibly interfere with successful performance of the work. Require every party who is concerned with the work, or required to coordinate with it or to protect it thereafter, to review requirements of the work. Weather Conditions: Proceed with roofing work only when weather conditions are in compliance with manufacturer's recommended limitations, and when conditions will permit the work to proceed in accordance with requirements and the manufacturer's recommendations. SINGLE PLY ROOFING SYSTEM: Provide all labor, material, and equipment required to install the single ply roofing system. Roofing system: One of the following mechanically attached single ply roofing systems. The installation shall qualify for a UL Class A rating. A. Duro -Last, Inc., 37 mil CPA Page 07 -6 B. Bondcote Roofing Systems, 40 mil NBP C. JPS Elastomerics Corp., 45 mil CSPE (Hypalon) D. Burke Industries, 45 mil CSPE (Hypalon) Additional requirements: A. The applicator shall be licensed and authorized by the manufacturer to install the product and shall furnish written evidence to that effect. B. Compatibility with the actual rigid insulation system supplied shall be verified by the applicator prior to installation of the roof insulation. C. Flashing material shall be of the same fabric as the roofing membrane, unless specified as a thicker material by the manufacturer. D. Fasteners shall be screw and plate type as recommended and approved by the manufacturer of the roofing membrane. Installation: A. Inspect the surface of the installed insulation board. The substrate shall be clean and free of gaps and irregularities. No more insulation shall be installed than can be covered by the end of the day or before the onset of adverse weather conditions. B. Install the single ply roofing membrane using mechanical fasteners in accordance with the instructions of the manufacturer. C. Install factory pre - fabricated base flashings, parapet flashings, and curb flashings in accordance with the manufacturer's instructions. D. Apply single ply roofing membrane over the inside face of the exposed parapet wall and mechanically attach or adhere the membrane to the wall as approved by the manufacturer of the membrane material. The membrane shall extend over the top of the wall and be mechanically fastened in a solid bed of mastic in accordance with the manufacturer's recommendations. E. Joints in the roofing membrane shall be hot -air welded. In addition, joints may be sealed if so specified by the manufacturer. F. Provide pre- fabricated membrane flashing for pipes, conduit, refrigerant lines, and vents which penetrate the single ply roofing in accordance with manufacturer's recommendations. G. Provide walk pad material around service sides of roof top units and at roof hatch. Use only walk -pad materials recommended by roof membrane manufacturer. If walk pads are provided of a different size than shown on the roof plan, provide pads of an equivalent area. Submittals: A. Submit the manufacturer's standard data and installation instructions for the roofing system to the Architect for approval. If some components are supplied by a manufacturer other than that of the membrane, submit information on those components for approval also. Submit information on all fasteners for approval. Guarantees: A. Provide a minimum 15 year No Dollar Limit material and labor warranty. The warranty shall be issued by the manufacturer of the membrane system. BUILT -UP ROOFING SYSTEM Drawings and $eneral provisions of contract, including General and supplementary conditions and Division -1 Specification sections apply to work of this section. Work to include all required roofing to building, including all insulation, pitch pockets, curbing and flashing, mopping -in and roofing at penetrations, curbs and roof mounted equipment and stripping in of roof. Page 07 -7 Work to be by Landlord's designated roofing contractor under contract with General Contractor. Review and coordinate all curb work, penetrations, and structural reinforcing required, if any, with Landlord and obtain written confirmation that all roofing details comply with requirements of Roof Warranty at project site. Coordinate with mechanical and plumbing contractors for curb and penetration requirements. Product Data: Submit specifications, installation instructions and general recommendations from manufacturers of built -up roofing system materials, for types of reroofing required. Include data substantiating that materials comply with requirements. Quality Assurance: Subcontract the roofing and associated work to a single firm, called the Installer in this section, specializing in the type of roofing required, so that there will be undivided responsibility for the performance of the work. Classification: UL class A rating and Factory Mutual Requirements for classification per code, including wind uplift resistance. Job Conditions: Proceed with roofing work only after substrate construction and penetration work have been completed. Pre- Roofing Conference: Meet at the project well in advance of the time scheduled for roofing work, and review requirements for the work and conditions which could possibly interfere with successful performance of the work. Require every party who is concerned with the work, or required to coordinate with it or to protect it thereafter, to review requirements of the work. Weather Conditions; Proceed with roofing work only when weather conditions are in compliance with manufacturer's recommended limitations, and when conditions will permit the work to proceed in accordance with requirements and the manufacturer's recommendations. Roof Insulation: General: Provide insulating material to comply with requirements indicated for material and compliance with referenced standards; in sizes to fit applications indicated, selected form manufacturer's standard thicknesses, widths and lengths. Match existing adjacent tenant roof total thickness in place only at connection, otherwise as per drawings (verify). Roof insulation: Polyisocyanurate Foam Board Insulation: Rigid boards of minimum 2.01b. /cu. ft. density polyisocyanurate based foam coie, permanently bonded to roofing felt facer sheets. (Provide thickness as per drawings.) Install insulation system in layers with joints staggered between rows and layers. Mechanically fasten first layer per FM for Windstorm Resistance classification per code. Adhere second and top layer in solid asphalt. MBS Flashing and Stripping: Provide MBS flashing at cant strips and other sloping and vertical surfaces, and at roof edges, and at penetrations through roof. Bitumen: Roofing asphalt, complying with ASTM D 312, Type II, III or IV, for application of second layer insulation, insulation crickets, tapered insulation edge, and fiber cants. Page 07 -8 Adhesive for Bonding Insulation: Type recommended by insulation manufacturer and complying with fire resistance requirements. Mechanical Anchors: As recommended by insulation manufacturer for deck type, and complying with fire, code and insurance rating requirements. Existing Built -Up Roofing System: Roofing and insulation only at existing adjacent building shall be compatible with new roofing in place for manufacturer, type, design, wind uplift requirements and fire resistance ratings. Composition flashing and Stripping; Provide composition flashing and stripping at edges and interruptions of roofing as required and matching adjacent roof system in place. All roofing work to be by Landlord's designated roofing contractor. Asphalt Built -up roofing system: General: Provide built -up roof system with asphalt bitumen and 4 plies glass -fiber mats for lay -up as indicated. Ply felts: 4 plies of asphalt- impregnated glass -fiber mats, complying with ASTM D 2178, Type Iv. Bitumen: Roofing asphalt, complying with ASTM D 312, Type III for innerply moppings and SBS flashings. Manufacturers: One of the following: GAF Corporation. Manville building Materials Corp. Owens-Corning Fiberglas Corp. BUR Edge /Penetration Materials: APP Torched NIBS: Provide a torch applied APP Type Modified Bitumen Sheet (MBS); Manufacturer: "Brai SP-4" by U.S. Intec, "Rubberoid" by GAF, or "Poly 4" by Nord Bitumi. Coat with fibered aluminum coating. SBS Mopped MBS: Provide a mop applied, SBS Type Modified Bitumen Sheet (SBS). Manufacturer; "Awaplan Premium" by Tamko, "Derbigum 250" by Owens- Corning, "Rubberoid" by GAF, or "Dynaflash" by Manville. APP Torched MBS shall be used as two- component system at perimeter masonry walls. APP torched or SBS moped MBS may be used at other flashings locations and for strip -in at penetrations, using one component. SBS mopped MBS shall be used where required for walkways and expansion/relief joints. Roofing Cement: Asphaltic cement; comply with ASTM D 2822. Glass fiber Fabric: 1.5 -1b. (min.) sheet, of woven glass fiber, impregnated with asphalt (ASTM D 1668). Lead Flashing: 2 -1/2 lb. to 41b. sheet of common desilverized pig lead. Inspection: Installer must examine the surface condition of the substrate and the conditions under which roofing work is to be performed and notify the Contractor in writing of unsatisfactory conditions. Do not proceed with Page 07 -9 the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Installation: Install cant strips and similar accessories as indicated and as recommended by roofing system manufacturer. Shingle Multiple plies of roofing, unless otherwise required by felt manufacturer's instructions. Install in strict accordance with manufacturers instructions and recommendations of NRCA. Confinement of Materials: Do not allow fluid and plastic materials to spill or migrate beyond surfaces of intended application. Performance: It is required that roofing work be watertight for normal weather exposures, and not deteriorate in excess of normal weathering. Contractor shall guarantee roof system per industry standards as a minimum requirement. Roofing Accessory Installation: General: Install accessory items where shown or specified, complying with combined instructions and recommendations of accessory manufacturer and primary roofing materials manufacturer. Protection: Installer shall advise the contractor (in writing) of recommended protection for roofing during the remainder of the construction period, so that the work will be without damage or deterioration (except for normal weathering) at the time of acceptance. END OF SECTION SECTION 07600: FLASHING AND SHEET METAL Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Fabricated Sheet Metal: Conform to profiles and sizes shown, and comply with "Architectural Sheet Metal Manual" by SMACNA, for each general category of work required. Sheet Metal Copings Metal flashing and counter flashing Provide 26 ga. galvanized sheet steel copings. Metal shall be paint grip quality. Joints in coping shall have overlay covers, not overlap joints. Secure covers with cleats. No exposed fasteners will be allowed. Corners of copings will be shop fabricated or field fabricated with lock seams or welded joints. Overlapped joints at corners will not be acceptable. Copings shall not depend on roofer's cement for water - tightness. Provide 26 ga. galvanized counter fleshings where indicated. Embedded Flashing Materials as follows: Page 07 -10 Copper Fabric Laminated Wall Flashing: Copper sheet weighing 3 oz. per S.F. bonded with asphalt between two layers of glass -fiber cloth. Copper fabric by AFCO Products Inc. or York copper fabric flashing by York Mfg.. See Section 04200 Installation: Anchor work in place with noncorrosive fasteners, adhesives, setting compounds, tapes and other materials and devices as recommended by manufacturer of each material or system. Provide for thermal expansion and building movements. Comply with recommendations of "Architectural Sheet Metal Manual" by SMACNA. Seal moving ioints in metal work with elastomeric sealants. Performance: Water - tight/weatherproof performance of flashing and sheet metal work is required. SECTION 07700: ROOF SPECIALTIES AND ACCESSORIES Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Extent of roof hatches and condensing unit equipment curbs is indicated on drawings and by provisions of this section. Standards: Comply with SMACNA "Architectural Sheet Metal Manual" details for fabrication of unite, including flanges and cap - flashing to coordinate with typo of roofing indicated. Comply with "NRCA Roofing and Waterproofing Manual" details for installation of units. Prefabricated Roof hatches: 2'-6" x 3' -0" unit with integrally insulated curbs and hatch door, 1" thick fiber sandwiched insulation, sponge neoprene gaskets; hardware including self - lifting mechanism, hold -open devices, padlock hasp and exterior latch handle; metal counterflashing; fabricated from the following materials: Zinc - coated steel sheet, prime painted. Manufacturer: Subject to compliance with requirements, provide prefabricated roof hatch units by one of the following: Bilco Co.; New Haven, CT Bohem Skylites, Inc.; Burlington, NJ Naturalite, Inc.; Garland, TX Milcor, Inc.; Lima, OH Wasco Products, Inc.; Sanford, ME Installation: Where flanges and bases, of units set directly on roof or deck construction, set in a bed of roofing cement or mastic sealant. Coordinate installationwith deck construction, insulation, roofing and flashing work, to provide waterproof and weatherproof installations, in accordance with construction Details of NRCA Roofing and Waterproofing Manual. Page 07 -11 Separate dissimilar metal by coating surfaces with bituminous coating or other permanent separation. Prefabricated Roof Curbs: For rooftop condensing unit curbs, provide prefabricated galvanized steel curbs in lengths indicated. Manufacturer: Pate model ES -2 or equal product of other manufacturer. The Pate Company, (800)243- 3018. Installation: Mount curbs on steel angle supports and install steel shims or wood blocking from top of support angles to bottom of steel deck as indicated. SECTION 07900: JOINT SEALERS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Extent of each form and type of joint sealer is indicated on drawings and by provisions of this section. The applications include, but are not necessarily limited to, the following: Pavement and sidewalk joints. Brick control joints. Interior tile joints. Window and door frame perimeters. Flashing reglets and joints. Interior wall /ceiling joints. Sealing countertops and plumbing fixtures. Top of base at bead board. Base of columns at sills of low walls. Top of awnings to face of wall. Top of chair rail. Door casings and window casings. Bottom of wood base sitting on paver tile. Submittals: Provide product data and standard color selection chart. Compatibility; Provide joint sealers, joint fillers and other related materials that are compatible with one another and with joint substrates under service and application conditions as demonstrated by testing and field experience, Elastomeric Sealants: 2- Component Polyurethane Sealant: FS TT- S- 00227, Class A, Type 1 (self - leveling), except Type 2 where joints are not horizontal.b Mildew- Resistant Silicone Rubber Sealant: Silicone rubber- based, one -part elastomeric sealant, complying with FS TT- S- 0021543, Class A; compounded specifically for mildew resistance and recommended by manufacturer for interior joints in wet areas; passing ANSI A136.1 test for mold growth. Silicone Sealant: One -part nonacid - curing silicone sealant complying with ASTM C920; Type S, Grade NS, Class 25, for uses indicated. Non- Elastomeric Sealants and Caulking Compounds: 1- Component Acrylic Sealant: FS- TT- S- 00230, Class B, Type II, solvent based, solids 959 acrylic. Miscellaneous Fillers and Joint Materials: Manufacturers recommended joint pruner /sealer, bond breaker Page 07 -12 _.........te.;(fr..r i�i•<irP�i?)<�N- �1'q �f ?= (�1..�.`„it� a�4¢ i�q5� '. . tape and sealant backed rod. Masonry Control Joints: Shall be "buff" color similar to Tremco Dymeric. Sidewalk Joints Shall be "light gray" color similar to Pecora Dyna Tred. Installation: Clean joint surfaces prime and apply per sealant manufacturer's printed installation instructions applicable to products and applications indicated. Schedule of Sealants: The following schedule indicates the locations where sealants are to be installed in exterior building wall joints and interior joints. Refer to drawings for additional locations. Two- Component Polyurethane Sealant: Horizontal joints in pavements and tile floors. Masonry control joints. One- Component Acrylic Sealant: Window and door frame perimeters. (exterior) Flashing reglets and joints Mildew- Resistant Silicone Rubber Sealant: (interior use only) Prefinished wall panels (FRP) and wall base intersections. (clear) Lavatory countertops (as required) (off white) Joints at plumbing fixtures, sinks, lave., etc. (white) At perimeter ceiling grid at (FRP). (clear) Silicone Sealant (clear): Top of Awnings to face of wall At top of wood base, base of columns sitting on low walls, top of chair rails, door casings and window casings. Hollow metal to drywall and masonry. Bottom of wood base sitting on paver tile. DIVISION 8: DOORS, WINDOWS AND GLASS SECTION 08100: HOLLOW METAL WORK Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Standards: Comply with Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" (SDI -100) - Steelcraft, Ceco, Amweld, Republic or Curries. Submit: Shop drawings and manufacturer's standard details and specifications. Fire -Rated Assemblies: Provide units that display appropriate UL or FM Iabels for fire- rating indicated. Doors: Thickness and tvpe: 1'k " thick seamless flush doors with 14 gage lock and hinge rails. Interior doors: 20 gage ASTM A 366 or A 568 cold - rolled steel. Exterior doors: Insulated 16 gage zinc- coated steel complying with ASTM A526 or drawing quality,ASTM A 642,hot dipped galvanized in accordance with ASTM A 525, with A 60 or G60 coating designation, mill phosphatized. Frames: Tvpe: welded construction with mitered corners. Interior frames: 16 gage. Exterior frames: 16 gage, galvanized as for exterior doors. Anchors and Accessories: Manufacturer's standard units. Use galvanized item for units built into exterior walls, complying with ASTM A153. Provide rubber silencers in all door frames. Fabrication; Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. Prepare steel doors and frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A115 "Specifications for Door and Frame Preparation for Hardware ". Shop paint exposed surfaces of hollow metal units, including galvanized surfaces, using manufacturer's standard baked on rust inhibitive primer. Provide galvanized louvers for doors as indicated, prime painted. Installation: Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings (if any). Fit doors to frames and floors with clearances specified in SDI -100. Install fire-rated units in accordance with NFPA Std. No. 80. Note: The above materials are in stock and can be obtained under a national account program from: Girtman - McDougall Corporation 2701 Delaware Avenue (P.O. Box 90447 Nashville, TN 37209 Charles Girtman, Paula Stinson (615)320 -5522 (615)321 -5859 (fax) Page 08 -1 1 1 1 1 SECTION 08210: WOOD DOORS AND SIDELIGHTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Furnish all wood doors indicated and specified herein in accordance with NWMA and AWI quality standards. Install in accordance with manufacturer's instructions. Provide a 2 -year warranty. Standards: Comply with requirements of ANSI/NWMA I.S. 1 and Section 1300 of AWI "Architectural Woodwork Quality Standards" except as otherwise indicated. 1 Warranty: Provide 2 -year warranty. 1 1 1 1 1 1 Materials: Exterior and Interior Solid Core Stile and Rail Doors and Sidelites for Transparent Finish: Species: clear red oak Grade: Premium Core Construction: Stile and rail, dowel construction only, no exception. Glazing :, Provide �W" clear tempered glass inserts and raised wood panels of style and profiles indicated. Msnufacturer• Turner & Thomas Millwork 2288 Green Hill Road Lugoff, SC 29078 (803)438 -5239 Stiles and Ton Rail: Not less than 5 3/8" wide. Bottom Rail: Not leas than 9 3/8" wide. Job Site Finished Doors: See painting sections in Division 9 of these specifications for requirements for finishing wood doors. Installation; Job -Fit Doors: Fit doors to frames with uniform clearances and bevels to dimensions indicated in referenced standards. Machine doors for hardware indicated. Seal cut surfaces after fitting and machining. Note: The above materials are in stock and can be obtained under a national account program from Girtman - McDougall Corporation 2701 Delaware Avenue (P.O. Box 90447) Nashville, TN 37209 Charles Girtman, Paula Stinson (615)320 -5522 (615)321 -5859 (fax) Page 08 -2 1 SECTION 08410: ALUMINUM STOREFRONT WINDOW Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Provide aluminum storefront windows as indicated including: Storefront type framing system. Standards: "Entrance Manual" by NAAMM and other standards by NAAMM, AA/VIA and AA apply to the work, except as otherwise indicated. Storefront Framing System: Kawneer TRI FAB II 451 or approved equal. Storefront windows shall be constructed of 2" x 41h" aluminum "C" slot type sections with a dark bronze anodized Class II finish. Minimum thickness of aluminum shall be 1/8 ". Slots shall receive 1" thick double pane insulating glass. National Pricing on Kawneer available from: Georgia -Oklahoma Glass Georgia - Carolina Glass PO Box 202 PO Box 256 Ozark, MO 65721 Powder Springs, GA 30073 (417)485 -6806 (404)943 -4467 Fasteners shall have a matching finish. For glass and glazing of storefront framing see section 08800. Installation: Comply with manufacturer's instructions and recommendations. Set units plumb and level, accurately aligned and securely anchored. SECTION 08700: BUILDERS HARDWARE Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. General Hardware Requirements: Furnish all finish hardware as required but not limited to butts, locksets, closures, stops, thresholds, silencers, weatherstripping, cylinders (master keyed), pushers, pulls, kick plates, panic exit devices, etc. Provide panic hardware in accordance with local code requirements. Submit Final Hardware Schedule organized by "Hardware Sets" to indicate to specifically the product to be furnished for each item required on each door. For fire -rated onenines provide UL tested and listed hardware (NFPA Standard 80). Finish and Base Material Designations: Finishes: 26D in backhouse; US3 in Public Areas. Hardware Mounting Heights; Door and Hardware Institute "Recommended Locations for Builders Hardware ". Page 08 -3 Manufacturer's Reference List: Hinges: Stanley, McKinney, Hager (full mortise NRP at exterior doors.) Locks: Sargent; Russwin Corbin (orbit style; 6 pin cylinder) in functions indicated or required. Overhead Closers: (heavy duty type) LCN, Sargent, Russwin, Dorma (mount closers with matching screws and grommets bolted thru door) (covers and arms to be US3. Field painting not acceptable). Stops and Holders: Sargent, Ives, Hager, Rockwood. Push/Pull/Kick/Flush Bolts: Triangle Brass, Quality, Hager, Rockwood. Thresholds: Zero, National Guard, Hager, American Safety Tread, Pemko. /alarmed Exit Devices: Alarm Lock, Detex. Exit Devices: Sargent, Von Duprin, Precision Hardware, Inc. (per code requirements). Weatherstripping: Zero, National Guard, Hager, Pemko. Size and mount units to comply with manufacturer's recommendations for the exposure condition. Reinforce the substrate as recommended. Install each hardware item to comply with manufacturer's instructions and recommendations. Set thresholds for exterior doors in full bed of butyl -rubber or polyisobutylene mastic sealant. Remove excess sealant and clean adjacent surfaces. Provide construction cylinders only in locksets. Permanent locksets will be furnished and installed by Owner. Construction cylinders to remain in place until Owner recores them. Keying: Keying to be as directed by Owner's instruction. Provide keys in quantities to be established by Owner. HARDWARE SCHEDULE: Group A: Doors 1, 2 3 EACH HINGE 1 EACH CLOSER 1 EACH EXIT DEVICE 1 EACH CYLINDER 1 EACH PUSH PLATE 1* EACH PULL PLATE W /CYLINDER HOLE 1 EACH PULL 1 EACH THRESHOLD 2 EACH KICKPLATE 1 EACH WEATHERSTRIP 1 EACH SILL * Coordinate cylinder cut out with panic Group B: Door 3 3 EACH 1 EACH 1 EACH 3 EACH 1 EACH 2 EACH 3 EACH HINGE CLOSER PUSH PLATE PUSH BARS PULL KICKPLATE SILENCERS FBB179 41 x 4' NRP US3 7600/4600 DS SN1 FCOV US3 9898 US3 34 6PIN US3 30S 3" x 12" US3 30S 3 W x 15" US3 NL (1- IA ") 4G US3 324 x 36" 10 -24 MS & LA #190S 8x34 US3 NL 110NDKB 1/36"x2/841 116N 36" AL device. FBB179 41/2 x 41/2 US3 7600/4600 DS SN1 FCOV US3 30S 3" x 12" US3 NL 2201 x 32" x TB US3 NL 340 31/2" x 151 US3 NL #190S 8 x 34 US3 NL 307D GREY STANLEY DORMA SARGENT SARGENT HAGER HAGER HAGER NATIONAL GUARD HAGER NATIONAL GUARD NATIONAL GUARD STANLEY DORMA HAGER QUALITY HAGER HAGER HAGER Page 08-4 Group C Door 4, 14 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 'ONLY 1 ONLY 2 EACH 1 EACH 1 EACH 1 EACH HINGE CLOSER EXIT DEVICE CYLINDER CYLINDER EXIT ALARM THRESHOLD DR. 4 THRESHOLD DR. 14 KICKPLATE WEATHERSTRIP SILL WALL STOP (DOOR 14 ONLY) FBB179 41 x 41 NRP US3 7600/4600 PA SN1 FCOV US3 9898US3 34 6PIN 26D 34 6PIN US3 EA500 AL 324 X 36" 10 -24 MS & LA 896 X 36" 10 -24 MS & LA #190S 8 X 34 US3 NL 110NDKB 1/36 "x2/84" 116N 36" 236W US32 D STANLEY DORMA SARGENT SARGENT SARGENT DETEX NATIONAL GUARD NATIONAL GUARD HAGER NATIONAL GUARD NATIONAL GUARD HAGER NOTE: Detex Alarm is shipped with a sign "Emergency Exit Only, Alarm will Sound ". in a conspicuous location. Group D: Door 5 1 EACH HINGE 1 EACH PULL PLATE 1 EACH VIEWER 2 EACH CYLINDER 1 EACH. EXIT DEVICE 1 EACH CLOSER 1 EACH THRESHOLD 1 EACH WEATHERSTRIP 1 EACH SWEEP 1 EACH KICKPLATE (Mount inside) 1 EACH REMOTE ALARM ROTON 780 -224 HD 4110 -4 x US26D 698 B26D 34 6PIN US26D 9898 US26D 7600/4600 PA SN1 AL 815M - 5" 160A 1/44 "x2/84" US28 101AV 44" US28 #190S 36 x42 US32D EA2500 (FLUSH MOUNT) w/ transformer PP- 5152 -3 1 EACH MAGNETIC SWITCH MS -2049F (Mortise into head of door & frame) 3 EACH SILENCERS 307D GREY 1 EACH FLOOR STOP 267F US32D Group E: Door 6 3 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGE LATCHSET DEADBOLT WALL STOP SILENCERS Group F: Door 7 3 EACH HINGE 1 EACH DEADBOLT 1 EACH LOCKSET 1 EACH FLOOR STOP 3 EACH SILENCERS FBB17941x4' NRP 26 D 6U15 OB 26D 485 26D 236W 32D 307D GREY FBB179 41/2 x 41 26D 485 26D 65G05 26D 243F US32D 307D GREY Mount this sign HAGER QUALITY IVES SARGENT SARGENT DORMA AMER. SAFETY TREAD NATIONAL GUARD NATIONAL GUARD HAGER DETEX DETEX HAGER HAGER STANLEY SARGENT SARGENT HAGER HAGER STANLEY SARGENT SARGENT HAGER HAGER Page 08 -5 1 Group G: Doors 8,9 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH 2 EACH 3 EACH Group H: Door 10 3 EACH 1 EACH 1 EACH 1 EACH 3 EACH Group I Door 11 3 EACH 1 EACH 1 EACH 1 EACH 3 EACH Group J: Door 12 1 EACH 1 EACH 1 EACH 1 EACH 3 EACH HINGE CLOSER PULL PUSH PLATE WALL STOP KICKPLATE SILENCERS HINGE PASSAGE DEADBOLT FLOOR STOP SILENCERS HINGE CLOSER LOCKSET WALL STOP SILENCERS HINGE LOCKSET CLOSER VIEWER SILENCERS Group K: DOOR 13 3 EACH HINGE 1 EACH LOCKSET 1 EACH WALL STOP 3 EACH SILENCERS FBB179 41 x 41 US3 7600/4600 PA SN1 FCOV US3 340 31 x15" US3 NL 30S 4" x 16" US3 NL 236W US3 #190S 8 x 34 US3 NL 307D GREY FBB179 4' x 41/2 NRP 26D 6U15 OB US26D 485 26D 243F 26D 307D GREY FBB179 41/2 x 41 26D 7600/4600 PA SN1 AL 28 -65U65 KL 26D 236W US32D 307D GREY ROTON 780 -224 HD 6G04 OB 26D 7600/4600 PA SN1 AL 698 B26D 307D GREY FBB179 41/2 x 41/2 NRP 26D 6G04 OB 26D 236W US32D 307D GREY Group L: 2 EACH BAR DIVIDER 780 8 EACH COAT HOOK 815 STANLEY DORMA HAGER HAGER HAGER HAGER HAGER STANLEY SARGENT SARGENT HAGER HAGER STANLEY DORMA SARGENT HAGER HAGER HAGER SARGENT DORMA IVES HAGER STANLEY SARGENT' HAGER HAGER BRASS SMITH BRASS SMITH Coat hooks to be mounted at 5'6" AFF to bottom of hook on bar dining side on columns per detail SD -9. Bar divider to be located on bar per drawings B1-84. Note: The above materials are in stock and can be obtained under a national account program from Gutman - McDougall Corporation 2701 Delaware Avonue (P.O. Box 90447) Nashville, TN 37209 Charles Girtman, Paula Stinson (615)320 -5522 (615)321 -5859 (fax) Page 08 -6 SECTION 08800: GLASS AND GLAZING Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Extent of glass and glazing is shown on drawings and noted herein. Types of glazing in this section include glass and glazing for: Hollow metal /storefront windows. Entrances, sidelights, and other doors, not indicated as "preglazed ". Prime Glass Manufacturer: One of the following for each type /color of glass: ASG Industries, Inc. C -E Glass Division Ford Glass Company Libbey- Owens -Ford Company PPG Industries, Inc. Standards: Provisions of this section are specified for general compliance with the following standards, which are applicable except as otherwise indicated: Prime Nonprocessed Glass: FS DD-G -1403 Heat Treated Glass: FS DD-G -1403 CPSC Safety Glass: 16 CFR 1201. ANSI Safety Glazing: ANSI Z97.1 Submittals; Submit manufacturer's product specifications and handling /installation/ protection instructions for each type of glass and glazing material required. Glass Types and Qualities; Float/P1ate Glace Quality q3; clear; thickness indicated, S4" if not otherwise indicated. Temp Glass: Provide prime glass type indicated, which has been treated to strengthen glass in bending to not less than 4.5 times annealed strength. insulating Glass; Provide 1" thick double pane insulating glass in all aluminum frame windows. Each pane shall be '4" thick clear plate or float glass. Where indicated on the building elevations, glass shall be etched. Etched glass can be obtained from the suppliers listed at the end of this section. A drawing of the etched glass pattern is available from Applebee's International, (913)967 -4000 (Kristen Waitzmann or Zack Marquardt). Etching shall be placed on the inside surface of the outer pane of glass. T ar nsparent Mirror Glass: (Office door) 1/4" thick tempered transparent mirror glass designed to permit viewing out of kitchen but to limit or reduce visibility from kitchen into office. Sealant -Type Glazing Materials: General: Provide colors indicated or as selected by Architect, black if not otherwise indicated/selected. Except as otherwise indicated, comply with manufacturer's recommendations for selection of hardnesses and other product variations to meet compatibility requirements and project /installation circumstances. Butyl Rubber Glazing Tape; Partly - vulcanized self- adhesive, non - staining, 98 % solids, elastomeric performance for 35 % compression; passing 3000 -hr. Atlas Weatherometer test; plain or pre - shimmed, as required for installation. Acrylic Sealant: FS TT- S- 00230, Class B, Type II, solids 95% acrylic, solvent- based. Page 08 -7 Gaskets and Miscellaneous Glazing Materials: Molded Rubber Gaskets: ASTM D 2000, designation 28C 415 to 3BC 620, neoprene or EPDM, extruded or molded. Setting Blocks; 70 -90 durometer hardness; neoprene unless otherwise selected for compatibility. Joint Cleaners. Primers. Sealers: Type recommended by manufacturer of sealants /gaskets for use on indicated glazing channel surfaces. Glass Installation (Glazinel: General: Except as otherwise indicated, comply with glass manufacturer's instructions, glazing materials manufacturer's instructions, and "Glazing Manual" by FGMA and other technical publications of recognized authorities in the industry. Install each piece to achieve watertight and airtight performance, and to minimir• breakage. Clean channel surfaces and prime or seal surfaces where recommended by sealant manufacturer. Cut glass to proper size, except cut processed /fabricated glass units to proper size prior to processing /fabricating; provide for adequate edge clearance and bite on glass. Inspect glass edges at time of setting, and discard pieces with significant edge damage Locate setting blocks, 2 per light, at 25% of glass width, measured from comers. Set in thin bed of sealant if heel or toe head is required. Set each piece in each series to match other pieces, with pattern, draw, bow, and other characteristics uniformly oriented. Provide glazing sealants, compounds, tapes and gaskets as indicated and required, making specific product selections in compliance with manufacturer's recommendations. Coordinate materials for compatibility, and do not use solvent - release materials for glazing laminate glass, sealant -edged insulating glass, or glazing plastics. Do not leave voids in the glazing channel except as specifically indicated or recommended by glass manufacturer. Where weeps aro mdicated. including weeps in structural rubber gaskets, clean and avoid closure by compounds. Provide adectpate anchorage of gaskets, particularly driven -in wedge gaskets Miter -cut and bong¢ (weld) ends of channel gaskets at corners to provide continuous gaskets. Acceptance: Immediately prior to time of substantial completion, replace glass which is broken or otherwise damaged, and wash and polish glass inside and out. Note: Glass materials can be obtained under a national account program from Georgia -Oklahoma Glass Georgia- Carolina Glass PO Box 202 PO Box 256 Ozark, MO 65721 Powder Springs, GA 30073 (417)485 -6806 (404)943 -4467 Page 08 -8 DIVISION 9: FINISHES SECTION 09250: GYPSUM DRYWALL Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. General Standard: Gypsum Association Specification GA -216, ASTM C 840, and manufacturer's instructions. Fire - Resistae R nc atines: Provide gypsum drywall work with ratings indicated and conforming to assemblies tested and listed by recognized authorities. Exposed Gypsum Board: ASTM C 36. Provide Tye X where required for fire-resistance rating. Water Resistant�G ,plum Backing Board: ASTM C 630. Sound Attenuation Blankets: Semi -rigid mineral fiber without membrane, FS HH -I -521, Type I. Gypsum Board Fasteners: Type recommended by gypsum board mfr., except as otherwise indicated. Trim Accessories: Provide manufacturer's standard metal trim accessories, beaded type. pirect Suspension System; Zinc- coated or painted steel system of furring runners, furring tees and accessories designed for concealed support of screw - attached gypsum drywall ceilings. Joint Tape: ASTM C 475, perforated. Joint Compound: ASTM C 475, ready -mixed vinyl -type for interior work. Install and finish Eypsum board to comply with ASTM C 840 and as follows: Install water - resistant backing board where indicated to receive tile and similar rigid applied finishes at "wet" areas. Furnish in all kitchen and bathroom areas. Screw gypsum board to wood supports. SECTION 09300: TILE WORK Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Review drawings for extent, type and size of tile work required. Standards: lac Comply with ANSI A137.1 Ceramic Tile. Installation: Comply with ANSI 108 Series of tile installation standards included under "American National Page 09 -1 11 I '1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 installation methods indicated from the TCA "Handbook for Ceramic Tile Installation." Mortar and Grout: Comply with ANSI 118 Series. Submittals; Submit manufacturer's product data and installation instructions tile work required. Tile Grade: "Standard Grade" unless otherwise indicated. Unglazed Ceramic Mosaic Tile: 2 "x2" "Standard Grade ", all- purpose edge, mounted to sheets. Manufacturer; Dal Tile's "Dal- Keystones "; "Earthstone" #DK -146. (Alternate) Lone Star Ceramics: "Brown Range" #A -6000. Glazed Wall Tile; (at public toiletrooms) 4x4 nom., standard grade, cushion edge units; Monarch Tie Field #714 Bone White Accent #1 (top) #627 Burgundy Accent #2 (middle) #135 Dark Taupe Accent #3 (bottom) #667 Hunter Green sluarry Tile: In kitchen areas and at mop sink wainscot 6 "x6 "x1/2" "standard grade" square - edged, units by Summitville, or American Olean. Color to be red. Provide 100 % of tile with abrasive fines at kitchen floor and bar floor. Quay jat Except at kitchen floor and bar floor, tile shall be 6 "x6 "x1/2" Standard Grade, square -edged units as manufactured by Summitville, or American Olean. Color shall be red. Ouarry Tile Payers; Tile in the vestibule and waiting areas shall be 4 "x8 "Olde Towne" manufactured by Summitville or 4" x 8' Quarry Naturals manufactured by American Olean. Color shall be #10 red. Trim Shaves: Same material, size, color, and texture as field tile. Furnish all miscellaneous shapes required to complete the installation including bullnose shapes at exterior corners and cove bases. Base: sanitary cove units. Note: All tile is in stock and available through national contract from: Midwest Tie Distributors, Inc. 7205 W. 80th Street Overland Park, KS 66204 (913)648 -6333 Greg Harris Main • ante Stock; Furnish to Owner 20 pieces of each floor and wall tile for future patching. irble Thresholds: Group A marble, ASTM C503, Single bevel edged. Color. to be light grey. Setting Materials; Dry-Set Mortar with latex additive: ANSI A118.1; Multi -Cure thinset by C -Cure Chemical Company or equal product of other manufacturers; Grey Multi - Purpose Adhesive: ANSI A136.1, Type I; 50 plus by Miracle or equal product of other manufacturers. Epoxy Mortar. ANSI A118.3, Summitville S -400 QS or equal product of other manufacturers. Page 09 -2 Groutin . Materials: Dry-Set Grout: C -Cure Supreme or equal; white Latex - Portland Cement Grout: Match C -Cure color Jasper #104 or Summitville color #934 Sand Beige. Epoxy Grout: ANSI A118.3; Summitville S-400 QS (quick -set epoxy) or equal; Color #934 Sand Beige. Miscellaneous Materials: Cementitious Backer Board: Cement - coated portland cement panels with lightweight concreate core, 1/2" thickness, designed to be used as a substrate for wall tile. Util-A -Crete, Durock, or Wonderboard. Temporary Protective Coating: To be used at contractor's option to protect exposed surfaces of tile against adherence of mortar and grout. Grout release in form of manufacturer's standard proprietary liquid coating that is specially formulated and recommended for use as a temporary protective coating for tile. Verify compatibility with tile and mortar /grout products. Installation; Use the following TCA Methods for installation. Floors and Base: Quarry Tile Base at Coolers - Method F131, Epoxy Mortar and Epoxy Grout. Paver Tile at Entrance - Method F113, Dry-Set Mortar and Latex - Portland Cement Grout. Quarry Tile except at Coolers - Method F115, Dry-Set Mortar and Epoxy Grout. Ceramic Mosaic Tile - Method F113, Dry-Set Mortar and Latex - Portland Cement Grout. Walls:, Ceramic Tile on Masonry, Cementitious Board or Gypsumboard - Method W223 or W243, Multi- Purpose Adhesive and Dry-Set Grout. Quarry Tile on Cementitious Board - Method W244, Dry-Set Mortar and Latex - Portland Cement Grout. Comply with ANSI A108.1 and A108.4 through A108.10, as applicable for type of tile, setting materials, grout, and methods of installation indicated. Comply with manufacturer's instructions for application of proprietary materials. Use 1/16" wide joints on ceramic tile and 1/4" -3/8" wide joints on quarry tile and paver tile. j3xpansion. Control. Contraction. and Isolation Joints: As indicated. Sealing tile joints is to be included in work of this section. SECTION 09510: ACOUSTICAL CEILINGS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Standards: Acoustical Materials: FS SS -S -118. Suspension Systems: ASTM C 635 for materials; ASTM C 636 for installation. Page 09 -3 : t 1, ::<' F*."..^' 1: kii� . ".:.�d�';'k::fl= :N!i"II ^,i�.. Fire - Hazard: Classification; Maximum of 25 for flame spread. Materials: Type 1 Ceiling; Acoustical Panel: 24 "x24 "x3/4 " reveal edged heavily textures acoustical lay -in board with foil back; Acoustone Glacier, Shadowline by U.S. Gypsum Co. or an approved equal. Color :, Cranberry #099. Provide hold -down clips on tile in vestibule. Type 2 Ceiling Vinyl II Stipple, USG, 24 "x48 "x'h" product #3270. Suspension System: ASTM C-635. St ctural Class: Intermediate -duty. Tvpe: Direct -hung. Fully exposed (lay -in) suspension system. Finish: For 24 "x24" panels shall be factory painted to match acoustical panels. Grid to be USG/DONN DX 15/16" with override crosstees. NOTE: Provide additional grid supports at light track to support weight of all type 'A' fixtures. For 24 "x48" panels shall be USG/DONN DXLA Aluminum cap grid systems: factory finish white. Note: The above acoustical ceiling products are in stock and can be purchased under national account pricing from the following distributors: Row Acoustical Products Tucker Acoustical 924 Division St. 2014 Steel Drive Kansas City, KS 66103 Tucker, GA 30084 Don Harris or Darren Richardson Connie Denney (800)444 -9792 (404)938 -9050 (913)262-0480 Extra Materials: Provide 1 carton of each type of ceiling panel to the Owner for future use. Installation; Install materials in accordance with manufacturer's printed instructions, and comply with governing regulations and industry standards applicable to the work. Provide hold down clips as required and in vestibule. Page 09-4 SECTION 09680: CARPETING Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. MATERIALS: Carpet:_ Shall be furnished and installed by the general contractor. Carpet shall be: Masland Carpets (patterned) #9845 Color CC147 Pruit Apple as distributed by: Masland Carpets, Inc., 716 Bill Myles Drive, Saraland, AL 36571 (800)633 -0468 or (205)675 -9080, "KC" Karen Mount. Carpet Accessories: Installation Adhesive: Premium quality latex carpet adhesive such as WW Henry's #251 "The Sticker" or Chapco #375 and spread with 1/8" x 1/8" x 3/32" "U" notch trowel (coverage approximately 14 yards per gallon). Seaming Cement: Should be compatible with latex carpet adhesive such as WW Henry's #246 seam sealer and WW Henry's #244 seam sealer solvent or Chapco #30 seam bond and Chapco #116 solvent for clean up. Failure to properly apply seam sealer will result in carpet manufacturer voiding warranty and liability transferring to the installer. Miscellaneous Materials: Premium quality materials to be selected by installer and approved by owner to meet project circumstances and requirements; accepted materials: Floor Patch: WW Henry's #331 Floor Underlayment: WW Henry's #345, match to tile or wood floors Latex Glue: needed to butter the edge of carpet to be butted to wood or hard surface edges Edge and Moldings: Submit for owner approval Concrete Sealer: If required, must be non - silicone and compatible with latex carpet adhesives Inspection: Installer must examine substrates for moisture content and other conditions which carpeting is to be installed, and notify Contractor in writing of conditions detrimental to proper completion of the work. Do not proceed until unsatisfactory conditions are corrected and seam diagram approved. Preparation: Clear away debris and scrape up cementitous deposits from surfaces to receive carpeting; vacuum clean immediately before installation. Check concrete surface to ensure no "dusting " through installed carpet; apply sealer where required to prevent dusting. Sequence carpeting with other work so as to minimise to possibility of damage and soiling of carpet during the remainder of the construction period. Installation: Comply with manufacturer's instructions and recommendations for seam locations and direction of carpet; maintain uniformity of direction and lay of pile. NOTE: Seal all edges of carpet which abutt tile. Failure to comply will void warranty and transfer liability to installer. Use floor stone (at edge where carpet abuts floor tile) to level carpet and tile. Feather out from tile 12 to 15 inches. Fit sections of carpet in each room or space prior to application of adhesive. Trim edges and butter cuts with seaming cement. Carefully apply 1/8" bead of sealer. Cross - seaming should be accomplished by the scribe cutting method. Again follow seam sealing procedures. Apply adhesive uniformly to substrate in accordance with manufacturer's instruction. Butt carpet edges tightly together to form seams without gaps. Roll with roller to eliminate air pockets and ensure uniform bond. Remove adhesive promptly from face of carpet. Page 09 -5 Cleaning and Protection: Stains caused by carpet seam sealer can be removed using compatible solvent. Apply solvent to clean cloth using a blotting action. Do not saturate carpet by pouring solvent on carpet directly. Blott with rag or tissue. Remove debris from installation, carefully sorting pieces to be saved from scraps to be disposed of. Vacuum carpet with a commercial machine, with rotating agitator or beater in the head. Remove soiled spots. Advise Contractor of protection methods and materials needed to ensure that carpeting will be without deterioration or damage at time of acceptance. DO NOT USE PLASTIC. SECTION 09900: PAINTING Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. The work includes painting and finishing of interior and exterior exposed items and surfaces throughout the project. Work to include all coating systems materials, including primers, emulsions, enamels, stains, sealers, and fillers, and other applied materials whether used as prime, intermediate or finish coats. Submit samples of all surfaces to be painted to match Architects color chips. Resubmit samples if requested until required sheen, color and texture is achieved. Paint all exposed surfaces except natural finishes noted as a surface not to be painted. Paint all exposed mechanical and electrical devices in 2 x 2 lay in ceiling areas to match ceiling tile color, and paint HVAC diffusers in Greenhouse Soffit (brown). Do not paint track lights, emergency lights, emergency exit signs, downlights, or sprinkler heads. Shop priming of ferrous metal items is included under other sections. Mix. Prepare. and store painting and finishing materials in accordance with manufacturer's directions. Apply Der nt-anufacturer's instructions including recommended dry film thickness for each coat. Provide Daint eroducts from one of the following or equal: Sherwin Williams Porter Paint Co. Glidden Benjamin Moore Pratt & Lambert Cabot Stains If any of the above paint products are used other than Sherwin Williams, provide paint samples of all alternate colors to architect and/or owner for approval prior to application. EXTERIOR PAINT SYSTEMS: Provide the following paint systems for the various substrates as indicated. Paint exterior metal copings, down spouts, and flashings with one coat Sherwin- Williams "Galvite Primer" and one coat Sherwin - Williams SWP Alkyd Gloss House Paint or number of coats required to cover. Use same system to touch -up welded joints in awning frame. Page 09-6 Exterior wood doors (exterior side of door only) with one coat Sherwin - Williams A -100 Alkyd Exterior Wood Primer, two coats of Sherwin - Williams SWP Alkyd Gloss House Paint. Exterior wood trim, fascia, fence and gates with one coat Sherwin Williams A -100 Alkyd Exterior Wood Primer and two coats of Sherwin Williams A -100 Satin Latex House & Trim Paint. Exterior miscellaneous metal with one coat Sherwin Williams KEM KROMIK Metal Primer (touch up only if shop primed) and two coats Sherwin Williams SWP Alkyd Gloss House Paint. Exterior hollow metal doors, and frames (with factory primed coating) with two coats Sherwin - Williams SWP Alkyd Gloss House Paint. Exterior stained wood trim, fascia and soffit at greenhouse and exterior siding on trash enclosure storage shed with Olympic //709 Semi - transparent oil -based stain. Exterior type "H" light fixtures and supports with two coats Sherwin - Williams "SWP Alkyd" gloss house paint. Scuff sand prior to painting. Exterior concrete masonry at trash enclosure with one coat Sherwin Williams ProMar Interior/Exterior Block Filler and 2 coats A -100 Flat Latex House and Trim. For parking lot striping see Section 02513, Asphalt Concrete Paving. INTERIOR PAINT SYSTEMS: Provide the following finish coating systems for the various substrates specified. Interior gypsum board with two coats Sherwin - Williams Style Perfect Latex semi -gloss enamel. Interior hollow metal doors and frames and miscellaneous metal with two coats Sherwin Williams ProMar 200 Alkyd Semi -Gloss Enamel. Interior stained wood with Benjamin Moore "American Walnut" /1 241 -59 and two coats satin polyurethane. Interior clear finish wood with sanding sealer and 2 coats gloss polyurethane. Bead board must be stained prior to installation. Stained wood includes: Door from dining room to vestibule and adjacent borrowed light Beaded ceiling (bead board) wall paneling Oak base Oak horizontals in brass & oak railings Oak treads, stringers and skirts Interior face of exterior wood doors and sidelights Clear finish wood includes: Greenhouse ceiling Public Restroom doors Liquor Storage Shelving Office Cabinets, shelving and trim All red oak not listed for stain in paragraph above. This includes door and window trim, partition caps, columns and header trim, wainscot trim, crown molding, outside comers below partition caps and end caps of partition wall (per standard details 41 & 42). Page 09 -7 Interior concrete masonry with one coat Sherwin - Williams Heavy Duty Block Filler and two coats Sherwin - Williams Tile Clad II Epoxy (gloss). Exposed concrete block wall in office with one coat Sherwin - Williams heavy duty block filler and two coats of Sherwin - Williams PRO -MAR Alkyd Semi -Gloss Enamel minimum or additional number of coats to cover. All of the preceding portions of Section 09900 constitute the basic painting specification. Paragraphs that follow are to be used where fire codes or building codes require that the interior woodwork have a Class "A" or Class "B" interior finish. Verify with the fire marshall or other governing agency the extent of the interior woodwork which must receive fire treatment. For Class "A" finish: 1. Delete the sealer and polyurethane coats in the basic specification. 2. Apply Flame Control Coatings Inc. Sealer #6. (Sherwin Williams is a distributor of Flame Control Coatings). 3. Apply Flame Control /1166 Fire Retardant Varnish Base Coat. 4. Apply Flame Control /1167 Varnish Overcoat (Satin at stained wood, high gloss elsewhere). 5. Protect finished areas from moisture as water will cause finish to turn milky. For Class "B" finish: 1. Delete the sealer and polyurethane coats in the basic specification. 2. Apply Flame Control Sealer /16. 3. Apply Flame Control /1129 Fire Retardant Varnish Base Coat. 4. Apply Flame Control /1130 Varnish Overcoat. (Satin at stained wood, high gloss elsewhere). For either Class "A" or Class "B" finish systems, whether Flame Control Coatings, Inc. products are used or equal products of a different manufacturer, test a small area first and follow manufacturer's recommendations for application and coverage. Provide to the Owner a sample of the application on both stained and clear finish wood. SECTION 09950: VINYL WALLCOVERING Materials: Vinyl wallcoyerinn: Shall be furnished and installed by the general contractor. Wallcovering shall be: Koroseal, KORD - O-ROI, "Parsley" (no print) Custom Color /117 -179 as distributed by Cornwall, Inc., 220 Platte Valley Drive, Riverside, MO 64150. (800)333 -9595 or (816)472 -5066 Lloyd Grisham. Installation; Prepare the surface of the gypsum wallboard to receive the wallcovering. Apply the wall covering with the ribs running vertically. Join roll widths to make invisible joints. Comply with manufacturer's instructions and recommendations for adhesives and installation. Page 09 -8 DIVISION 10: SPECIALTIES SECTION 10160: TOILET PARTITIONS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Submittals: Manufacturer's data and installation instructions. Plastic laminate to match Architect's sample. Field Measurements: Take field measurements prior to preparation of shop drawings and fabricationwhere possible, to ensure proper fitting of work. Manufacturer: Provide plastic laminate faced overhead braced toilet partitions as manufactured by one of the following: American Sanitary Partition Corp. Marlite Brand HPL System Sanymetal Products Co. All American Metal Corp. Plastic Laminate: NEMA Std. LD -3, minimum 0.062" thick. Color shall be "Hunter Green" #D79 -6 as manufactured by Wilson Art. Core Material for Plastic Laminate: Manufacturer's standard particleboard or plywood, in thickness to provide nominal dimension of 1" minimum for doors, panels, and screens, 11/4" for pilasters. Pilaster Shoes: AISI Type 302/304, 20 gauge stainless steel, 3" high, finish to match hardware. Furnish shoes at each pilaster. Stirrup Brackets: Manufacturer's standard, non - ferrous cast alloy with satin chrome finish. Hardware and Accessories: Manufacturer's standard, heavy -duty operating hardware and accessories, non- ferrous cast alloy with satin chrome finish. Anchora¢es and Fasteners: Manufacturer's standard theft -proof exposed fasteners, finished to match hardware. Fabrication., Pressure - laminate one -piece face sheets to core material with no splices or joints, and with edges straight and sealed. Seal exposed core material at cutouts to protect against moisture. Furnish units with cut -outs, drilled holes, and internal reinforcement to receive, partition mounted hardware, accessories and grab bars as indicated. Doors and Panels: Not less than 1" thick units, size shown. Handicap stall doors to be minimum: 32" clear. Floor Supported Pilasters: 1',4" thick, with galvanized steel anchorage complete with threaded rods, lock washers, and leveling nuts. Overhead- Braced Partitions: Furnish galvanized steel supports and leveling bolts at pilasters, as recommended by manufacturer to suit floor conditions. Mako provisions for setting and securing continuous aluminum overhead - bracing tube at top of each pilaster. Furnish shoe at each pilaster to conceal supports and leveling mechanism. Page 10 -1 Hardware and Accessories: Furnish for each door, as follows: Hln¢es: Either surface- mounted or cutout inset type, adjustable to hold door open at any angle up to 90 °. Latch and Keeper: Slide type, easily operable by handicapped, with combination rubber -faced door strike and keeper. Coat Hook and Bumper: Manufacturer's standard unit, rubber - tipped. On outswinging doors provide an additional rubber- tipped bumper to protect ceramic tile. For handicap stalls provide an additional coat hook mounted at 48" above floor. poor Pulls: Provide pulls which are usable by the handicapped. Installation; Install partitions rigid, straight, plumb and level in accordance with manufacturer's printed instructions. Set units with not more than 1/2" between pilasters and panels, and not more than 1" clearances between panels and walls. Hardware Adiustments: Adjust and lubricate hardware for proper operation after installation. Set binges on in -swing doors to hold doors open approximately 30 degrees from the closed position when unlatched. Set hinges on out -swine doors to return to fully closed position. Wall - Mounted Screens: Attach with heavy -duty, concealed anchoring devices, including wall channels, wall plates and studs as recommended by manufacturer. Cleaning and Final Adiustments: Perform final adjustments to leveling devices, door hardware, and other operating parts. Clean exposed surfaces and touch up minor finish imperfections using materials and methods recommended by partition manufacturer. Replace damaged units which cannot be satisfactorily field repaired, as directed by Architect. Note: The above materials can be obtained under a national account program from: Girtman - McDougall Corporation 2701 Delaware Avenue (P.O. Box 90447) Nashville, TN 37209 Charles Girtman, Dan Prince (615)320 -5522 (615)321 -5859 (fax) SECTION 10425: SIGNS Drawings and general provisions of Contract, including General and Supplementary Conditions and Divisions 1 Specification sections apply to work of this section. General: This section includes brass plate numbers for installation on exterior for building address, restroom wall signs, occupant load sign and exterior signs and posts for handicap parking stalls. Fxterior Building._Address Numbers: Submittals; Submit product data and installation details. Manufacturers:, Subject to compliance with requirements, provide products by one of the following: Andco Industries Corp. A.R.K. Ramos Manufacturing Co. , Inc. Metal Arts, Division of L & H Manufacturing Co. Materials; Brass plate, minimum 1/8" thick. Page 10 -2 1 7 Anchors and Inserts: As recommended by manufacturer for concealed installation in face brick. Cut Numbers: Produce characters with smooth, flat faces, sharp corners, free from pits, or other defects. Finish: Polished, with a clear laquer coating. Size: Minimum 5" high, but Contractor shall verify and provide larger size if required by local ordinance. Style: Clarendon, Clarendon Medium, or Craw Clarendon Installation: Mount letters with backs in contact with the wall surface. Provide heavy paper template to establish letter spacing and to locate holes for fasteners. Restroom Wall Signs: Provide one wall sign for each restroom entrance. Signs to be 6" wide x 8" high and have features as follows: 1. Complies with provisions of Americans with Disabilities Act. 2. International wheelchair logo. 3. International symbol of man or woman 4. Minimum 5/8" high raised lettering, "Men" or "Women ". 5. Grade 2 Braille indicating men or women. 6.. Dark brown color with light beige graphics. Manufacture: ADA Signage of Dublin, OH 7100 Muirfield Drive, Suite 110 Dublin, OH 43017 Telephone: (800)837 -5432 Occupant Load Signs: Where required by the code, building official, or fire marshal, provide an Occupant Load sign. Exact phrasing, occupant load number, text height, and mounting location to be coordinated with the building official; or fire marshal. Sign to be dark brown with light beige graphics. Exterior Handicap Signs & Posts: Each handicap parking stall shall be marked with signage which complies with the Americans with Disabilities Act (ADA). Van accessible spaces shall have an additional small sign which indicates "van accessible ". All such signs shall be mounted on 3 "x3 "x3116" tubular steel posts embedded at least 2'-6" into a concrete footing. Posts shall be primed and painted. SECTION 10522: FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. UL- Listed Products: Provide new UL- listed fire extinguishers of bearing UL "Listing Mark" for type, rating, and classification of extinguishers indicated. Submittals: Submit product data and finish samples. Manufacturers: Subject to compliance with requirements, provide products by one of the following: J.L. Industries Johnson -Lee, Div. of W.F. Lee Corp. Larsen's Manufacturing Co. Muckle Manufacturing, Division of Technico, Inc. Watrous, Inc. Fire extinguishers: Provide (2) fire extinguishers of types indicated. Locations to be determined by local Fire Marshall at time of final inspection for Certificate of Occupancy and coordinated with Owner. Multi- Purpose Dry Chemical Tvue:, UL -rated A:B:C, 5 -ib. nominal capacity, in enameled steel container, complete with mounting bracket. Page 10 -3 Installation: In accordance with manufacturer's directions for type of mounting required at height and locations indicated, or if not indicated, to comply with applicable regulations of governing authorities. SECTION 10700: AWNINGS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Furnish all labor, materials, tools and equipment necessary to complete all awnings work shown on the drawings and as specified herein subject to the provisions of the General Conditions and Supplementary General Conditions. Submit fabric samples and detailed shop drawings for approval in accordance with requirements of General Conditions. Sample to exhibit typical seaming, rafter pocket, valence pattern, and edge treatment. MATERIALS: Metal framework and fittings; 1" square galvanized steel tube with all welded joints with galvanized fittings, in profiles indicated, complete with all rafters, support columns, brackets fittings & accessories. Securely brace to wall. Furnish all additional accessories and fittings required for complete installation. Frame to be painted an aluminum color at welds or other points of discoloration. No portion of frame shall extend across the face of the windows. Awning material supplier: Call Astrup (800)786 -7609 for referral to local distributors and suppliers. Awning material; Astrup "Millcor" polyester scrim, vinyl laminated; Weblon Coastline Plus. Colors: CP -2709 Rust CP -2700 Sand, and CP -2711 green. Alternating patterns of green 18 ", Sand 7 ", Rust 11" and Sand 7 ". Provide 2" deep v- groove darts cut at edge of valance at each corner of green band. All awning end panels shall have striped pattern the same as the main body. Awning material shall be lace on type with roped reinforced eave with side curtains in profiles indicated. Stretch on tight to eliminate wrinkles. Binding Tape shall be cloth for exterior use, rust color to match the rust stripe. Thread shall be white for exterior use. Seam shall be sewn or heat sealed. Installation shall be guaranteed by installer for a period of two years from date of final acceptance. Coordinate awning fabrication and supporting framework and anchorage details with fascia. Install additional blocking as required. Install awnings true and plumb. Awning covers shall fit frames TIGHTLY and without bind, gathering, or warping. Comply with all local codes for awning height, loading requirements, framing, and flammability requirements. SECTION 10800: TOILET ACCESSORIES Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Manufacturer: Provide toilet accessories as manufactured by: Bobrick Washroom Equip., Inc., McKinney or Bradley. Install in accordance with manufacturer's recommendations. Toilet Room Accesspries (Numbers vwj ed are Bradley): Page 10 -4 Me Toilet Room Accessories (Numbers provided are Bradley):. Women's Toilet Room *1 Paper Towel Dispenser: #250 -15 2 Double Roll Toilet Paper Holder: #5402 1 Grab Bar: #817 42" 1 Grab Bar: #817 36" • 2 Soan Dispensers: #6326 -67, installed by G.C. 2 Feminine,Naplcin disposal with utility sbelf: #4791 -15 1 Mirror: #780 40 "w x 32 "h 1 Diaper Chancing Station: "Diaper Deck" by American Infant Care Products Men's Toilet Room *1 Paper Towel Dispenser: #250 -15 2 Double Roll Toilet per Holder: #5402 1 Grab Bar: #817 42" 1 Grab Bar: #817 36" 1 Soap Dispensers: #6326 -67, installed by G.C. 1 Mirror: #780 16" x 32" 1 Diaper Chancinc Station: "Diaper Deck" by American Infant Care Products Emplovee Restroom (when an employee restroom is shown on plan): *1 ,Paper Towel Dispenser : #250 -15 1 Soap Dispenser: Provided by others, installed by G.C. 1 Mirror: #780 16" x 32" 1 Double Roll Toj1et Paper Holder: #5402 Handwash Sinks in Kitchen: *2 Paper Towel Dispenser: #250 -15 2 Soap Dispensers; #6326 -67, installed by G,C. * Verify with owner if this is by contractor or owner provided. Note: The above materials except for the Diaper Changing Station are in stock and can be obtained under a national account program from: Girtman - McDougall Corporation 2701 Delaware Avenue (P.O. Box 90447) Nashville, TN 37209 Charles Girtman, Paula Stinson (615)320 -5522 (615)321 -5859 (fax) "Diaper Deck" can be purchased through American Infant Care Products (612)474-0204 Page 10-5 .1 DIVISION 11: EQUIPMENT SECTION 11400: KITCHEN EQUIPMENT Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. All food service equjpment shall be furnished to the site and installed by others under Contract with the Owner. General Contractor to review drawings for extent of work involved. Verify with kitchen equipment supplier for additional work required including but not limited to: jurisdictional requirements for placement and hookup of equipment, unloading of truck, mounting heights. Composite crews if required to unload the kitchen equipment, will be the responsibility of the General Contractor. Review kitchen equipment rough -in dot plans for additional requirements, accessories, connections required. Maintain all rough -ins in locations indicated and refer variances to kitchen consultant for approval. Make all HVAC. plumbing and electrical connections and supply all rough -in requirements to each kitchen equipment item as required. provide all curbs. openings and recesses as indicated. Provide additional treated blocking or bracing in the walls to adequately secure wall mounted kitchen items in place. Verify required blocking locations with kitchen equipment supplier. Provide fire rated duct enclosure at exhaust hood as indicated and required by local building authority. Page 11 -1 DIVISION 12: FURNISHINGS SECTION 12000: FURNISHINGS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Review drawings for extent of owner supplied items to be installed by G.C. Furnish and supply all incidental blocking, hinging, bracing and builders hardware as required to install all owner supplied items. Storage of all owner supplied items is to be in a locked room at all times until in place. Touch -up finish of marred items as required to match existing. SECTION 12650: ACCESSORIES Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section. Corner Guards: Furnish and install at all outside corners in kitchen and support areas. Corner guards shall be type 430; 16 gauge stainless steel with #4 satin finish. Model CP -1560 from Tubular Specialties Manufacturing, Inc. or an approved equal (800/421- 2961). Mastic applied. Lengths indicated. Installation: General; Install accessories in accordance with manufacturer's instructions, using fasteners which are appropriate to substrate and recommended by manufacturer of unit. Install plumb and level, firmly anchored in locations indicated. All outside corners in kitchen areas to receive comer guard treatment. Antislin Material: Furnish and install at all stair treads in dining areas, "Safety- Walk" auitslip tape strips as manufactured by 3M company or approved equal. Furnish two (2) 2" wide x width of stair strips at front portion of each tread, spaced approximately 1" apart. Color shall be black and shall be "general purpose antislip" grade. Follow manufacturer recommended procedures for installation. Television Support Brackets: Furnish and install Peerless Model No. CMJ- 650 -SU, jumbo television mount for suspended ceiling. Mount in ceiling grid where indicated and anchor owned furnished televisions to support tray. Mount as tight to ceiling as possible in accordance with manufacturer's instructions. Paint ceiling tray to match ceiling tile. Peerless Sales Company Melrose Park, IL 60160 1- 800 - 729 -0307 Banner Supnort Systems; Furnish and install a "TopLine Banner Frame" as manufactured by VOXPOP, INC., P.O. Box 200, 206 -C William St., Berlin, MD 21811, (800)386 -9767 or (410)641 -1090. System shall be designed for mounting to the parapet wall and shall accommodate banners 4' high x 8' long. Provide standard model with one fixed end post and one adjustable end post. Do not supply optional flag kit. Wind Blinds: General Constractor to install 2" Timberline Blinds per drawings as manufactured by Nanik. Contact Lisa at H. Lynn White (913) 492 -4100 for national account prices, type, size, and finish. To be attached to underside face of window heads. Page 12 -1 DIVISION 15: MECHANICAL SYSTEMS SECTION 15010: MECHANICAL REQUIREMENTS General Requirements: All requirements under Division One and the General and Supplementary Conditions of these specifications shall be a part of this section. Each contractor shall be responsible to thoroughly familiarize himself with all its contents as to requirements which affect this division or section. The work required under this section includes all material, equipment, appliances, transportation, services, and labor required to complete the entire system as required by the drawings and specifications. Inspection of the Site: The contractor shall personally inspect the site of the proposed work and inform himself fully as to the conditions under which the work is to be done. Failure to do so will not be considered sufficient justification to request or obtain extra compensation over and above the contract price. Material and Workmanship: All material and apparatus shall be new and in first class condition. All workmanship shall be of the finest possible by experienced mechanics. All installations shall be made in a manner that will comply with applicable Codes and laws. Any abnormal noise caused by rattling equipment, piping, ducts, air devices, and squeaks in rotating components will not be acceptable. In general, all materials and equipment shall be of commercial specification grade in quality. Light duty and residential type equipment will not be acceptable. Coordination: Coordinate all work with that of other trades so that the various components of the systems will be installed at the proper time, will fit the available space, and will allow proper service access to those items requiring maintenance. Any components which are installed without regard to the above shall be relocated at no additional cost to the owner. Figured dimensions shall be taken in preference to scale dimensions. The contractor shall take his own measurements at the building, as variations may occur; he will be held responsible for errors which could have been avoided by proper checking and inspection. It is the Contractor's responsibility to provide materials with trim which will fit properly the types of ceiling, wall, or floor finishes actually installed. Model numbers in specifications or shown on drawings are not intended to designate the required trim. Ordinances and Codes: Comply with National Fire Protection Association codes, Uniform Building Code, BOCA, and/or all other applicable codes and ordinances. Obtain and pay for all permits. Contractor shall be held responsible for any violation of the law. Contractor shall maintain all necessary signal lights and guards for the safety of the public. Protection of Equipment: Adequately protect equipment from damage after delivery to job. Cover with heavy polyethylene plastic as required to protect from plaster, dirt, paint, water, or physical damage Equipment which has been damaged by construction activities will be rejected, and contractor is obligated to furnish new equipment of a like kind. Keep premises broom clean at all times from foreign material created under this contract. All piping, equipment, etc. shall have a neat and clean appearance at the termination of' the work. Substitutions: This specification provides that the base bid of all contractors shall include the products specifically named, the contractor being permitted to submit in the form of alternates, with his proposal, products of any other Page 15 -1 manufacturers for similar use, provided the difference in cost. if any, is specified in each case. The terms "approved ", "approved equal ", or "equal" shall mean approved by the engineer as an acceptable alternate bid. No substitutions will be considered that are not bid as an alternate. Shop Drawings: Submit for approval six sets of manufacturers shop drawings of all major items of equipment and all items requiring coordination between contractors. Before submitting shop drawings and material lists, the contractor shall verify that all equipment submitted is mutually compatible and suitable for the intended use, and shall fit the available space and allow ample room for maintenance. The Engineer's checking and subsequent approval of such shop drawings shall not relieve the contractor from responsibility for errors in dimensions, details, size of members, or quantities; or omissions of components or fittings; or for coordinating items with actual building conditions. Provide any needed wiring diagrams. Catalog data must have the item or model number clearly marked and all accessories indicated. Mark out all inapplicable items. Operation and Maintenance Instructions: Submit to the architect three copies each of material for maintenance and operation instruction manuals, appropriately bound into manual form including approved copies of the following, revised if necessary to show system and equipment as actually installed: Manufacturers Catalog Sheets Wiring Diagrams Maintenance Instructions Operating Instructions Parts Lists Contractor shall also provide adequate verbal instructions of system operation to owner's representative at the termination of the work. Guarantee: Guarantee against defective workmanship and material for a period of one year from date of final payment. Guarantee shall include material to be replaced and all labor required. Excavation and Backfilling; Do all excavation of all materials encountered including rock required for work under this section. Backfill all trenches, tamping well in 6" layers. System shall be tested, made tight and accepted before backfill. Remove from premises all excess material not used in backfilling. Repair all streets, sidewalks, drives, paving, etc. damaged. Repair materials shall generally match existing construction. All backfilling and repairing shall meet all requirements of the city and others having jurisdiction. Repair work shall be thoroughly first class. Conform to all requirements of Division Two of this specification. Cutting and Patching: This contractor shall do all cutting of walls, floors, ceilings, etc. as required to install work under this section. Contractor shall obtain permission of the architect before doing any cutting. All holes shall be cut as small as possible. Contractor shall patch walls, floors, etc. as required by work under this section. All patching shall be thoroughly first class and shall match the original material and construction. Rough -In: Coordinate without delay all roughing -in with general construction. All piping, conduit, rough -in shall be concealed except in unfinished areas and where otherwise shown. Concrete Bases: Contractor shall furnish concrete bases for his equipment where indicated on the drawings. Concrete housekeeping pads shall be minimum 4" thick, reinforced with 6 x 6 wire mesh, and have chamfered edges. Page 15 -2 Access Doors: Provide access doors in ceilings, walls, etc. where indicated or required for access or maintenance to all concealed valves and equipment installed under this section. Doors shall have concealed hinges, screwdriver -type lock. anchor straps; manufactured by Milcor, Zurn. Titus, or equal. Obtain architect's approval of type and locations before ordering. Motors and Starters: Provide motors and starting equipment where not furnished with the equipment package. Motors shall have copper windings, class B insulation, and standard squirrel cage with starting torque characteristics suitable for the equipment served. All motors for air handling equipment shall be selected for quiet operation. Each motor shall be checked for proper rotation after electrical connection has been completed. Motors shall have dripproof enclosure for locations protected from weather and not in air stream of fan; and totally enclosed fan cooled enclosure for motors exposed to weather. Motors shall be manufactured by Century, General Electric, Westinghouse, Louis Allis, or approved equal. Every motor, except fractional horsepower single phase motors with an approved type of "built -in" thermal overload protection, shall be provided with a motor starter. Each starter shall be provided with overload heaters sized to the motor rating, and every three phase motor starter shall have overload heaters sized to the motor rating, and every three phase motor starter shall have overload heaters in all three phases. Ambient compensated heaters shall be installed wherever necessary. Unless otherwise, motor starters shall be furnished by the mechanical contractor for installation and connection by the electrical contractor. Starters shall be Allen- Bradley, Clark, Furnas, Square D, or approved equal. Electrical Wiring: All power conduit and wiring shall be furnished by the electrical contractor. All control and interlock conduit and wiring for mechanical systems shall also be furnished by the electrical contractor, except for final connections to the HVAC equipment shall be the responsibility of the HVAC contractor. HVAC contractor shall provide wiring diagrams to the electrical contractor as required to assure proper wire and conduit to the equipment. SECTION 15250: INSULATION Piping and Equipment Insulation: All hot water, cold water, and condensate waste piping throughout the building: 'h" Certainteed one -piece fiberglass covering with fire- resistant jacket with self- sealing lap, or equal Owens- Corning or Armstrong. Cover fittings with Zeston or equal premolded insulating fittings. Insulation shall be installed in a professional, neat appearing manner; poor workmanship shall be corrected at the contractor's expense. Duct Insulation; Duct liner shall be three pound density fiberglass, Certainteed Corp. #300 "Ultralite" or Owens- Corning "Aeroflex Duct Liner ". Install with mastic and mechanical fasteners with vinyl surface on airstream side, according to manufacturer's instructions. Duct sizes shown on drawings are inside clear air size. Sheet metal must be increased by liner thickness in both directions where liner is installed. See drawings for location, thicknesses, etc. Concealed rigid round duct shall be covered with 11/2" thick duct wrap, Certainteed Type IV-4 or equal Owens- Corning, % pound density, with heavy -duty Foil- Scrim -Kraft facing, and with all joints taped with 3" wide foil tape. Back side of diffuser grills to be wrapped. All insulating materials, adhesives, coatings, etc., shall have a flame spread of 25 or less and smoke developed rating not higher than 50. All containers for mastics and adhesives shall have U.L. Label. Page 15 -3 SECTION 15400: PLUMBING Utility Connections This contractor shall provide all utility connections required and indicated on the drawings; and all interior or exterior connections to "mains" and existing service lines shall be installed complete and in strict compliance with the requirements of the codes having jurisdiction and the serving utility involved. All service lines and connection points shall be verified in the field by this contractor, and he shall work in conjunction with the utility involved in the installation of all services. This contractor shall provide all service piping and accessories required to complete connection and not furnished by the serving utility. Plumbing Piping Materials: Domestic water: All domestic water piping installed below base slab, or below grade, shall be type "K" soft tempter tubing with flared copper fittings and connections, or type "K" hard temper copper tubing with conventional wrought copper fittings and silver solder (Silfos) joints. Care shall be taken to install as few underground copper piping joints as is possible. All domestic water piping installed below grade shall have 36" minimum cover. Provide thrust blocks, etc. as required. All piping for hot and cold water above the slab, within the building, shall be type "L" hard temper copper tube with wrought copper fittings and soldered connections made up with 95/5 solder. Soil and waste: All soil and waste piping above ground and inside the building shall be standard weight cast iron soil and pipe fittings. "No -hub" system is permitted above Freund where allowed by code. All soil and waste piping under the base slab and to points noted outside the building wall shall be standard weight cast iron soil pipe and fittings. "No -hub" waste piping is not permitted below base slab. Where approved by local code, PVC piping (type DWV) may be used above and below the base slab. Exterior waste piping from points noted outside the building wall, shall be vitrified clay tile sewer pipe (Wedgelock, Amvit, or equal) to its point of termination. Vitrified clay pipe shall be furnished with factory molded joints or couplings on the spigot and bell ends of the pipe, and shall be properly molded and cured to a uniform hardness and compressibility to form a tight compression joint after installation. PVC drainage piping is permitted exterior to the building (where approved by local code). Plumbing Vents: All vent piping shall be standard weight cast iron soil pipe with cast iron drainage fittings. Vent all fixtures and conceal pipe in partitions and above ceilings. "No -hub" system is permitted above base slab (not below slab) where allowed by code. Where approved by local code, PVC piping (type DWV) may be used above or below the base slab. Condensate Waste: Condensate waste piping from the rooftop HVAC units shall be PVC piping, DWV type. Condensate lines shall be insulated as specified in Section 15250. Walk -in cooler, freezer, and beer /wine cooler shall be hard copper with heat tape wrapped on freezer portion. Beer & Soda System Conduit: Schedule 40 PVC pipe and fittings. (Use electrical sweep elbow ). Natural Gas: Gas piping above ground shall be standard weight black steel with galvanized malleable iron screwed fittings, or standard welded fittings. Underground gas piping shall be welded, coated, and wrapped with coal tar enamel and 15 pound felt. All buried steel gas piping shall be at least 30" below grade, and shall be provided with cathodic protection per gas company details. Driscopipo 8000 polyethylene, or Philips 6800 Series are acceptable alternate materials for underground gas lines if approved by code and acceptable to the serving utility. All above ground gas piping shall be steel pipe. Installation shall be in conformance with utility company rules. Page 15-4 Pining Installation; Pipe shall be accurately cut from job measurements and shall be neatly aligned, securely connected, and properly supported. Piping shall be thoroughly cleaned before installation. Provide pipe sleeves where piping passes through structure. Threaded, welded, and soldered joints shall be made in a workmanlike manner according to good pipe fitting practices. Welding shall be performed by a certified welder. Cast iron pipe for sewers shall have joints connected with neoprene compression gaskets, Tyseal or equal. Lay pipe at uniform slope, free from sags, with hub end upstream. Support at each joint. Minimum slope shall be 14" per foot. Contractor shall verify that installation will tie in to the indicated city sewer connection elevation point prior to beginning installation. If the waste line will not tie in to termination elevation while maintaining proper fall, then contractor shall notify engineer, so that an alternate routing may be worked out. Ferrous pipe hangers shall be Fee & Mason Figure 215 or equal Unistrut malleable iron split ring hanger; copper pipe hangers shall be Figure 361 cast brass with plated adjuster. No perforated strap iron hangers will be permitted. Fee & Mason #400 "Auto -Grip" type hangers are an acceptable alternative hanger. Concrete inserts, where required, shall be Unistrut, Midwest, or Truscon. Hangers shall be spaced at ten foot intervals or less, as required to avoid sag, prevent vibration, and allow accurate leveling or grading. Vertical piping shall be supported by Fee & Mason Figure 241 or equal clamp for ferrous piping, and Figure 368 for copper. Provide sheet metal saddles for insulated piping. Pipjrg Sterilization; Sterilize the entire hot and cold water piping system with solution containing not less than 50 PPM available chlorine. Solution shall remain in the system a minimum of 24 hours, with each valve being operated several times during the period. After completion, flush system with city water until chlorine residual is lowered to incoming city water level. Testinn: All water piping shall be tested with 25 PSI over static water pressure but not less than 100 PSI hydrostatic pressure. Gas piping shall be tested with 30 PSIG air pressure. All waste piping shall be tested with all stacks filled with water, and any other tests required by the Plumbing Inspector. All piping shall be tested before any insulation installed, and before backfill, and shall be subject to the above pressure for an uninterrupted period of not less than 24 hours. All lines, joints, flanges, valve stems, etc., shall be leak tight. C outs• Cleanouts shall be installed at points as noted on the drawings, as well as at the foot of each soil and waste stack, minimum every 50 feet in horizontal soil and waste lines, and at other points as required for easy system maintenance. Cleanouts shall be full size of the pipe up to 4 ", and 4" size for pipe above 4" size. Grease all cleanout plugs. Plumbin¢ Valves and Strainers: Gate Valves: 21/2" and smaller, Jenkins Figure 47 -U bronze rising stem with screwed ends; 3" and larger, Jenkins Figure 651 -A iron body, bronze trimmed, OS & Y, rising stem, flanged. Check Valves: 21" and smaller, Jenkins Figure 92 -A bronze body with screwed ends; 3" and larger, Jenkins Figure 624 iron body, bronze trim, flanged. Page 15 -5 Strainers: 21" and smaller, Crane #988 -1 iron body, screwed ends; 3" and larger, Crane #989 -2 iron body, flanged. Gas Cocks: Crane #324 -2 screwed iron. Equivalent Jenkins, Crane, Nibco, Hammond, or Mueller valves will be acceptable. Ferrous unions shall be Crane or equal combination iron and brass, ground joint with screwed ends. Copper unions shall be Streamline or equal cast bronze sweat type with ground joint. Ferrous to copper unions shall be Universal Controls or equal dielectric type with threaded nylon insert. Hvdromechanicals; All hydromechanicals shall be as noted on drawings, and shall be Jay R. Smith or equal Josam, Wade or Zurn. System Accessories: Thermometers shall be American 3" bi -metal dial with separable socket, and shall be installed where indicated or required. Pressure gauges shall be Ashcroft 3" dial type with shut -off cock, and shall be installed where indicated or required. Grease Intercentor: Precast concrete interceptor, as detailed on the drawings, to conform to all requirements of the local sewer district. SECTION 15440: PLUMBING FIXTURES AND EQUIPMENT Plumbine Fixtures: Furnish and install American - Standard and Stern - Williams fixtures as scheduled, or equal Kohler or Crane plumbing fixtures. All fixtures shall be of same manufacturer where possible. Fixtures shall be set firm and true, connected to all required piping services ready to use; all fixtures shall be left clean. See drawings for quantities and descriptions. SECTION 15500: AUTOMATIC SPRINKLER SYSTEM General Requirements: All requirements under the General and Supplementary Conditions of these specifications shall be a part of this section. Each contractor shall be responsible to thoroughly familiarize himself with all its contents as to requirements which affect this division or section. The work required under this section includes all material, equipment, appliances, transportation, services, and labor required to complete the entire system as required by the drawings and specifications. Inspection of Site: The contractor shall personally inspect the site of the proposed work and inform himself fully as to the conditions under which the work is to be done. Failure to do so will not be considered sufficient justification to request or obtain extra compensation over and above the contract price. Page 15 -6 Scope; Furnish and install with all related items, a fire protection automatic sprinkler system. The work done under this section shall be performed only by a fire protection contractor whose workmen are experienced and regularly engaged in the installation of fire protection systems. Contractor shall be capable of preparing hydraulic calculations and system layouts. System shall be in accordance with the latest edition of Standard #13 of the National Fire Protection Association (NFPA), and must be acceptable to the insurance interest having jurisdiction, the Fire Marshall, and all local, state, and national codes having jurisdiction. Work shall include, but shall not necessarily be limited to the following: 1. All underground piping (which pertains to the fire protection system) as indicated on the drawings, including all required pipe, valves, hydrants, etc., as well as the required preparatory and finishing work such as trenching, backfilling, and pavement replacement. 2. Connection to city main shall be a wet tap and shall include all required fittings, valves, meter vaults, backflow preventers, etc. 3. Overhead sprinkler system for entire building. Mjnimum Requirements; Piping in areas having ceilings, other than the underside of the roof deck, shall be concealed. Piping in areas without ceilings may be exposed but kept at a minimum distance from the deck. All piping shall be clean and free of rust. Sprinkler heads in areas with finished ceilings shall be Viking "Mirage ", Reliable Model "G ", or approved equal, concealed head with black cover plate in areas with 2' x 2' ceiling grid or with wood ceiling and with white cover plate in all other areas. Riser shall be located where indicated on the drawings and shall be equipped with a UL listed or FM approved double check backflow preventer, Viking Model Al or equal, with an OS &Y valve on each side, and with a variable pressure alarm valve. Valve shall be complete with all necessary items, fittings, identification tags and plates, and accessories including retard chamber, water motor alarm and pressure switch with two sets of contacts, one normally open and one normally closed. All control valve supervisory switches shall be furnished and installed by this contractor. Contractor shall furnish and install a line seizure type automatic dialer (Ademco or equal) and related telephone wiring for remote monitoring of sprinkler pressure switch. Wiring for these items shall be by the Electrical contractor. Sprinkler piping 2 -1/2" and larger may be Schedule 10 black steel. Sprinkler piping 1 -'k" through 2" may be Allied 'XL' or approved equal. 1" piping shall be Schedule 40 black steel, Allied Tube or equal. Pipes shall have welded, screwed, or mechanically joined fittings. Underground piping shall be cement lined cast iron, cement lined ductile iron, Bluebrute polyvinyl chloride or other approved or listed material, installed in accordance with NFPA and FM standards; fire main shall include all required fittings and valves. Provide and install thrust blocks, post indicating valve, and valve pit if required. Main shall be installed, flushed, and tested in accordance with the requirements of 1984 NFPA Standard 13 & 24. Provide and install backflow prevention equipment as required by local codes. Provide and install full flow fire meter or detector check meter if required. Provide chrome plated siamese fire department connection with drain, located on building wall where Page 15 -7 indicated. Siamese connection shall be complete with pin lug type brass hose inlet caps with chains, for spanner wrench operation. Hose threads shall be compatible with local fire department specifications. Provide 4" check valve with 1" ball drip drain in connection line. Design shall allow for suitable drainage of system, all to meet with the approval of the aforementioned authorities. Provide a cabinet containing six (6) additional sprinkler heads and wrench, at the sprinkler system piping entrance area. Designs requiring cutting of structural members for passage of sprinkler pipes or hangers shall be avoided. When design, due to economy, appearance or similar aspects, requires cutting, it shall be held to an absolute minimum and done only with the architect's written approval. System Design: Verify design criteria and rating hazards with insurance carrier prior to designing the system. Waterflow and pressure test data shall be acquired before system is calculated. Arrangements for and cost of flow tests shall be the contractor's responsibility. If contractor elects to hydraulically calculate the system, hydraulic calculations shall be submitted including supply and demand graph; all hydraulic reference points and area of application shalt appear on the plan. Demand shall not be less than 7 psi below the supply at the demand point. If the Pipe Size Schedule method is used to size the system, verify adequate water supply and pressure. The fire protection contractor shall be responsible for the hydraulic calculations and for the final design and layout of the system as required for the approval by the insurance carrier, the local fire authority, and all national, state, and local codes. Shop Drawings: Six (6) copies of shop drawings consisting of the following shall be furnished to the architect, for his approval. The architect will forward one set to the contractor after final approval: 1. Layout drawings of complete overhead sprinkler system indicating relationship of all other overhead items including ceiling air diffusers. Location of risers, piping, etc., shall be as inconspicuous as possible, to provide a pleasing overhead appearance and shall fulfill all functional requirements. System design capabilities and water demands shall also be noted on the drawings. 2. Complete details and sections as required to clearly define and clarify the design, including a materials list describing all proposed materials by manufacturer's name and catalog number. Furnish and install, next to the sprinkler riser main, a printed sheet, protected by glass or a transparent plastic cover, giving brief instructions regarding control, emergency procedure and other data as required by NFPA #13. For hydraulically designed systems, a placard must by permanently attached to the riser indicating the location, and the basis of design (discharge density and system demand). Record Drawings: During progress of the work of this section, maintain an accurate record of all changes made in the installation of the system. Upon completion of the work, accurately transfer all record information to three identical blueline print sets of the approved shop drawings. Insert one set into each copy of the manual described below. Page 15 -8 System Manual: Upon completion of the installation, and as a condition of its acceptance, contractor shall compile three 8- 1/2 " by 11" manuals, firmly bound in heavyweight plastic or paper cover to withstand hard use. Looseleaf binding is not acceptable. Manuals shall be delivered to the architect, and shall contain the following items: 1. Identification clearly visible on or through the cover, "Fire Sprinkler System Manual for Applebee's Restaurant ". 2. Neatly typed index at front with all emergency information clearly identified. 3. Complete list of all system components with manufacturer's names, catalog numbers, and all data for ordering parts. 4. One copy of the record drawings, as described above. 5. All information required to secure emergency repairs or service. Installation: Excavation, trenching and backfilling shall be in accordance with requirements of Section 15010, of the mechanical specifications. Coordinate all scheduling and work with other trades so as to prevent conflicts, and to ensure orderly progress of the work, with a minimum of delays. Where sprinkler piping is installed without coordinating with other trades and conflicts occur, sprinlder piping shall be relocated as required at no additional cost to the owner to resolve the conflicts. Where piping passes through walls, floors, ceilings, or other building construction, sleeves must be used. Where exposed piping passes through finish work, chrome plated or other finish acceptable to the architect, split wall plates or escutcheons shall be installed to fit snugly around the piping. Where finish is not a problem suitable plates shall be provided at each hole to assure effectiveness of construction as a fire stop. Piping through fire -rated walls shall be sealed with UL listed material to maintain fire rating of wall. All openings for piping shall be anticipated and indicated on the approved and accepted shop drawings. Any additional cutting of openings must have the written approval of the architect. Contractor shall complete the automatic fire sprinkler system ready for operation, in all respects, as soon as possible. When the system is complete and ready for continuous operation, activate the system for its intended use. After the system has been activated for continuous use, water charges if any will be paid by owner. Guarantee: The entire installation shall be guaranteed, for a period of one year from the building acceptance date. If defects occur during the one year guarantee period, this contractor shall repair or replace such defects at no expense to the owner and to the satisfaction of the engineer. Testine and Acceptance: Prior to connecting to the overhead sprinkler piping, the underground main should be flushed thoroughly and tested per NFPA 13 & 24. Secure all required approvals of the flushing operation. Above ground piping shall be tested in accordance with NFPA 13. The use of waterglass to correct leaks shall not be permitted. After completion of the installation, test, retest, and make all corrections necessary to secure Page 15 -9 acceptance by the fire marshal and /or any other authority having jurisdiction. Furnish all test equipment and personnel required. Instructions: After completion of all installation, tests, etc., and prior to the final acceptance date, the sprinkler contractor shall instruct the building owner and his selected personnel in the operation of the sprinkler system. Special care shall be taken to make sure the building personnel will immediately recognize whether the main valve is in an open position, will know how to drain the system, and will know how to test the alarm valve. He shall also be made familiar with the existence and contents of the system manual described previously in this specification. SECTION 15650: HVAC EQUIPMENT Note: Carrier units are available through a Carrier National Accounts Program; Jim Richardson, 216 - 663 -1559. HVAC Rooftop Units: This contractor shall furnish and install package type gas heating and electric cooling units, each with all its components assembled into one compact weather proof casing, mounted on a common base and installed on a prefabricated roof curb. All rotating equipment within the unit shall be mounted on spring type vibration isolators. Curb shall protrude a minimum of 8" above the finished roof surface. Space inside curb shall be filled with alternate layers of rigid insulation and gypsum board as detailed on the drawings. Contractor shall flash and counter flash after unit installation. The heating section of each unit shall consist of heat exchangers constructed of aluminized steel, and shall be capable of operating quietly and cleanly on all stages. Each unit shall be provided with a combustion air blower equipped with an air pressure switch which proves blower operation before allowing automatic main gas valve to open. Heating units shall have direct spark ignition system, and 100% safety electric or electronic controls. Each unit shall be tested and approved in compliance with governing safety codes. Weatherproof cabinets shall be heavy gauge hot - dipped galvanized steel with baked enamel finish, and all interior panels shall be lined with 1" thick fiberglass insulation with an approved coating on the air surface side. The entire bottom of unit shall be lined with a minimum of 1" thick fiberglass or Styrofoam. Filter section shall be complete with 2" Duststop throwaway filters or approved equal. Complete service access shall be provided to all interior equipment and controls. Each unit shall be provided with a complete factory- sealed refrigeration system consisting of compressor, condenser coil and fan, evaporator coil and blower, refrigerant lines fully connected, and a full charge of refrigerant. Controls shall consist of necessary pressure switches, compressor non - recycling relay, low ambient controls to 25° F and overload protection. Unit E.E.R. shall conform to governing codes. Provide outside air intake with two - position damper motor; damper shall close whenever unit is off, and when unit is operating on night setback. Unit shall be complete with manufacturer's one year guarantee on all components plus an additional four year guarantee on the compressors. Units shall be Carrier as noted on the drawings, or equal Trane or Lennox. See drawings for capacities, voltages, etc. Condensate drains shall be piped into a condensate waste piping system, which shall terminate over a floor sink within the kitchen area as shown. Wall - mounted temperature and return air sensors and night setback control for the units shall be furnished as a part of the Relay Control Panel system specified under the Electrical Specifications. SECTION 15850: AIR HANDLING Page 15 -10 Exhaust Systems: 1 Roof - mounted toilet exhaust fan shall be Cook centrifugal type as scheduled on the drawings, or equal Penn, Greenheck, or Jean -Air, complete with aluminum housing, aluminum centrifugal wheel, motor with integral overload protection, disconnect switch in housing, bird screen, gravity shutter, and Pate prefabricated roof curb. Note: Kitchen Exhaust Hoods, Ansul System, Kitchen Fans, Make -Up Unit and Dishwasher Hood specified below to be provided by Kitchen Equipment Supplier, and installed by the Mechanical Contractor. This equipment is available through a Captive -Aire National Accounts Program; Steve Duncan, 800 -762 -1078. All starters for makeup air unit and exhaust fans are furnished in the relay control panel system by the Electrical Contractor. Toilet exhaust fans are not included in this package, and must be provided and installed by the Mechanical Contractor. Kitchen Exhaust Systems: Exhaust fans and makeup air system shall be CaptiveAire as specified below and scheduled on drawings. Makeup air rooftop unit shall be CaptiveAire as scheduled and sized on the drawings, or approved equal, complete with supply unit with belt -drive fan section, direct -fired natural gas heater with 100% safety shut off controls, motorized inlet damper, filter section with washable filters, inlet weatherhood with birdscreen, factory wired control center with all disconnect switches, etc., mounted in a weatherproof enclosure, and 18 gauge steel housing with galvanized finish, and prefabricated roof curb. Makeup air unit supplier shall coordinate his equipment controls (with relay control panel supplier) so that the makeup air unit supply fan and hood exhaust fans are started from the Relay Control Panel. Makeup air unit supplier shall furnish motor starters, control interlocking, and any transformers required. Start/stop switches and pilot lights shall be a part of the Relay Control Panel System furnished under the Electrical contract. Sequence of Operation. Kitchen Makeup Air System Control: The makeup air unit fan shall be interlocked with the hood exhaust fan to operate when the exhaust fan is on. The makeup air unit is to be furnished with a leaving air temperature controller which will maintain minimum leaving air temperature during winter operation. The unit is to be furnished with an outdoor thermostat to lock out the heating section when outdoor temperature rises above its setting (60° F., adjustable). Hood exhaust fans shall be CaptiveAire, as scheduled on the drawings, complete with roof- mounted aluminum housing, aluminum centrifugal wheel, heat baffle, UL grease approval, built -in grease trough, belt drive, motor with integral overload protection, motor starter, and disconnect switch in housing Dishwasher hood fan shall be similar to fan specified in 15850 above. The main kitchen exhaust hood shall be Captive Aire as scheduled on the drawings, single shell, stainless steel hood. Hoods shall be constructed in conformance with NFPA bulletin 96 and UL Standard 710, and shall be 18 gauge stainless steel with all welds polished. Hoods shall contain full length stainless steel filter holder welded to hood with integral drip trap and U.L. classified, stainless steel grease filters installed at 45 degrees from horizontal. Hood package shall include stainless steel closure panels from top of hood to finished ceiling. Back of hoods shall be finished stainless steel where exposed to view, refer to drawings. Provide vaporproof incandescent lights in hoods. Light switch for hoods shall be located on face of Ansul system compartment. Hoods shall be ICBO approved and UL certified for air quantities as shown on drawings and in conformance with manufacturers updraft velocity factors. Certification documentation shall be furnished as a part of the shop drawing submittal. The main hood shall be furnished with a summer /winter control switch mounted on the fire cabinet next to the light switch. The electrical contractor shall wire this switch to the proper terminal on the makeup air unit. Page 15 -11 Provide Ansul #8102 wet chemical type fire extinguishing system for each hood complete with hood nozzles, wet chemical cylinders, piping, etc. and all accessories to provide an approved, operating system. Cylinders and local controls for the system shall be contained in a special stainless steel compartment located on the end of the kitchen hood as indicated on the drawings. The system housing shall be provided by hood manufacturer. A remote pull station shall be located near the kitchen back door, recessed flush in the wall. Automatic gas shut -off valve for cooking line shall also be recessed into wall. System shall be in full conformance with NFPA Bulletin 96. System shall also be interlocked to shut off makeup air fan when activated. Dishwasher exhaust hood shall be CaptiveAire as scheduled on the drawings, single shell stainless steel hood, with condensate baffles and stainless steel closure panels from top of hood to finished ceiling. Hood shall have construction similar to other hoods less grease filters. Contractor shall provide condensate drain from hood to floor drain. Duct connecting fan and hood shall be aluminum with liquid -tight joints and shall pitch toward the hood. g L Exhaust Ducts: Ducts connecting kitchen exhaust hoods to exhaust fans shall be #16 gauge black iron with continuously welded joints and clean -out doors. Duct shall be enclosed in fireproof enclosure per BOCA or Uniform Mechanical Code if required by local code authorities. Filters: Filters shall be 2" thick throwaway type or as otherwise indicated. All air units shall have filters installed any time they are operated before final acceptance. Provide extra set of filters and install in units just before turning over building to owner. Manufactured by Duststop, Farr, Cambridge, or approved equal. Ductwork: Furnish and install all galvanized steel ductwork and housings as shown on drawings. All ducts shall be in conformance with current SMACNA Standards relative to gauge, bracing, joints, etc. Reinforce all housings and all ducts over 30" with 1'.4" angles not less than 5'-6" on centers, and closer if required for sufficient rigidity to prevent vibration. Provide airtight joints and blade elbows. Support horizontal runs of duct on not to exceed 8' -0" centers from strap iron hangers. Punch holes in ducts where required for ceiling hangers, conduits, or pipes and make airtight. Ducts above roof or otherwise exterior to building shall be #18 gauge with joints soldered or sealed with Hardcast epoxy sealer finish applied according to manufacturer's instructions. Duct sizes shown are clear inside dimension; metal size must be increased to allow for liner thickness. All offsets in ducts of 45 degrees or more shall have turning vanes of same gauge as duct and shall be rigidly fastened with guide strips. Vanes in ducts over 30" deep shall be installed in multiple sections with vanes not over 30" long and shall be rigidly fastened. All fans, blowers., units, etc. shall be connected to ductwork with neoprene coated glass cloth canvas connections, Duro -Dyne, Elgen, Ventfabric or equal. All canvas connections shall have a flame spread of 25 or less and smoke developed rating not higher than 50. Provide balancing dampers where shown on drawings and wherever necessary for complete control of air flow. Where access to dampers through a suspended ceiling is required, coordinate the proper location of the access doors. Splitter dampers shall be controlled by locking quadrants; provide Young Regulator or Ventlok end bearings for the damper rod. Volume dampers shall be opposed blade interlocking type, factory made by Ruskin, APC, Air Balance, or approved equal. Provide "Spin -in" fitting with scoop -type extractor and double bearing volume dampers for all round duct branch takeoffs to individual air devices. Page 15 -12 Round or oval duct shall be spiral lockseam sheet metal, Semco, United, or equal, with smooth interior surface, with round duct gauges per the following table: Size Gauge 14" & under 26 15" thru 26" 24 28" thru 36" 22 38" thru 50" 20 52" thru 60" 18 Fittings shall be welded prefabricated, 20 gauge for 36" fittings and under, 18 gauge for all larger sizes. All 90 degree tee's shall be conical type. Seal all joints in ductwork as recommended by SMACNA. Flues: Where flues are indicated on the drawings, furnish and install Metalbestos type QC or RV gas vent flues from the various items of gas -fired equipment up to Metalbestos flue caps above the roof. Flues shall be complete with all necessary fittings, and shall be installed as recommended by the manufacturer, and in conformance with code. Flues shall be flashed water tight at the roof line. Air Devices: Provide all air devices as scheduled on drawings, manufactured by Titus, Metal -Aire, Krueger, Anemostat, Tempmaster, or Barber - Colman. Air devices shall be selected to limit room noise level to no higher than NC -35 unless otherwise shown. Provide all devices with a soft plastic gasket to make an airtight seal against the mounting surface. Contractor shall coordinate final Location and frame & mounting type of all air devices with architectural drawings for ceiling finishes. Fire Dampers: Provide fire dampers where shown on drawings, and as required by Code enforcing authority. Fire dampers shall conform to NFPA Pamphlet No. 90A and UBC Standard 43 -7 with recommended steel sleeves, fusible links, spring catches and noncorrosive bearings. Dampers shall be U.L. listed, manufactured by Ruskin, Air Balance, or American Warming & Ventilating. Provide access door in duct for inspection and service to fire damper and fusible link. Flexible Duct: Flexible duct shall be Class 1, insulation type, polymeric liner with steel wire helix core duct, fiberglass insulation 11" thick and outer fiberglass vapor barrier jacket. Flexible duct run shall not exceed 10 feet in length, and be installed in as straight a line as possible. Manufactured by Thermaflex "M -KE ", Certainteed, Flexmaster. SECTION 15885 SMOKE FILTER SYSTEM (Furnished and installed under separate contract) The unit shall be SMOKEETERR as scheduled on drawings and manufactured by United Air Specialists, Inc., Cincinnati, Ohio (800)832 -7110 The air cleaner shall be a self contained, two -stage electrostatic precipitator of the Penney type, designed specifically for commercial applications. The product must be UL or ETL listed. Page 15 -13 Cabinet:, Cabinet must be constructed of a minimum of 20 gauge galvanized steel with easily accessed mounting holes, inlet and outlet must have 16" diameter crimped collars to facilitate connection to ductwork. Access to collecting components to be provided by hinged door with a safety interlock switch to break supply voltage. prefilterz Prefilter must be removable and constructed of layered aluminum mesh housed in an aluminum channel frame. ;ionizer: Ionizer must be constructed with an extruded aluminum frame which shields the ceramic insulators from the airstream. Each of 7 ionizing wires must be 7 mil in diameter and supported on each end by stainless steel springs. The springs are to be mounted on die formed support bars. Contact with the high voltage source is to be made through permanently mounted stainless steel contact springs requiring no mechanical connections. The voltage gradient shall be a nominal 10,000 volts /inch. Collecting Cell: Collecting Cell must have a minimum surface area of 20,160 square inches. Cell plates are to be constructed of high strength aluminum alloy and supported by 8 rods. The plates are to be convoluted to assure rigidity and maximum collection efficiency. Insulators, which support cell rods, are to be shielded from the airstream by inverted end plates. Contact with the high voltage source is to be made through permanently mounted stainless steel contact springs requiring no mechanical connections. The voltage gradient shall be a nominal 20,000 volts /inch. the cell should have a handle and weigh no more than 30 lbs. for ease of removal. Power Pack: Power Pack must be energy limiting an supply a minimum of 11,000 volts DC to the ionizer and 5,500 volts DC to the collecting cell. Output current must be limited to 5 milliamperes. It must incorporate a bleed off resistor to discharge the components when power is removed. The power pack must operate a lamp to indicate proper operation of collecting components. Afterfilter, An Afterfilter of activated charcoal is to be provided to aid in odor removal. Blower: Blower is to be a direct drive, forward curved, double width/double inlet, centrifugal type, and is to be mounted with rubber grommets to limit vibration. Motor: Motor must be two speed, permanently lubricated and inherently thermally protected. Motor shall be rated at 1/2 horsepower, 115 volts, 1 phase, 60 hertz, 7.0 amps and mounted to the blower with rubber grommets to limit vibration. Nominal ratings to be variable from 1000 to 1600 CFM on high speed tap and 580 to 1200 CFM on the low speed setting. Page 15 -14 Hanging weight not to exceed 150 lbs. The unit it to be provided with a remote OFF /variable speed switch and pilot light. The unit shall carry a three (3) year limited warranty. SECTION 15990 TESTING, ADJUSTING, AND BALANCING HVAC Testing. Adjusting and Balancing; All equipment shall be adjusted to operate as intended by the specification. All bearings shall be lined up. Bearings that have dirt or foreign material in them shall be replaced with new bearings without additional cost to the owner. All thermostats and control devices shall be adjusted to operate as intended. Adjust burners, pumps, fans, etc. for proper and efficient operation. Certify to architect that all adjustments have been made and that system is operating satisfactorily. Adjust all supply outlets to supply the amount of air shown on the drawings. Further adjustments shall be made to obtain uniform temperature in all spaces. Calibrate, set, and adjust all automatic temperature controls. Check proper sequencing of all interlock systems, and operation of all safety controls. Contractor shall employ the services of a testing and balancing firm to take test readings on all fans and units, and to adjust fan speeds to deliver specified amounts of air. A testing and balancing report log shall be made showing all air supply quantities, fan and unit test readings, etc.; log shall be submitted to the architect before final inspection of the project. Log shall be listed by unit, and shall indicate unit horsepower, motor nameplate amps, and actual amps draw after all adjustments are completed. All testing and balancing shall be accomplished under the supervision of a NEBB certified technician. Page 15 -15 1 �.s 1: 1 DIVISION 16: ELECTRICAL SYSTEMS SECTION 16010: BASIC ELECTRICAL REQUIREMENTS General Rectuirement: All requirements under Division One and the General and Supplementary Conditions of these specifications shall be a part of this section. Each contractor shall be responsible to thoroughly familiarize himself with all its contents as to requirements which affect this division or section. The work required under this section includes all material, equipment, appliances, and labor required to complete the entire system as required by the drawings and specifications, or reasonably inferred to be necessary to facilitate each systems functioning as indicated by the design and the equipment specified. Inspection of Site: The contractor shall personally inspect the site of the proposed work and inform himself fully as to the conditions under which the work is to be done. Material and Workmanship: All material and apparatus shall be new and in first class condition. All material and apparatus shall have markings or a nameplate identifying the manufacturer and providing sufficient reference to establish quality, size and capacity. All workmanship shall be of the finest possible by experienced mechanics of the proper trade. In general, all materials and equipment shall be of commercial specification grade in quality. Light duty and residential type equipment will not be acceptable. All hoists, scaffolds, staging, runways, tools, machinery and equipment required for the performance of the electrical work shall be furnished by this contractor. Material and equipment shall be stored as directed by the Architect, maintained in clean condition, and protected from weather, moisture, and physical damage. Coordination The contractor shall coordinate his work with other contractors and subcontractors so that various components of the electrical systems will be installed at the proper time, will fit the available space, and will allow proper service access to all equipment. He shall refer to Architectural, Structural and Mechanical Drawings and to relevant equipment drawings to determine the extent of clear spaces. He shall make all offsets required to clear equipment, beams and other structural members; and to facilitate concealing conduit in the manner anticipated in the design. The contractor shall provide materials with trim which will fit properly the types of ceiling, wall, or floor finishes actually installed. Dimensions and Layouts; The drawings are schematic in nature, but show the various components of the systems approximately to scale and attempt to indicate how they are to be integrated with other parts of the building. Figured dimensions shall be taken in preference to scale dimensions. Determine exact locations by job measurements, by checking the requirements of other trades, and by reviewing all Contracts Documents. The contractor will be held responsible for errors which could have been avoided by proper checking inspection. Ordinances and Codes: Contractor's performance, workmanship and materials shall comply with National Fire Protection Association codes, state and local building codes, and/or all other applicable codes and ordinances. Contractor shall comply with rules and regulations of public utilities and municipal departments affected Page 16 -1 by connection of services. Obtain and pay for all permits. Contractor shall be held responsible for any violation of the law. Contractor shall maintain all necessary signal lights and guards for the safety of the public. Substitution; 4 This specification provides that the base bid of all contractors shall include the products specifically named, the contractor being permitted to submit in the form of alternates, with his proposal, products of any other manufacturers for similar use, provided the difference in cost, if any, is specified in each case The terms "approved ", "approved equal ", or "equal" shall mean approved by the Engineer as an acceptable alternate bid. No substitutions will be considered that are not bid as an alternate. Shop Drawines: Submit for approval six sets of manufacturers shop drawings of all major items of equipment and all items requiring coordination between contractors. Before submitting shop drawings and material lists, the contractor shall verify that all equipment submitted is mutually compatible and suitable for the intended use, and shall fit the available space and allow ample room for maintenance. The Engineer's checking and subsequent approval of such shop drawings shall not relieve the contractor from responsibility for errors in dimensions, details, size of members, or quantities; or omissions of components or fittings; or for coordinating items with actual building conditions. Asliustine. Aliening and Testing: All electrical equipment on this project furnished under this Division and all electrical equipment furnished by others shall be adjusted, aligned and tested for proper operation by the electrical contractor. Complete wiring systems shall be free from short circuits. After completion, the contractor shall perform tests for insulation resistance in accordance with the requirements of the National Electrical Code. Qzgation and Maintenance Instructions: Submit to the architect three copies each of material for maintenance and operation instruction manuals, appropriately bound into manual form including approved copies of the following, revised if necessary to show system and equipment as actually installed: Manufacturers Catalog Sheets Wiring Diagrams Maintenance Instructions Operating Instructions Parts Lists Contractor shall provide adequate verbal instructions of system operation to owner's representative at the termination of the work. Start MI of Systems: Prior to start -up of the electrical systems, the contractor shall check al components and devices, lubricate items accordingly, and tighten all screwed and bolted connections. Adjust taps on each transformer for rated secondary voltage. Check and record building's service entrance voltage, grounding conditions, grounding resistance and proper phasing. Balance all single phase loads at each panelboard, redistributing brunch circuit connections until balance is achieved. Replace all burned -out lamps After all systems have been inspected and adjusted, confirm all operating features required by the drawings and specifications and make final adjustments as necessary. Page 16 -2 Guarantee: 1 Guarantee against defective workmanship and material for a period of one year from date of final payment. Guarantee shall include material to be replaced and all labor required. gxcavation and Backfilling; Do all excavation of all materials encountered including rock required for work under this section. Backfill all trenches, tamping well in 6" layers. System shall be toted, made tight and accepted before backfill. Remove from premises all excess material not used in backfilling. Remove from premises all excess material not used in backfilling. Repair all streets, sidewalks, drives, paving, etc. damaged. Repair materials shall generally match existing construction. All backfilling and repairing shall meet all requirements of the city and others having jurisdiction. Repair work shall be thoroughly first class. Conform to all requirements of Division Two of this specification. Cleaning :, Dirt and refuse resulting from the performance of the work shall be removed from the premises as required to prevent accumulation. The contractor shall cooperate in maintaining reasonably clean premises at all times. Immediately prior to final inspection, the contractor shall make a final cleanup of dirt and refuse resulting from his work. The contractor shall clean all material and equipment installedunder the electrical contract. Dirt, dust, plaster, stains and foreign matter shall be removed from all surfaces Damaged finishes shall be touched up and restored to their original condition. Cutting and Patching: This contractor shall do all cutting of walls, floors, ceilings, etc. as required to install work under this section. Contractor shall obtain permission of the architect before doing any cutting. All holes shall be cut as small as possible. Contractor shall patch walls, floors, etc. as required by work under this section. All patching shall be thoroughly first class and shall match the original material and construction. Rough -In: Coordinate without delay all roughing -in with general construction. All conduit rough -in shall be concealed except in unfinished areas and where otherwise shown. Firestopping of Floor and Wall Penetrations: This contractor shall seal all penetrations through fire rated floor and wall assemblies in accordance with NFPA codes. The sealing system must be capable of passing a three hour test, per ASTM E -814 (UL 1479). Penetration sealing system shall be 3M Brand 7904 (CP -25 caulk, or 303 putty), or approved equal, and shall be installed in accordance with manufacturer's instructions. Roof Penetration: All conduit penetrating the roof shall be weathersealed with Pate Pipe Seals, installed in conformance with manufacturer's instructions. All roof penetrations shall be leaktight at the termination of the work. Concrete Base: Page 16 -3 1 Contractor shall furnish concrete bases for his equipment where indicated on the drawings. Access Doors: Provide access doors in ceilings, walls, etc. where indicated or required for access or maintenance to work installed under this section, Milcor or equal. Equipment Identification: This contractor shall furnish and install equipment identification nameplates on all panel boards, switches, starters, dimmers, etc., including switches in distribution panels. Nameplates shall be engraved phenolic plastic. and shall be firmly attached to the equipment. Nameplates shall clearly identify each item and what it controls. SECTION 16050: BASIC ELECTRICAL MATERIALS AND METHODS Conduit: All conduit in masonry walls or other locations required by code shall be run concealed except where other wise noted. All conduit run underground, exposed to weather, or other hazardous conditions shall be rigid. All other conduit may be thin -wall where approved by local code. At contractor's option, PVC conduit (with ground wire) may be used where permitted by code. Final connection to each motor and transformer, and to any device which would otherwise transmit motion, vibration or noise, shall be in flexible metal conduit. Where flexible metal conduit is exposed to liquids, vapors or sunlight, liquid -tight flexible metal conduit shall be used. Conduit Installation; A. All wiring shall be run in conduit. B. Conduit shall be installed concealed above suspended ceilings or concealed in walls or floors wherever possible. Run parallel to building lines. C. Conduit shall be installed to requirements of structure and to requirements of all other work on the project. Conduit shall be installed to clear all openings, depressions, pipes, ducts, reinforcing steel, etc. Conduit set in forms for concrete structure shall be installed in such a manner that installation will not affect the strength of the structure. Except where approved in writing by the Architect, no conduit larger than M " shall be run in a slab on grade and no conduit shall cross another in a slab on grade. D. Conduits shall be installed continuous between connections to outlets, boxes and cabinets with a minimum possible number of bends and not more than the equivalent of four 90° bends between connections. Bends shall be smooth and even and shall be made without flattening conduit or flaking enamel. Radius of bends shall be as long as possible and never shorter than the corresponding trade elbow. Long radius elbows shall be used where necessary. E. Conduits shall be securely fastened in place with approved straps, hangers and steel supports as required. Single conduits for feeders shall be hung with malleable split ring hangers with rod and turnbuckle suspension from inserts spaced not over 10 feet apart in construction above. Vertical feeder conduits shall be securely clamped to structural steel members attached to structure. Cable clamps shall be installed for support of vertical feeders where required. Page 16-4 F. Conduit ends shall be reamed before installationand all conduit shall be thoroughly cleaned before installation and kept clean after installation. Openings and boxes shall be plugged or covered as required to keep conduit clean during construction and all conduit shall be fished clear of obstructions before the pulling of wires. All conduit shall be of ample size for pulling of wire and shall not be smaller than code requirements and not less than '/" in size. G. All electrical work shall be protected against damage during construction. Any work damaged or moved out of line after roughing -in shall be repaired to meet Engineer's approval without additional cost to the Owner. H. Conduit terminations at panelboards, switchboards, motor control equipment and junction boxes shall be aligned and installed true and plumb. I. Install approved expansion fittings where conduit or EMT passes through expansion joints. J. Install a pull wire in each empty conduit which is left by the contractor for installation of wires or cables by others. K. Make all joints and connections in a manner which will insure mechanical strength and electrical continuity. Bushings and Locknuts: Where conduits enter boxes, they shall be rigidly clamped to the box by a bushing on the inside and a loclmut on the outside, and conduit shall enter the box squarely. Bushings and locknuts shall be made of galvanized malleable iron and shall have sharp, clean -cut threads. Where thin -wall conduit enters box, provide approved E.M.T. connectors. Use insulated grounding bushings wherever connection is subject to vibration or moisture. Junction Boxes. Pull Box . Cabinet es v s and Wirewas: Provide junction boxes, pull boxes, cabinets and wireways wherever necessary for proper installation of various electrical system according to the National Electrical Code and where indicated on the drawings. Size as required for the specific function or as required by the National Electrical Code, whichever is largest. Construction shall be of a NEMA design suitable for the environment installed. Outlet Boxes: All outlets including light, switch, receptacle, and similar outlets, shall be National Electrical, Appleton, Steel City, Raco or approved equal galvanized steel knockout boxes, suitable in design to the purpose they serve and the space they occupy. All outlet boxes shall be set in walls, colunms, floors, or ceilings so as to be flush with the finished surface and be accurately set and rigidly secured in position. Outlet locations: Outlets are only approximately located on the small scale plans, and great care must be used in the actual location by consulting the various large scale detailed drawings used by other contractors, and by securing definite locations from the architect. The height of the center of outlets above the finished floor, if not otherwise specified or shown on the drawings, shall generally be as follows: Switch Outlets Wall Receptacles 48" above floor 18" above floor Page 16-5 Wire: All wire shall have copper conductors, with U.L. label. All wire shall be run in conduit. All wire #8 and larger shall be type THW thermoplastic building wire with stranded conductors. All wire #10 and smaller shall be type THW or THHN thermoplastic building wire with solid conductors. Wire through fluorescent fixture channels shall be type THHN. All branch circuit wiring shall be not smaller than #12 wire. Control wiring shall have 600V insulation and shall be of the proper type, size and number as required to accomplished specified function. Wirine Installation; A. All wiring shall be installed in approved raceway and enclosures. B. Support all wire and cables in vertical installations as required by code by installing cable supporters or plug -type conduit riser supports. C. All wire and cable in conduit shall be continuous without taps or splices. All splices or taps shall occur in approved boxes and enclosures and shall be kept to the minimum required, and shall be made up with approved solderless connectors. All splices, taps, and joints shall be insulated as required by code. D. All materials used to terminate, splice or tap conductors shall be designed for, properly sized for, and U.L. listed for the specific application and conductors involved, and shall be installed in strict accordance with the manufacturer's recommendations, using the manufacturer's recommended tools. E. Where wire is indicated to be installed, but the connection is indicated "future" or "by others ", contractor shall leave a minimum of 3 feet of "pigtail" at the box, tape the ends of the conductors, and cover the box. F. Conductors shall have insulation of the proper color to match NEC color code system. In larger wire sizes where properly colored insulation is not available, the contractor shall use vinyl plastic electrical tape of the appropriate color around each cable at all termination points, junction and pull boxes. G. All terminal blocks and wire terminals for control wiring shall be properly numbered for identification with vinyl stick -on markers or equivalent. H. Voltage drop in branch circuits shall not exceed 2%. Wirina Device§& Furnish and install the following outlets and switches where shown or required. All outlets and switches must be of the same manufacturer and not mixed on the project. Color of toggles and receptacles shall be ivory; except in wood paneled areas which shall be brown. Duplex Receptacle: Single Pole Switch: Three -way Switch: Pilot Light Switch: Key Switch: Pass & Seymour #5352 Pass & Seymour #20AC1 Pass & Seymour #20AC3 Pass & Seymour #20AC1 -RPL Pass & Seymour #20AC1 -L Equivalent Hubbell, Leviton, Arrow -Hart, Bryant, and General Electric will be acceptable. Page 16 -6 Switch and Outlet Cover Plates: All switch and outlet plates shall be P&S Sierra satin stainless steel; except in wood paneled areas which shall be brown plastic. Switch plates in unfinished rooms and spaces shall be stamped steel plates, cadmium plated. Groups of switches shall be under one gang - plate, usually mounted horizontally; where required by details, vertical mounting shall be used instead. Plates shall be set plumb, parallel, and shall finish flush with the wall. Weatherproof cover plates shall be stainless steel type 302 with PVC gasketing. Plates shall be Sierra WPD or equal with separate lift covers for each device. Wiring of Mechanical Equipment: Furnish and install all power wiring, and all control and interlock wiring of all units, pumps, fans, water heaters, door operators, etc. Connect per manufacturer's wiring diagrams. Furnish and install all disconnect switches as required. This contractor shall verify the actual wire sizing amps for mechanical equipment from the equipment nameplate; electrical installation shall be based on actual required amperages, which may vary somewhat from the wire and equipment sizes shown on the drawings. Properly sized electrical wire and equipment shall be furnished without extra cost to the contract. Winne of Thermostats and Temperature Controls: Furnish and install all control, interlock, and power wiring of all thermostats and temperature control devices including wall - mounted sensors, timeswitches and override timers, etc. See drawings for locations; see Section 16400, Relay Control Panels, of this specification for description of control. Connection of Equipment Furnished by Others: This contractor shall rough -in, and then completely connect after equipment installation by others, all kitchen and bar equipment, etc., as detailed and noted on the drawings, except for those items specifically noted to be connected by others. Outlets and approximate loads for the various items of equipment are noted on the drawings. It shall be the responsibility of this contractor to verify exact locations and electrical characteristics of such outlets, as well as to verify the required method of termination for each item (such as junction box, special receptacle, etc.). Compliance with proper termination requirements shall be part of the contract and shall be met without additional expense to the owner. Provide wiring of fire extinguishing system for exhaust hoods including electrical interlock of automatic fuel shut -off valves and/or provision of shunt trip breakers for shut -off of electrical equipment under hood. Telephone System Provisions: Provide and install telephone service conduit as shown on drawings or as required by telephone company. Provide and install 4'x4'x14" plywood board (and two duplex outlets) on wall for telephone equipment at location as shown on drawings. Provide and install flush mounted telephone outlet boxes with 14" conduit stub -up concealed to accessible ceiling space at locations shown on drawings. SECTION 16400: SERVICE AND DISTRIBUTION Connection to Serving Utilities; Contractor shall provide proper termination, metering provisions, etc. for electrical and telephone services for connection by the serving utility, in strict compliance with the requirements of all codes having jurisdiction and of the serving utility involved. All service terminations and connection points shall be verified in the field by this contractor, and he shall work in conjunction with the utility involved in the Page 16 -7 installation of all services. This contractor shall provide all conduit, accessories, etc. required for complete utility companies involved within two weeks after notice to proceed, of all required information necessary in order for the utility to supply the project without delay. Electrical contractor shall pay all charges of the serving utility for the electrical service. Electrical Service: See drawings for type, size, voltage, phase, etc. Grounding; All conductors, conduits, motor frames, etc. in this contract which require grounding shall be permanently and effectively grounded by this contractor in a thorough and efficient manner conforming in all particulars to the National Electrical Code. Disconnect Switches: Contractor shall furnish and install Square D fused or non -fused (as noted or required) NEMA heavy duty externally operated safety switches where not furnished with the starting equipment, and at all other points required by code. Fuse holders shall have Class R rejection feature. Construction shall be of a NEMA design suitable for the environment installed. Switches shall be a part of the national accounts program described below. Fuses: Each circuit and set of fuse clips throughout the job shall be equipped with Buss or approved equal Shawmut or Brush fuses, size and type as required or indicated. Fuses used to protect motors shall be UL Class RK5, similar to Fusetron. All fusible switches throughout the project shall have fuse holders with Class R rejection feature. All fused devices shall be labeled as to type and size of fuse required. N;, Distributionpanelboard, lighting /powerpanelboards, disconnect switches, and relay control panels specified below are a part of a national accounts program and shall be purchased through Suncoast Environmental Controls, Inc. 7000 Bryan Dairy Road, Bldg A-4 Largo, Florida 34647 Attn: Steve Gyorice (813)544-6679 Power Distribution Panelboard: Furnish and install Square D, I -Line Type HCM, circuit breaker distribution panelboard with number and size of circuit breakers as scheduled and located on the drawings. Panels installed as service entrance equipment shall be permanently marked to identify it as suitable for use as service entrance equipment. The combined series integrated equipment short circuit rating of the main and branch circuit breakers shall not be less than 65,000 A.I.C. The panelboard shall be complete with thermal magnetic plastic case circuit breakers of the bolt -on type assembled in a finished cabinet. All buses shall be copper only, included phase, neutral, and ground buses. All 2 and 3 pole breakers must be common trip. Special silk - screened circuit labeling is required. Panelboards: Furnish and install Square D Type NQOD lighting /power panelboards, as scheduled and located on the drawings. The panelboard shall be complete with thermal magnetic plastic case circuit breakers of the bolt- Page 16-8 1 on type assembled in a finished cabinet. Breakers used as switches for 120 volt lighting circuits shall be approved for the purpose and marked "SWD ". Plug -in type breakers will not be acceptable. All buses shall be copper only, including phase, neutral, and ground buses. All 2 and 3 pole breakers must be common trip. Special silk - screened circuit labeling is required for all panels. Relay Control Panels: Furnish and install special relay control panel system including all components, etc., as specified and as shown on the drawings, as manufactured by Suncoast Environmental Controls, Inc. Control Panel System shall include all switches, pilot lights, magnetic starters, relays, contactors, timeswitches, etc. as required to control several groups of exterior lighting, rooftop HVAC units, exhaust and makeup air units for kitchen hoods, Ansul fire extinguishing systems, etc. Special silk - screened circuit labeling is required for all control items. Control panel system shall also include wall - mounted temperature sensors for RTU's. SECTION 16500: LIGHTING NOTE: Lighting fixtures for this project (except as otherwise indicated) are a part of a national accounts program and may be purchased through: City Lighting Products Co. 5001 Stilwell Street Kansas City, MO 64120 Attn: Gary Meier, (816)231 -4080 Contractor shall be responsible for contacting this firm to verify all items of equipment being furnished, and to include in his bid the cost of all other items required for installation, but not being furnished under the lighting fixture program. Lamps for all lighting fixtures shall be provided and installed by this contractor. Provide lamps indicated on the drawings, or if not indicated, as recommended by the fixture manufacturer. In all cases lamps shall be compatible with specified fixture. All fluorescent lamps shall be cool white, unless noted or directed otherwise. Incandescent lamps shall be type and wattage as shown on the drawings and shall be 130 volt unless otherwise scheduled or specified. Ballasts: All fluorescent fixtures shall be equipped with energy saving, high power factor ballasts, solid packed CBM Type P. Provide special ballast types where indicated in the light fixture schedule or as required for proper operation. All ballasts installed in outdoor fixtures shall be suitable for -20 °F temperature operation. Light Fixture Locations: Light fixtures shown on the electrical drawings represent general arrangements only. Refer to Architectural drawings for more exact locations. Coordinate location with all other trades before installation to avoid conflicts. Light futures locations in mechanical rooms shall be coordinated with final installed piping and ductwork layouts. Light Fixtures: Page 16 -9 1 Provide light fixtures as scheduled on drawings. This shall include all lamps, material and labor to securely hang fixtures, clean them and make them completely ready for use. All light fixtures shall include all necessary accessories required. Light fixture models scheduled on the drawings are to show the manufacturer, grade and style of fixtures required only. Provide all hangers, supports, and miscellaneous hardware required to install light fixtures. Provide proper trim to fit each ceiling condition actually encountered. Parldne Lot Lighting: This contractor shall furnish and install all components of the parking lot lighting system, including pole assemblies as detailed on the drawings and described below. All material furnished shall be of the best quality and workmanship, and the manufacturer may be required to furnish satisfactory evidence of the ability to supply the material in accordance with the drawings and specifications. Poles and luminaires shall be McGraw - Edison as noted on the drawings. All poles shall be furnished with handholes. Four high- strength steel anchor bolts shall be furnished for pole mounting. Each anchor bolt shall be threaded at the top, fitted with hexagon nuts, and shall have an "L" bend on the bottom of the bolt. All anchor bolts and nuts shall be galvanized. All other small hardware required (bolts, nuts, washers, shims, etc.) shall be galvanized. Pole finishes shall be as noted on the drawings. Page 16 -10 G. APPLEBEE'S COLORS AND PATTERNS 1994 PROTOTYPE 7/6/94 NOTE: These are colors only. Paint materials are specified in trade section of project manual as to coats and gloss required. Location of colors on exterior of building to be determined by Applebee's and must be verified for each job. PAINTS AND STAINS: Exterior: Concrete masonry interior of Trash Enclosure (and stucco buildings where applicable): Sherwin Williams #BM -73 -20 BOULDER Wood gates and gate flames: Sherwin Williams #SW2308 RIVERBOAT Hollow metal doors, frames, and sidelights, gooseneck light fixtures, pipe bollards, metal downspouts (and steel railings where applicable) handicap parking sign posts: Sherwin Williams #BM -78 -24 TRITON GREEN Metal coping (and accent stripe: used on wood siding and stucco building): Sherwin Williams #BM -78 -24 TRITON GREEN (coping) and Sherwin Williams #SW2308 RIVERBOAT (accent stripe) Exterior wood doors, frames, and sidelights (vestibule doors and exit doors at sides): Exterior face: Sherwin Williams #BM -78 -24 TRITON GREEN Interior face: Benjamin Moore AMERICAN WALNUT #241 -59 Exterior stained wood trim at greenhouse and siding on storage shed: Olympic #709 Semi - Transparent Oil -based stain Caulking: Dark bronze or cedar color Awning frame touchup: Aluminum color Metal counter flashing mounted in brick: Sherwin Williams #SW2308 RIVERBOAT Aluminum flashing at greenhouse window sills and conduits at greenhouse roof lighting: Sherwin Williams #BM -5 -24 DOUBLE CHOCOLATE Exposed gas piping: Sherwin Williams #SW2308 RIVERBOAT from ground to coping cap and Sherwin Williams #BM -78 -24 TRITON GREEN along coping and on roof. Interior: Beaded ceiling (bead board) wall paneling, base and oak horizontal rails (with brass), interior face 1 1 of exterior wood doors, and oak tread, stringers and nosings: Benjamin Moore AMERICAN WALNUT #241 -59 stain; Satin finish polyurethane (2 coats) Partition caps, columns, wainscot trim, ceiling of greenhouse, crown molding, office cabinets, office counter trim, jambs, wainscot trim at greenhouse, outside corners below partition caps and end cap of partition wall (per standard detail 41 and 42) Public restroom doors: Gloss finish polyurethane (two coats) Door from dining room to vestibule: Benjamin Moore AMERICAN WALNUT #241 -59 Stain both sides. (Note: Door and wood trim at head and jambs of this door to receive gloss polyurethane as in paragraph above) Wall diffusers in greenhouse soffit and wall grille in front of ice machine: Sherwin Williams DOUBLE CHOCOLATE #BM -5 -24 Speakers and HVAC diffusers in dining room ceiling: Match Cranberry Ceiling Tile Interior door frames and interior hollow metal doors, and interior faces of exterior hollow metal doors and frames: Sherwin Williams #BM -5 -24- DOUBLE CHOCOLATE Restroom ceilings: Sherwin Williams #SW1116 VELLUM Office ceiling, all masonry walls scheduled for painting and liquor storage room ceiling and walls: Sherwin Williams #SW1409 ALFALFA SPROUT Oak table tops: Gloss finish polyurethane (at least two coats). No stain. PLASTIC LAMINATES: Tops and splash for men's and ladies' restroom vanity: CORIAN "Sierra Sandstone" Plastic laminate for linen storage cabinet: WILSON ART #D30 -6 NATURAL ALMOND (exterior surfaces; interior may be standard white or off - white) Plastic laminate for office counter and for both interior and exterior of server stations and host station: WILSONART #7209 -13 NEPAL TEAK (CORIAN "Sierra Sandstone" for server station top' and splash). Plastic laminate for men's room and ladies' room toilet partitions: WILSON ART "Hunter Green" #D79 -6 Plastic laminate for ladies' room vanity support bracket and back panel under vanity: WILSON ART "Sand" #D331 -6 WALL AND FLOOR FINISHES: 2 Vinyl wall covering for dining rooms: Koroseal, KORD- O -ROI, "Parsley" (No print), Custom Color /117-179 Cornwall, Inc., (800)333 -9595 or (816)472 -5066, Lloyd Grisham Patterned carpet for dining rooms: Masland Carpets Custom #9845 Color CC147 Pruit Apple. Solid color carpet for booth base and for bases of high top tables: Masland Carpets Custom #9845 Color CC187 Apple Solid Masland Carpets, Inc. 716 Bill Myles Drive, Saraland, AL 36571 (800)633-0468 or (205)675 -9080, "KC" Karen Mount Quarry tile paver for vestibule and waiting area (4" x 8 "): Summitville Tiles, "OLDE TOWNE ", #10 red Quarry tile for bar dining, restroom vestibule (6" x 6 "): Summitville Tiles, #10 red, Standard Grade, Square Quarry tile for kitchen and bar (6" x 6 "): Same as bar dining except with abrasive fines Ceramic wall tile for restrooms (4 1/4" x 4 1/4 "): Monarch Tile Field: #714 Bone White Accent #1(top): #627 Burgundy Accent #2(middle): #135 Dark Taupe Accent #3(bottom): #667 Hunter Green Ceramic mosaic floor tile for restrooms (2" x 2 "): DAL TILE DAL - KEYSTONES "Earthstone" #DK -146 LONE STAR CERAMICS "Brown Range" #A -6000 Ceramic wall tile grout: White All floor tile grout: Color #934 Sand Beige from Summitville Prefinished wall panels for kitchen areas: "FRP" panels, NATURAL ALMOND color, krinkle finish UPHOLSTERY VINYLS: Booth seats and backs: Naugahyde SPIRIT II #US 364 BURGUNDY (Seat and head roll) Arc Com CAVALIER WOOL #AC -62415 Color #16 CRANBERRY (inside back) Bentwood chair seats: Naugahyde SPIRIT II #US 364 BURGUNDY Bar stool seats and backs and bar chairs: Naugahude SPIRIT II #US 364 BURGUNDY 3 1 (Option: Naugahyde ROGUE II #RU -820 WALNUT) REMODEL MATERIALS (REVERSE COLORS): Vinyl wall coverings for dining rooms: Koroseal, "Burgundy Paper Part" Custom Color #17 -177 "Apple Red" Comwall, Inc. (816)741 -5066 Lloyd Grisham Loop Carpet (Remodels Only): Masland Carpets, Loop Custom Imari #7400 Color #13486 Carpet Booth Bases & High Top Table Bases: Masland Carpets Custom #9845 Color CC187 "Apple Solid" Masland Carpets, Inc. (800)633 -0468, "KC" Karen Mount. Acoustical Ceiling Tiles: U.S.G. "Park Bench Green ", Non -Fire Rated #707 Color #983, Glacier U.S.G. "Park Bench Green ", Fire Rated #715 Color #983, Glacier Rew Materials, 924 Division St. Kansas City, KS 66103 (800)444 -9792 or (913)262 -0480, Don Harris Booth Seats and Backs: Naugahyde "Phoenix" Bottle Green #PH -51 (seat and headrail): Momentum Textiles Burton Green #09179367 Bentwood Chair Seat Pad: Naugahyde "Phoenix" Bottle Green #PH -51 Bar Stool and Bar Chairs (seats and backs): Naugahyde "Phoenix" Bottle Green #PH -51 SHERWIN- WILLIAMS PAINT FORMULA APPLEBEE'S NEIGHBORHOOD GRILL & BAR COLOR & NAME BASE COLORANT O FULL OZ. 1/32 OZ. 3-2 6 16 1/64 OZ. 1/128 OZ. BOULDER BM -73 -20 Tinting White Deep Gold Maroon Black 2 I ' •I: • A SW2308 : ase C : ac Deep Gold White Maroon 8 •1 • ` - •1 ` BM 78 -24 : ase B : ue Black 6 2 DOUBLE CHOCOLATE BM 5 -24 — Base R Base X Deep Gold Maroon Black Yellow Red Black 4 2 4 32 10 5 2 VELL SW 1116 10 • 0 • .. a .1.. SW1409 : ase •. Peep Go • Green Black 1 1 2 LJ 1.] [,GI I.,�Tio1 -lS 012- 4-?r1-1.% 6'15 C-5-Lirl-VG.614ereg- REC• IVED • MAR 3 199 - ROBERT•fOSSATIT ASSOC. (-EXPIRES 8/25/ 9 57-777 S W' ENS ON SAY FAGET project 2013 Fourth Avenue 0403'. Seattle,Washington . 98121 ' Telephone' (206) 443 -6212 I client Fax (206) 441 -0593. date design check ssf no. sheet q.-7.01Ci ) 3t9,.a -ogi 4:.. (s)( 9- /i/) -`l / 9- tip?. 5...' /d d • S W SAY FAGET E N S O N Avnc -E 's project 2013 Fourth Avenue 8403 • SeuUe,Wuhjngton 98121 Telephone 443.6212 I Eat Fax 441-0593 , __._. 2/2411 date ssf no. c design sheet check ... v.) ...1 r AIM /6„, nit pt-,. (5) y • —4; re* 31/8.)1.5_ .. 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SWENSON SAY Alavoc.e-bee 7-1 2-e-ficfS project date so. no. 4)15 5 FAGET design sheet 2013 Fourth Avenue N403 ." Seaule,Washington 98121 i Telephone C206) 443.6212 Fax (206) 441-0593 client check , . . 4Y1 )(I /5/ C ‘oti. 0V)(3) 4. ((315` - tr." -* ••■■•••""'''' r"... • " tse."-/ • . ' • • ; • . • • • • • • . • '• .• • 1 - • • _ . • ,, ,, . 1.147-11 4; 4-14- •• • • v „ t5 0.3-= D 000 ztt S S.WENSON SAY FAGET 2013 Fourth Avenue 0403 Seattle,Washington 98121 Telephone (206) 443-6212 Fax - (206)441.0593 project Alotiai-e-thts client AY-/ 212.4111 f date s5f no. aS3 F—(40 design sheet check p S W E N S O N SAY FAGET A.Forz 's project 2013 Fourth Avenue 8403 Seude,Washington 98121 Telephone 4436212 I • client Fax 441 -0593 , A siY3 date ssf no. design sheet check P, - 1 1-0 of frvzi-LP7 69". le 6rves-- llo -Ko.c. • :M ,, i off: S W E N S O N SAY FAGET 2013 Fourth Avenue 0403 ;. •project. Scaule,Wuhington 98121 '. Telephone (2 4434212 1 client Fax (206 441 -0593 date ssf no. 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A 2fu41/s date ssf no. aS3 F-(40 design sheet check V ,...fir. .dl• fr• r 5/0trIW • SW ENSON SAY FAGET AW4. is project 2013 Fourth Avenue N403 Seatde,Washingtan 98121 Telephone (206) 443 -6212 I client Fax (206) 441 -0593 date ' �Y ssF no. design sheet check TABLE NO.A -1 -D - ALLOWABLE VALUES FOR EXISTING MATERIALS EXISTING MATERIALS OR CONFIGURATION OF MATERIALS1 ALLOWABLE VALUES 1. HORIZONTAL DIAPHRAGMS2 a. Roofs with straight sheathing and roofing applied _ 100 lbs. per foot directly to the sheathing. seismic shear - b. Roofs with diagonal sheathing and roofing applied 250 lbs. per foot directly to the sheathing. seismic shear c. Floors with straight tongue- and - groove sheathing. 100 lbs. per foot seismic shear d. Floors with straight sheathing and finished wood 500 lbs. per foot flooring with board edges offset or perpendicular. seismic shear e. Floors with diagonal sheathing and finished wood 600 lbs. per foot flooring. seismic shear 2. CROSSWALLS2'3 a. Plaster on wood or metal lath. per side: 200 lbs. per foot seismic shear b. Plaster on gypsum lath. 175 lbs. per foot seismic shear c. Gypsum wallboard, unblocked edges. 75 lbs. per foot seismic shear d. Gypsum wallboard, blocked edges. 125 lbs. per foot seismic shear 3. EXISTING FOOTINGS, WOOD FRAMING, STRUCTURAL STEEL AND REINFORCING STEEL a. Plain concrete footings. f c = 1500 psi unless otherwise shown by tests b. Douglas fir wood. Allowable stress same as D.F. No. 14 c. Reinforcing steel. 4 = 18,000 psi maximum4 d. Structural steel. ft = 20,000 psi maximum4 1Material must be sound and in good condition. 2A one -third increase in allowable stress is not allowed. 3Shear values of these materials may be combined, except the total combined value shall not exceed 300 lbs. per foot. Stresses given may be increased for combinations of loads as specified in the Building Code. FI LE: RJ BA:93 UCBCA I .TXT. 01/25/92. -19- It R EP 0 R T AMERICAN PLYWOOD ASSOCIATION • TECHNICAL SERVICES DIVISION • Report 154 Structural Panel Shear Walls ••• BY JOHN R. TISSELL RE. • JULY 1990 1. I 0:-.; -.. - I g , - .4., q -1. 1 ili ;II -.-.-...ii 4.. =:-..,..- -... --z------.., ` .N t= 2 *fir �,. [4q A.1 ., , • .4 ' .: .. . .......... ; ! ; ..." ,....: ..."...? • .• ....r.:47. ...7.......:4": ... ‘, ... ..... ......., .,........ . ... z ... 1:::..........u7...t.. ti.',,!..;.......,.: :.......;.. f .y.z....t.A. :,:::::. . . . 01990 American Plywood Association The American Plywood Association's 37,000•square•foot Research Center in Tacoma, Washington is the most sophisticated facility for basic panel research and testing in the world. The center is staffed with an experienced corps of engineers, wood scientists, foresters and wood product technicians. Their research and development assignments directly or indirectly benefit all specifiers and users of structural wood panel products. W.T. Robison President STRUCTURAL PANEL SHEAR WALLS by John R. Tissell, P.E. CONTENTS ABSTRACT 2 RECOMMENDED SHEARS 3 INTRODUCTION 3 OBJECTIVE 4 MATERIALS 4 Framing 4 Panel Sheathing 4 Fasteners 4 TEST SET-UP AND PROCEDURE 4 TEST RESULTS 7 Unblocked Shear Walls 7 Stapled Shear Walls 8 Metal- Framed Shear Walls 9 Double -Sided Shear Walls 10 Panels Over Gypsum Sheathing 11 Effect of Stud Spacing and Stud Width 12 CONCLUSIONS 13 LITERATURE CITED 14 APPENDIX A Summary of Previous Shear Walls Tests 15 APPENDIX B Calculation of Design Shears 19 .• • ABSTRACT A large number of shear walls have been tested since Laboratory Report 105, Plywood Shear Walls, was published by the American Plywood Association in 1965. This report summarizes those tests, and also includes unblocked and double-sided shear walls, and panels over gypsum sheathing. Shear walls fabricated with staples as fasteners, walls with metal framing and the effect of stud spacing and stud width are also investigated. 411 1 STRUCTURAL PANEL SHEAR WALLS by John R. Tissell, P.E. RECOMMENDED SHEARS Table 1 presents recommended design values for structural -use panel shear walls which have been derived from test results given in the body of this report, with suitable reference to previous tests of shear walls. Tabulated shears are for short-term wind or seismic loading. For "normal" Toad duration (10 years), the design shears should be reduced by 25 percent. The recommended values assume that all framing, splices, ties, hold -downs and other connections are adequately designed and detailed for the applied shear. INTRODUCTION In order for a building to resist the lateral forces caused by wind or earthquake, it is necessary that the building Include a lateral force resisting system. When the walls, roofs and floors are designed and constructed in such a way as to serve as the lateral force resisting system, they are commonly referred to as diaphragms. Vertical diaphragms which act to transfer lateral loads from horizontal diaphragms down into the foundation are usually termed shear walls. Proper detailing of the framing and fasteners attaching the panel sheathing will allow the engineer to utilize the sheathing to develop the necessary lateral Toad capacity required in the building. Shear wall design values have been in the Uniform Building Code beginning with the 1955 edition. In 1958, design shears for unblocked construction were added. However, in 1967, when vertical diaphragms (shear walls) were moved to a separate table, the unblocked values were dropped. In addition to reestablishing test data for unblocked shear walls, this research report includes test information on panel sheathing over metal framing. TABLE 1. Recommended Shear (pounds per foot) for APA Panel Shear Walls with Framing of Douglas -Fir, Larch, or Southern Pine(a) for Wind or Seismic Loading(b) • Panel Grade Minimum Nominal Panel Thickness (!n.) Minimum Nail Penetration In Framing (in.) Panels Applied Direct to Framing Panels Applied Over 1t2 or 518" Gypsum Sheathing Nall Slze lcommon or galvanized box) Nall Spacing al Panel Edges (in.) Nall Size or galvanized galvanized bax) Nall Spacing at Panel Edges (in.) 6 4 3 Vol 6 4 3 21') APA STRUCTURAL I grades 5/16 1.1/4 6d 200 300 390 510 8d 200 300 390 510 3/8 1.1/2 8d 230(d) 360(d) 460(d) 610(d) 10d(9 280 — — 430 — — 550 — — 730 -r — 7/16 255(d) 395(d) 505(d) 670(d) 15/32 260 430 550 730 15/32 1-5/8 10d(9 340 510 665 870 — — — — — APA RATED SHEATHING; APA RATED SIDING(9) and other APA grades S except species Group 5. 5/16 or 1 /4(c) 1-1/4 6d 180 270 350 450 8d 180 270 350 450 3/8 200 300 390 510 200 300 390 510 3/8 1.1/2 8d 220(d) 320(d) 410(d) 530(d) 10d(I) 260 — — 380 — — 490 — — 640 — — 7/16 240(d) 350(d) 450(d) 585(d) 15/32 260 380 490 640 15/32 1-5/8 10d(O 310 460 600 770 — — — — — — — — — -- 19/32 340 510 665 870 APA RATED SIDING(9) and other APA grades except species Group 5 5/16(0 1-1/4 Nail Slze (galvanized casing/ 140 210 275 360 Nall Sue (galvanized caging) 140 210 275 360 – 3/8 1-1/2 8d 160 240 310 410 10d(f) 160 240 310 410 (a) For framing of other species: (1) Fnd species group of lumber in the NFPA National Design Spec. (2) (a) For common or galvanized box nails, find shear value from table above for nail size for STRUCTURAL I panels (regardless of actual grade). (b) For galvanized casing nails, take shear value directly from table above. (3) Multiply this value by 0.82 for Lumber Group III 010.65 for Lumber Group IV. (b) All panel edges backed with 2-inch nominal or wider framing. Install panels either horizon. tally or vertically. Space nails 6 inches o.c. along intermediate framing members for 3/8•inch and 7/16 -inch panels installed on studs spaced 24 inches o.c.. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. (c) 3/8 -inch or APA RATED SIDING • 16 oc Is minimum recommended when applied direct to framing as exterior siding. (d) Shears may be Increased to values shown for 15/32•Inch sheathing with same nailing pro-- vided (1) studs are spaced a maximum of 16 Inches oz., or (2) If panels are applied with long dimension across studs. (e) Framing at adjoining panel edges shall be 3-lnch nominal or wider, and nails shall be staggered where nails are spaced 2 Inches 0.c.. (f) Framing at adjoining panel edges shall be 3-lnch nominal or wider, and nails shall be staggered where 10d nails having penetration into framing of more than 1.5/8 Inches are spaced 3 inches o.c. (g) Values apply to ail- veneer plywood APA RATED SIDING panels only. APA RATED SIDING • 16 oc plywood may be 11/32•inch, 3/8 •inch or thicker. Thickness at point of nailing on panel edges governs shear values. OBJECTIVE The purpose of the testing reported herein was to develop design information for constructions not currently listed in tables of recommended design shears, and to present supporting data for changes recently incorporated into Table 1. Six test series are reported: 1. Unblocked shear walls 2. Stapled shear walls 3. Sheathing over metal framing 4. Double -sided walls 5. Panels over gypsum sheathing 6. Effect of stud spacing and width Results of past testing, both previously published and unpublished, are summarized in Appendix A=- MATERIALS Framing All lumber wall frames were constructed from kiln dried (KO) Douglas -fir obtained from local building material dealers. The majority of the framing was 2 x 4, however 2 x 6 framing was used occasionally and 3 x 4's were used when required for closely spaced nails. The steel members for the metal- framed walls were obtained from local suppliers. The 14 -ga studs were 2- 1 /2 -in. deep, and the 16 -ga studs were 3- 5 /8 -in. deep. All studs had 1-5/8-in.-wide flanges. The tracks (top and bottom plates) were of the same gage as the studs for each wall. Panel Sheathing Structural panels used in the wall tests were manufactured in accordance with the requirements of either U.S. Product Standard PS 1 or or APA PRP -108 Performance Standards and Policies for Structural -Use Panels (2). Fasteners The nails, staples and screws used in the shear walls were American -made, purchased from building material suppliers. TEST SET-UP AND PROCEDURE The wall racking frames were built in accordance with the provisions of ASTM E72 Standard Methods of Conducting Strength Tests of Panels for Building Construction (3). Details of the shear wall test, as recommended in ASTM E72, are shown in Figure 1. The 4 x 8 -foot sheets of structural panel sheathing were oriented with their 8 -foot dimension vertical to the frame. Modifications to the wall frame were made only when application recommendations specifically detailed these changes. For example, the center vertical framing member for some tests was increased to a nominal 3 x 4. In this case the shear values presented in Table 1 are footnoted to specify the wider framing member to carry the higher load by offsetting potential splitting caused by closely spaced nails. Stud spacings greater than the 16 inches on center specified in ASTM E72 were also evaluated. For example, studs were spaced 24 inches on center for the metal- framed walls. Additional details for the metal stud shear walls included the use of single end studs and the use of two self - drilling, self- tapping screws at each stud -to -track Joint. The racking loads were applied horizontally to the specimen by a hydraulic cylinder having a capacity of 50,000 pounds. To measure load, a compression load cell was placed between the ram and the test specimen. • Italicized numbers in parentheses refer to literature cited. e • The walls were tested according to the procedure out- lined in ASTM E72 except for use of higher test loads and referencing the deflection measurements to the base of the wall. The loading sequence recommended in ASTM E72 applies load in 4 cycles. The first is to a load of 790 Ib (99 plf), the second to 1,570 Ib (196 plf), the third to 2,360 Ib (295 plf) and the fourth is continued until the wall fails. Except for the unblocked specimens, walls tested specifically for this report had design shears ranging from 350 to 665 plf. Using the E72 recom- mended loading, these walls would not be stressed to design load until the fourth cycle of loading. In order to subject the wall to full design forces, the load applied to the wall during the first loading cycle was equal to the established or target design shear for the wall. The load was increased to produce twice the target design FIGURE 1. Racking Load Assembly shear for the second cycle. After each of the first two cycles, the applied load was removed and the wall was allowed to recover for five minutes before residual deflection (set) was measured. The third load application to each wall specimen was continued until failure, which is indicated by a decrease in the load resisted by the wall accompanied by greatly increased deflection. Section 14.3.5 of ASTM E72 states: "The dial at the lower left, which is attached to the stud, measures any rotation of the panel, ..." Referencing net deflection to the end stud instead of to the bottom plate of the shear wall results in a significant decrease in the net deflection of the wall. This is because uplift measured relative to the end stud includes any separation between the bottom of the end stud and the plate. This separation is internal to the wall and should not be deducted when calculating net deflection. To eliminate Hold down Plates and rollers Load Lateral guides Panel firmly bolted to timber \� Timber Roller A Timber Stop' I Panel firmly bolted to timber A.1 ( the effect of movement between framing members, deflection of the test walls was measured with a dial gage bearing against the end of the top plate opposite the end of load application. This dial gage was supported by a triangular metal frame resting on steel supports attached to the bottom of the bottom plate at each end of the wall. Wall deflections measured relative to the bottom plate include deflection in the panels, fastener slip and any internal movement between framing members of the wall. The frame used to hold the deflection gage is shown in Figure 2. The frame is supported by two metal supports attached to the bottom of the bottom plate at each end of the wall. The supports transmit any settlement or uplift of the wall specimen directly to the metal frame. This eliminates any uplift or settlement of the wall relative to the test fixture from the deflection measured FIGURE 2. Deflection Measurement by the single dial gage. The frame is securely clamped to the metal support at the unloaded end of the wall. This connection causes the frame to move with the specimen and eliminates any slip of the wall relative to the test fixture from the deflection reading. At the end of the wall where the test load is applied, the frame rests on the support but is not fastened to it. Allowing the frame to slip at this end prevents any compression shortening of the bottom plate from affecting the deflection shown on the dial gage, Substituting this frame with its support at the bottom of the wall plate allows direct reading of the wall deflection with use of only one dial gage. Deflection readings were recorded at increments of one - quarter the target load. Readings were made during the entire first and second load cycles and until 2 -1/2 times the target load was reached during the third cycle. Load Weight frame to ensure contact, do not clamp Indicating dial -.— Support frame for indicating dial Clamp frame to support 1/8" x 1" wide plate notch into bottom- s • of bottom plate TEST RESULTS Test results are divided into six series, each is discussed in the following sections of this report. Test results described in each section may include specimens from previously reported tests. Unblocked Shear Walls Purpose Unblocked shear walls were fabricated with either nails or staples to provide test data for the development of design shear recommendations. The 4 x 8 -ft sheets of panel sheathing were applied with the 8 -ft dimension horizontal for this series of tests only. The resulting 8 -ft horizontal Joint between panels at mid - height of the specimen was not blocked' Test Results and Discussion Tests of twelve unblocked 8 x 8 -ft shear walls are summarized in Table 2. Since the strength of unblocked shear walls is a function of the framing spacing, the testing included both 16 and 24-in.-o.c. stud spacings. Typical failures of the unblocked walls were along the unblocked horizontal joint where the fasteners either withdrew from the framing members or pulled through the panel. TABLE 2. Unblocked Shear Walls The target design shear for an unblocked wall is correlated to the design shear for a blocked wall of the same panel grade and thickness with fasteners 4 in. o.c. along all panel edges. When the framing perpendicular to the unblocked edge is 16 in. o.c., the reduction is 50 %. For framing 24 in. o.c., one -third of the blocked wall shear for 4-in.-o.c. fasteners is used. These values are applied to unblocked shear walls fastened 6 in. o.c. along supported panel edges. The target design shears for stapled walls shown in Table 2 were calculated using the same method, but based on values for staples in blocked walls published in NER -272 (4). This calculation of design shears for unblocked shear walls is consistent with the method used for unblocked diaphragms and with the values included in the 1958 through 1964 editions of the Uniform Building Code. Omission of blocking at the horizontal joint between sheathing panels results in the shear at this joint being transferred through the nails immediately adjacent to the horizontal joint into the vertical framing members. Performance of the wall is therefore sensitive to fastener spacing in the framing members and to the number of framing members. A typical 8 x 8 -ft test wall with studs 16 in. o.c. has seven framing members perpendicular to the unblocked joint to transfer shear. The same length wall specimen with studs 24 in. o.c. has only five framing members. c5 4 Fastener Spacing(') Size , (in.) Length (In.) type Panel Thickness (In.) No. of Tests Min. Ultimate Loads (p11) Max. Avg, Stud Spacing (in.) Target Design Shear (p11) Load Factorn') STRUCTURAL I 8d 6,12 2.1/2 Ply 1/2 1 593 16 215, " 2.8 .- Nail(°) 6,6 2 -1/2 Ply 1/2 1 955 16 215 4.4' RATED SHEATHING 6d 6,12 2 Ply 5/16 2 550 588(d) 569 16 135 4.2 Nail(e) 6,6 2 Ply 5/16 2 650 750 700 16 135 5.2 6,12 2 Ply 3/8 1 300 24 100 3.0 6,6 2 Ply 3/8 1 375 24 100 3.8 16 ga 6,12 1 -1/2 Ply 15/32 1 346 16 130 2.7 Staple 6,12 2 Ply 15/32 1 381 16 • 130 2.9 6,12 1-3/4 OSB 3/8 1 335 16 105 3.2. 15 ga 6,12 1 -1/2 Ply 15/32 1 294 24 105 2.8 Staple (a) The first number is the spacing at supported panel edges, the second is the spacing at intermediate framing members. Single nail at each stud along the unblocked panel edge except as noted. (b) The load factor is determined by dividing the average ultimate load by the target design shear. (c) Stainless steel common nail. (d) At the unblocked edge an additional nail was placed along each panel edge and 3/4" away from the regular nailing. (e) Common nail. 1 • The target design shears for unblocked shear walls assume fastener spacing 6 in. o.c. along the edges of the panels supported by framing and 12 in. o.c. at intermediate framing members. Decreasing the fastener spacing can increase the shear capacity of an unblocked shear wall (5). Several test walls had fastener spacing closer than 6 in. o.c. at panel edges and 12 In. o.c. along intermediate studs. The ultimate Toads and load factors shown In Table 2 Indicate a significant increase in ultimate Toad for walls with additional fasteners. Double- nailing immediately adjacent to the unblocked edge is another method of increasing the shear capacity of an unblocked wall (6). Stapled Shear Walls Purpose Staples provide a method for developing high- design shears while still using 2 -inch nominal framing. The small diameter of the staple legs is not as apt to cause splitting of the framing as are closely spaced large diameter nails. The use of staples as fasteners in shear walls is particularly useful to avoid any tendency to split the framing lumber in rehabilitation work where the lumber may be dry and existing fasteners may already be placed at minimum allowable spacing. TABLE 3. Stapled Shear Walls Shear walls tested in this group consisted of panel sheathing fastened to lumber framing members with pneumatically driven staples. Design shears for these walls were obtained from the recommended values in NER -272. Test Results and Discussion Tests on twenty -five blocked shear walls with the sheathing fastened to the framing with staples are summarized in Table 3. The primary failure mode for stapled shear walls was fastener withdrawal from the lumber members. Failure in both tests of double -sided walls was triggered by crushing of the lumber plates by the end studs followed by staples pulling through the panels. The large number of staples that pulled through the panels may indicate that 3/8 -inch panels are too thin to fully develop the strength of a 14 -ga staple. Both walls fabricated with 5/16 -inch Rated Sheathing used panels manufactured entirely of cedar veneers. Failures In these tests were caused by the staple crowns pulling through the panels. Staple Spacing(') Size (in.) Length (in.) Type Panel Thickness On.) No. of Tests Min. Ultimate Loads (pl1 Max. Avg. Target Design Shear (plf) Load Factor(b) STRUCTURAL I 16 ga 4,12 1.1/2 Ply 1/2 1 698 280 2.5 4,8 1.1/2 Ply 1/2 2 783 888 835 280 3.0 4,6 1.1/2 Ply 1/2 1 824 280 2.9 2,12 1.1/2 Ply 1/2 1 1290 480 2.7 14 ga 2.5/8,8 1 -1/4 Ply 3/8 1 1345 435 3.1 1 -1/2,6 2.3/4 Ply 3/8 2 3561 3771 3666 1625(0 2.3 RATED SHEATHING 16 ga 4,8 1-3/8 Ply 5/16 1 606 220 2.8 1.1/2 Ply 1/2 1 718 • 255 2.8 3,6 1.3/8 Ply 5/16 1 775 285 2.7 1 -1/2 Ply 9/16 1 876 330 2.7 3,6 1.3/8 OSB 3/8 4 95'4 1066 944 270 3.5 1.1/2 OSB 3/8 1 854 270 3.2 2 OSB 3/8 1 903 270 3.3 1.1/2 OSB 15/32 1 906 330 2.7 2 OSB 15/32 1 885 , 330 2.7 2 OSB 19/32 2 978 1083 1030 36501 2.8 15 ga 3,6 1.1/2 OSB 3/8 1 1128 335 3.4 1.1/2 OSB 1/2 1 1308 405 3.3 2 OSB 19/32 1 1423 44501 3.2 - (a) The first number is the spacing at supported panel edges, the second is the spacing at intermediate framing members. (b) The Toad factor Is determined by dividing the average ultimate load by the target design shear. (c) Double -sided wall. • • (d) Design shear Is for 15/32' Structural i since values for 19/32' are not included in NER -272. 1 Metal- Framed Shear Walls Purpose The shear walls tested were panel sheathing attached to metal framing with screws or pneumatically driven .steel pins. These tests provided information on the - influence of fastener size and spacing, and gage of framing metal in order to develop data for sheathing over metal framing. Test Results and Discussion The construction details and results of tests on shear walls with metal framing are summarized in Table 4. There Is currently very limited published information on the shear capabilities of structural panel sheathing applied to metal framing. It was therefore necessary for test purposes to select target design shears based on assumptions. It was assumed that Number 10 fasteners in 14 -ga studs fully develop recognized wood framed shear wall values for 10d nails. Similarly, it was assumed that Number 10 fasteners in 16 -ga studs fully develop recognized wood framed shear wall values for 8d nails, and that Number 8 fasteners in 18 -ga studs fully develop values for 6d nails. Therefore, target design values were selected which correspond to these nail sizes in Table 1 for the tested panel thickness. The use of these values provided results which would be conservative in a properly designed and constructed shear wall. TABLE 4. Shear Walls with Steel Studs Target design shears for the steel pins were determined using the principles of mechanics based on the factors shown in the Appendix of this report. Previous testing (7) established lateral fastener values for the pins. These tests determined that the pins are equivalent to 8d common nails when used with a minimum of a 3/8 -inch -thick Structural I panel and equivalent to 10d nails when used with 15/32- inch -thick or thicker Structural I panels. The basic design lateral loads for these nail sizes are then increased 25% for the metal side plate (framing member), 30% for nails used in diaphragm construction and 33% for short-term load, An 11% reduction is also applied for use of 2 -in. nominal framing. Most of the walls tested failed prematurely when the end studs buckled or the bottom plate buckled at the buttress of the test fixture due to tearing of the bottom track at the anchor bolts. The tests did not provide a true indicator of the capacity of sheathing panels fastened to framing due to the weakness of the metal framing. Shear walls using metal framing require careful design of the end studs as highly loaded columns, and sufficient anchor bolts to provide for shear transfer from the bottom plate into the foundation or to the diaphragm supporting the wall. Further tests will be necessary to refine the method of determining design shear. Stud Size (ga.) Fastener Size Spacing(3) (In.) Panel Type Thickness (In.) Ultimate Load (p11) Target Design Shear (p11) Load Factorib) Mode of Failure STRUCTURAL! 14 10.24 4,12 PIy 3/8 1666 360(c) 4.6 Screw pull- through 16 10.24 4,12 PIy 3/8 1093 360 3.0 Studs buckled 16 10.24 4,12 OSB 7/16 1248 395 3.2 Studs buckled 18 8.18 6,12 PIy 3/8 748 200 3.7 18 8.18 4,12 PIy 3/8 960 300 3.2 Studs buckled 18 8.18 3,12 OSB 7/16 1095 390 2.8 Studs buckled. RATED SHEATHING • 14 St. Pin(d) 6,12 OSB . . 19/32 1088 365 3.0 Pins overturned 14 1 St. Pin(d) 4,12 PIy 5/8 .1865 i 545 3.4 Pins overturned (a) The first number is the spacing at supported panel edges, the second Is the spacing at Intermediate framing members. (b) The load factor is determined by dividing the ultimate load by the target design shear. (c) Design shear limited by 3/8 "panel hlckness. (d) 0.144 "dia. x 1.114 "long pneumatically driven tempered steel pin. Double -Sided Shear Walls Purpose Occasionally the required design shear cannot be obtained by a conventional single -sided shear wall. Often the most feasible alternative is to apply structural panels to both sides of the wall. The walls tested in this series were sheathed on both sides. These tests provided verification of the current design shear provisions for double -sided shear walls. Test Results and Discussion Table 5 summarizes the construction details and results of tests of double -sided walls. Results from the tests confirm that the present design shear code provisions for double -sided walls are appropriate. Ali of the double -sided shear wall's, except the two walls noted by footnote (d), were fabricated with full 4 x 8-ft panels on both sides. Since the walls were 8 x 8 ft, this means that the panel edge joints on both sides of the wall occurred on the same stud. Good design and construction practice would be to offset the plywood edge joints on one side of the wall from those on the other. The tests, therefore, represent wall TABLE 5. Double -Sided Shear Walls construction that is more critical than would normally occur in practice. It should also be emphasized that the walls used 2 -in. nominal framing except for the one wall that used 8d nails 2 in. o.c. This one wall used a 3 x4 for the center stud. Typical failure of these walls was in compression of the lumber framing where the end studs bore against the bottom and top plates. Double -sided shear walls are capable of developing extremely high loads. The designer should carefully consider column buckling of the end framing members and bearing on the bottom plate in order to transmit these forces in compression to the foundation and in tension to hold- downs. in some cases it may be desirable to stop the plate short of the end studs and allow the end studs to bear directly upon the foundation. Compression was particularly severe in the two stapled walls due to the high design shear. Panel movement, allowed by the crushing of the lumber plates, led to localized overloading of the fasteners and premature failure. Failures were ultimately due to the staples pulling through the panels. The staple pull-through may indicate that 3 /8 -in. plywood is too thin to fully develop the lateral load capacity of a 14 -ga staple. Fastener Site Type Spacing (In.) Length (In.) Panel Thickness (In.) No. of Tests Min. Ultimate Loads (01) Max. Avg, Target Design Shearrol (pip Load Factori't STRUCTURAL 6d Common 6 2 5/16 1 1600 400 4.0 6d Common 2.1/2 2 5/16 1 2500(c) ` 900 2.8 8d Common 3 2 -1/2 3/8 1 3010 1100 2.7 Bd Common 2 2.1/2 318 1 4250 1460 2.9 14 ga Staple 1.1/2 2.3/4 3/8 2 3561 3771 3666 1625 2.3 RATED SHEATHING 8d Common 3 2 -1/2 3/8 2 2418 2471(d) 2445 820 3.0 8d Common 3 2.1/2 15/32 2 2834 2881(d) 2858 980 2.9 (a) The load factor is determined by dividing the average ultimate load by the target design shear. (b) Target design shears shown are twice those for single -sided walls of the same construction. 10 c) Maximum for test fixture used for wa 1 testing at the time of test, not ultimate for wall. (d) Edge joints between panels on the two sides offset to different studs. • Panels Over Gypsum Sheathing Purpose Tests in this series were conducted to verify that accepted design shears for panel sheathing or siding over 1 /2 -in. gypsum sheathing are applicable to panels applied over 5 /8 -in: gypsum sheathing. The 5 /8 -in. - thickness is commonly used when walls must be one - hour fire - resistance rated from the outside. Gypsum wallboard was attached to the framing with minimum fasteners (one at each corner of the 4 x 8 -ft panel) to hold it in place while the plywood sheathing was placed. In normal wall construction, the additional nails placed to fasten the gypsum sheathing would add to the strength and stiffness of the wall. TABLE 6. Rated Sheathing Over Gypsum Wallboard Test Results and Discussion Recent tests of panel sheathing over 5 /8 -in. gypsum wallboard, together with prevous tests over 1 /2 -in. gypsum are summarized in Table 6. Test results confirm that the presently recommended design shears for walls with panels applied over 1 /2 -in. gypsum sheathing also provide adequate Toad factors for 5 /8 -in. gypsum sheathing. These recommendations require the use of nails one size larger for panel sheathing over gypsum sheathing than for sheathing applied directly to the framing. Fastener Site Type Spacing (In.) Panel Thickness (In.) MB Thickness (In.) No. of Tests Min. Loads (piq Max. Avg. Target Target Design Shear (p11) Load Factori't STRUCTURAL I 10d Common 4 3/8 1/2 1 1863 430 4.3 ' 10d Common 3 3/8 5/8 2 1568 1634 1601 550 2.9 - RATED SHEATHING 8d Galvanized box 6 3/8 1/2 1 956 200 4.8 8d Casing 4 3/8 1/2 2 963 1047 1005 210 4.8 8d Common 3 3/8 5/8 2 1508 1559 1533 390 3.9 (a) The load factor 1s determined by dividing the average ultimate load by the target design shear. Effect of Stud Spacing and Stud Width Purpose The shear walls tested in this series were to evaluate the effects of stud spacing and stud width on the performance of the shear wall. These tests were included to provide confirmation for recommendations concerning closely spaced nails and for studs 24 in. o.c, in currently published shear wall tables. Test Results and Discussion The potential for thin panels buckling under lateral Toad when used over framing 24 in. o.c. Is recognized in the design shears shown in Table 1 for 3 /8 -in. and 7 /16 -in: thick panels. Table 1 allows an increase in the shear values for these thicknesses when the framing is 16 in. o.c., or when panels are applied with their strength axis perpendicular to framing. Tests comparing identical walls, except for stud spacing, are summarized in Table 7. All shear wall specimens included in the tables were fabricated with the 8 -ft panel length parallel to the studs. The panel thicknesses listed are the minimum required for the design shear. Walls fabricated with thicker panels, but with the same nailing and design shear, are included with specimens using the minimum thickness panels. TABLE 7, Effect of Stud Spacing on Shear Walls Accepted design shears for 3/8- and 7/8-in.-thick panels are lower for walls fabricated with studs 24 in. o.c. than for identically sheathed walls with studs spaced 16 in. o.c. The similar Toad factors for tests of walls with the two stud spacings indicates that the reduction in design shears for these thinner panels on widely spaced studs realistically correlates with their test performance. No reduction in design shear is required for walls sheathed with 15/32 -in. and thicker panels. The similar load factors reached in most examples by specimens identical except for stud spacing indicates that the reduction applied due to the thinner panels to compensate for their tendency to buckle between studs is not necessary for panels 15/32 In. and thicker. Currently recommended design shears require 3 -in. nominal lumber at the adjoining panel edges for all nails spaced 2 in. o.c. and for 10d nails spaced 3 in. o.c. when their penetration into the framing lumber exceeds 1 -5/8 in. Performance of shear walls in current and past tests was reviewed to verify that this restriction on stud width is necessary. The tests summarizing the effect of stud width and closely spaced nails are presented in Table 8. As in Table 7, the data includes shear walls sheathed with panels greater in thickness than the minimum necessary to develop the design shear. Stud Spacing On.) Size Fastener' Spacing (in.) Pane! Thickness(') On.) No. at Tests Min. Ultimate Lads (pit) Max. Avg. Target Design Shear (pIQ Load Factor(o) STRUCTURAL I 16 8d 3 3/8 1 1844 550 3.4 24 8d 3 3/8 7 1136 1513 1362 460 3.0 16 10d 3 15/32 1 2222 665 3.3 24 10d 3 15/32 29 1496 2280 1954 665 2,9 RATED SHEATHING 16 Bd 3 3/8 14 1328 1675 1465 490 3.0 24 8d 3 3/8 17 1156 1680 1392 410 3,4 16 10d 3 15/32 1 1901 600 3.2 24 10d 3 15/32 30 1344 - 1964 1643 600 2.7 16 10d 3 19/32 2 1679 1926 1802 665 2.7 24 10d 3 19/32 16 1396 2165 1865 665 2.8 (a) Minimum panel thickness for design shear, some walls sheathed with thicker panels. 12 (b) The load factor is determined by dividing the ultimate Toad by the target design shear. Test frames using 3 -in. nominal center studs used standard 2 -in. nominal lumber for top and bottom plates and for both end studs. Observations during the tests indicate that no strength reduction is caused by 2 -in. nominal lumber when the entire 2 -in. nominal surface is available for attaching the edge of the sheathing panel. Problems with the lumber splitting occur only • when two panels are joined over a 2 -in. nominal member, and the fasteners are spaced 2 in. o.c, or when full - length 10d nails are spaced 3 in. o.c. The low load factors for 8d and 10d nails 2 in. o.c. and, in most cases, full - length 10d nails 3 in. o.c. into 2 -in. nominal lumber indicates that this construction should not be recommended. The 3.2 load factor shown in Table 8 for five tests of 10d "short" (2 -1/8 or 2 -1/4 in. Tong) nails driven into 2 -in. nominal lumber shows that 3 -in. o.c. spacing of short nails does not cause strength - reducing splits in the lumber to develop. Several tests using 2 x 6 studs indicated no significant improvement in split resistance over the use of 2 x 4's. While not tested, two 2 x 4's could be substituted for the 3x or 4x member required for closely spaced nails. This substitution would require that the 2 members be adequately fastened together to transfer all forces. CONCLUSIONS 1. Design shears for unblocked shear walls can be determined by applying adjustment factors to the design shear for a similarly constructed blocked TABLE 8. Effect of Stud Width on Shear Walls shear wall with fasteners 4 in. o.c. at panel edges. When fasteners are spaced 6 in. o.c. along supported panel edges, an adjustment factor of 1/2 for studs 16 in. o.c. and 1/3 for studs 24 in. o.c. provide adequate load factors. 2. Reasonable load factors are obtained when ultimate loads for stapled shear walls are divided by the recommended design shears as published in NER -272. 3. Panel sheathing fastened to metal framing members develops shear wall strength which may be limited by the buckling strength of the metal end studs. Additional testing is necessary before a complete table of shear wall design recommendations can be developed. 4. A shear wall identically sheathed on both sides develops twice the design shear capacity of a wall sheathed on one side. 5. The recommended design shears for panel sheathing or siding over 1 /2 -in. gypsum sheathing are applicable to panels over 5 /8 -in. gypsum sheathing. 6. The currently recommended design shear values for thin panels on framing 24 In. o.c., as well as the stud width restrictions for closely spaced nails, are reasonable and should be continued. Center Stud Width Site Fastener type Spacing (in.) Panel Thickness/'/ (in.) Ho. 01 Tests Min. Ultimate Loads (pit) Max. Avg. Target Design Shear (p11) Load Faclorrol STRUCTURAL 2x(c) 10d Common 3 15/32 6 1496 2222 1831 665 2.8 3x 10d I Common 3 15/32 24 1685 2280 1996 665 3.0 RATED SHEATHING 2x(c) 8d Common 2 3/8 4 938 1363 1156 530 2.2 2x(c) 8d Common 2 3/8 3 1328 1688 1524 640 2.4 2x 8d Common 3 3/8 20 1296 1718 1485 490 3.0 2x(c) 10d Common 2 15/32 1 1586 770 2.1 2x 10d Short 3 15/32 5 1875 1920 1897 600 3.2 2x(c) 10d Common 3 15/32 11 1200 1901 1481 600 2,5 3x 10d Common 3 15/32 5 1598 1964 1823 600 3.0 2x(c) 10d Common 3 19/32 4 1679 2050 1923 665 2.9 3x 10d Common 3 19/32 1 1805 665 2.7 (a) Minimum panel thickness for design shear, some walls sheathed with thicker panels. (b) The load factor is determined by dividing the average ultimate load by the target design shear. (c) This combination of nail size and/or spacing and lumber width is no longer allowed. LITERATURE CITED 1. National Bureau of Standards. 1983. Construction and Industrial Plywood. U.S. Product Standard PS 1 -83. Washington, D.C. 2. American Plywood Association. 1988. Performance Standards and Policies for Structural -Use Panels. APA PRP -108. Tacoma, WA. 3. American Society of Testing and Materials. 1980. Standard Methods of Conducting Strength Tests of Panels for Building Construction. ASTM E72. Philadelphia, PA. 4. Council of American Building Officials. 1985. Pneumatic or Mechanically Driven Staples, Nails, P -Nails and Allied Fasteners for Use In All Types of _ Building construction. NER•272. 5. Rose, John D..1977. Wood Foundation Shear Walls. Preprint 3054. American Society of Civil Engineers. 6. Adams, Noel R. 1966. Plywood Shear Walls, Laboratory Report 105. American Plywood Association. Tacoma, WA. 7. Tissell, John R. 1984. Plywood to Steel with Pneumatically Driven Pins. Memo American Plywood Association. Tacoma, WA. 8. Federal Housing Administration, Underwriters Division. 1949. A Standard for Testing Sheathing Materials for Resistance to Racking. Technical Circular No. 12. Washington, D.C. 9. American Society of Testing and Materials. 1976. Standard Method for Static Load Test for Shear Resistance of Framed Walls for Buildings. ASTM E564. Philadelphia, PA. •id :� ^. 10. Douglas Fir Plywood Association' 1948. Technical Data on Plywood. Tacoma, WA. 11. Tissell, John R. 1966. Plywood Corner Bracing. Laboratory Report 109. American Plywood Association. Tacoma, WA. 12. Countryman, David. 1952. Lateral Tests on Plywood Sheathed Diaphragms. Laboratory Report 55. Douglas Fir Plywood Association' Tacoma, WA. 13. Countryman, David. 1955. 1954 Horizontal Plywood Diaphragm Tests. Laboratory Report 63. Douglas Fir Plywood Association' Tacoma, WA. 14. Tissell, John R. 1966. 1966 Horizontal Plywood Diaphragm Tests. Laboratory Report 106. American Plywood Association. Tacoma, WA. 15. Tissell, John R., James R. Elliott. 1981. Plywood Diaphragms. Research Report 138. American Plywood Association. Tacoma, WA. 16. National Forest Products Association. 1986. The National Design Specification for Wood Construction. Washington, D.C. 'Name changed to American Plywood Association in 1964. • APPENDIX A SUMMARY OF PREVIOUS SHEAR WALL TESTS The tables in this appendix provide a historical record, of shear wall tests conducted by American Plywood Association. Results are not reported for wall tests where there was a failure of the test fixture, or failures did not involve the sheathing or its fastening to the framing. A large portion of the walls included in this appendix were tested per FHA Circular 12 (8). Tests to this standard only Toad the wall to 150 pif on the first load cycle and to 300 plf on the second, prior to the third cycle to ultimate load. This low level of loading can potentially result in higher ultimate Toads than ate reached when the wall is tested to full design load on the first cycle, and to twice design load on the second cycle. (Standard loads for ASTM E72 (3) are also low: 790 Ib (99 plf), 1,570 Ib (196 plf) and 2,360 Ib (295 plf) for the first, second and third cycles of testing.) Most of the walls were tested using the test fixture with vertical hold -down rods as outlined in ASTM E72. Several walls tested per ASTM E564 (9) are also included. In this method, the vertical hold -down rods specified in ASTM E72 are replaced with a framing anchor on the doubled end studs. Table Al presents a summary of tests, combining into a single entry all tests meeting the minimum thickness and grade requirements for a design shear. Table A2 lists the tests by nominal panel thickness and separately lists plywood and nonveneer panels. TABLE .Al. Summary of APA Shear Wail Tests, Nails (Common, Short, Duplex or Galvanized Box) Fastener Size Spacing (in.) Panel Thlekness(al (in.) No. of Tests Min. Ultimate Loads (0) Max. Avg. Target Design Shur (PIG Load Factor) STRUCTURAL 6d 6 5/16 9 635 1168 821 200 4.1 8d 6 15/32 2 973 981 977 280 3,5 4 15/32 1 1539 430 3.6 3 3/8 7 1136 1513 1362 460 3.0 7/16 7 1409 1645 1497 505 3.1 3/8 1 , 1844 550(0 3.4 2 3/8 1 1727 610 2.8 3/8 2 1650 2109 1880 730(°) 2.6 10d 6 , 15/32 1 1256 340 3,7 4 15/32 1 1701 510 3.3 3 15/32 30 1496 2280 1963 665 3.0 RATED SHEATHING 6d 6 1/4 18 511 850 695 180 3.9 3/8 5 535 1076 737 200 3.7 4 1/4 2 771 790 781 270 2.9 3/8 2 701 828 764 300 2.5 3 1/4 12 955 1276 1034 350 3.0 3/8 7 816 1390 1143 390 2.9 8d 6 3/8 2 600 764 682 220 3.1 15/32 7 689 1033 913 260 3,5 4 3/8 1 964 320 3.0 15/32 2 1155 1155 1155 380 3,0 3 3/8 17 1156 1680 1392 410 3.4 7/16 17 1295 1860 1507 450 3.3 3/8 25 1296 1850 1520 490(c) 3.1 2 3/8 4 938 1363 1156 530 2.2 3/8 3 1328 1688 1524 640(c) 2.4 10d 6 15/32 3 780 1048 929 310 3.0 19/32 1 1134 340 3.3 4 15/32 3 1277 1881 1526 460 3.3 3 15/32 31 1200 1964 1651 600 ' 2.8 19/32 18 1396 2165 1858 665 2.8 2 15/32 1 1586 770 2.1 (a) Minimum panel thickness for design shear, some walls sheathed with thicker panels. (b) The Toad factor is determined by dividing the average ultimate load by the target design shear. 16 (c) Design shear increased for "over•thick" panel, studs 16' o.c. or panel placed with length perpendicular to framing. TABLE A2. Detailed Summary of APA Shear Wall Tests Common, duplex and galvanized box nails Fastener Size Spacing (In.) Panel lype Thickness (iii.) Ho. of Tests Min. Ultimate Loads (pit) Max. Avg. Target Design Shear (PM Load Factor(s) STRUCTURALI • • 6d 6 Plywood 5/16 6 650 950 784 200 3.9 3/8 1 1168 200 5.8 • 7/16 2 635 885 760 200 3.8 8d 6 Plywood 1/2 2 973 981 977 280 3.5 4 1/2 1 1539 430 . 3.6 ;_;3) 3/8 1 . 1503 • 460 •! - 3.3 '-" 3/8 1 1844 550(b) . 3.4 2 3/8 1 1727 610 2.8 3/8 1 2109 730(b) 2.9 1/2 1 1650 730(b) 2.3 8d 3 Nonveneer 3/8 6 1136 1513 1338 460 2.9 7/16 7 1409 1645 1497 505 3.0 10d 6 Plywood 1/2 1 1256 340 3.7 4 1/2 1 1701 510 3.3 3 15/32 1 2026 665 3.0 1/2 5 1496 2222 1758 665 2.6 5/8 1 1929 665 2.9 23/32 1 • 1976 665 3.0 2.1/2 1/2 1 2500 770 3.2 10d 3 Nonveneer 15/32 4 1871 2200 2084 665 3.1 1/2 5 1685 1921 1829 665 2.8 5/8 3 1696 2176 1979 665 3,0 3/4 10 1889 2280 2076 665 3.1 RATED SHEATHING 6d 6 Plywood 5/16 15 578 850 727 180 4,0 • 3/8 5 535 1076 737 200 3.7 4 3/8 1 828 300 2.8 6d 6 Nonveneer 1/4 3 511 576 536 180 3.0 4 1/4 2 771 790 781 • • 270 2.9 3/8 1 701 300 2.3 3 1/4 2 778 798 788 350 2.3 5/16 8 955 1199 1041 350 3.0 11/32 2 1235 1276 1256 350 3.6 3/8 6 816 1390 1143 390 2.9 7/16 1 1140 390 2.9 8d 6 Plywood 3/8 2 600 764 682 220 3.1 19/32 3 950 1033 992 260(b) 3.8 5/8 4 689 1000 854 ' 260(b) 3.3 4 3/8 1 964 320 3.0 1/2 1 1155 380(b) 3.0 3 7/16 1 1860 450 4.1 15/32 3 1340 1850 1637 490(b) 3.3 1/2 4 1424 1718 1575 490(b) 3.2 19/32 5 1383 1675 1509 490(b) 3.1 2-1/2 3/8 1 1401 470 3.0 2 3/8 4 938 1363 1156. 530 2.2 1 1556 640(b) . 2.4 17 (Continued) TABLE A2 (Continued). Detailed Summary of APA Shear Wall Tests Common, duplex and galvanized box nails (continued) Fastener Spacing Size (In.) Panel Type Thickneu (in.) No. of Tests • Min. Ultimate Loads (p11) Max. Avg. Target Deslgn Shear (p10 , Load Factorial RATED SHEATHING (cont.) 8d 4 Nonveneer 1/2 • 1 1155 380(b) 3.0 3 3/8 17 1156 1680 1392 410 3.4 4 7/16 16 1295 1740 1486 450 3.3 3/8 1 1346 490(b) 2.7 7/16 6 1328 1593 1450 490(b) 3.0 3 1/2 3 1370 1785 1592 490(4 3.2 8d Casing 6 Plywood 1/2 2(c) 1484 1546 1515 490(b) 3.1 Single row of nails at shlplap edge 6d Casing 6 Plywood 5/8 3 1296 1620 1480 490(b) 3.0 2 Plywood 3/8 •2 1328 1688 1506 640(b) 2.4 10d 6 Plywood 1/2 3 780 1048 929 310 3.0 6d Box 6 Nonveneer '5/8 " 1 585 785 1134 340 3.3 4 1/2 3 1277 1881 1526 460 3.3 3 15/32 3 1475 1740 1650 600 2.8 15/32 1(c) 1475 600 2.5 1/2 8 1375 1913 1657 600 2.8 19/32 4 1679 2155 1964 665 3.0 2 1/2 2 1924 2276 2100 770 2.7 10d 3 Nonveneer 15/32 2 1930 1964 1947 600 3.2 1/2 16 1200 1935 1624 600 2.7 1/2 1(c) 1629 600 2.7 19/32 2 2036 2050 2043 665 3.1 5/8 9 1710 2165 1886 665 2.8 21/32 2 1515 1628 1572 665 2.4 3/4 1 1396 665 2.1 2 1/2 1 1586 770 2.1 Panel Siding Fastener Spacing Size Type (in.) Panel Type Thickness (in.) No. of Tests Min. Ultimate Loads (pit) Max. Avg. Target Design Shear (p11) Load Factor() Double row of nails at panel edge 6d Casing 6 Plywood 5/16 1 484 140 3.5 3/8 1 650 140 4.6 4 3/8 1 553 210 2.6 1/2 1 730 210 3.5 9/16 1 664 210 3.2 3 3/8 1 659 275 2.4 8d Casing 6 Plywood 19/32 1 617 160 3.9 Single row of nails at shlplap edge 6d Casing 6 Plywood 5/8 1 360 140 2.6 8d Casing 6 Plywood 5/8 3 400 637 512 140 3.7 4 5/8 7 627 819 728 210 3.4 6d Box 6 Nonveneer 7/16 11 585 785 656 150 4.4 (a) The load factor is determined by dividing the average ultimate load by the recommended design shear. (b) Design shear increased for "over thick" panel, studs 16' o.c. or panel placed with 8' length perpendicular to framing. (c) All nails overdriven 1/8'. APPENDIX B CALCULATION OF DESIGN SHEARS The building codes allow calculation of diaphragm and shear wall values using the principles of mechanics. Such a calculation involves several factors not shown In the building codes, such as Influence of framing lumber width and panel thickness versus nail size. This appendix lists these factors and details the steps required to calculate design shears. The currently accepted shear wall design values were based on applying a load factor to ultimate loads from tests of actual shear walls. The relationship between the design shears for different nail sizes is based on the relative lateral design values for the nails in the.. Uniform Building Code at the time the basic shear wall research was conducted. Lateral nail values and their relationships were changed in the 1964 Code; however, the original tabulated values based on tests were never adjusted to accommodate these changes or to make them correlate with the new individual nail design values. As a result, computation of shear wall design loads using currently accepted nail values and the design factors listed in this appendix will give conservative results. Shear Wall Design Factors Previous tests of fasteners (10), shear walls (5)(6)(11) and diaphragms (12)(13)(14)(15) have established the following factors to be used in the calculation of design shears. 1. Plywood containing Species Group 2, 3 or 4 veneer. a. Design shears are 90 percent of those for Structural I (all -Group 1) panels of the same thickness, for the same nail size and spacing. b. Design shears are 100 percent of those for Structural 1 (All -Group 1) panels one size thinner, for the same nail size and spacing, if minimum nail penetration into framing is maintained. 2. Design shears are reduced 11 percent when 2 -in. nominal lumber is used. Framing at adjoining panel edges shall be 3 -in. nominal or wider, and nails shall be staggered where nails are spaced 2 or 2 -1/2 in. o.c., or where 10d nails having penetration Into framing of more than 1 -5/8 in. are spaced 3 in. o.c. 3. Nailing 4 in. o.c. at panel edges of blocked shear walls is used as the "basic" shear to derive the following values for unblocked shear walls. _ a. For studs 16 in. o.c., use 50 percent. b. For studs 24 in. o.c., use 33 percent. 4. Design shears for 3 /8 -in. panels placed parallel to framing 24 in. o.c., must be reduced 17% to account for panel buckling (8.50/0 for 7/16 -in. panels). Nail examples Example No. 1 8d common 3" o.c., 3/8" Rated Sheathing, parallel to 2x framing 24" o.c. 78 x 1.3 x 1.33 x 0.89 x 0.90 x 4 x 0.83 - 359 plf 17% reduction for framing 24" o.c. nails per foot reduc ion for non•Structural I Rated Sheathing 11% reduction for 2x lumber 1/3 inc ease for wind and seismic, Para, 2,2.5.3 & 8.1.4 (16) 30% Increase for nails used In diaphragm construction, Para. 8.8.6.5(16) design lateral load for 8d common nail, Table 8.8C (16) Use 360 pif (table value is 410 plf) Example No. 2 10d common 3" o.c., 15/32" Rated Sheathing, 3" framing 24" o.c. 94 x 1.3 x 1.33 x 0.90 x 4 - 586.6 plf Use 585 plf (table value is 600 plf) JUL— 7 -95 FRI 11:59 ARIA GROUP ARCHITECTS fill • Aria Group 7084451788 P.02 qL/..oq35 RE: Applebee's, 17790 South Center Parkway, Tukwila, Washington. Mr. Schenk, We wish to receive approval to use Sectiori"608 - Shutoff for Smoke Control" from the 1994 Uniform Mechanical Code for the Applebee's Restaurant project at Tukwila, Washington. This section reads: 1100 Wass lake St. Suite 140 Oak Park, Illinois 60301 708 445 8400 Fax 708.445.1788 SECTION 608 - SHUTOFF FOR SMOKE CONTROL Air - moving systems supplying air in excess of 2,000 cubic feet per minute (940 L /s) to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. Such devices shall be compatible with the operating velocities, pressures, temperatures and humidities of the system. Where fire detection or alarm systems are provided for the building, the smoke detectors required by this section shall be supervised by such systems. EXCEPTIONS: 1. When the space supplied by the air - moving equipment is served by total coverage smoke - detection systems complying with U.F.0 Standard 14 -2, interconnection to such system may be used to accomplish the required shutoff. 2. Automatic shutoff is not required when all occupied rooms served by the air - handling equipment have direct exit to the exterior and the travel distance does not exceed 100 feet (30.4 m). 3. Automatic shutoff is not required for Group R, Division 3 and Group U Occupancies. 4. Automatic shutoff is not required for approved smoke- control systems or where analysis demonstrates shutoff would create a greater hazard, such as may be ••• JUL- 7-95 FRI 11:59 ARIA GROUP ARCHITECTS Page Two 7084451788 P.03 encountered in air-moving equipment supplying specialized portions of Group H Occupancies. Such equipment shall be required to have smoke detection with remote indication and manual shutoff capability at an approved location. Respectfully, - Michael Berns cc: Mark McDonald Tobb Construction 05/03/95 12:23 GLEASON— ASSOC *SWENSON SAY FACET 4 2064313665 NO. 188 002 A Struct y�r Corporation Project Data 779 TOBB Construction 3016 N.E Blakeley Suite 1000 Seattle, WA 98105 A77N Mark McDonald [EXPIRES %25 / 9e, �_ DATE PROJECT BY 2013 4th Avenue, 1403 Seattle, WA 98121 Ph (206) 443.6212 Fx (206) 441.0593 May 3 1995 Applebee's Southcenter Tukwila, WA Dan J. Say Memorandum RE: Site Visit on May 3, 1995 G1 f Y 01- l'UKWjL APPROVED MAY 4 1995 if 'J I visited the Applebee's job site at Southcenter to review several issues brought fo Tukwila building inspector Dave Larson. These items aro noted as follows: ISIQnl • The glu -lam beam near grid D 1.1 was shown as a flush beam in the approved structural plans. The new purlins were shown to be hung off the beam with premanufactured hangers. The in place condition has the glu -lam beam lowered and the purlins supported directly on the glu -lam blocked to the appropriate height. We find this as built condition acceptable. • The shearwalls.have been erected to the bottom of the sheathing with the drag struts installed along side the wall in lieu of over the top as indicated in the approved structural drawings. Weflnd this condition acceptable as long as the drag strut is detailed as shown In the attached sketch SK-1. • At numerous locations the drag struts are butt jointed without a connection between pieces. This occurs both along the length of the shearwall as well as along the length of the drag strut> We recommend splicing adjoining sections of drag strut with (2) MST 37 straps. • At several locations the drag struts are discontinuous at an interior beatn. The drawings show steel strap attaching adjoining sections of drag strut. We recotnmend attaching the adjacctu pieces with one L7T20 tie each etd of the drag stria as shown in the attached sketch SK-2. 1 trust this addresses the inspectors questions regarding these issues. If you have additional questions on this please contact me. 05/03/95 12:24 GLEASON— ASSOC *SWENSON SAY FACET 4 2064313665 NO. 188 P03 EXPIRES • 8/25/ f BUILDING DIVISION Swenson Say Faget ,1 ti1 ruci lli.11 I:i��iii�•( i ins ('(,I tnu,il um 0114 5o Al G2 orojeot 5'3 'lc dale asp n prod, shoot 2013 Fourth Avenue 0403 • Sualllo WA 98121 • Phone 200 443-0212 • Fax 200) 441 -0603 ' '05/03/95 12:24 GLEASON— ASSOC *SLJENSON SAY FAGET 4 2064313665 NO. 188 004 CITY OF TUKWILA APPROVED MAY 4 1995 Swenson Say Faget A SI .11 Ellt;li,ccriu•. dale s pro), no..51 • 2. design :heel 2013 Fourth Avenue #403 • Seattle WA 06121 • !'!tuna 206 443.0212 • Fax (200)141 -0593 BY; 00; FAX NO. (206) 441'0593 maw poor., 0 04/25/95 14:56 GLEASON— ASSQC +SLJENSON SAY FArET -> 266 575 49p4 E O Fly E.Ne 142 902 A0t 2 6 1995 Project Data CVtvuv�vi�, . DEVELOPMEiv7 2013 4th Avenue, 0403 Seattle, WA 98121 Ph (208) 443 -6212 Fx (208) 441 -0593 CITY OF Tt'101LA A PPROV.ED APR 2 6 1995 /lu Ivul To: The ARIA Group Architects Dale: April 25, 1995 IC DIN(; 1100 West Lake Street. Oak Park, Illinois 60301 P,ojecr: Applebee's Southeenter Attn: Mike Berns 13y: Dan J. Say ►n■ y� a yes Memorandum RE: Contractor requested substitutions The contractor has proposed two substitutions in which the City of Tukwila building inspector would like .approval from us. • Hilti C. 100 epoxy is Approved as a substitute for the t-LS -200 Solid Bond epoxy called out in the structural drawings. • Erico Tool and Fastener Company 0.100" diameter steel pins may be substituted for the soll'tapping screws indicated in the shearwall schedule. The spacing of the pins shall match the screw spacing. The enclosed sketches show the modifications which have been approved. lf'you have any questions please contact me. 'EXPIRES 8126/ 04/251$5 14:56 GLEASON—ASSOC*SWENSON SAY FACET 4 206 Am:7472: 199:. F)E--..cti(=Etni::i'L'i In 17,4 t:, 1,. r 575 4952.'. • • • NO: 142 903 ": • • • 14-54t t 'L. 116 4. ._•;1- CITY OF TIJKW LA APPROVE 17nRirv2r, 6 19 R Mpg •1 • sm..-sar,tr-r.••=7 "="'S • • • Utz: •..J,L"--••• • a 2 < 41.••••■• it APR 2 6 1995 04/25/95 14:5? GLEASON- ASSOC *SWENSON SAY FACET -► 206 575 4952 Q Vik $t 1 i t'4 3 , � Q o £ 4 --,,' 4 cr.. \6 i A ( ..NONS, _1 €t ° i %Ay, P7. 9tg NO. 142 904 CITY OF TUKWILA APPROVED APR 26 1995 R O B E R T FOSSATTI A S S O C I A T ES CONSULTING ENGINEERS March 16, 1995 1 PROVESSR)\ 11. SERVICES CORPORATION Aria Group Architects 1100 West Lake Street, Suite 140 Oak Park, IL 60301 !ODD \1)R1O\ 81I1.II \G 801 SECOND 11E \I F; sE \T31.E. 1f ■Sill \(pro\ 0811)1 TEL1I'H(1 \E: (206)621-1803 E\\:1206)62I.9i1l1 Attention: Mr. Daniel Watts Reference: 94 -T -20 (Applebee's Grill and Bar) Dear Mr. Watts: 110 sol: nl IIOFEI. STREET St ITF; 202(; 1 l0\OI.ULU.11:a\ 11196311:3 TELEI'I IO\ E: 111(111333.13(199 E11: 18081341-2200 RFA #94102 -20 We have received additonal information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no additional comments. We have forwarded the drawings, calculations, and soils report to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. .0e4.40'11-4" _17-- andra B. Stampfli, P.E. SBS:6 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA MAR 1 7 1995 PERMIT CENTER 94T20 6.DOC 3/16/95 R O B E R T FOSSATTI A S S 0 (; 1. t '1 I S f,O \Sf Cfl \n E\t;I \EERS March 13, 1995 1 PROFESSION 11, sER1I(;ES CORPOR \TIO\ Aria Group Architects 1100 West Lake Street, Suite 140 Oak Park, IL 60301 111110 \URTO\ 81 II.l)I \( 0O I SI :r( \0 \\ I•: \I F: SI V1T!.e.Il \S1 II \(:(TI) \'lnnl FIa,EI' )\F:: 120610:1.1803 F1\: (30111 Cr"21. )7 10 Attention: Mr. Daniel Watts Reference: 94 -T -20 (Applebee's Grill and Bar) Dear Mr. Watts: 11 1+ S(It TI I I IOTF:I. STRE ET SI I1 F 2021; 1U\ )Lill. I I \ \V \II U1i813 TF:I,F:P11n\F:: (8001 3: I; R J F1 \:(81181313.nm RFA 94102 -20 We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. We cannot verify code compliance for assumed shear capacity of plywood sheathed metal stud shear walls without ICBO approved documentation. The building official, however, may approve such an assembly in accordance with the provisions of Section 105. 2. The Roof Framing Plan on Sheet S3 indicates 2x drag strut members. Coordinate with Detail 4 on Sheet S5 as required. 3. Method of shear transfer from roof to plywood sheathing at exterior shear walls is still unclear. Provide details (at locations with and without Simpson coil straps) for clarity. Please forward a copy of this letter to the structural engineer and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P. • SBS:5 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 94T20 5.DOC 3/13/95 RECEM/7 MAR 141995 �ilJl'v +. OEVELL:I S W E N S O N SAY FAGET Project Data RECEIVED MAR 1 5 1995 ROBERT FOSSATTI ASSOC. To: Robert Fossatti Associates Date: March 13, 1995 801 Second Avenue Suite 1000 Project: Applebee's Southcenter Seattle WA 98104 Attn: Sandra Stampfli By: Dan J. Say Memorandum RE: Plans Review Dated 3 -13 -1995 The following is an itemized response to the above referenced plans review: • Item 1 As requested we have spoken with Dwayne Griffin of the City of Tukwila regarding the use of plywood sheathed steel stud walls. This issue has been resolved and the design is permitted as it was submitted. • Item 2 We have revised the roof framing plan to properly reflect the 4x12 framing member indicated in the detail, • Item 3 We have added detail 10 /S5 to clarify, the shear transfer at the outside wall. I trust that the questions you have regarding the struct - have been adequately addressed. ,'Cf you have any more questions please contact me. CITY OFETUKWILA MAR 1 7 1995 PERMIT CENTER f EXPIRES 8/25/ gS 2013 Fourth Avenue #403 Seatde,Washington 98121 Telephone (201) 443.6212 Fax (206) 44I 0593 S W E N S O N SAY FACET Project Data To Robert Fossatti Associates 801 Second Avenue Suite 1000 Seattle WA 98104 ATTN Sandra S. DATE March 9, 1995 PROJECT Applebee's Southcenter BY Dan J. Say f EXPIRES 8/25/ (/ Memorandum RE; Plans Review Structural The following is an itemized response to the plans review dated March 7, 1995: • Item 1 RECEIVED MAR 1 0 iticis WQBERT fu,sAIfl ASSOC. As discussed please find the enclosed research report by APA entitled Report 154. This report addresses plywood sheathed steel stud walls. We have reviewed the overturning compression and tension on the end of wall studs to confirm their capacity. We have found that the studs are oversized for architectural reasons and that the gage of the studs (18 gage) was used because that was the minimum sized used in the study. I believe we came to agreement regarding the P -Delta effects and that the design as proposed is appropriate. Please let me know if you need more information. Item 2 We have modified our drawings to indicate 1500 psf for soil bearing and have indicated the soils report reference. 2013 Founh Avenue #403 Seattle,Washington 98121 Telephone (206) 443.6212 Fax (206) 441-0593 • Item 3 As discussed with you on the phone we have not provided additional cambering to the beams other than the pre - cambering of standard for glu -lams. It has been our experience for the spans involved the cambering would not be of benefit. ▪ Item 4 We did not add additional plywood sheathing over the existing decking. Our diaphragm, stresses were low and we paid particular attention to drag loads into the walls thus reducing diaphragm, stresses. Please find the enclosed straight sheathing diaphragm capacity we used in our design. • Item 5 Please note that the plan called out a 4x drag strut member not a 2x. The detail did not reflect this properly. We have revised the detail. • Item 6 We have strapped the shearwalls to the diaphragm with Simpson coil straps as indicated on the plan. The coils straps act as collectors and keep the diaphragm stresses low. • Item i Please see plan note 3 on S2. If you have additional questions please contact me. R 0 B F R '1' FOSSATTI A S S O C I A T E S ru \SI Crl \I; F:\GI\):F:RS March 7, 1995 Aria Group Architects 1100 West Lake Street, Suite 140 Oak Park, IL 60301 I'RI IFI•:SSIII\ \I. SER\ u:r :s (;tJRI'tIR\'IIII\ 1000 vIR7n\ IsI II.r)I \t; full SEEM!) \11 : \I r: �C \ \sill \(;rt 1 \'1111(11 11:1 EI'IIII \H. 1 211111 112 1• ino:i r' \ \• 12(11) 6214/710 1( 1 16,111 7 11 111 1 [El. >i REI;r si rrl: 2021. III I \111.1 I.I , II \\\ \II41itii:i r):I.r:I'I I\F:. 11141111.i:t:i•GINnl 1 1 \: 11snH1I 1:,•22(( Attention: Mr. Daniel. Watts Reference: 94 -T -20 (Applebee's Grill and Bar) ij iLl- L.{ RFA 94102 -20 Dear Mr. Watts: tt�� _` We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Provide ICBO approved documentation for assumed shear capacity of plywood sheathed metal stud shear walls. Please note, to the best of our knowledge, ICBO Report No. 2392P was canceled in March of 1992 and Research Report 154, by the APA, does not have ICBO approval. Otherwise, a complete load path for lateral load resistance must be designed and detailed, utilizing principles of mechanics, as permitted in Section 2513(c). Provide complete calculations for review. Evaluate each element in the shear panel and the connections between elements. Verify the capacity of fasteners through the sheathing and calculate necessary spacing. Boundary elements should be designed to resist all applicable forces. In addition, check vertical load carrying capacity (with P -delta effects) on studs when displaced 3Rw /8 times the displacements resulting from required lateral forces. 2. Substantiate the 2000 psf allowable soil bearing pressure indicated in Structural Note #13 on Sheet S1 of the Structural Drawings. If a bearing pressure greater that 1500 psf (as currently recommended in the soils report) is used, written approval by the geotechnical engineer must be provided. In addition, make reference to the soils report (including report number) in the Geotechnical Notes portion of the Structural Drawings (Sheet S1). Include a note indicating that all of the recommendations contained in this report will be followed. 3. Verify camber requirements for glue - laminated beams (particularly at 15" and 18" depths). Revise Structural Drawings as necessary. 94T20_4.DOC 3/7/95 RECEIVED MAR 0 9 1995 DEVELOPMENT r � 94 -T -20 (Applebee's Grill and Bar) March 7, 1995 Page 2 4. Where are roof sheathing requirements indicated? Provide panel thickness, span rating, nailing, etc., as required. 5. In Detail 4 on Sheet S5, the minimum required edge distance for 5/8" diameter lag screws (in accordance with UBC Standard No. 25 -17) is not being provided. Revise detail as necessary to avoid potential splitting of 2x wood framing member. 6. Clarify shear force transfer to plywood at walls along gridlines G.4, C1.7 and 12. Include connections at drag members. Provide calculations for review. 7. Page F -8 of the Structural Calculations provides a design for 18 gage steel studs. Coordinate with Structural Note 29(C) on Sheet S1 and revise as necessary. Please forward a copy of this letter to the structural engineer and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS:4 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 74720 4.1001:. 3,7/95 TO: Q FROM: ( a DATE: SUBJECT: ,v City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING FEBRUARY 15, 1995 Applebee's Grill & Bar 17790 Southcenter Py Plan Check No. B94 -0435 Project No. PRE94 -042 Activity Nos. PW95- 0044,0045,0046 Contact Person: Mark McDonald Phone No. (206)525 -1902 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON FEBRUARY 15, 1995: Landscape /Irrigation Sanitary Side Sewer Storm Drainage Permit Fee $ 25.00 $ 20.00 $ 25.00 TOTAL: $ 70.00 Two copies of the confirmed Utility Permit Application Form with set of plans are attached for inclusion in the permit file. If any questions, please advice. JJS /jjs Attachments a/s cf: PW Utilities Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 s NI ARIA GROUP Architects, Inc. .1100 West Lake St., Suite 40 Oak Park, Illinois 60301 708 445 -8400 FAX 708 445 -1788 TO: 63-Do U B bc, UJ 1t-- • c) r,1?AL c. ,-vA L f � v k. No,) fi■.) A c 1 b LETTER OF TRANSMITTAL Date: - - `9 S- Job No. 1 4-22c. Attention: • L--I (6'( 14 tAtiSrbN Re: 1 wlfi.b-e-g-'s -- Tu. frw; lc 1 .-r i q e-i-? csY- f t'^- WE TRANSMIT: Attached • ❑ Under separate cover via ❑ Shop Drawings 0 Copies Plans ❑ Specifications 0 Catalog Data ❑ Copy of letter 0 Originals ❑ Other the following items: Copies Date No. Description ab4.41 cA. �t THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Reviewed ❑ Resubmit copies for review 'For your use ❑ Reviewed as noted ❑ Submit copies for distribution As requested 0 Returned for corrections o Return corrected prints 0 For review and comment 0 Other REMARKS RECEIVED 0 6 1995 COMMUNITY t.1EVELOPMENT COPY TO' SIGNED: R O B E R 7' FOSSP\TT1 \ S S () (: 1 \ T E S I:(1 \ill ;l'I \G I: \I ;I \FI:RS January 27, 1995 Aria Group Architects 1100 West Lake Street #E140 Oak Park, IL 60301 Attention: Mr. Daniel Watts \PKEIF! .1(I\\I. l:( IRI'UR V'I'll 1\ 11111 \I'kI' \11111.1111; II1' ?.Iil I) \ \I: \I I: �I: \fl'I.I. t1 \1111 \1;111\ 4H 11 I I'I.CI'I ll l \I, 1 ?lhi: l ;! 1.11111 t I\\ ,2(If0Q/,i1 i1 8�-1- O(-435 11ii;O1 111 lll)(EL s1RiIT �t 111:21)2(.. II(I\()1.1 I 1 .11 \\■ \II 41411:1 11:1.1:1110 (110111 5.134)649 1 \ \. 1111111 11 5•_':'111 Reference: 94 -T -20 (Applebee's Grill and Bar) RFA 1194102 -20 Dear Mr. Watts: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Structural drawings and calculations must bear the stamp and signature of a licensed structural engineer registered in the state of Washington. Provide sealed documents. 2. Substantiate the 2500 psf allowable soil bearing pressure assumed in the structural calculations for the new foundation design. If a bearing pressure greater than 1500 psf (as currently recommended in the soils report) is used, written approval by the geotechnical engineer must be provided. Additionally, make reference to the soils report (including report number) in the General Notes portion of the Structural frawi.nes. Include a note indicating that all of the recommendations will be followed. 3. The 6d nails shown in Detail 2 on Sheet S4 for attachment of new 2" tongue and groove roof decking do not meet the minimum penetration requirements of Table 23-G. Revise as required. 4. Verify adequacy of the existing roof diaphragm. What is the assumed shear capacity? Provide additional roof sheathing as required to resist code prescribed seismic diaphragm shear forces. 5. Provide continuous chord members to resist prescribed seismic forces (as determined on page 507 of the structural calculations). If 2x6 deck board is assumed to provide this resistance, continuity (i.e. straps) must be provided at adjacent board ends. Another method commonly used to resist diaphragm chord forces consists of providing continuous horizontal rein- forcing steel in the CMU wall at or near the level of the diaphragm. Revise drawings as necessary. 94 -T -20 (Applebee's Grill and Bar) January 27, 1995 Page 2 RFAI /94102 -20 6. Provide connection detail (at roof diaphragm level) to resist the masonry wall anchorage forces as calculated on page 510 of the structural calculations. Please forward a copy of this letter to the structural engineer and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS /jw:3 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Mark McDonald Tobb Construction R (} B E R I' rossnrri A S S O C I\ 1 F: S I:I) \SI I:rI \li I : \(A \EERs January 26, 1995 Aria Group Architects 1100 West Lake Street i #140 Oak Park, IL 60301 Attention: Mr. Daniel Watts \ I'RI IFESSIII\ 11. SMUTS I:I)RI'(IR \'ri(1\ 10110 \( ki O\ Hl 11.1)1V 11111 51:1:11 \I) \ IN F: SF \1i 1:. 1t 15111 \(; ru\ 98101 1E1.11'110 \ 120lil (12 1-11103 F' \C: (20111111 -9i 10 116 soc Tit H(IrE:t. tirRI:m SI1TE 2026 110 \11111.1 . 1111\ 111 90813 TF:I.1:11 I(1 \I:: 1800 3:11 - 61199 V1 \.1110117 113.2_'00 q'u-oU35 Reference: 94 -T -20 (Applebee's Grill and Bar) RFA I #94102 -20 Dear Mr. Watts: We are in receipt of a geotechnical investigation by AGRA Earth and Environmental, dated January 5, 1995, prepared for the above referenced project. This report recommends that, if available, the same allowable soil bearing pressure used in the original building design be used for the new construction (contingent on prior review by AGRA Earth and Environmental). Further recommendations indicate that if this original design information is not available, a maximum bearing value of 1500 psf should be used. Again, please substantiate the 2500 psf allowable soil bearing pressure assumed for the new foundation design. If a bearing pressure greater than 1500 psf is to be used, written approval by the geotechnical engineer must be provided. Please refer to our January 13, 1995, letter for additional structural review comments. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS /jw:2 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Mark McDonald Tobb Construction City tit Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0435 (512) John W. Rants, Mayor January 20, 1995 Re: Applebee's Grill & Bar - 17790 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10,5054) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, asommessa. 41•111111111117. City b Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Commercial -type food heat- processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (UFC 10.513) All extinguishers shall be recharged after use or when an inspection reveals that the extinguisher is damaged, impaired, leaking, under or overcharged or has obvious corrosion. (NFPA 10, 4 -3.3, 4 -5.1) (UFC 10.504A) Maintain fire extinguisher coverage throughout. All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. (range hood system) 2. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All City r Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load °E. 100 or more. (UBC 3313 (a)(b)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self - luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) Overcrowding and admittance of persons beyond the approved posted capacity are prohibited. (UFC 25.114(c)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) Combustible material shall not be stored in exits or exit enclosures. (UFC 11.303(b)2) City t t Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) iV4 L;� City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 6 John W. Rants, Mayor 7. All compressed gas cylinders in service or in storage shall be adequately secured to prevent falling or being knocked over. (UFC 74.107) 8. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) Storage of combustible materials in buildings shall be orderly and maintained not less than two feet from the ceiling and not less than 18 inches below sprinkler head deflectors. (UFC 11.303(b)) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire P nL tion Bureau cc: T.F.D. file nod City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director December 28, 1994 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 94 -T -20: Applebee's Grill & Bar (B94 -0435) Please do structural review per U.B.C., 1991 Edition. Sincerely, CANAStisu 4. - ata Shellie L. Bates Permit Technician ea 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 a ■ ARIA GROUP Architects, Inc. 1100 West Lake St., Suite #140 N Oak Park, Illinois 60301 708 445 -8400 FAX 708 445 -1788 TO: 61aL$:'O -Tv [mow i L_A , W A c181ee) LETTER OF TRANSMITTAL Date: 1 2_ , 2i . I Job No. 120 Attention: .tyisw,..( Re: Ay pi., lc t S --- 6 rz--) c-i...,\NSteiL WE TRANSMIT: Attached ❑ Under separate cover via the following items: El Shop Drawings (] Copies ❑ Plans ❑ Specifications ❑ Catalog Data ❑ Copy of letter Originals Other 5, C- Ak.t.AA.LtQ ti Copies 1 Date No, Description ` ►� 'AC 6TFA.4-71 .12 -At. -- b rJ S THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Reviewed ❑ Resubmit copies for review For your use ❑ Reviewed as noted ❑ Submit for distribution As requested ❑ Returned for corrections (] Return corrected prints N"-...g1 For review and comment ❑ Other REMARKS N C�� � �-r o � Do .sv1 ot■1 lb Av,ss. .S1 ty. LE W), b (41 , 1111-.1 t] +F.N.1 T 114.1 A G Riiu.P.. NASA it S S 1 L- W At ir1 V- 1 COPY TO• O F iAjl -t 1 (,1 o Iii. ' , ft-ii S>< use_ WE. C4► i \ - tv. N L P +f4) 11.`11 w i N C,f To `to vl tz Cif ! C,rrc,- . fArAcer .., s . s' L LET ■S {l-t\)43 WEI( -&- Al$o AT -MINT 0,,N..P-e- DP11 PLSo , SIGNED: Qa Christopher brown Associates 879 Rainier Avenue N., &Suite A -201 Renton, WA 98055 -1380 (206) 772 -1188 Fax 772 -4321 Mr. Mark McDonald Tobb Construction 3016 N.E. Blakeley, Seattle, WA 98105 Re: December 20, 1994 Suite 1000 Applebee's Restaurant Tukwila Site Parking Analysis with Parking Agreements Dear Mr. McDonald: RECEIVED CITY OF TUKWILA DEC 2 3 1994 PERMIT CENTER At the request of Mr. Daniel Watts of the ARIA Group Architects we are enclosing two copies of the subject parking study (in a letter format addressed to Apple America, Inc.) and, with the Appendix, the original Benaroya agreement and supplemental parking data attendant to the theatre complex as approved by the Planning Commission. I hope you will find the above analysis informative and the appended materials useful. Yours truly, C. V. Brown, P.E. cvb /s encl. cc Mr.. Evan Musikantow Daniel. Watts TraU c h;n8incers C4 Transportation Planners Aria Group Architects Inc. December 20, 1994 Duane Griffin Building Commissioner City of Tukwila Re: Proposed Applebee's Restaurant Dear Duane, RECEIVED CITY OF TUKWILA DEC 2 3 1994 PERMIT CENTER As per our phone conversation, enclosed you will find the permit drawings for the proposed Applebee's Restaurant in Tukwila. We appreciate your help in allowing us to submit the drawings at this time, with the understanding that the permit will not be issued until I come into your office with my stamp and personally certify all of the drawings. In speaking with the Washington State Board of Registration, they have all of my paperwork and anticipate the issuance of my license after the next board meeting. Again we appreciate your assistance and look forward to working with you on this project. Sincerely, ames en ioni Senior •rchitect 1100 West lake Si. Suite 140 Oak I'ark, Illinois 60301 708.445.8400 Fax 708.445.1788 Christopher Brown j Associates\ 879 Rainier Avenue N.. quite A -201 Renton, WA 98055 -1380 (206) 772 -1188 Fax 772 -4321 Mr. Evan Musikantow Apple America 919 N. Michigan Avenue, Chicago, I11 60611 Re: November 10, 1994 Suite 1919 Applebee's Restaurant Tukwila Site Parking Analysis Dear Mr. Musikantow: RECEIVED CITY OF TUKWILA DEC 2 3 1334 PERMIT CENTER We have reviewed the required parking needs and the proposed parking additions for the intended Applebee's Restaurant in Parkway Plaza, Tukwila. For reference purposes I am attaching a site plan showing the general location of this facility within the southern section of Parkway Plaza to the northwest of the Pavilion Mall. This is Figure 1, the Site Plan, appended to this letter report. Next, I am attaching a more detailed sketch showing the current building footprint and the proposed parking layout. This is appended as Figure 2 and is entitled Parking Modification. From Figure 2 you will note that there is an increase in the adjacent parking supply. This is accomplished in two ways. 1. The existing parking area to south of the building includes 4 stalls against the building sidewalk and an island area with 5 stalls. This sector that now includes 9 stalls is modified, as shown on Figure 2, so that 16 stalls can be provided in the same area. This is a net increase of 7 (seven) stalls. rf 2. On the north side of the building 5 full size stalls are changed so that 6 parking stalls are available. This is a net increase of 1 (one) stall. These two changes increase the parking supply in the immediate site area by (7 +1) 8 (eight) stalls. Traffic En8ineers 1 Transportation Planners Mr. Evan Musikantow( November 10, 1994 page 2 In summary, by revising the two parking areas on the north and south ends the net gain in the parking supply will be in the order of 8 stalls. The new restaurant will have 5,492 g.s.f. (excluding outside coolers and storage) for patron services. Thus, the extension adds 1,268 g.s.f. to the former 4,224 g.s.f. of the Azteca restaurant. This 1,268 g.s.f. increase in scale will induce an additional but moderate increase in parking demand. The increase in parking demand can be computed in two ways; one by means of city code requirements and the other by Institute of Transportation Engineers (ITE) standards. First, the City of Tukwila (parking) code 18.56 050 requires �J �" Y (p g) ( ) q ■.!1' 2.5 parking stalls for each._1,100 square feet of commercial \ tfi, ., fspace. Of course, kin my judgement, this restaurant, being an �,,• i , -t� 4� adjunct thi Plaza, 1 this "commercial that comprises n segment sesthe plaza as a Y, of basic ( component. Accordingly, for the former Azteca restaurant use :1-' the city code parking needs were for lf' parking stalls. For 0,1)) ,v)the expanded site, the city code would require some,(14)stalls \,•,I, (2.5 X 5.492 k.s.f.). As a consequence, an in consideration of \ :�� the city's parking code, there is a need to provide an ti‘ additional C3T parking stalls -( ) (-4/? _ ) �i�J Z As noted above and on reviewing the appended Figure 2 it will be seen that the parking lot modifications will increase the parking supply by 8 stalls (net). It may be thus concluded that these parking modifications will more than meet the code requirements for the new and expanded restaurant. Indeed, there will be an "overage" of 5 parking stalls (8 - 3). In summary, given the city parking code requirements for this commercial sector of the city, the expanded restaurant with its expanded parking area will more than meet the code's mandates. Second, recognizing that this is an existing restaurant (the Azteca Broiled Chicken) and that the Applebee's restaurant you are proposing includes an expansion program that adds more space, some 1,268 g.s.f., it is also appropriate to review the additional parking needs on the basis of general traffic engineering parameters. This is best reviewed by using the information published by the Institute of Transportation Engineers in Parking Generation, 2nd Edition, (1987) for Land Use Code 831, Quality Restaurant. Two cases are of interest; (I), the current Azteca use and (II), the proposed or future use as Applebee's restaurant. A table showing the comparative theoretical ITE data is on the next page. Mr. Evan Musikantow November 10, 1994 page 3 Worst Case Parking Demands by ITE Method (Computed by Regression Equations) Site Usage Weekday Saturday I. Current 4.224 ksf Facility 42 46 stalls II. Future 5.492 ksf Facility 61 78 stalls Gross increase in stalls 19 32 stalls Net new stalls added 8 8 stalls Net ITE Estimated Deficiency 11 24 stalls Based upon the maximum or worst case demand for peak parking needs, as measured by the ITE standard for the restaurant addition, it appears that 11 additional parking stalls will be required on a weekday and 24 additional stalls will be needed in the overall area on a Saturday. While this theoretical (ITE computed) deficiency is not made up entirely by the new parking supply that is proposed in Figure 2, it must be remembered that there is a substantial surplus of parking in this sector of Parkway Plaza. For example, it is recognized that this building is a part of the southern sector. of Parkway Plaza. A previous parking study for the Cucina Cucina restaurant (attached) showed a surplus of parking during the peak hour of the peak day of the week. This is on Saturday at about 1:45 p.m. :That data shows some :‘382: -' parking stalls are available in the general area. Further, the maximum measured (observed) peak parking demand was for 282 parking stalls. It is clear that a significant surplus (100 stalls) is available for "shared" parking needs. In addition, as shown in Figure 2, the net parking supply will be increased by the 8 new stalls previously discussed. Maximum capacity 382 + 8 new stalls = 390 stalls Maximum (Sat.) demand 282 + 24 new stalls = 306 stalls New worst case surplus with Applebee's = 84 stalls As noted earlier, this data represents the worst possible parking condition, namely the peak hour of the peak day of the week (Saturday). Consequently, it may be concluded that with a peak day peak hour parking surplus, in the order of some 22 Mr. Evan Musikantow November 10, 1994 page 4 percent (84/390), there will be no parking impacts from this new facility with its expansion program, as measured by ITE standards. Further, the new augmentation to the restaurant with its addition to the parking supply suggests that it will continue to meet the city's parking code, as was the former case with the Azteca Broiled Chicken restaurant. Last, in considering ITE parking needs, note that if up to 90 percent of the parking supply is used no parking impacts are considered imminent. Essentially, with a 90 percent parking usage, the remaining 10 percent or surplus is considered sufficient for handling maneuvering and simultaneous arrivals and departures. With the Applebee's restaurant in full or peak use at the peak hour of the peak day, only 78 percent of the available area parking is used. As a result, it may be concluded that a very comfortable surplus of parking spaces is available for any unforeseen heavy demands. To summarize, the extra parking needs associated with the restaurant expansion to 5,492 g.s.f. can be readily accommodated with the Parkway Plaza (southern sector) parking lot layout and its proposed new parking supply being developed for this expansion program. Accordingly, we can conclude that there will be no parking impacts from the proposed expansion given the ready supply of currently underutilized parking stalls, even during the peak hour of the peak day. Further, the new parking addition that adds 8 (net) new stalls to the area assures that, like its predecessor, the Azteca Broiled Chicken restaurant, the city's parking code requirements will continue to be met. I hope you will find the above analysis informative and useful. Yours truly, C. V. Brown, P.E. cvb /s encl. Applebee's Restaurant Tukwila Site Appendix page 1 Figure 1, Site Plan page 2 Figure 2, Parking Modifications page 3 Parking Demand Curve - Peak Day (Saturday) page 4 Appendix data from the Cucina Cucina Study as noted page 6 Parking survey row location map page 7 Parking Duration & Turnover & Space Hours page 8 Benaroya Co. letter of November 3, 1982 on Parking page 11 Exhibit 3, Planning Commission Report on Allocation page 12 Parkway Plaza Use & Development Agreement ijillllHifIUlIIIIitRHIUhIliIlill 11111111111111111111111111 filialli1111111111111111111111 CIJ tB TIFIIIIITATIE re BITE PLAN Parkway Plaza DEC -21 -94 WED 13:06 ARIA GROUP ARCHITECTS Ilr /// 7084451788 FIGURE 2 PARKING MODIFICATION P.02 • [D w 300 Slane ' .200 C7 = < tD 100 Maximum Capacity 3.82 Max Demand 282 11 12 SATURDAY ACCUMULATION Time ACCUMULATION WEEKDAY NOON HOUR ROM 110 15 30 45 120 15 30 45 100 15 30 45 215 30 45 300 15 30 45 400 15 30 45 500 15 30 45 600 15 1 12 12 6 7 8 10 7 8 9 13 11 7 12 14 17 17 13 7 9 13 12 5 8 11 13 11 10 12 13 2 0 0 2 2 4 6 8 9 7 9 8 6 12 9 11 10 9 6 5 4 3 4 5 4 5 6 7 7 12 3 1 1 1 2 3 6 7 8 9 8 5 5 4 1 1 1 7 12 14 14 13 9 4 4- 5 18 14 13 10 8 6 4 6 8 9 8 11 12 15 21 24 26 5 6 7 11 14 14 13 14 14 13 10 6 10 6 1 1 4 7 7 5 8 7 7 5 2 3 -- 4 4 2 2 1 1 1 0 0 0 1 0 1 2 3 2 6 7- 0 0 2 15 19 19 18 15 16 13 9 10 -- 8 6 3 2 2 2 2 2 1 1 1 1 3 5 12 14 19 8- 3 2 2 4 5 4 3 2 3 3 4 3 9. 10 3 4 3 6 6 4 4 4 4 4 2 1 2 3 4 9- 6 3 3 4 5 3 3 6 5 5 2 1 10 - 2 9 13 17 16 20 22 19 17 14 9 6 7 9 10 i 5 5 4 5 7 6 8 10 13 12 13 21 28 11 - 1 5 5 5 2 5 5 5 5 0 1 2 16 12 14 15. 15 10 10 10 9 9 8 8 8 8 10 14 16 12 - 4 5 7 8 8 7 8 9 9 5 4 3 13 - 3 4 4 4 4 5 3 6 4 5 2 3 14 - 3 3 3 3 2 3 4 2 4 3 2 3 15- 0 1 1 1 4 3 3 3 4 4 4 5 * Data for rows 14 and 15 was not collected at this time 16 - 18 18 17 20 22 21 22 23 22 22 22 21 21 21 21 19 20 18 18 20 20 20 24 19 21 18 18 20 22 17 - 12 11 14 17 18 21 19 18 16 16 16 17 15 13 14 11 12 12 14 13 13 14 15 14 13 12 12 12 11 18A- 19 23 20 23 22 26 21 25 22 26 21 23 -- 10 10 11 12 12 8 12 12 10 11 10 14 11 15 13 13 13 188- 14 12 13 14 16 15 16 12 13 12 10 12 21 18 20 19 22 18 15 15 13 14 15 17 21 23 26 23 22 11 - 13 12 16 19 18 16 18 20 19 20 19 18 17 18 14 11 12 9 16 12 12 10 10 12 21 23 19 21 9 20 - 14 17 15 17 16 20 18 20 20 21 18 19 -- 24 20 20 18 16 18 20 18 19 20 21 18 21 18 17 21 19 TOTAL 133 147 160 210 225 242 241 214 233 218 179 182 194 178 173 156 150 126 136 134 131 127 138 143 165 169 183 207 220 THOSE AREAS HOST CLOSELY RELATED TO CUCIHA AREAS HOST CLOSELY RELATED TO CUCIHA 12 12 23 51 64 67 72 68 64 52 38 42 51 43 32 28 23 21 18 16 16 18 19 20 23 29 45 50 67 Not including sections 14 and 13 130 143 156 206 219 236 234 239 225 211 173 174 194 178 173 156 150 126 136 134 131 127 138 143 165 169 183 207 220 PERCENTAGE OCCUPIED 0.63 PERCENTAGE OCCUPIED OF THOSE AREAS CLOSEST TO CUCIHA 0.86 -a co • N h M • 01 A N N M M M M M M M O h A 10 A PI O A A A A A A A A A • A 0 01 A • 01 N h h • PI 01 M h M P1 O 10 • • • h 10 A O A A A A A A .1 h 1n • A A .. .. 40 M A 41 CO • O h • PI A A h 1/ M 10 W M 0 M PI O 01 01 h 0 N 0 PI M N N .4 h A A A .V N 10 10 10 • 01 M .4 h 01 PI PI h PI A O 01 01 O 0 N .1 A A A A M .1 N M O N h 01 1 0 1 0 .4 '. M 0 / M O 0 1 N A 0 h A N •• N 0 A A M N M N M 0 • A .4 A M M N co A M no N U 0 O • 0 N O1 O • m M 01 111 PI h 01 PI 0 O 01 O1 A M h PI' U M M A A .4 A M M M A • M A h a a V N r h r A O 11 01 N 0 01 0 0 1 0 0 1 4 1 0 0 N h 11 M A M M M M M 0 • M N O M A M M A N M M P1 • • N n O M 0 0v h M N 0 M OW • M . O A • • n M 0 • M A .r H M M M M N M • J 07 0 .4 01 ti 0 . 01 .MV M W h W 11 10 PI PI A • O N In 01 M t4 • • N M M M M M 10 O M M U 0 A M A .4 A M N M N N M Y1 14 N N 0 O A OOA M • • 0O • 0 N • PP0 h N Yn i 01 o M A A A .4 M M M M N M 10 0 N M • A A no A M M M N M ▪ M 41 (0 M 205 199 245 19 4 • 10 h P1 h 4 204 196 242 10 220 210 21 O 0 .4 0 01 .+ 11 0 N 0 • N h O h h ;el • 01 M In In PI M A A A A M N M N M M h M 0) 0 0 A N A M 10 .a • 10 h O PI In 10 O • N 01 A A .y A A A A M M PI M M M h O .1 N O 0 O M O • V A O N • N h V 0 • N M m • M M m h 10 01 M N • A M N N M M M 01 h ON N m 14 M to A • • h O • h r A m P• PN 0A N N N d 0 0 A N A M N N M h N 0 no y • 0 W I N M Q A A A .4 .4 N A A N M M v 0 41 U (0 U it N O A A A .. . . 0 1 M N W N 01 A N 14 N 0 0 .1 I. N N A M M M no t N = 0h 0 0 M• 0A V O M 0 A • N A A co N • M 10 0 N N M o IM 0G • O N w 44 A A .y A M N N N M M N N ▪ • 10 N M be K 0 A nl h • M 0 y A N h P N O 0 P • r In In no 14 N N N N N 0N 1 us N • N M 0 fil et N W • M h A A N M N M N M 6Ury (11 n O 01 21 0 N A • M 0 A A A .• (4 . O 10 10 01 O n 01 0 P1 O h O ft A 1r A M M A 10 ((▪ 3o� •. w Y1 1I4 A ..1 ,f F (0 O •( 0 O .L' 1 1 1 1 I 4 4 ( 4 4 1 1 1 1 1 1 1 < m 1 4 a] H 14 u 5 Z A N M • N 10 h O w O A N A • N m 0 C14o 0 • O C 1W� A a0{ k+ H 14 111 h 2 MITE LICENSE PLATE SURVEY 272 260 270 256 262 247 262 244 23 M oaae tT� r t Numbers Correspond to rows on data sheets V11111 11„111 111II1 `�' •\ \\' \ \'L \\\1 page 6 \ \ \` \ \wo P 0 2 LICENSE PLATE SURVEY CUCINA 188 ler, 17 lc? A B C D E }�.. 'V 4'r };. F., TiT,�. '�:%K rM�5�^5�•`RY CUCINA PARKWAY P ZA ZD lb 2,3 F G H I J K L MN 4,6 6. 7 5, 9 10 N,1Z,13 15 - 57 82 13 11 44 18 4 13 20 5 11 9 9 14 30 - 21 41 9 4 19 5 0 7 9 2 2 8 13 21 45 - 13 27 3 4 16 5 5 8 25 5 15 5 19 13 60 - 6 15 4 0 5 5 5 6 13 5 9 3 17 7 75 - 2 4 2 2 3 3 4 1 3 0 3 1 8 3 90 - 2 1 1 1 1 0 2 3 4 0 0 1 1 2 105 - 0 0 2 0 0 3 1 1 1 2 1 0 1 1 120 - 0 0 0 0 1 0 0 0 1 0 1 1 0 0 PLUS - 3 4 10 14 9 23 24 5 8 . 0 1 1 3 6 AVERAGE STAY BY SECTION MIN. 30 32 60 72 40 74 98 51 52 46 47 41 51 47 104 174 44 36 98 62 45 44 84 19 43 29 71 67 3165 5505 2640 2595 3900 4590 4410 2250 4365 870 2025 1200 3600 3165 Average stay for entire area MIN. 48 Average stay for cucina area MIN. 49 TURNOVER BY SECTION IN VEHICLES PER STALL 4.3 5.8 1.2 1.0 3.9 2.5 1.3 1.6 2.9 2.1 1.8 1.6 2.4 2.0 SPACE HOURS OF OCCUPATION BY SECTION 2.2 3.1 1.2 1.2 2.6 3.1 2.1 1.3 2.5 1.6 1.4 1.1 2.0 1.6 TURNOVER OVERALL DURING THE STUDY PERIOD 2 :15 TO 7:00 P.M. 2.4 SPACE HOURS OF OCCUPATION OVERALL 1.9 DURATION PERCENTAGES 15 - 33.7 30 - 17.5 45 - 17.7 60 - 10.9 75 - 4.2 90 - 2.1 105 - 1.4 120 - 0.4 PLUS - 12.1 page 7 _ Jack A. Benaroya Corriy 5950 Sixth Avenue South, SeL.::,, WA 98108 (206)762 4750 November 3, 1982 Brad Collins' Director, Planning Department City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Application to Planning Commission for Cooperative Parking Facility for Parkway Plaza This is an .application pursuant to Title 18.56.070 for Planning Commission approval of.a Cooperative Parking Facility at Parkway Plaza, located on the east side of Southcenter Parkway (commonly known as 17300 to 17790 Southcenter Parkway). The basis and support for this request are as follows: 1. New Five -Plex Theater Proposed. An application for a building permit is•on file with the City on behalf of J.R. Cinemas, Inc. (Moyer Theaters) to convert the easterly 22,585 square feet of the former Nerland's Home Furnishings.space to a movie theater. This is the same tenant who operates the Crossroads Cinemas in Bellevue, as well as other theaters. The proposed configuration of the new Tukwila theater is a "five -plex" •- consisting of one main auditorium and four smaller cinemas. The total seating capacity for all five cinemas will be 1,800 seats. Since Parkway Plaza is not classified as a "shopping center (mall), planned," as defined•by Title 18.06:730 of the.Zoning Code, each component retail operation in Parkway Plaza is served by sufficient parking to meet the Zoning Code as if it were a free - standing building with a single•use. Introduction of a theater operation within-Parkway Plaza with heavy emphasis on weekend evening peak hours leads to an analysis of the actual parking loads of each use within the shopping center. It is apparent that there is a "cooperative use" arrangement among the various retail operations, so that the literal requirements of the Zoning Code lead to an excess of parking area over that actually required. INDUSTRIAL PARKSIwAREHOU5E5lOFFICE BUILDINGS /SHOPPING CENTERS AND SPECIALIZED MERCHANDISE MARTS Brad Collins November 3, 1982 Page Two 2. Jafco Store Reconfiguration. The recessed area south of the main Jafco store and north of the former Sam Heller store has been used by Jafco as a distribution and storage facility. Therefore, in calculating the overall parking requirements for Parkway Plaza, we and the City have traditionally accounted for that area as "warehouse" rather than "retail." Due to changing distribution patterns, Jafco anticipates that it will require significantly less storage and distribution space in this location than has been required over the past ten years since the store went into operation. It is likely that some portion of this space, since it has exposure to Southcenter Parkway, will eventually be converted to more retail oriented uses. 3. Parking Space Analysis. A. Parkway Plaza now provides 1,515.parking stalls. Existing uses under the current Code require 1,192 stalls, for a current surplus of 323 parking stalls. According to Planning Department calculation, the net additional Code requirement for the theater is 468 spaces (524 less 56 previously allotted to that area as retail): Thus, per Code, introduction of the theater produces a deficit of 145 stalls. We estimate that an additional 155 stalls may be required if the contemplated renovation of the Jafco ware Ouse area occurs. Thus, Parkway Plaza, by strict Code analysis, would have 300 fewer stalls than required.. B. Pavilion Outlet Center. Per Code, the Pavilion is required to have 740 spaces. •Including the Schoenbachler leased lot south of 180th Street, 1,018 spaces are provided, for a surplus of 278 stalls. C. Parkway Plaza West. Per Code, the Parkway Plaza Office Building and the four other buildings in Parkway Plaza West are required to have 897 spaces. 1,331 are provided, for a surplus of 434. 4. Parkway Plaza Parking As A•Cooperative Facility. The retail stores in Parkway Plaza all maintain regular shopping center hours of operation, similar•to•those of the Southcenter Mall. These retail stores are principally oriented toward "hardgoods ", i.e. furniture and the like, as opposed to "softgoods ", i.e. apparel, shoes, and thelike. Traditionally, because Parkway Plaza is a hardgoods center, and is principally promoted as a home furnishings center, the Code- required parking has been far in excess of • that actually used by patrons of these.stores. And, all of. this furniture and home furnishing shopping occurs within the normal shopping center hours, which exclude weekend evenings, after 9:00 p.m. Monday through Friday, and 6:00 p.m. and 5:00 p.m. on Saturday and Sunday, respectively. In addition, there are four food and beverage• establishments in Parkway Plaza (Sandwich Shop & Pie Place, Shortacres Tavern, Mayflower of China, and Red Robin) which have hours of operation extending into the late evening hours. • Brad Collins November 3, 1982 Page Three The following summarizes the current uses at Parkway Plaza: No. of Stores Type of Use Sq.Ft. % of Total Hours 26 Retail Hardgoods 228,994 43% Normal retail 12 Retail Softgoods 94,656 18% Normal retail 4 Food & Beverage. 19,036 4% Extended evening hours Y 4 Service, warehouse, Daytime - light or vacant 166,640 31% use 1 Theater 22,585 4% Nights, evenings, weekend matinees 47 531,911 100% It is apparent from-this analysis that only 8% of the total square footage in Parkway Plaza (including the proposed theater) would be oriented toward nights and late ,evening hours of operation. Secondly, even that portion of the space devoted to daytime use is heavily - weighted toward lighter parking demand uses, such as furniture and home furnishings. It is for these reasons that the parking lots at Parkway Plaza are so often under -used even ,during normal retail hours. This presents a classic case where the cooperative parking facility ought to be recognized and sanctioned. In fact, a movie theater which plans to -open at 5:30 p.m. on weeknights, and will do most of its business on weekend nights, will be using the same parking now devoted to retail stores which otherwise would sit vacant at those hours. In addition, when the surplus of available parking stalls in Parkway Plaza West is observed, it is apparent that there would be no real parking shortage for the theater. This may be enhanced by.theater patrons who elect to park in Parkway Plaza West while dining at one of the three restaurants on that •side of•the street, and then walk to the theater. Introduction of the theater is advocated on economic grounds by both the property owner and the operator/ tenant because there is sufficient parking available from a practical point of view. Respectfully submitted, JACK A. BENAROYA COMPANY Benoliel, General Counsel ; CI T Y OF TUKWILA PLANNING DIVISION PLANNING COMMISSION STAFF REPORT EXHIBIT 3 PARKWAY PLAZA PARKING ALLOCATION J• Required Provided Retail Uses 809 809 Food Servi.ces, 160 160 Warehousing 167 167 Theater 524 379 1660 1515 Approved deficit for theater cooperative parking 145 Approved residual deficit for future tenant 155 155 change(s)* cooperative parking 1815 1815 *Anticipated parking need for future Jafco retail space EXHIBIT 3 PARKWAY PLAZA PROPERTY USE AND DEVELOPMENT AGREEMENT THIS INSTRUMENT, executed this .� day of 1982, in favor of THE CITY OF TUKWILA, a municipal corporation (herein called "City "), by the JACK A. BENAROYA COMPANY, a r Washington corporation (herein called "Benaroya "). W I T N E S S T H: WHEREAS, Benaroya is the owner of certain real property (herein call the "Property ") located in the City of Tukwila, County of King, State of Washington, which is more particularly described in Exhibit 1 attached hereto and incorporated herein by reference; and WHEREAS, pursuant to Chapter 18.56 of the Zoning Code of City of Tukwila, Benaroya has petitioned the Tukwila Planning Commission for approval of a cooperative parking facility located at the Property; and WHEREAS, the Tukwila Planning Commission is willing to grant the petition for a cooperative parking facility subject t•o the execution and recording of an agreement with the City pertaining to certain uses and developments of the Property in • the interest•of public safety and health; "PARKWAY PLAZA " PROPERTY USE AND DEVELOPMENT AGREEMENT - Page 1 9668A/502A/DDW NOW, THEREFORE, Benaroya hereby covenants, bargains and agrees on behalf of itself, its successors and assigns, that the Property will be developed and used subject to the following terms and conditions: 1. The proposed tenants are as described by name or type of business in Exhibit 2 (November 3, 1982 letter of application from Benaroya) attached hereto and incorporated herein by reference. Y 2. Total arrangement of parking spaces on the Property shall be as described in Exhibit 3 attached hereto and incorporated herein by reference). 3. If any change is made to the above described tenants or complementary tenant mix and such change affects the parking analysis submitted by Benaroya in Exhibit 2 and in Exhibit 4 (November 9, 1982 analysis by C.V. Brown), attached hereto and incorporated herein by reference, so as to create a need for additional parking, the Tukwila Planning Department staff may request the Tukwila Planning Commission to review the cooperative parking facility, and the Tukwila Planning Commission may require cancellation thereof or modification of its terms upon finding of adverse impact to public safety or health. 4. It being understood that the cooperative parking . facility is approved upon the finding by the Tukwila Planning ' "PARKWAY PLAZA ." PROPERTY USE AND DEVELOPMENT AGREEMENT — Page 2 9668A/502A/DDW Commission that such action is taken at the time of approval in the public interest, the Tukwila Planning Commission may review the cooperative parking facility annually and may require cancellation thereof or modification of its terms upon finding of adverse impact to public safety or health. 5. Any outdoor promotional event within the Property during periods of simultaneous operation of the theater, retail space and food service facilities, which makes unusable any parking spaces, may be allowed only with prior approval of the Planning Department. 6. No more than three hundred (300) spaces below the total number of parking stalls required by the Tukwila Zoning Code for the Property shall be permitted under the cooperative parking facility agreement. 7. This Agreement shall be recorded in the records of the King County Department of'Records and Elections and filed in the records of the City Clerk, and the covenants thereof shall be deemed to attach to and run with the Property and shall be binding upon Benaroya, its successors and assigns, and shall apply to after acquired title to Benaroya to the Property. 8. This Agreement may be amended or modified by agreement between Benaroya and the City; provided such amended agreement shall be approved by the Tukwila Planning Commission after written notice is' made to property owners within three ,hundred (300) feet of the'Property. "PARKWAY PLAZA " PROPERTY USE AND DEVELOPMENT AGREEMENT - Page 3 9668A/502A/DDW 9. Nothing in this Agreement shall prevent the Tukwila City Council from making such further amendments to the Zoning Code as it may deem necessary in the public interest. Nothing in this Agreement shall prevent the application to the Property of future amendments to the Zoning Code, if otherwise applicable. 10. This Agreement is made for the benefit of the City. The City may institute and prosecute any proceedings at law or in equity to enforce this Agreement, including injunctive relief. The City shall be entitled to recover from Benaroya reasonable attorney fees and costs for any action commenced pursuant to this Agreement. 11. In the event any covenant, condition or restriction hereinabove contained, or any portion thereof, is invalid or void, such invalidity or voidness shall in no way affect any other covenant, condition or restriction hereinabove contained. DATED: =ATE OF WASHINGTON . 'rMT'Y OF K I N G ss. ) JA BENAROYA ByAllre • 4 • PANY A. Benaroya, President OP this date, before me, the undersigned, personally ,4AgA *d before me JACK A. BENAROYA, to me known to be the "VARIAWI PLAZA " PROPERTY k1419 D '•VLLOPMENT AGREEMENT - Page 4 00' ►, /. ;� 9 2 A/ D D Y, T • ti_ President of JACK A. BENAROYA COMPANY, the corporation that executed the within and foregoing PROPERTY USE AND DEVELOPMENT AGREEMENT and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument. GIV NDER M HAND AND OFFICIAL SEAL this 2'/ 1982. day .tary Public in and. ,c the' Ste of Wash' t�. ,),�res;•iri" "PARKWAY PLAZA " PROPERTY USE AND DEVELOPMENT AGREEMENT - Page 5 9668A/502A/DDW • 1 City of Tukwila Pre - Application Process MEETING A T T E l®1 D A N C E RECORD City of Tukwila Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard, #100 Tukwila, Washington 98188 Pre - Application File Number PRE94 -042 Project: APPLEBEES GRILL & BAR Meeting Date: DECEMBER 15, 1994 Time: 3:15 P.M Site Address: 17790 SOUTHCEN7ER PY Date Checklist Mailed: DECEMBER 22, 1994 By: SYLVIA A. OSBY CITY STAFF PRESENT DEPARTMENTS X X X X X PHONE #'s Building 431 -3670 DUANE GRIFFIN, BUILDING OFFICIAL Fire 575 -4404 MIKEALDERS'ON, FIRE MARSHALL Planning 431 -3680 JOHNJIMERSON, ASS'OCIATEPLANNER Public Works 433 -0179 JOANNE SPENCER, ENGINEER IRON CAMERON, CITY ENGINEER NAMES/TITLES Parks & Rec 433 -1843 Police 433 -1804 Environmental 431 -3680 Permit Center 431 -3670 Other: 431 -3684 JACK PACE, CHAIR APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: MARK MCDONALD Phone: 206 525 -1902 PERSON Company/Title: TOBB CONSTRUCTION Street Address: 3016 N.E. BLAKELEY City/State/Zip: SEATTLE, WA 98253 OTHERS Name: Phone: PRESENT Company/Title: Street Address: City /State /Zip: Name: Phone: Company/Title: Street Address: City /State/Zip: Name: Phone: Company/Title: Street Address: Name: City /State/Zip: Phone: Company/Title: Street Address: Name: City/State/Zip: Phone: Company/Title: Street Address: City / State/Zip: P CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO.PRE94 -042 PROJECT: APPLEBEES GRILL & BAR MEETING DATE: 12/15/94 TIME:2:30 SITE ADDRESS: 17790 SOUTHCENTER PY The following comments°are:based on b preliminary: review. Additional information may be needed. Other requirements /regulations may need to bemet. BUILDING DIVISION . ..xf i s cal,-); c i Pk4-ect the. ) ell( LJBC tl- U111, i l( 1. Comply with the Uniform Building Code, 1991 Edition. Ile, wel,ei'n�. 26 j.ati, `i''� , Lodln , .i it L'ffeet 2. Comply with the Uniform Mechanical Code, 1991 Edition. d�. ''11.1e (- dal;ILIA;8n uJ 1 .4 U' 3. Comply with the Washington State Energy Code, 11��t,Seeend Edition. Provide- one.rgy- calcuta -stomp ingte tatg- tieensed- architect -or- engineer -{scc lattaehee FN'Yyy 661h2 54'4: '1 ciaka 'ntu s1 ha ' i C.lu &k o v, PIa,15 . 4. Comply with Washington State Barrier Free Code, 1991 Edition. ( cus a>lteti'k L - l'.hd) `.c)o WIC.) 1 0 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: n • Building Permit • Mechanical Permit • Other: • Rack Storage • Demolition (building) 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor'must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered reXaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. !i 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control ( R -1 occupancy group). lnl 17. Obtain approvals and permits from outside agencies: (21 ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries lll��JJ (248- 6630). ElPLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). RING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). 18. 19. 20. Checklist prepared by (staff): Date: ) dA5 /c) c� CITY OF TUKWILA PRE- APPLICAAN CHECKLIST DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING. DIVISION - PERMIT CENTER • 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 PRE-APPLICATION FILE NO.,PRE94- 042' 'PROJECT: ' °' APPLEBEES GRILL'. SE BAR • TIME: 2:30 SITE ADDRESS: 17790 •SOUTHCENTER PY. MEETING DATE: 12/15/94 The following commentsiarebased on a:preliminar rreview.• Additional. information maybe needed ..: Other. requiremeilts%regulations may need to be 'met. ENVIRONMENTAL. /° v✓k ,3"(\,i y e. cl 1r- e "Sc,t:e. s 1;k• C4Ve/, asL 5 i /e_ _34' �/0f /9N CITY OF TUKWILA DEC 1 5 1994 PERMIT CENTER 1 1 PRE - APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO PRC94 -042 MEETING DATE: 12/15/94 PROJECT: APPY.PEEES 'GRILL & >`. TIME: 2 :30 SITE ADDRESS: 17790 SOUTHCENTER P • fo/lowing'coriiments are% ba d;oie`a. prellthInary review al (?a formation; ri?ay be'neeafed , Qther r equre p amay, rieea�,' a'be'met • FIRE DEPARTMENT Construction Information The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #1626) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service pricy' to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a st; ucture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1646) Automatic fire sprinklers, audible and visual devices, and a minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkle; plans shall be submitted to Washington State. Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) Maximum grade is 15% for all projects. F,.,se stations are required. (City Ord. #1646) A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of Installation. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating2A, 10 BC) 5. 6. 7. K8. 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) [5(12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. PL 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. \ Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) K14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) [a15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exteriorwall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 17. Adequate fire flow availability will need to be demonstrated for this project. 18. Checklist prepared by (staff):. /.eZ 1 4401.(4 r� -✓ Date: /Rh is--/9/ CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 111 PRE- APPLICA 61 CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 �Tt�1LES'��.GRIL' MEETING: DATE: Tafollowing comments are basjd on a prellminary review. Additional information may be needed. Other /eilulrements /reguladdns may need to be met. FIRE DEPARTMENT - Inspections Overhead sprinkler piping a. Hydrostatic test d. b. Trip test e. c. Alarm system monitoring test f. 2. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans 04 Hood and duct inspections a. Installation b. Trip test 5. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit •M 6. Flammable liquid room a. Location b. Fire protection c. Permit 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 8. Fire doors and fire dampers a. Installation b. Drop testing 9. Fire final Fire Dept. access Building egress and occupancy Toad Hydrants ciV Building address Fire Dept, approved plans Sprinkler head location and spacing Materials and test certificate e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans e. 10. Other: a. b. e c. d 9. Fire protection systems: (1) Halon systems (2) Standpipes 3J Hose Stations (4) Fire Doors (5 Fire Dampers Fire Extinguishers �i Checklist prepared by (staff): / f�� n,42; e Date' /2/0/P 1 PRE- APPLICAON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 981.88 Telephone: (206) 431-3670 PRE - APPLICATION FILE NO. 131E94;4)42 MEETING DATE: 12/15/94 PROJECT:* . APPLEBEES 'GRILL & EAR TIME:2:30 SITE ADDRESS: 17790 SOUTHCENTER PY The following comments are based on a preliminary review. Additional information maybe needed. Other requirements/regulations may need to be met: PARKS AND RECREATION DEPARTMENT RECEIVED CITY OF TUKWILA DEC 15 1994 PERMIT CENTER PRE`AP'PLIC /SION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 9818B=` Telephone: (206) 431- 3670: PRE - APPLICATION. FILE NO.PRE94 -042 MEETING DATE: 12/15/94 PROJECT: d'PLEBEES GRILf;:_& BAIL TIME2:30 SITE ADDRESS: 17790 SOUTIICENTER PY . y, .C. .. . ,.: �� •. �. ..w .� �. y.• ll'h� G.; ... J:.Cir':il ^: ,yt�.� °:,<i�: r.f' 7%e ollowing co1"nients'pre:ibasetl nil rell riary�;revlew :)' tilt% »al info�rnia'tlon mayMe.feeare eri require ienttfregulat1ons mays PLANNING DIVISION -- Land Use Information Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) Obtain the following land use permits /approvals: Boundary Line Adjustment n Rezone Building Site Improvement Plan ) Shoreline Management Permit ) Comprehensive Plan Amendment () Shoreline Management Permit Rev. J Conditional Use Permit jTh Short Subdivision j Design ReviewSign(s) ( ) Subdivision (n Unclassified Use ( • ) Variance 1 Design Review - Interurban j Environmental (SEPA) rn Planned Mixed Use Development rn Planned Residential Development ( ) Other: _ •v : 3. Zoning designation: Site located in sensitive area? Yes _No • n 4. Minimum setback requirements: Front: 2-0 Side: to Side: e'b Rear: (0 r 5. Maximum Building Height:' � Height exception area? Yes n No 6. Minimum parking stalls required:/J4 . A- two ' Handicap stalls required: 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: Side: Side: Rear: X9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). g10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building . permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. I 13 of L - Ft,v�+t A'n- `v - 0 2 ELt n� r AA- /-100 0+4 t-'k4 4i! tt f ; re f �J � 2 s S P(G j I 14. ,E/1»5( �-wL '4..JicrZ4 5�r . 15. 16. n 17 n- 18. n 19 '� 20 Checklist prepared by (staff): Date: CITY OF TUKWILA d PRE- APPLICATfON CHECKLIST DEPARTMENT OF COMMUNITY DEVELOPMENT (.I 1.•, BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PUBLIC WORKS DEPARTMENT The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. 1. Apply for and obtain the following permits /approvals through the City's Permit Center: (~) Channelization /Striping /Signing ( ) Curb Cut /Access /Sidewalk n Excavation (public) [) Fire loop /Hydrant (main to vault) Fp Flood Zone Control ( ) Hauling (2.000 Bond. Cert. Ins.) n Landscape Irrigation ( ) Moving an Oversized Load ( ) Sanitary Side Sewer n Sewer Main Extension (private) ( ) Sewer Main Extension (public) ) Storm Drainage Water Main Extension (private) cn Water Main Extension (public) (—) Water Meter (exempt) ( ) Water Meter (permanent) ( ) Water Meter (temporary) n Other: 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 4. Water and pewer assessments may apply and will be determined during the utility plan review process. • 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. 6. Provide Hydrological - Geotechnical analysis. 7. Provide erosion control plan as part of grading /fill permit application. 8. Identify building elevation above 100 yearflood elevation per FIRM maps (use NGVD datum and recognized benchmarks). 9. Provide traffic analysis /trip generation study for: 10. Provide developers agreement for: 11. Provide the following easements and maintenance agreements: 12. Provide water /sewer availability letters or certificates from districts serving your development. 13. Obtain METRO Waste Discharge permit or approval (684- 2300). 14. Complete Industrial Waste Survey and return to METRO (self addressed and stamp provided). 15. Review the following City studies when designing your project and preparing your plan submittal: Checklist prepared by (staff): Date' 42 PROJECT:APPLEBEES GRILL & BAR address:17790 Southcenter PY Date 12/13/94 PW #897 Pre- Ap PRE94 -042 .SEPA Shortplt BLA Shoreline BAR. ROW Vacation Permits REVIEW COMMENTS Water availability letters: water sewer Assessments Double Detector /Vault Fire Loop /Hydrant Sewer Grease Trap (per Utility Vault Standard) Appendix H of Uniform Plumbing Code Located in Outside Vault. Surface Water $W0t -J ROOF D 4 /Ns zho 7"krz.5c 7'1'1 A' doer Hydrological /geotech: b`— Riverbank stabilization: Channelization /access: Frontal /Sidewalk: CBD Treeplan: Undergrounding: Curb cut /access: R7W- Easements: Traffic: Developers -s Agreement: Turnover: Other: All maps & plans to use NGVD datum. PERMITS TO BE OBTAINED (to be determined) Hauling if more than 50 cubic yards •$2,000 bond, $1,000,000 ins., route map, & $25 fee req'd. Oversize Load $5,000 bond, $1,000,000 ins., route map, & $25 fee required. Water: H2O Meter - Exempt Sewer: H2O Meter - Permanent H2O Meter, (Temp) Side Sewer Metro Discharge Sewer Main Ext (Private /Public) Metro Business Declaration Form Land Altering: if more than 50 cubic yards /6,000 sq ft Street Use: Drainage: Landscape Irrigation FZC floor elevation PSAPCA (demolitions) SU- Date (s) December (.5'. , 1994 By: - fO?42"262 - act,),,kaci cer- 10 74 A":3Kellit C Of 11AJCIZaCk- PC1/4-1- 3I -3uops Fr -II‘‘‘ivrl Tobb conticA orN ( phone *- 62_5- 1' 02-) DEPARTMENT OF LABOR AND INDUSTRIES _ _...._ Till.. SC71Fiv:ESTHA1117...1.7.:0717N:71_17,,...:ION IS REGISTERED AS PROVIDED BY LAW AS A iiii-.1.:"--IrO'd:C5.43%).4",!i.;:- — 1 44.4- '.:ii....;!).:i.-::41A-a-sl:).-1141:33:11A347:4:2-,44:.;30:144-4.C7tiffit:qp.:42;-;.":"1317: 1.9m8141:77* 74 .;-1..• :.:46.. ft. ..,-; 4,-;„..- : ;,:..:. -- :' V', ififkiilii a --I STATE OF WASHINGTON -.:::,..,-----!--,--:#----oty.R.::-.-.:...,..w_: SEAttLE - '"::`'.-lit:-.£7.131.,-01. it. ELI, Y -AO - -.t i .. 3916 .: - --.. .WA 9ai90:-... ' . . . ..., .. - T0'd 1101 S66T- OF -8UW 1779 S L Eippsocei ei r 1' R GENERAL NOTES 1. ALL LUMBER AND WOOD BLOCKING TO BE FIRE RETARDNrR TREATED. 2. MALL E SUSPENSION TAW ALL AND COUNG TE IMO TO EMPLOY METAL STUDS MD 3. COORDINATE ALL WORK WMTH THE LANDLORD. COMPLY WITH All MALL CONSTRUCTION REGULATIONS. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR PATCH AND REPAIR OF ALL SURROUNDING WU OWNED MATERIALS AND SURFACES DAMAGED DURING TO LS MATERIA To BE RESTORED 0. TOP SOIL EXCAVATED FROM EXISTING SITE To er REDEPOSITED IN WMDSCAPED AREAS WHERE SOO IS INDICATED. 6. IMSNINOTON STATE EUILW4O CODE SHALL TAKE PRECEDENCE OVER ANY OTHER CODES. 7. ALL CONSTR1CnON MATERIAL DELMRES MUST BE MADE DURING 'OFF HOURS' WHICH ARE: MONDAY THROUGH FRIDAY 0:30 PM TO 0:30 AM; BETWEEN 0:30 PW SATURDAY AND 11:30 AM SUNDAY; BETWEEN 5:30 PM SUNDAY AND 0:30 AM MONDAY. B. BARRICADE 111E COMPLETE ssni AND STAGING AREA WITH CHAIN LANK FENCING. geld oUR HOUR. mows (SAWCUmNO. JACKHAMMER WORK. 10. REPORT ANY DAMAGE TO PARKWAY RAZA PROPERLY BY CONTRACTORS TO PROPERTY MANAGEMENT. CONTRACTORS ARE RESPONSIBLE FOR ALL DAMAGE. 11. SCHEDULE ANY POWER OR WATER SUPPLY OUTAGES MIN PROPERTY MANAGEMENT. 12. KELP COMMON AREAS IN BROOM CLEAN CONDITION. IMMEDIATELY REMEDY ALL COMMON AREAS AND BIIRomNO SURFACES IN WHICH PHYSICAL oPPM/VI 4 NAS BEEN DISCOLORED OR DAMAGED. 13. POST SIGNS: WORK IN PROGRESS, PLEASE EXCUSE OUR MESS: AND *NO TRESPASSING! 14. USE or PERSONAL RADIOS SHALL NOT DISTURB THE PUBLIC OR ADJACENT TENANTS. 15. GENERAL CONTRACTOR TO COMPLY WITH ALL OSHA STANDARDS AND REOWITIONS. OWNER d G A • A • • TWA ar NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NORD REVISIONS WILL REOOIRD A NEW RAN BI5MITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. FILE COPY 1 andoretand that Oho Plan Chcc :t apprVt!3 CIO WOG, to onora cnd omisakne and approval of piano done not oW cita the violation of any adopted code or mesa Rscapt al contractor's copy 01 approved as II SMNI om, BY Clato Paint tie. Ru— l)tJ36 SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL 0 ELECTRICAL 0 PLUM3ING OCAS PIPING cI7\ 0; TUKWILA BUILDING DIVISION 1PPROVED SUBJECT TO ORDINANCE DEC 2.: 1994 EA Lt I (INCA CO. BLIC HEALTH • .. r<> DEMOLITION NOTES 1. REEPPIACEMY RoftED BOARDS. nVV..14.F. NAIUNO N D TOI NMG A THAT want° OCON5- HEETS. 2. REMOVE SKYLIGHT IN LULL WITH DECKING TO MATCH. REFER TO S- SHEETS FOR STRUCTURE. 3. REMOVE ALL INTERIOR FLOORS. wAU S, AND CEIUNG FINISHES. REMOVE ALL STRUCTURAL ELEMENTS AND FOUNDATIONS AS 51101N ON S-SHEETS. 4. REMOVE ALL ABANDONED ELECTRICAL AND H.VAC. CAP ALL PLUMBING AT SOURCE IF ABANDONED. IF POSSIBLE. 5. REMOVE ALL EXTERIOR WALLS. WINDOWS. AND ROOF AS INDICATED ON Al AND 51. 53 FOLLOWING SHORING NOTES ON 5- SHEETS 6. AT COURTYARD. REMOVE EXISTINO PLANTER AND WALK. 7. EXISTING SPRINKLER SYSTEM TO REMAIN. REWORK AS REQUIRE) PER CODE. S) f3qLJ�435 PROJECT DIRECTORY APPLE AMERICAN GROUP 919 N. MICHIGAN AVENUE, SUITE 1919 CHICAGO, ILLINOIS 60611 TEL. (312)- 943 -1919 FAX (312) - 943 -2248 ATTN.: MR. EVAN MUSIKANTOW ARCHITECTS /PLANNERS Aria Group Architects Inc. 1100 West Lake St. Suite 140 Oak Pork, Illinois 60301 708.445.8400 Fax 708.445 1788 LANDSCAPE CONSULTANT MUELLER LANDSCAPE CO. 2321 MEADOWLANE NORTH CHICAGO, IL 60064 FAX 708- 785 -8889 TEL. 708 - 785 -8888 ATTN.: MR. JIM MUELLER MECHANICAL /PLUMBING/ ELECTRICAL ENGINEERING W —T ENGINEERING, INC. 39 EAST SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 TEL. (708)- 894 -3640 FAX (708) - 894 -9985 ATTN: MR. STEVE KITCHEN CONSULTANT BEST RESTAURANT EQUIPMENT CO. 960 KINNEAR ROAD COLUMBUS, OH 43212 FAX 614- 488 -4732 TEL. 800 - 837 —BEST ATTN: MR. BRIAN STORM CIVIL ENGINEER /SURVEYOR BARGHAUSEN consulting ENGINEERS 18215, 72ND AVENUE SOUTH KENT, WA 98032 FAX 206 - 251 -8782 TEL. 206 -251 -6222 ATTN.: MR. DAN BALMELLI CODE DATA BUILDING CODE. PLUMBING COOL: ELECTRICAL CODE: MECHANICAL CODE: HANDICAP ACCESSIBILITY: 1991 AMERICANS W/ DISABILITIES ACT W/ 1991 WASHINGTON amendments EFFECTIVE 7/1/93 MAXIMUM OCCUPANCY LOAb: 15 S.F / PERSON = (BAR /DINING ALLOWED) = 235 PEOPLE MAXIMUM OCCUPANCY CLASSIFICATION: A3 ZONING CLASSIFICATION: C2 — REGIONAL RETAIL CONSTRUCTION TYPE: III: V —B (BRICK VENEER) ON CMU GROSS BUILDING AREA: 5632 SQ. FT. TOTAL 1991 UBC W/ 1992 WASHINGTON amendments U.P.C. 1991 N.E.C. 1993 U.M.C. 1991 TOTAL SEATING: 188 SEATS LIST OF DRAWINGS CIVIL Cl TOPOGRAPHIC WORKSHEET 1 OF 2 PARKING LOT MODIFICATION PLAN 2 OF 2 NOTES AND DETAILS ARCHITECTURAL L -1 LANDSCAPE PLAN Al FLOOR PLAN A2 . EXTERIOR ELEVATIONS A3 INTERIOR ELEVATIONS A4 INTERIOR ELEVATIONS A5 BUILDING SECTIONS A6 BUILDING SECTIONS A6.1 BUILDING SECTIONS A7 REFLECTED CEILING PLAN A8 SCHEDULES AND DETAILS A9 FLOORING AND FLOOR SLOPE PLAN A10 ROOF PLAN All TRASH ENCLOSURE PLAN B1 BAR PLANS B2 BAR ELEVATIONS B3 BAR DETAILS B4 BAR SECTIONS AND DETAILS SD1 STANDARD DETAILS SD2 STANDARD DETAILS SD3 STANDARD DETAILS SD4 STANDARD DETAILS SD5 STANDARD DETAILS SD6 STANDARD DETAILS STRUCTURAL S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 FOUNDATION DETAILS S4 FRAMING DETAILS MECHANICAL / ELECTRICAL M1 HVAC FLOOR PLAN M2 HVAC SCHEDULES Sc DETAILS EC -1 ENERGY CALCULATION DATA P1 PLBG. WASTE, DRAIN & VENT PLAN P2 PLUMBING WATER & GAS PLAN P3 PLUMBING RISER DIAGRAM & DETAILS P4 PLUMBING DETAILS El ELECTRICAL LIGHTING PLAN E2 ELECTRICAL POWER PLAN E3 ELECTRICAL ROOF PLAN E4 ELECT. PANEL SCHEDULES /DETAILS E5 ELECTRICAL DETAILS KITCHEN EQUIPMENT K1 SEATING AND EQUIPMENT PLAN K2 EQUIPMENT SCHEDULE K3 SPECIAL CONDITIONS PLAN KP -1 PLUMBING PLAN KE -1 ELECTRICAL PLAN BID DATE: 1/2/94 REVISIONS PERMIT 12/19/94 1 - a r o PTY RLA OEC 2 3 1994 PERMIT CENTER DECEMBER 15,1994 Elpipa,Dgc1 Nei h 779 1 SIIU dGri CEN LA 9 Bar K AY GENERAL NOTES 1. At*. wuatR AND WOOD GLOOM TO et FIRE RETERCANT TREATED. 2. ALL WALL MID COWO ,TWANG 10 EMPLOY METAL STUDS AND METAL SUSPINSON SYMMS. 3. COORS/ME ALL WORN WRN 114E LANDLORD. COMPLY W M ALL MALL CONSTRUCTION R[GULATIONS. 4. OD ERAL COMPACTOR Is RESPONSEILt FOR PATai AND RIPER OF ALL SURROUNDING WILL OWNED WFERIMS MD SURFACES DAMAGED CURING ToR CONSTRUCTION. MATERIALS TO sE RESTORED 5. TOP SCC EXCAVATED FROM OOSTIiq sin TO es IrtDEJOSR[D 01 IMOSCAPW ARMS WHERE SOD IS INDICATE). a OVER MW 1118 CODES 000! SNAIL rNKE PRUDENCE 7. Mi CONSTRUC TION MATGtlILL D[INEWt3 MUST BE ODE OUROO 'OFF HOURS' WHICH fl voiaY THROUWI rlapAY 9:30 PY Tc R30 AMK BEIWEOI£ O P_DF R_IIT iO YARD 11:30 AM SWOATa B 4,6 5:30 PM EL B.RIOCADE THE 0ouRETE SDK NO =OOP WM OM UHN mac. 0. Mcreng0R NT OPERMgNS ((s ICUTlvc. mammas WORK. 10. 00RETLL AIE Rmp9463000NTRAOTORS TO 11. SCHEDULE MIT POTTER OR WEER CUM OUTAGES 1RM PROPERTY WMOEYDIT. 12. 1tw: AREA9 MD BU M wiai P LY we BEN LtS00LORafO OR oAMADED. 13. POST SlG*S: WWII IN morass, RR•St EXCUSE OUR NESS.' AND •IO TRESPASSED.' 14. USt OP POSONAL RADIOS SMALL 10T QHSMRB 114E PUBLIC OR ADJACENT WOWS. 15. OEl1ERAL CONIRACIDR TO OCMPL"ETN ALL OVA STANDARDS MD REMOTIONS. PROJECT DIRECTORY OWNER APPLE AMERICAN GROUP 919 N. MICHIGAN AVENUE, SUITE CHICAGO, ILLINOIS 60611 TEL. (312)- 943 -1919 FAX (312)- 943 -2248 ATTN.: MR. EVAN MUSIKANTOW MECHANICAL /PLUMBING/ ELECTRICAL ENGINEERING 1919 W —T ENGINEERING, INC. 39 EAST SCULLY DRIVE SCHAUMBURG, ILLINOIS 60193 TEL. (708)- 894 -3640 FAX (708)- 894 -9985 ATTN: MR. STEVE ARCHITECTS /PLANNERS Aria Group Architects Inc. 1100 West Loke St. Suite 140 Ook Pork, Illinois 60301 ■ ■ 708.445.8400 Fox 708.445 1788 LANDSCAPE CONSULTANT MUELLER LANDSCAPE CO. 2321 MEADOWLANE NORTH CHICAGO, IL 60064 FAX 708 - 785 -8889 TEL. 708 - 785 -8888 ATTN.: MR. JIM MUELLER KITCHEN CONSULTANT BEST RESTAURANT EOUIPMENT CO. 960 KINNEAR ROAD COLUMBUS, OH 43212 FAX 614 - 488 -4732 TEL. 800 - 837 —BEST ATTN: MR. BRIAN STORM CIVIL E•GINEER /SURVEYOR BARGHAUSEN consulting ENGINEERS 18215, 72ND AVENUE SOUTH KENT, WA 98032 FAX 206- 251 -8782 TEL. 206 - 251 -6222 ATTN.: MR. DAN BALMELLI FILO COPY 1 understand that Mho Plan Chock approvals am MOM to odors and amiplon a and approval of plane does not alhoMES its Sidon of Cl y adopted cods a admit IL. 10 canUaotot's can ^Mond IAIT b 01 Si 0-1166 porno, cqq — 0435 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS TALL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDmoNAL PLAN REVIEW FEEL SEPARATE PERMIT REQUIRED FOR: (r ICI' EOHANICAL OTRICAL 1213LUMBING C!3 GGA$ PIPING CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA APPROVED MAR 2 0 1995 AS NOIEU BUILDING DIVISION MILLWORK NOTES A. RED OAK PIECES WITH NO STAIN AND CLEAR POLYURETHANE FINISH. 1 WINDOW SILLS AND FRAME PIECES 2 CROWN MOLDINGS 3 COLUMN COVERS AT AU. T INTERIOR OF 4) AU. TMP gg HORIZONTAL AND VERTICAL AT BEAD cOARD EDGES. B. STAINED m PIECES = BENJAMIN MOORE AMERICAN WALNUT 41 241 -59 WITH CLEAR POLYURETHANE FINISH. DEADDORDS 3) NNAANDFDFW (INTERIOR) 4) OAK RAILS ON DMDER WALLS 8) TREADS AND RISERS C. STATION "A ", "E AND HOSTESS — 3/4 PLYWOOD WITH OAK VENEER STAINED 11 241 -59 WITH CLEAR SATIN POLYURETHANE D. ALL INTERIOR POSTS SHALL BE BRASS. ALL OAK HANDRAILS AND DIVIDER RAILS SHALL HAVE ?RASS FITTINGS AND BE STAINED WITH CLEAR POLYURETHANE FINISH. DEMOLITION NOTES 1. EO+OSE WOOD oesaG AND ROAR AS NECESSARY. RtRACt ANY ROTTED MEWS. 2. REMOVE . IN FULL 1111TH OECUINO 10 MATCH. REFER TO S- SHEETS FOR SIRUCruRE. 3. REMOVE ML WIER= FLOORS. art AND C wm rw05Hts. REEIOVE ALL STRUMS/ ELUDES AND FOUNM1 om AS SHORN ON SS- MEETS. 4. REMOVE ALL ABANDONED EISCTROL AND H. VAC. CAP ALL. PLUMBING AT SOURCE K ABWDONED. IF POSSIBLE. 5. REMOVE ALL OMEN= WALLS, WINDOWS. AND ROOF AS WWGTED ON At AND St. S3 FOLLOWING SNORING NOTES ON S- SHEETS O. AT COURTYARD. REMOVE DOSITN0 PLANTER AND WALLA. 7. MEND SPOORS SYSTEM TO REAWI. REWORK AS REQUITED PER CODE. 0 35 CODE DATA BUILDING CODE: PLUMBING CODE: ELECTRICAL CODE: MECHANICAL CODE: HANDICAP ACCESSIBILITY: 1991 AMERICANS W/ DISABILITIES ACT W/ 1991 WASHINGTON amendments EFFECTIVE 7/1/93 MAXIMUM OCCUPANCY LOAD: 15 S.F / PERSON = (BAR /DINING ALLOWED) = 235 PEOPLE MAXIMUM OCCUPANCY CLASSIFICATION: A3 ZONING CLASSIFICATION: C2 — REGIONAL RETAIL 1991 UBC W_/ 1992 WASHINGTON amendments U.P.C. 1991 N.E.C. 1993 U.M.C. 1991 • CONSTRUCTION TYPE: III: V -8 (BRICK VENEER) ON S ILDING AREA: 563 AU AUremtectic Fine F-kt1N INco et ltimi is REQUIVED TtIRcurMouri 'ibR UBOSGAa.3SOZ6) 4. tkc. 14.48, i&V ). METAL STUDS TOTAL SEATING: 188 SEATS A A LIST OF DRAWINGS • CIVIL C1 TOPOGRAPHIC WORKSHEET 1 OF 2 PARKING LOT MODIFICATION PLAN 2 OF 2 NOTES AND DETAILS ARCHITECTURAL L -1 LANDSCAPE PLAN BUILD NQ DIVISION NOTE Al FLOOR PLAN A2 EXTERIOR ELEVATIONS A3 INTERIOR ELEVATIONS A4 INTERIOR ELEVATIONS A5 BUILDING SECTIONS A6 BUILDING SECTIONS A6.1 BUILDING SECTIONS A7 REFLECTED CEILING PLAN A8 SCHEDULES AND DETAILS A9 FLOORING AND FLOOR SLOPE PLAN A10 ROOF PLAN A11 TRASH ENCLOSURE PLAN Bi B2 B3 B4 SD1 SD2 SD3 SD4 SD5 SD6 BAR PLANS BAR ELEVATIONS BAR DETAILS BAR SECTIONS AND DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STRUCTURAL S1 SPECIFICATIONS S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S4 FOUNDATION DETAILS S5 FRAMING DETAILS MECHANICAL / ELECTRICAL M1 HVAC FLOOR PLAN M2 HVAC SCHEDULES & DETAILS EC -1 ENERGY CALCULATION DATA P1 PLBG. WASTE, DRAIN & VENT PLAN P2 PLUMBING WATER & GAS PLAN P3 PLUMBING RISER DIAGRAM & DETAILS P4 PLUMBING DETAILS E1 ELECTRICAL LIGHTING PLAN E2 ELECTRICAL POWER PLAN E3 ELECTRICAL ROOF PLAN E4 ELECT. PANEL SCHEDULES /DETAIL E5 ELECTRICAL DETAILS KITCHEN EQUIPMENT K1 SEATING AND EQUIPMENT K2 EQUIPMENT SCHEDULE K3 SPECIAL CONDITIONS PLA KP -1 PLUMBING PLAN KE -1 ELECTRICAL PLAN CM OPP T T TUKWILA MAR 0 3 1995 PERMIT CENTER Receive° MAR 8 195 ROBERT VOSSAT ASSOC. :•I • REGammam ARCHITECT Oar I HEREBY CERTIFY TWA THESE YIp P . 1 1T0 ( y 0 MY EN 1dt 'r :,4��frlaf�l8t BID DATE: 1 2 94 REVISIONS PERMIT 12/19/94 REV. #1 03/2/95 LelI W! ONI LI0 L 140. 4 101§R 15,1994 • • • r • 0 10 20 40 S`• i"""".. H • •r • C • - •• . ;.'• t .4. SCALE 1" •20' •; r7'K.c ... `:: :•_•;a•. • t. t.t=."n,. •-I, •..,.►.s..c :L•,r T2% s•tr_eirrez :1. :i'r, At,:! N1,:c.:.• p,.r ;,. C.. r. • . 4••• ` •'r.. I- t ! m II t.I 1• SS CLEANOUT HATER via uE -s4 • 'i /• _�, II t.''r • • ✓. i, t{•, { l izea ;; I ta'1 A•'• F.;•v t •1. !.•,' 1 1 !; : tI •4- . • -. .‘4O.. ?•.' Z • t F LlVF.••.•( -r� :., : ••: ,,• ; M.;'rr OF. Mt ria ti G - . V,.t':rW . CAT. 6.•• 3 0..•• . - ' t'•r.jl•JI SUN. 5' J r. "•1. - 'i ; ? :: A • L.: .. nr 1,�' t .a' .,{. ►.r re• •%;..• • L L■:M AILI.A•t • :. '. :'r..' 11 ...rip • •_.lit• n•Lt %%. "N •.: ...•' .•.•., \_.• r1 t'u.4et $ To NIk •••• •1114t•v_ -• At. • • • •; CB -1903• 1 1 l.• t to 1 3"\ DAL MAPLE TREE v: I i r' /.'' A•1 -A- •...••.I.. • . .. •. •'. t. •l i.1 ' i �.. 1•• 1 " .'' `a !.!' , t., r. 1 .. n "%.1 •.4.'91.. • .4 - :•:bi A •; • v1.'i Ls; ti r.l. P-1..41 �• 3p,ri..car ;.r tut:. ..f ".r.. :t %:.el.-i • "' `IN - /'.".'r. 5 sr'.A .:►•A +: : • .. 1• •: ;, +..••. P.C., 1.1,14..1.••• ; lr'. . J 1.4 , JA'.1_f1A•.'.1•.tp.C• V.C. '•} } S7.;tI'46% "C I1 f- ..'.'L'. •• • ;. .,.1•1141: ■.1•F. A•1•1' .C. :•°! . • • r. •. :.. •: �'.!'% E t.! ,•. \',) .�"r .. •f•. •'1 . 1. . -LEA►J cciJDrfL »4 . IMkiPc-lat'I A.. /•T•it1 :N AtttE -A °i ~•r 9Lt/C-.. • 1'-Iii! G1-• i 1 IK•iI J4 �d%'= rl'1•eAtJ .F bI' coLD •P_ oP- t•)N✓,A,S,F t; • • • F:•.., •r• •• .,.'.. r h. • - •t,; �I•�,t, re :21. • •1•sNS c_A`•l +:j+ ^I. '/; •t ,'!• F t r.•:LJ = ,.� • U : DATA :. '1 a1. . •1 cx, S9 CIUNOUT Ex, NATEA VALVE -N .' • • • EX. CO RIM•26.0 IC.22,31 e t IE•14.621 CONO IE•16.42IV NC. t • ((.16.02 IVE CONC ' • IE•23.41 x E) ' , , , IE•23A70fIQCONC• Ex. 3 OI• WPL TREE 1 1 1 • • • �J r+ 4 4t. • ,. et ,.,: 13 , • ;. t •4r 4 ., 68 MH •1696 • EK. 6'1.CU�RB \X. PORE' OWER VAULTS SHRUBS �'Ex. POWER MANHOLE r- w • 7' ..• s .• Ex. dYATtR VALVES AAnn Ex. \ATLR Ex. S OTA MAPLE TREE ce\sc RANT ;N NOV. •1 • tx. r EXTRUDED fURB PLANTER , 1 • 'r i 1 • • It RRIIM•28a.01 14:11.35111:111:074c cx. PARKING SPACES I �' • 41• sloEwali' _5: -W-- -j .:.I • ..a • •, ti.,!a A4� �, +lR 1a1 v1��,WJ�R P it Ito" if. ee F1 e s: a u• r._ _ ' iw l..f:1 r : ' . .t 't..,, i1•11M� t..' , ,4 .1 j ,, t..• - ; 1' 6. T• ' rw' ti, ,. i ' • ' I . ,, .I,•TIl.',. . .• • • 0. Avis �. •.. .4:r •,, :•. • 1, cx. b• CAIRO \ EX. SHRUGS\ • • I • • ' POSTING BRICK BUILDING (CHEC MEDICAL CENTER), • • •• EX. SS F.F■2420 eats to nseRINQ OASIS OF BEARING 13 RECORD OF SURVEY UNDER RECORDING NO. 7603080471 VERTICAL TUM Is CRY OF TUKWILA, MSL BENCHMARK 013, ELEV.2124.43 • t 'flTTl etteANO SITE BENCHMARK IS 'K CHISELED IN 'TOP NE BOLT OF STREET UGHT BASE, 183'! SOUTH OF NW CORNER OF SITE, EAST SIDE OF ANDOVER PARK WEST. ELEV.021.73 PER CITY OF NORA DATUM. N0. 530091 OW2 0, AJGUST 3,, 1081, ZONE AN, ELEV.a23.00 . \ \a.iieeea FLOOD P IN IS PER FLOOD INSURANCE RATE MAP CITY OF TUKWILA COMMUNITY PANEL Lt, \ a '• :o . •• • • '• • ' + TONING 4 c -E (REGIONAL REM. BUSINESS) PER LETTER DATED NOVEMBER 12, 1986, ' • • A 't• • • \% ARUM CITY OF Tuh%OA TO MARRIOTT CORPORATION PERMITTING HOTEL USES. ` ` `�a, 0. K6V•21.20' EX. •sII• CLEANDUT . • t '1.0?; • •. -.0.01 0.01 S. %.T ?... . • • ••- tow& 1: • .1 xi 0 cx. CD-1853J [•20.82(V00OI4C EX. WATER MEIER 1 • 49x. so CLEANOUT • • ' • 1 ,1••.••••,•r1 EX. FIRE HYDRANT - • • lw • • !I Ir ••. •1 • 3•4X. OAS METERS ... •• 1 .. 11 • • .I ,r• • •1 • •!t •N• � w. • 1 •0,. VICINITY MAP N.T.S. • a 11 I if G � E g .. iNs niI it • S C RI 0 0 Wc,. i 55 m - - €bvnfo•_ - L a QO'; E jr o e trio. . ao '�E �01v«a 1 n EXISTING TREE TO REMAIN. i w 06444 s W'. Qc..o. • 6 g ym a m H ti w • • . ® EXISTING PUNTER TO BE REMOVED. • ' �:': 8 NEW PLANTER (SEE ARCHITECTURAL SITE RNA). .::r:.'''''i' •::4 :' • •'- ''''0 EXISTING TELEPHONE' BOOTH TO BE .RELOCATED. (COORDINATE. WITH US. WEST). :''- ®EIOSTINO WHEEL STOP, TO .BE REMOVED. ' • • CONSTRUCTION /DEMOLmON NOTES • a v 0 EXISTING 6-INCH EXTRUDED CURB TO BE REMOVED. weoowb •• AO EXISTING CONCRETE TO BE REMOVED. I Al;Twat • EXISTING TREE/SHRUBS TO BE REMOVED. a3 0.440 1 1 �WM Liio • •;• a6 • �r s ••••�i • • SPECIAL NOTE: 111E LOrAPON OF THE VISHNU AMINE AND WATER SERVICE V -5 Ant Lr K'IOMTN. CONIRAOTOa SHALL VERIFY LOCH. 0NS OF • 1NLSC •.PNwI'S D' RI.A Were OENOU!,ON PHASE AND MAKE 'le •r.Ayp is: NNEG4OMS TOR NEW ARE.RIE MICA MID WATER • • :•• Sr v F. CntIVACtsat SWW PR'31IIOt LOCATION AND mu or • , S,.duM• TO L+: fLR AS .1•ON Al THEY ARE CONFIRMED 1''. P.AD. .;,•• •. i 1• • • EX. IRRIGATION VAULT • A�* •c€ f?1T4 ( r�� �f .; fintigaelagagaInMe 1, s�PECFICA �°D R ROADBHAU• : SEAR Ds, PS OF Wild/4 g�AAAAMTTTTSSSS` , TNt CRY 0I TUK*IIA Max '4 }I TOOLTN TA m 'BTt11 D SAtp y� PUBUO i�iOR �ON WRN u c� o/ 2. IN PROORa °OPT! OF pTHESE HAMS UUST Si ON 1RTE MERE E CONSTRUCTION 19 USE a MY ER REUIRD PERMRB PRIORFTQ °�C�N AOnNTY IN CRY WEIR -OF Y. * PRIOR TO (433 -EON UST BE CONTTACTED FOR A PRECO�U� MEETING. 5. AIL L.00A11ONC OF QASDNO IJT1LIPLS SNOW HEREON HAVE BEEN ESTABUSNm BY FIELD SURVEY OR OBTAINED FROM AWJIABLU MqO�OpRDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY MD NNOT NK f89 Y COMPLETE. If Is THE SOLE RESPONSIBILITY OF TO U D A O R ER AU. UTI UTY LOCATIONS SHWA N AMIDWI THIS MIMES NW a&r � BY TIC H THWNNE°RO LOCATION P fY CONFLICT COST& & CATCH BASIN - TYPE I - PER Ws00T /APWA STANDARD PUN 8 -1 OR ASSOCIATED SAID AND VMS 08-15, OR COWL. 7. CAT O4 BASIN 1WE 0 - PER WSOOT /APWA STANDARD PIM 8 -1E (48' L& OR 54' LE. AS OESIOMTEDi) 011 ASSOCNTW 8440 AND GRAVEL C8 -19, OR EQUAL • & UNIT COVERS AS DESIONAiED ARE WSDOT /APWA STANDARD, (PER STANDARD KM 8- . 9. ALL TYPE n CATCH BASINS SHALL HAVE LADDERS OR MMYTY SUPS PER WSDOT /APWA .STANDARD PION 8 -12. 10. ALL CATCH BASIN FRAMES •MD ORATES SWILL BE DUCTILE IRON PER W$OOT /APWA STANDARD PLAN 8 -2A 11. A�� BASIN GRATES SHALL 8E DEPRESSED 0.10 FEET BELOW PAVENEM /CURB 12. ALL WV/AiER SEPARATOR CB ORATES SHALL BE OF iNE ROUND SOUD LO0ONG TYPE. 13. ALL STORM CONVEYANCE PIPE SHALL BE ONE Of THE FOLLOWING AS 1 A HEUGAL CORRUGATED ALUMINUM (OR WILT- 1RMTED MINIMUM 18 G A U G E OR GREATER IBM AS SHOWN 2 -2/1 X 1/2' °ORRUd1T10 WRN WATERRWG & CONCRETE, PER ASS* C -14 CLASS 11t, USED), BELL MD SPIGOT (LwTM BELL FLUSH WITH Cs. WALL of WED), WMTH RUBBER GASKETS. C. P.V.O. CONFORMING TO A.&TJL 0- 3034 - SOR 35. D. PIPE MAY BE MY Of THE ABOVE PROVIDED: 1) PIPE JOINTS MUST 8E OF THE SNJC MATERIALS, MD 2) WHEAL A PIPE YAWN. IS SPECIFICALLY SHOWN ON THE PENT, THAT MATERIAL MUST BE USED. E. MINIMUM PIPE DOVER SHALL BE 2.0 FEET. F. SMOOTH WALL SPIRAL _AB AWMINUM CO ASPHALT- TREATED STEEL) PIPE, 16 GAUGE, W/34' X 3/4' RIBS AT 7 1/z O.C. 0. ADS TYPE N -12 NIGH - DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN (INTEGRALLY FORMED SMOOTH INTERIOR TO WE REQUIREMENTS OF AAS.H.t.O. M-294. • 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT /APWA SECTION 9-30.7(1)9 R . AWMNUM MD P.V.C. PIPE, MD SECTION 9-30.7(1)A FOR CONCRETi P ALL TRENCH acid SHALL BE COMPACTED TO 92X MINIMUM DRY DENSITY PER AS.T.M. 0 -1557- 70. 16. AU. PIPE SOU. BE LAID ON'A.PROPERLY ABED f0UNCA110N ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(1 . PMIS MAL INCWOE NECESSARY IMUNO Of THE TRENCH BOTTOM OR THE of THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MAiERIAI TO INFORM GRADE SO THAT MORE TENON Of THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. If THE NATIVE MATER A 04 THE COTTOr1 OF THE TRENCH MEETS THE REQUIREMENTS FOR GRAVEL BACGILL FOR PIPE BEDDING. THE FIRST WT OF PIPE SWOINO MAY BE DARTED, PROVIDED THE MATERIAL IN THE BOTTOM THE TRENCH 5 LOOSENED, REGRADED, A COMPACTED TO FORM A DENSE UNYIELDING BASE. '18. ALL OUADNG ROOF GRAN DOWNSPOUTS MO FOORNO DRAINS SHALL BE DIRECTLY CONNECTED TO 114E MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAINS A140 FO�RNO DRAINS SHALL BE MAZE AND SHALL BE CONSTRUCTED OF t (ORR t OWJEiER WHERE P.V.C. • (ROOD N ONPERFORATED FOR ROOF DRAMS, PFA TED FOR FOO1INO ORNNS. ENT CLfAN0UTS MD OFJND9 SHILL BE INSTALLED SO THAT THE CAN BE FINED. THE SWIM SHOWN HEREON IS SCHEMAiiC ONLY. INC B RO°TIE °S MAY RLQU5 TERDRN T I RL DIE CONTRACTOR 1 A DIMENSIONED RECORD Of THE LOCATION OF ALL PIPES MD CLEANOUTS MO SUBMIT SAME TO THE CRY, ENGINEER, AND OWNER UPON COMPLETION OF THE WORK, 17. ALL ROOF MD FOOTING CRAZES SHALL BE LOCATED IN THE FIELD MD ADJUSTED As NECESSARY TO AVOID NPACTINO INC team TREES DEPICTED ON INC ORADING PLAN E US ONES SHOULD B TO BE SAVED. DRAM LOCATED OUTSIDE INC THE DRIPUNE Of 1 TO BE SAVED WHATEVER POSSIBLE • . . 18. THE STORES DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACOORONO TO THE APPROVED WHICH ME ON LL I ORN A MY RAMOM . THE PPROVED PINS WILL REQUWMPPROYM. INC DE DEVIATION FROM 19. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF INC SPRING UNE OF ANY STORM ORNN PIPE. 20. CONSTRUCTION N WIT INC OI( CIO ROi ENS, SECTION 61 MALL •SAG,81981 21. PRIOR TO OCCUPANCY INC KRONOR STORM OWYNAGE SYSTDI WV BE CLEANED OUT BY PUMPING. (00 NOT PUMP CR OISP06C IMO ANY 011HER STREW. STORM SEWER, OR Smarm' SEWER sY51EMa ROCK PIACED TO A MINIMn. RAP UM UM DEPTH AI (INZ T. GUAM' ROC AGGREGATE 1O A MU S FOLLOW& 1 /2r - 2r -10fT -402 = M'- 4M 4071 L- 701f 23. TESiNO OF ALL STORM SEWER PIPE WILL BE AT TIC OPTION OF THE COY OF EMMI A. 24. WHEN PWN ALUMINUM PIPE OR PIPE ARCH 5 USED WHERE R WILL BE N CONTACT WAN CONCRETE OR CONCRETE PIPE, KILL AWMNUM SURFACES IN CONTACT WITH THE CONCRETE OR CONCRETE PIPE SOW. BE PAINTED VOn1 TWO COATS OF PAINT. THE AWMINUM PIPE TO BE PAINTED SXA&L BE CLEANED WlM SOLVENT TO REMOVE CONTAMINANTS. AFtER CLEANING THE PIPE SHILL BE PANTED WRN TWO COATS OF W art comma RO FERAL &PECFCARN 1T -P-645 (PRIMER, PAM. are C ED • • • • • 1. ALL IF SW" t AtxO „_jiQAl( ° I. M TIOBt1NfAFt y� N �• TM ENGIN„ 4 - I , WitM COPY OF THESE PIRO 14113? St ON ATE WARM CONSTRUCTION 13 a ANTE 7121 RIiOEMRD PLRMRB PRIO°R/TrA CONSiR{UAN R1 IN ORV 4, OwNi M (4°33 -1650 MUSTN� r= R A PRE CONSTRUCTION MELM & 5, ALL LOCATIONS OF EXI5w !MUTES SHOWN HEREON HAW BEEN ESTABUSHED BY FT ouiwty 09 OBTNNEO IRON AVNLABLt pRDS MW SHOULD THERM B CONSIDERED UTY tOCATIONBS SRH M F TO �t L oVM OD D AMID O1N RESPONSIBILITY IBILITY Of E CO yy� R TO INDEPEND Y VERIIFFr ADM 0 SERVICE TH10 ©� P81(Atl O ONfil URIm UOW [R OR HIS REPREWITA TM CANED* IMMMO:M ,PLYS CO1R i+AD 0 IF A LAYAY CONRJOF VOST8, 13 Nor & OPEC I� TME01IA FILE RROIVEED THE CITY VW. UIREMW ACCORDING TORE /PROVED I iENI SOAP ROOW1cFFROM THE PROPER AGENCY. 7. TESTED PPM0p.. me SERA UNEB AWL BE MUM Ac ept u art orR OFF TOMI COMPLETED *1 tDDORis MO Wh1U SHALL et REMOVED FROM PIPE POOR TO oPENNO SW. 5. I A A N H O U 5 iw0 UOSN . • :• ..; A ALL TYPt 1 - 49 WNiiOMB SWILL BE OOssTRUC ID PER *S00T /APWA , STANDARD 01TALL B-2314 p ECCENTRIC C0$E8 :1 '•.� ; B. AU. IMMOUS SNAIL HAIL A MNIM•JM DROP OF 0.10 FUET BEIWWI INVENTS. • ' 0. ALL MAWMES NOT IN PAVED MOS SNAIL WAVE LOCKING UD& • ' . • 0• TO 10 BE RNLL ASPHALT YQ°FLVA 018 MD GROUND St Il0NS MANHOLE 11 LANDSCAPED at • 0. . SEWER PIPE, BEODNO, AND TRENCH COMPACTION; • . A ALL SEWER PIPE SHALL BE ONE Of THE FOLLOWING AS DESIGNATED: 1. P.V.& COWORN INO TO /ATM. 0-3034, SOR 35. 2. • our= IRON, CLASS 50. CONFORMING TO AW.WA 0151.' 3. PIPE MAY BE MY Of TIE ABOVE PRONTO: ita PIPE JOtltS MUST BE OF INC SAME MA AND TO WHERE A PIPE MATERiAL IS SPECIFICALLY SHOWN ON INC PUN, THAT IMIERUL MUST BE USED. 4. MINIMUM PIPE COVER AT WHOM SHILL 0E 8.0 FEET AND 5.0 FEET BETWEEN RUN& • 0. PIPE BEDDING SHALL BE AP.WA TYPO 'P Val MATERIAL CONFORMING TO SECTION (1-30.7410. C. PER li &T DL- 115557O�A t* pmc I) PRIOR 7O TESTING OVER UNES FOR ACCEPTANCE. P� 10. SIDE SEWER LATERALS A SIDE SEWERS SHALL BE U' ANNUM METER AT 2AX MINIMUM SLOPE • B. SIDE SEWERS AWL BE TESTED FOR ILAKAOE At THE SAME TIME THE MAN UNE SEWER IS TESTED. IF NOT IESAC TOGETHER PROVIDE TEST THIS AT SEWER WIN CONNECTIONS. C. BUILDINGS WM GREATER TITAN 10 'MT SHALL Bt SENLCED BY ONE OF Tit FOLLOWING METHODS: 1. DOUBLE 0' DIAMETER SERVICES CONNECTED 10 TRUCK BY STANDARD WES OR INTO NAIMOLLS. 2. SINGLE Nr °WALTER SERVICE WHTH CLEMOUT CONNECTED TO TRUNK IMO MIAOW ONLT. (ALTERNATE CO NECiJON MEDW0.9 ARE • DEPICTED ON RAPIS.) 0. AU. 1ATTRAL CONNECTIONS TO SEWER EONS SHUT BE MADE WITH A Mt OR 11. CONSTRUCTION OF DOWERING GROUND &TED_-__- 8 AWL 1-3.02. B IN A • WRH INC A.P.WA STANDARD SP S$ELCCfHMRNN 12. WHENEVER SEWERS MUST CROSS UNDER WATER MAN THE SEW SHALL BE WD AT SUCH M ELEVATION THAT THE TOP OF THE SEWER LDIE IS AT LEAST 36 INCHES BQDW INC BOTTOM ON THE WATER MAIN. . . It MOWS Y SOIL NOI T BE PERMITTED W UN 10 M U OF THE SMOG UNE OF ANY. . ,. . Nr- rnrv,c 1vwjvnmr� me oc auras �.rnn. ,v nwc arw,m, au,v.; 12• RR!! NYDRANRSi.•' ' .•.• .. I • .. • . • ... •. . •t :n.;..,. •'� • �•,•• • -iD• CLUNOUTS SHALL BE PROMOS AT INC TIOIt -OF -WAY UNE FOR ENTERING • ' A ` ALL FIRE IfYORANiS SHALL CONFORM TO INC CRY Of TUIMAU STANDARD PLM • • • • tLSy, •tH?AE PuU%xJ- euG iIO1r G-04H-WASE Y y scspn? NOS• w-3, w-4, W -5, MD W-6. • • • 1& lest �J NOLLpp�p01Y�. p�tPROPLRAN�YTO� �fRl iliOM 11.7 E rt��ING OF ANY 11iAV m MIRIACE WILL NOT°teet ALLOIME0.11MES BY 12. Alt PARKING RIO ORIIVVf:WAY MEApSy { NAW POSRNWEE�DR*U0EGE TO �CNOILE0 MINIMUM CACEgPW1 Oi LTN 8R 81Y41 NIT SI IIP�`ERSWEN11118 �1 1+IQrr 13. ;1313.:iXD L CV y(�L(L( ygµy INCA CONRN� Ap��MRppNpO�p�y �A_ PATCHp�MUST el PLAgOLO IIMMt0Y1TELY AF tRD1100711L M D COOMPAeTpN . THI0N� TAIL 01502 10i. NNW BE PLACED ((J) INONES, WNW 19 O i 14. DIRLIDED CEMENT N ETE CURBS AROUND ASPHALT E00E8 SHALL BE CON STRUM PER OET . . • .. 1..; • ALL wow M O MATtRIUS SNUL et IN ACCORDANCE �VWITH 114! ST J4 Ro ...; :, SPECIFICATIONS FOR �Ra��D M AM61�WI�PUBU�RK81IA9TION '• • ".g'�� ° i 1 -R>004 wRN THa LATEST minoti r. :' 1'r • p •, i A•. OUTETIDE GARBAGE 0 EXISTING GRADE EXIST. ASPHALT S' CEMENT CON AC PAVEMENT W /fiats, 1040 WISP 2' CRUSHED SURFACING TOP COARSE OR SAND SECTION B -8 COMPACTED SUBGRAADE OUTSIDE GARBAGE AREA NOT TO SCALE ' • ' CM INA ,040111 NO 2.`• M APP= COSI 0► Tfl PHIS MUSE 01 ON SIR *own OONSTRUCION 18 , • 3..' T SHAD •et 1HIi SOLE RCSPOiaioMY 0? mt Qor�TRADFOa OEM scour tSc ••• AND ANY -0ilOi ROAM PERMITS PRIOR TO MY W IN GU . .•. RENT OI-wAY . :. 4.; ;•''• PRIOR Y� (433-1050 iIMMUST et FOR A PROONSTRUCTION MURN& 3 /81x4' EXPANSION ANT t. NEW CONC. CURB NEW PAVING 5,.•. ALL LOCATIONS OF tXISDNO UTIUTIFS� • N HEREON 1(4! BEM Q�8? ' • 1 • . •. ' FIELD SURVEY 0R OBTAINED FROM AWUDLL" RECORDS MO SHOULD et • • * :' • ` CONSIDERED MPROIIMAit ONLY MD NOT NECESSARILY COMPLETE. SOLE , • • • • RtSPONSIBMr Of TNt CONTRACTOR TO NOFADIDBITLY wore in OF • • ••'; ALL ARMY LOCATIONS MpTp 11011ME DISCOVER M0 AVOID OTHER • TI �ER NO SOWN CONTRACTOR s ou r iNt UNTIES Ni IRRGRROMD LOCATION TOE FMMOWCO2EDN1EIY CONTACTED If A MUTT TCi OONFUUCCT 00° STS. HIS RaPRL804r. & . lid WATER MAIN OISTRIBUIION MSTEM SHW.L et CONSTRUCTED ACCORDING TO TNt APPROVED PLANS WHICH ARE 011 FII1 IN THE CRY OF TUKWM ENGINEERING DmARRTrr. ANY OLVIMON FROM THE APPROVED PUSS WILL REQUIRE WRWE N APPROVAL FROM Mt PROPER AGENCY 7. CONNEDTONS 10 COSTNO MOIRES STALL et SUED OA UNITL CONSTRUCTION K P� ALL NO °RESCORNE PURITY TESTS. UNIIL TAIL NOV WATER AWNS TUNE & WATER MAN PIPE, BEDDING, MO TRAIOM COMPACTOR A TILL WATER IAN PIPE 40 BE CEMENT UNED 52 DUCTILE IRON, LTESi NRE1 SIOON. �M SPECIFICATIONS ORTARR UNINQ MD w COAT°N151 SHALL 7L . CONFORM TO AN.$.. A-21.4 -74 UMW 0104-74). OR LATEST REVISION. B. PIPE JOINS TO BE PUSHED -ON, ME NANICAL OR nun JOINTS.. C. ALL WATER MAIN PIPE FRONDS TO BE CEMENT UNED CLASS 250 CAST IRON, CONFORMNO TO ANSI A-21.10 MD A-021.11 -77•, OR LATEST REVISION. D. ALL WATER MN PIPE BEDDING TO BE AP.WA CLASS C. 1. STANDARD �1 wmtR DEEMS IN Caen cOaN� P M 0100 5 TO CONFORM TO f. ALL WATER MAN TRENCH BACOTLL SHALL DE COMPACTED TO MAAR 022 CRY OPTIMUM DENNY PER A&T.M. 0- 1557 -70 (MODIFIED PROCTOR) PM0R TO . TESTING WATER AWNS FOR ACCEPTANCE. 9: ALL MIDI MAIN PIPE 1i' MD SMALLER 10 MWNTNN A MINIMUM COVER AT 36 DOES • 8a m ED WADE • WHERE WITTY CONFLICTS OCCUR. WATE7U MANS ARE TO BE 10. ' ALL WATER MAINS Sou BE PRESSURE TESTED AND DISPROVED 04 ACCORDANCE WITM • • . • THE SPECIFiCATIOIS Of INC WASHINGTON SLATE REALM IMPAIRMENT AND CITY OF • WILVALA STMOR09. ALL INSPECTOR MD PRESSURE TESTING SHILL BE N THE PRESENCE OF, MD • UNDER TIC SYPLRVISION O', TM OTY D(O1NNUR MD�. S .. REPRESENTATIVE. . • • • 11. CONTRACTOR TO PROVIDE PLUGS AND /OR T171PORMY BLOW -OFF ASIMOUES FOR MGR TIM IN TESTING MD PURITY AOCEPfNICE P TO FiNML • • SECTION NOT TO SCALE " • •• ., . r`.: Iac. waLN - ,. •••• •'i, 4. : f.• • 1114 .•'-,' 4 t SAWCUT AND MATCH TO EX. GRADE J /Vx4' EXPANSION EXISTING /NEW SIDEWALK CONNECTION • NEW SIDEWALK • } NOT TO SCALE • MagglIECtlint 1. 'STANOARO SPOCFICATIONY FOR MIS PIM AWL BE 1991 STMDARO SPECIFICATIONS FOR ROAD BRIDGE MD MUNICIPAL T R10N AS PUBLISHED BY INC WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBUC WNW ASSOCIATION, EXCEPT AS MOM MD /OR AMENDED er INC CITY OF AROMA Si SPECFICATIONS. 7• 'WING CONSTRUCTION, ALL STORM DRAINAGE WETS SWIU. BE PROTECTED FROM SEDIMENT er INC SCHEME SHOWN ON TANS PLAN ANY SJSSTIIUnfll3__FOR INC SCHEME SHOWN SHALL BE SUBJECT TO APPROVAL BY INC CITY w THE CONTRACTOR SALL ADJUST AND CE � CONTROL As WFAIN As MECA cm XWA 3. CLEARING AND ORAONO UMW FOR THIS PROJECT SHALL 8E CONCOII wITN THE WAS SHOWN ON THIS PUN. 4. IF STOCKPILED TOPSOIL NO F1U. MATERIAL EXCAVATED FROM THE SCE 1S DETERMINED 10 REMIN MORE TNAiI 24 INC CONTRACTOR SHW. COVER ALL STOCKPILE MFRS AND DISTURBED AREAS�IOUS WUM CLEAR PLASTIC COVFRIN0 BY ME 04 •• . OF EACH woax DAY DURING INC PERIOD Of OCTOBER 1 THROUGH MARCH 31. N • • AM MON, ALL OTHER 051158ED ARFA9 INCLUDING PROPOSED STRUT RXiNIS -W -WAY • ON THE aft SHALL 8E COVERED WM C(tm PLASTIC COVERING BY THEE END OF EACH • VOX DAY DURING INC SEASONAL PROD DESOTEMO PREVIOUSLY. AC ODA MASTIC 1. ALL WORK AND WTWRLALS SHALL BE N ACOORCNNCE NMI INC 'stftflDA ' = SalanCAnoNS FOR RWD DRIOGL AND NUMCIPAL OONStRUCBON woatim ON • STATE OWMTMDa or TRINSPCRrR AnON AND warm PUBUC WORKS ASSOCIATION. WASHINGTON STATE 1086 EDITION. TOGETHER WITH THE IATMST OITION 0I THE COY OF 1U1010A ONOUIEERD40 STANDARDS. . , . • • 2. W P COPY or nest FURS MUST OE ON 8*E TYH?IIVEL OONSIR0000N 15 3. 1r SHALL BE THE ME OF THE CONTRACTOR TO OBMN SMUT USE MO ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY N CITY RIGHT-07-WAY. 4. PRIOR TO NW OONSIRU011ON ACtMtY THE CRY Of TUKWILA ENGINEERING DEPARTMENT ( 433 - 1850)) MUST BE CONTACTED FOR A PRECONSIRUCTION UW1N& & AL LOCATIONS OF COSTING MRERES SHOWN HEREON HAW BEEN ESTABUSHD BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS MD SHOULD THEREFORE BE CONSIDERED APPROXIMATE 0103' AND NOT NECFSSAMS COMPLETE. IT 15 INC SOLE RESPONSl8IUlY OF INC CONTRACTOR TO WDEPENOEML.Y VERIFY INC SX URACY OF ALL talUTY LOCATIONS SHOWN, AND TO FURTHER DOOM AND AVOID NK OTHER UnunMS NOT SHOWN HERSEO�NLLWHCH MAY AFFECTED 8r INC IMPLEMENTATION OF NIS PIM. THE SERVICE 0-800-424-35333 C01 PRIOR CONSTRUCTION. 1111E OWNER WNER1iDOR IMMON THE SHAT at u01at iaY CONTACTED IF A UnuTY cGuucT COSTS. 8. INC TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE CON STRUMS PRIOR TO AAlt? ORADNO OR STVE UND OEANWO IN ACCORDANCE WIT TIE APPROVED 1tMHPORARr L'ROSMW MENTATION OONtROL PtAIH4. THESE ►AaUTIES Must BE SATISFACTORILY MN AXED UNTL 00114iRUCTIOFI AND • COMM SMALL; et INSTALLS) AND WINTiWIFD lIOImY N PLACE BY USING SAND •• • ; . ' BAN OR TIES ON ROPES NW DIE MUOMUM 10 -FOOT ORD SPACNG N ALL , OIRECIIONS. ALL SEAMS SHALL BE TAPED OR WONTED DOWN FULL IDIOM MD THAR r • • MALL 0L AT LEAST A 12 -RCN OVEiIAP OP ALL SUMS. ALL Wangs stunt BE • • INC NORWAY ACTMU S DURING INC ' ' PERIOD OF OCTOBER 1 UPON MARCH 31, N PERIOD Of OCTOBER 1 TO MARCH 31, AND OR ROM UNTIL VEGETATION IS FIRMLY : : asroauS D AS DETERMINID ETT2 THE CITY TUKWEA,,? •':;•..:., • • • 1? Bt00W111D TOPSOIL NOLOR FILL M*1ULIL EXCHMED FROM INC tort MB • -. • Ka mm= TO MANY UAN 0 MONTHS• ALL SIOPtS AND SURFACES OF TAIL B. '. ALL FIRE HYDRANT PORTS SHALL FACE PERPO4CCIAAR TO CURB AND TOWARD ' . FILL BALL 8E SEEDED MD MIMED N ACCORDANCE MOTH CHAPTER 5 OF INC . °RKCWY AS SHOWN ON THE PLANS, , 13. DOMESTIC WATER SEIPACES; . .'• • b. ALL DOMESTIC WAWel SERVICE UNES To ea TYPE 'K COPilp, STTANDARD • wLV STEEL PPP:, OR PC PIPE. SEANCE CO NECROfIS SHALL BE N WAN CITY OF 1UKWDA STANDARD PIM N0. 202 OR NO 203 . • • . (OOUBI! taws MD CORPORATOR STOPS). • • . IMDSCPNO IS COMPLETED APO THE POTEIML FOR 011-517! EROSION NO PASSS. 7. ALL EARTHWORK UNDER PRIM TO BE USED GY YOCCRUR TRAFFIC SHALL BE COMPACim T O MMUM 05X DR OTIUM DENSITY PER *ATM. 0- 1557 -70 MOWED • ; . 8. MUSS OMfRWISE NOTED. AL UNARMS SHOWN N PAVED AREAS ON INC PLANS ,•.• ME TOP OF PAVNG. . • •. B... MD!R BOOS lO ei NSTM.LW BY TAIL COMPACTOR. C. Wad TO BE NSTALLW BY THE Off OF 11 KWILA • 14. BIRDINOS SMIDNOT BE PERMITTED WITHIN 10 FEET OF INC SPRING UNE Of AM WATER M IK 1 UFK-GF 1L #4114 It ALL nrDN03 SOUL Bt CAST IRON OR DUCi1L&- __VAIN FUNDED OR MEOIIAN AL JOINT CONECTION, AND BE Mt SAME INIC NEss cut5s AS INC PIPE USED. 17. UVIT TAPS TO DE COORDINATED WITH CRY AT LDS 46 HOURS PRIOR TO CONSTRUC • 1& ALL PIPE FTrnNGS TO i! USTED MID IABELO U.S. ?0R FIRE SERMCD INSTALLED, TESTED AND RUSHED AS SPECIFIED BY NEPA STANDARDS N0. 13 AND N0. 24. PROPERLY COMPUTED CONTRACTOR'S MATERIAL MD TEST CERTIFICATES ARE TO BE PROVIDE TO WASHINGTON SURVEYING AND RAIINO BUREAU MO TM CITY OF fl& • • ST /HOMO SPwRatii0N9 EXCEPT AS MODIFIED HERON. INC CONTRACTOR OWL SEED =CAL ALL DISTURBED ARIAS DKXUCNO BITE 143T UNITED TO DIE WERE r STook RE QfT iozi mum MD /SSW= slot SLOPES ARM COEPILMON OF .. • FiNAL GRADING. MUCH= MUERNL SiLL CONSIST T 0? NAY oR srRAW SPREAD At' '' • • A 2-INCH DEPTH Or w00D FIBER CBWL05L SPREAD AT 25 TO 35 POUNDS PER • 1,ppp SQUARE FW. MUM MATEAL SOW. Bt PLACED IMMEWLAUELY MIEL • • ' StCOp$ PROCESS. SHOUIO WO1N0 AND MULaO1NG PROCESS BE TUFOOtm DURING. TIE HMO of APRIL 1 TO SlP10i80i� PLASTIC COMM MAY NOT BE REMGWRED DEPOO1NG UPON WMIH MILL SEEDING AND MULONNO • MOANED ARM WOOER 1, 1ND4 CLLR PIA= Came Si u. at OISMUED • INC ammo I 01M� INC DESCRIBED ) R AMO YIB GRANTED 0? INC city TuKWUA • • RESPONSIBLE MONITORING � 3111 10 EROSION CONiRO. MIMEEASURES AM MEWL* ITS WEATHER MD SIR CONORIOIS CHANG& & CLEAT Wad ANAL SHALL PERPDIDICUUR TO MALL SLOPES Too CONTOURED). 7. LOCATE NiiRCLPOR SWAM OR DIES DWINSLO W OF THE BUILDING FDUNDAiION AS NEEDED SUCH THAT RUNOFF MALL 0t COWED MD REAMED ON SAL 8., ALL CUT MATERIAL SEWN BE PLACED UPSLOPn Of onwcwTOR AXES OR SWAUS SOON THAT RUMOR FROM MM RAE Mutt RQMIN ON 8RE. mamas LED CUr MATERIAL SWILL et COVERED N AOOORDANCE WfIN REOUIRDIFNIS °ESORIBt N NOR NO. 4 A90VE. 9. PUBU sews sews Mitt !DULL BE CHECKED AND/OR OEMW A MINDEUM OF ONCE MAW 24 HOURIk OR AS OuaUID BY INC Cm OF TUKWSA CONTRACTOR SHALL CLEAN UP ANY sot OR SWIMDITS FOUND. • . 1 .. . • •,. :' t!.; rYJ. t. t�ra '+'1 /��1'i'i�w•�/jJ�p%1��,: •.�; ■ - PROS 1114 Ill AMINO "TIP OIRMATO4 fry Wv,)r NOTES Y�'aa a-p RIM woa n D�cn a to as 080 *04 VMS STIR muk m*t T 46Cta Ant flWND pee., 10 a On PPM was taw nallav'A 1004 4. :41144m42Le1I& L (9 "AtMt) Oq wnN MS IpaM PI lettia- 0 PRIMP IT, 02,11101W0 10 CO NON WINT IN lit flK6 AooTp4 , %hY 0410111101 Omnue eN40. Ot CM 4+TIV?& m" QM 1AN lab 10 K etia aw(twg fl. Iwmto Nncttm L4aflitwa cOMPVilb. rinDIt na• Aram ,tip( WNW I .::RD S41K04' IOW sMN : Doha• awn (Q R Mart HMSO. tree planting 1 (-II"' Plas 1--•--ossn_ )tp•LaCAp. ENTR-r boos `ft FILL -11J :HALL tif • shr(th planting N 1 -AP I re Kb 6 -SP7- 2.0- 0.13 t 7 0 c j a ATRIUM RAop Orasm. G �-- ♦:XISTING CHG• MttOICAL. 4 G PARKIN ACM S ^ Mueller Lam Landscape AnYeloeat 2321 A4adow Lane Norm CM6ayo. ICInoN 60064.9998 708.785.6888 4I RMocAATED s F1 r ► r� �n PNoft. earn �dOrs44 1 rer lis t _ RAMP IMMilantilk al.frallras PLANT SYMBOL QTY P L A N T : : i L I S T .::: SIZE COMMON NAME BOTANICAL NAME AF 4 EF ,ee AVA .- f A. USE • ie N� e.XIST. cuss To REMAIN AS GHOWIJ• 20- z - dreg- ExISTING LADE. `stn srALts\ ro Re.NIaIN. as- lib r• -14 a. -tint ( AA 2. - SP i -TP2_ (o TPL TRANSPLANTING: Hand dig plants to ball size in accordance to "Amer. Assoc. of Nurserymen, Inc." standards. After section around ueach gplant rtoebes moved. eShow yfindings �ofrsoil culture /4 root fiber and general moveability to Job Superintendent. Complete trenching, balling and burlaping only after approval from the job superintendent. TRANSPLANT SUBSTITUTIONS: Use the alternate plants, as specified on the plant list, for the Owner's plants which the Job Superintendent deem unmovable. • nen It -el HS CITY OF TUKWIEA P.FPROVED tIAR 10 1995 AS NOTED BUILDING DIVISION I.Soy 514 OF- t.464400,4444. 04as1 /1, _ • 1 t IG PC SB1, SB2 TOS TP1 (alt) TP2 (alt) TP3 (alt) TP3 (alt) TP5 (alt) 5 13 6 9 e 4 1 2 2 3" . 5 Gal . 5 Gal 2' 4' 2' 2.5' 5' 5' 2.5' S' 10'C1 2.5' Autum Blaze Maple Acer X Freemaani Autumn Blaze Purple Wintercreeper Euonymus Fortunei Coloratus Stella De Oro Daylily Hemerocallis Stella De Oro Nordic Holly Ilex Glabra "Chamzin" Peking Cotoneaster Cotoneaster Acutifolia Goldflame Spirea Spirea Bumalda Goldflame Goldflame Spirea Spirea Bumalda Goldflame Emerald Green Arborvitae Thuja Occidentalis Smargard Transpalant Owner's Arborvitae Mission Arborvitae Thuja Occidentalis Techny Transplant Owner's Arborvitae Goldflame Spirea Spirea Bumalda Goldflame Transpalnt Owner's Spruce Austrian Pine Pinus Nigra Transplant Owner's Birch Clump River Birch Betula Nigra Transplant Owner's Rhodendron Goldflame Spirea Spirea Bumalda Goldflame Neighborhood Grg1 & Bar 17790 S. CENTER PARKWAY TUt•CWILA. WA JOB #: 94220 Trio •Ccun.ent ond all pan•. •p•c•ntoleai..he other MoiraIon conton•a MSS. Ore M Ndlwse genet, e, *Pttitt s StieleATIO,yt. a1C TAW •ocu w.ns are d0—.l nH eta /rotes by ,pu in Iryet One on Ihe ••..*teed tenets. Iho1 Mena• Ir•n. IOCWnaa. Of the lotacreeboa coete.n•a there." em be copy. reuse/. et dissect "• 10 ot. eece t c •lpnpy cc'olo NttL NOT *OP CONSTRICtIQN/ CRTs or Wpttsttb OctMWaTtoNAL INC too •epoeut.ble ceps (Hem) Melt be G •neat. Without the etpre, ...Ilia COnnAI 0I APPtSOWS effeCiNATIONAL, nIC Th• SPe, repetentea by teen datualin% Ind Sena el the *.club.* goon s% any. ono cent* to M APRtBCC s INttRwttoNAt. 'OK eat moo not a u•ed Of pope! Mho.* OW/ •.p••ee Witten ConUal M APPLXBtt'S OnteNer•ONAL SIC Tee. eoc•"eM• one 0:1 COO., .Al be Winn 10 APPt(•tt s MT[RNATONAt. INC upon de ••aunt APP.(b(( 5 MttaNAt1o6t4. INC Aria Group Architects Inc. t 100 West Coke St. Suite 140 �a t 4'J Ook Pork, Illinois 60501 [�v;1, 7_ 708.4454400 ...11 for 708.445 7788 L1• raw -5iM L.°. SONS vim.. vr. NO • 1. i enveb Ina.. • 1 Notn'• A r+•t Pa vie km 1t- (:'4 -4 •..• r.lr AA.l.. SPP -A`t' 14CP. :4434' en- E. tr." sir- t!P - ®- WAIN* c e C :• nr-sk .T- --� An " b•..F• SlOg.• t1$ kt. _.m_ ESP fit \3/4f:' G.okr ig_$R i Rak: 0c -e _ 1t•k b Pttl 1 r it v • • . • tir 0,44- •\(2- . ..F� 044 ;An. � •• 1" 1.r MAIN .rA:•t • l.•INd- 1 N • r" G•OT•f.•- 'loci's; • P.‘.• Cs. l.A.•r+ac.? .".,LB ....rE- e!..0 s Ea . •. arc M : ve r. vP -4 L. ta•tra L.tt.! -DrS• r. eV( RAlNgsutO vftaut.LSSCr" 2 Vi' 1Y.►: ► L.D Fvc-. l 5>_e e.vos 1 h bc, -oy35 • WAIL !mu4iva 01 WILDING TO CARTER SOL le) GANUAL VALVES vnM Ol1IMI MINN BnwERN VALVE AND MEMO= /OR OAST DISCONNECT 01 ASSIDEILT REDUCED PRISM= BENBIIVE DACEAOv PREVENTION ASSMISLY. BRONZE BODY. - VALVE 802 PWU WCEDMG EATCR COVER, AU. Dor s MNnAU. ON A 4• WAEB=D GRAVEL BASE. MANUAL VALVE - GAIN 9OLONORi BRUToW VALVE. PA VAC D1APITRAG VALVE unnnnnullninnnunnultllnotllttuunu MANUAL VALVE We m) tine MID TRREADED TOR A GARDEN Ron. e WATER HOOK —UP DETAI Lr wan li"�-wr GENERAL NOTES* TRIO DETAIL OONTAD1S MnnwvAL RWUQtm[1Q17D. MCI LOCAL AGENCY FOR ADDITIONAL RiOutl9 AND ACCEPTANCE. 117. VALVES VI TIM DETAIL ARE To DE BRONZE BODIED. PIPE TO DR COPPER COM'RIUOUR PROM wrier MEMOS auRnACE GRADE I ltlIIIIIIl!lIIIllI r i y TO IRRIGATION warn LD. Or PW? AND VALVES TO BE TRR SAME SDZt OR GREATER THAN As RPRCD'=ED ON THE PLAN TOR T®! rmur.AT1oN BYBTEM'a MAIN UNR To TILE ZONE TALVl9. 1'1 1.r'. MP.tN , a. frR "Nu W . 1 � • • - 1" 1. D MAIN vi.C& 64,10. #[tame in_ ripe. S.t•0.46 1. AMrft -APES PLAN r 3/3/4" MiM. .c. 2ekr. .Ltd r• w • ,1• •r 11ie . 1 . ah Current Public ' tc et to errors 1 violations of 1' • to responsibility oes>q ..ests totally with .:tps, deletions or revisions to afte•tjtis date will void IhIo E : wiU regbice a resubmfttal of vi ';,s for subsequent approval. I P•-er , ' • is subject to field iiitlpeothilla .s utilities Inspector. ,: 47.11.1•■ 1• 0 N 0 T E S These plans have been reviewed by the Publ , ,® Works Department for conformance with currer City standards. Acceptance is subject to error and Jill .dons which do not authorize vlolatlons 1 ador r standards or ordinances. The responsibll y for ti iequacy of the design rests totally w1►1 the des' tner. Additions, deletions or revisions thes. Swings after this date will void th 3 acceptance and will require a resubmittal.c . reviser' Jrawings for subsequent approval. Final acceptance Is J$ to field inspection* the Public Works Inspector. ;Date: 355V i ';• i 'i J RECEIVED FEB 1 5 1995 TUKWILA PUBLIC WORKS #.% . Mueller Landscppa Co. _ ••y,: ain Athirst-es : 12I Meadow tins bane Gettig*. tend. 600$•.9999 700 783 68$8 - 12" POP -UP SPRAY BEAD ASSEMBLY HEAD !WIGHT TO EQUAL HEIGHT OP fNSTAt1.ED SiTRUB. - ' 1/::' I.D. PLASTIC OR COPPER - -- I/ 2• O.D. COPPFB OR GALV. STEEL - POI '1 PIPE AATFR SUPPLY s -- STAIN I•ESS STEEL STRAPS P1.Asrir• TEE ye THREADED & PARREP SHRUB SPRAY IIEAID DETAIL 1) LSE AstAi b ICAN u t• - rsrrc�erJt�oranmr.M!V+ Il !iYs't • Neighborhood Grill & Bar -t10 S. CENTER PARKWAY ' ' ✓.W'LA, WA J' a 40: 94220 • , •• ••• •• .• O. ••••• •P.t.4•1 ••-• .4-• • y, tr ! •01 •••• •• .". ••••••• 1• n•••• 0' ••••.,r• M••Lw1•."AL 1•: f•••,• ••1.0•••••• • • • w• • • w •r••t •• ,tot r tom. •• 1r ••• •p• • .J. .•••• . -•N •Ks•••••1. M 1•• se* oche. • '1' •.• •• •••ye• .,.. .c•.. o. •• •••H •�•• • •••011 • •• •11'•y. •CI••rt(•110. - b • • • • t.1.•• P•0I••r or °P.tD!t S PflI'".hdyL ..C• w. .b •. 1 • •1 11106111 •. 1• ,. •.01•11••1•• ••Mo' •• • •• •11 • 11 •. -••1 •1 •OI if !It( setD•.11OkAl s: • r•• •. ••• •• 1 , 1H.• •••••••••• ewe P •-• 4 ma • • •n • • 1, •• . • 1 • •••••11.• •• 4'P,rP1l •. •(•... • •4 004 Y. we' M •.N 1.• {11•• •1• ..1 • 1. •. • ••e •••• • n• ••tfStt • 04114•1• ••1 • n• • •l • • • • • • Ht • • se •.L• •••0 1 • •'• • w •• •. Yr ••• 15 •• 1 .•81 •.i '. ••.l • 1.• •C 1` 1 Ari't L►'(i'1 /) Architects Inc. .a ((mot l 7;') Nett toile St Su''e 140 lab Parr• l',•no•s 6030? h' 9 445 8400 !c. 1c 9 415 MD R rr.rt k . • dr)r 1 , • nwrFIVE9 .tv..(wato t iv.1 is: in �I •.•1_.4T 6.9 (11.5 119 1/7 2'-0 1/7 8,-r 3' -4" L 8' -0" L 3' -4" L 8' -O" 8' -8" 4' -10 5/8. 1/7( .70' RAISED DINING "8" STORAGE SHED 13, -7 1/8' 6' -I1 1/4' 17' -3 7/8" 1-T 13' -4 1/2" •i10 04124.20') COOKING 10' -0" 9' -10 1/8" i N 18' -9 1/2" O.TO O.OF CURB RAISED DINING A" BAR DINING SERVICE 7' -9 1/8" . 0 KITCHEN r •-5/8" GYP.BD. ON 1 1/2" FURRING CHANNELS ON EXISTING MASONRY 4' -8 1/4" CITY OF \ APPR 11'R 2 AS N COOLER FREEZER AREA UKWILA VED 1995 NOTES • 3. 1141 S uurs10DiiTpi&' T 4. •:11 TO 5114.3A ip._ 4 0. PNIM oath FTO ST RDTOwt NI. $D-9 7. Ct*flR • TAaL RUw ' a1 a CHANGING �uD TO @fA11RD ORT IA L saw STAINED WJl79GI o INSTALLED BY OTHERS 11. HOSTESS STATION, REFER TAO 0(1.50 -29 as 12 00 ►aWIO$OUOf � PANDA sUi 50-38 13. PAPER TOWEL DISPENSER 14. MOP PANEL t EMI 15. SOAP OISPPM - WALT. MOONED) AT WALL MOWED 18. DRAB BARS, REFER TO TOUT ACCESSORY 5011231.1UL PROMO( BLOCIONO OR MOOR FOR SECURE INSTALLATION. 17. PERSONNEL *MK - PRODDED HY OWNER 18. MENU HOLDER BY OWNER. OA. TO MULL It r STUD WALL 20. SKEW ABOVE. REFER TO STANDARD DEL 50-28 21. OROPPraOjA._n neVAIION 17 SHEET A4 2223. 110P SINK ABOK 24. BRASS AND WOOD Ran RIFER TO DR 5D-40 28. OFFICE comma AND WPM OHNET6 RUM TO STAMM DETAIL 28. TURNIPS CIRCLE FOR MIDELOMIRS yyeAe �IT YIKNOTER �7 28: OISIINA4110 WAITRON. REFER W OLT. 144 29. END OF TILED FOOTRNL 30. UNE OF BAR TOP FOIL 31. WARMS STATKM A'. REFER TO STANDARD DETAIL SaAT ANNtREFER TO STANDARD 32. WAITRESS STATION DETAIL 50-31 AND SO-34A 33. SPECIAL WALL AT COORUNE REFER 10 STANOARD CET S13-33 34. WAU( -M FURNISN[D AND INSTALLED BY K MIN EOUPMFM CONTRACTOR. APPLY OINRRY TILE NO BASE TO INSIOE Of COOLER not REFER TO STANDARD DETAIL 5D -35.1 35 0W P SD-0.3 NO RAID, REFER TO STANDARD 30. 110T USED 37. NOT USED 38. FOR STANDARD SOFFIT omit REFER 50-27 39. FOR STANDARD CORNER OETA0. REFER SD-46 40. FOR STANDARD .RIB DETAIL 50-58 41. STAINLESS STEEL CORNER OWRD TO IS' Alt UNLESS OTHERWISE NOTED. RU ER TO SIMOARD DETAIL SD-38. 42. SEE STANDARD TRIM DETAIL 5x47 43. UOUOR STORAGE SHELMNO. REFER 10 STROUD DMA. SO-32 44. NOT USED 45. CLOTHES ROD FOR COATS 46. NOT USED 47. NOT USED 48. NOT USED 49. a SAID WALL. SEAL TOP OF WALL TO UNDERSIDE OF DECK 50. HEADER. SEE STANDARD DETAIL SD-55 5,. NOT USED 52. DISPLAY BOX BY OWNER. 0.C. 10 INSTALL. VT USED 044. 0 T SOUND AtV IUAUCN BLANDLY obUA110N FULL HEIQHT WHERE SHOWN ON PLANS. 65. DIAMOND - SEE ELEV 4/A4, 51/508 56. TUMORS - TOP MOUNRD AT 1.64' NAIL 57. ROM BY OWNER. 50. CAROUSEL HORSE 59. BRICK • 0O111 SHOES OF a cuu men SHOWN 60. DOUBLE UP STRUCTURAL METAL STUDS • DID OF WALL 10 CARRY BEAM ABOML 61. 7' LONG TREATED 2x0 MOUNTED AT 5' -8 ABOVE PNIEMDIT WTM 5 HOOKS FOR WT WASWNO. 62. TOILET PAPER DISPENSER 63. a HIGH s 4" WEE OONCRLTE CURB. 64. GRAM TO SANITARY. F�p1RR 65. :WO trOC:RFt vAfir" CONISULT TILL 67. BRIO( AT JAMBS LNG DIVISI 4' -2 1/2" MECHANICAL 10' -9 1/4' 3' -11 3/4' 7/8. 4' -5 1/8" 1/4 GREENHOUSE DIN NG M.O. t4 I7ER NEATER. 6ML SE 4NWC f0W r01/E " ' 7O 'lD f I``Ni rit NSae <` 30' -7 1/2' FLOOR PLAN 1/4 " =1' -0" premasaluia 20' -5' 0 TI - 4" 5' -31/2' 3' -0' .5' -IO' A5 1'-!!' 7' -4" L -MO 66' -10 1/2" PARTITION KEY: FINISH TYPE. FIRST LETTER EQUALS NEAR SIDE OF WALL - SECOND LETTER EQUALS FAR SIDE OF WALL. EXTERIOR WALL: 6" 18 GA. METAL STUDS (4" BELOW WINDOWS 0 4" FACE BRICK LOW WA L WI Pi 000 AND BRASS RAILING WOOD OR METAL STUD WALL TO 4" ABOVE CEIUNG. 2X4 STUDS UNLESS OTHERWISE NOTED. REFER TO SHEET A9 FOR WALLS ON CONCRETE CURBS. 3/4' MOO PAINTED PLYWOOD ON 6" METAL STUDS • sqq-0455 FINISH TYPES: A - 1/2" BEAD BOARD ON 1/2" PLYWOOD 8 - 1/2" BEAD BOARD LOW AND 1/2" GYPBD HIGH (BOTH ON 1/2" PLYWOOD) C - "FRP" BOARD ON 5/8" MOISTURE RESISTANT GYP.BD. O - CERAMIC TILE ON 5/8" MOISTURE RESISTANT GYP.BD. E - 1/2" GYPBD F - QUARRY TILE ON 1/2" CEMENTITIOUS BACKER BOARD, W/ "FRP" BOARD ON 1/2" PLYWOOD ABOVE TILE. G - 5/8" FIRECODE GYPBD ON 2X6 STUDS TO ROOF DECK. INSTALL BATT INSULATION FROM FLOOR TO 9' ABOVE FLOOR. H - 1/2" BEAD BOARD - PROVIDE HORIZONTAL BLOCKING P4 STUDWALL J - 8" STRUCTURAL METAL STUDS W/ 5/8" MOISTURE RESISTANT GYP.BD. NOTE: USE NO WOOD IN THIS WALL. K - 2x4 W000 STUDS 0 16" 0.C. W/ 5/8" T1 -11 STAINED PLYWOOD 0 EXTERIOR. L - We T1 -11 PLYWOOD, ON 7/8" METAL FURRING CHANNELS. • STUD WAL TO UNDERSIDE OF ROOF STRUCTURE WHERE SHOWN. NOTE: REFER TO SHEET S -2 FOR LOCATION OF ALL STEEL STUD SHEAR WALLS. INSTALL WALL FINISHES ON 1/2" STRUCTURAL PLYWOOD PER SHEAR WALL SCHEDULE. SHEET S -4. INSTALL PLYWOOD ON EXTERIOR FACE OF WALL AT EXTERIOR SW -1. -•- INDICATES EXISTING COLUMN UNE (MAY INCLUDE NEW COLUMNS) GENERAL NOTES: 1. INTERIOR DIMENSIONS ARE TO THE CENTERLINE OF STUDS 9 INTERIOR WALLS & FACE OF STUDS 0 EXTERIOR WALLS DIMENSIONS TO THE ENDS OF WALLS ARE TO THE FACE OF STUD. EXTERIOR DIMENSIONS ARE TO THE FACE OF BRICK. 2. FOR INFORMATION ON DOORS AND WINDOWS REFER TO SHEET A8. 3. INSTALL NANIK WOOD BUNDS IN ALL WINDOW OPENINGS ON WEST ELEVATION. BUNDS TO BE FURNISHED BY OWNER AND INSTALLED BY C.C. FINISH TO BE SELECTED BY OWNER. CONTACT USA 0 LYNN WHITE CO. PHONE: (913)492 -4100 4. 0.C. TO PROVIDE AND INSTALL 2x WOOD BLOCKING REQUIRED FOR KITCHEN EQUIPMENT. COORDINATE LOCATIONS WITH KITCHEN EQUIPMENT DRAWINGS AND KITCHEN EQUIPMENT CONTRACTOR. 5. CUT & CAP OFF EXIST. ABANDONED GAS & SERVICE ONES UNDER FL 6. SEE STRUCTURAL SHEETS FOR WORK TO BE PERFORMED AT EXISTING FOUNDATION & SLAB. 7. ALL STORAGE RACKS TO BE BELOW 8' -O' A.F.F. MAR 0 3 1995 8. SEE FOUNDATION PUN S2 FOR ADDITIONAL WALL STUD REQUIREMENTS. sdij Neighborhood Gril & Bar 17790 SOUTH CENTER PARKWAY TUKWILA, WA JOB #: 94220 M/ demist e.d ee 0-e•. MdRecoThansord (M.e i.le,..e.en miss. P8 . s. est Motb* miry antes n sansonow •IC. TM drab e, mimed ••d - _-:_:.d M Ye. Is biM erne IS 0w cenmmn oral s ur.. doctorate a De w�.v bon M0 conewuyMre, = w a crow. ntpoa.e.e. a .diEgA �Set ey-Syst Mad_ u» .ee SE sCSIV. MC. s#ttews"o n naafi wc.."pe.aits pasl.a © OM KOIInEEY lNItMt*tIXOL .IC. Aria Group Architects Inc. P FOG West Loke St Suite 140 I..!..J Oak Pont Mots 60.101 L`tIa ',t' 708.445.8400 70844.5 1780 BID DATE: REVISIONS PERMIT 03 /02/95 Al DECEMBER 15, 1994 13' -4" 10' -8" 10' -8" INUMMIN IE IIt1IIM/IN�1110f1 INl .11. / / //N /TINT( / /1,II.INII. /..III WII .TIN WI..WII.�1_1�1�� ®q ji/ Is �ts I IIAl11N1111NNiNINM1 NNMNN►4NJINININIINNIMNNN INWNWNIW11H1 /11IMNW / \ /I,I 1i 111WNMNINIYNNNIIN NwIltw /MIIIINIIIIIII\I\,IIII11I. 111"• NINA INI /1WINIIIH.n.nn.NII\I..NII/N INI"INNIIIIIHNNNI1111NIIl •IMYMI/1111.NINI /Im...n.I /NIT /IN IN"\IIIIWIMNINIMNWN IIW NIIIINMNNININNNMNIINII IIpN1N1 IM�NNIN�NI �N1 APPLEBEE'S 111!11_11i11■S -s IHIiI!III.I!!I�IIIIi!� I■Iii11�. •/i ■1 -1■1■ ai ■In = 1� ■1 lull ■1�11�1�1 ■1■11 ■1�1���11 ■1 \. �����������s •�I�r.._c�c�ac= ac:,�a�� .�c=c ::ac�aC�l•�� =�c�c= _::a�a��� IIM.•••••••• NNNNW-M MMWIIIINW- MI,NNM,MMNI II NIIINKIINN IININ N MIYIMWIIIIIMM WMMNMN. M.MMNNI-n__. MM -MNI-Is INNNMINNNIM imtumSE, ENISTINO CHEC MEDICAL CENTER NOTES 2. .muItm count Mu eORBQ LtGN�ROYYLOCK CCLOOUKUiNRpT S ESTOat FACE OMIT /Z . J. 4. AWNING 1410 PER 5D -53 4 LIV4S 2113CAL 5. FRAMING. OARK DRON=E RNISH ON ALUMINUM. CLEAR INSULATING GLASS. 8. SOLDIER COURSE, CORBELLED 7. IS RROEWLOCK SILL LTB T ENpF�ApC RI K SHEET E -5 P FINISH) KVA 8. GALVANIZED s DOWNSPOUT (PAINT FINISH) SECURE DOWNSPOUT TO WALL WITH A MINIMUM OF 3 BRACKETS. SCUPPER OPENING • PARAPET TO BE Cr. 9. FACE BRICK 1. 10. WRIT FIXTU SEE ELEC. 11. DRESSED WOOD TRIM, DARK STAIN 12. SEE SHEET A -1 FOR TRASH ENCLOSURE 13. DOOR AND FRIMI& PAINT FINISH. 14. GALVANIZED SHEET METAL COUNTER - FLASHING, PAINT. 15. LEADER HEAD AND OPENINGS THROUGH PARAPET WALL TO STANDARD DETAIL 50 -38.1 18. UNE Of ROOF DECK SH• DASHED.A i1: 1111I U /Qi ' •r•111111 NE M•11111•WMI11111.1111■ EAST ELEVATION 20. MASONRY WALL CONTROL ANT FACE BRICK 21. ETCHED CLASS PER SPECIFICATION 22. 8' LONG TREATED 2X0 MOUNTED AT 5' -B' ABOVE PAVEMENT WITH 5 HOOKS FOR 23. IT BRRAASSSWADDREESS NUMBERS / SPEC MOUNT_ Cis. 5' -8' AFT 24. (MAIM HOURS SIGN, PROVIDED BY OWNER INSTAUED BY CONTRACTOR 25. NOT us�D 28. NOT USED 27. SEE STANDARD DETAILS 45 & 48 • „ ,.3. 29. «' N t • • TO REMAIN - PATCH AND REPAIR AS REQUIRED. 30. TOP OF SHED - SEE SD-54 31. 3/4' EXTERIOR PLYWOOD w/ 8' MTL STUDS AND R -19 1,TT INSU EXISTING CHEC " APPLEBEE'S MEDICAL CENTER ' f 10' -8" 10' 8" 30' -7 1/r ILLUMINATED WALL SIGNS - TYP. FOR SIGN SIZES & �� f- f LOCATION EASTnELEVAT10N TO _ - E 9' -10 -1d 9' -10" 9' -10" 20 �101L-■■-m.•47 .N - M W-- M- .- N --NIMI In RI in A El i _ M _ la ...'� '� i r MIN MO Ea NI- --MIN. WN NMMM-M M•••M- -N NNMN' 11.'�N MNN INN( (TYPICAL) ILLUMINATED WALL SIGNS .... 1. .... .1.. .... CPT 2709 US I18" 11" 71, L TREAT EDGE WITH BINDING MATERIAL (RUST COLOR #CP -2709) COLORS ARE "COASTLINE PLUS" C O L O R K E Y .NINNI,...... Mine .NNNNMMN way 4 T� LfLt .� IW ZgUPY n t � :"1Lr.(fet JO /,. -M ..Inn MIM• MN. • AWa .war . 11_. I -.._ -n • WEST ELEVATION 1/4 " =1' -0" F EXISTING BUILDING BEYOND EXISTING CHEC APPLEBEE'S 10' -Ef RIVERBOAT TRITON GREEN OLYMPLC 709 WAN c;- IT Z. MEDICAL CENTER ILLUMINATED WALL SIGNS - TYP. LL / /1 /1 // - 1F---- 1 11 1 1 11 1 1 11 1 1 11 1 // / 11 11 11 11 11 II I` JI t - - JI - - -- J - SOUTH ELEVATION 1 /4" =1' -0" / /, /4 /1 ILLUMINATED WALL SIGNS ILLUMINATED WALL SIGNS -TYP. NOTE: FOR ALL SIGNAGE, REFER TO DETAILS AND SIZES ON S_ YPICA ) DRAWINGS CITY OF (CAL) APPROVED MMNNM NMIM- NMNIN. -INMM IM- NI--- NMMNIIMIINN- f,NN/N- -- NNM-NMNN -NIa-N ..I :.:.I MAR 2 0 199 AS NOTED BUILDING DIV 3ION 1 -a al AilI s ■ Zr. �r∎111/ i.=c�Ci _C npC •S !_ .Zeia_aS W11•WR1••11MMw •• 11111 11 itno I, 11 ��� ►. Ina M •-.._ N NNW OM .1-M.MN .,MMI NIMNMN- -MMMNM NI -M ,11111 N-■ W-MN,M 611441111111 N-IN- .INN,MWM - IIII,IIII NNNIN- '1111---, NNN "NI- -"NIN- . NIN& NNNINNNI NNNN INNINN NNNN MINA_•_• MIIN NNN •iuu Marl NNI /-M•M- NNMM,. W.. NIW Mf u NNNINNNN ilinni INNIN ;Maar SL FSR. tGBEENnQIISE, t10L-0r 5.?,Q') .IL rat ,SE E. t10Q' s. (2b20:.. NelgItioftiood QS &Bcr 17790 S. CENTER PARKWAY -r LJFG Vs/ ILA, WA JOB #: 94220 mi Mk" .-O,pM Iw d l e = .. . S n a� uo«w b /PPIBQt MIO edW. Nle- Marm- N - •rNa.w sOx « avit, condition UN " d en " MIOEw+aw 6 me1p CM�M0el awaw. oc. M.w.Ntw aN,,eµat�pU d �-d-� s.. -..,ad .IpM eMMw" d 'Plea•. MtgM1gML. M0. Tom Onlwv rid el Na•M•gasm APPlitaY encenn0NM. "IC. la b tel ARM% MIass1a1M►. oic. @ n11 Aria Croup Architects Inc. ® 1100 Nest Lake St. Suits 140 77088144 Pam Mob e40 60301 ® Fax 708445 1788 rn 13c14 -0435 GENERAL NOTES: VERTICAL GLAZING DEFINED AS PERCENTAGE OF GLASS WALL AREA 15 EQUAL TO 8.95 X. FOR PURPOSES OF CLARIFICATION OF THIS DOCUMENT SET: THE ENTRY LEVEL IS DESIGNATED AS +100' -O". SEE CML ENGINEERING SHEETS. FOR ACTUAL FLOOR LEVELS TO BE BUILT FROM AT SITE. BID DATE: EVISIONS PIEMIR 03/2/95 DECEMBER 15, 1994 A2 azi 0 II 1 m ® 11 \_ NM 11 \' _ 11 .. - GROUP DINING 03 1 ELEVATION 1/4 " =1' -0" 1 RAISED DINING "A" m 0 ©a® WAITING 4 11 1 RAISED DINING "B" 3 ELEVATION 1/4 " =1' -0" ®© BAR DINING el En E]© Ell a 10 El 9 GREENHOUSE DINING m 1 E 8� �3 GROUP DINING 2 ELEVATION 1/4 " =1' -0" 13 1 i ■..1•n••u•u■ ® E] LEVATION 6 ELEVATION 1/4 " =1' -0" GREENHOUSE DINING 6 m 4 30 l 3 WAITING 8 ELEVATION 1/4 " =1' -0" 6 a KITCHEN ENTRY IJ a 10 ELEVATION 1/49=1.-on 11 RAISED DINING "A" RAISED DINING "B" r Bqqeq35 11 ill En BAR DINING 30 11 8 TV 1 6' -5 ROUGH -1N t4 somnnaauunmu••u nnu m•Lrinn•nnn•uu•u ••n■ a BACK BAR WALL 4 ELEVATION 1/4" =1' -0" MIN 11J 11 111111111 © ® 21 GREENHOUSE DINING 7 ELEVATION 1/4 " =1' -0" IIIIIIIIIIIIIIIIIIIIII� 1 1 ELEV A TION 1/4 " =I' 0" 9 ELEVATION 1/4 " =1' -0" a 25 8 13 CITY OF TUKWILA APPROVED MAR 2 0 1995 AS NOFED LiUILDING Ull'IJIG CITY, OF TUKWILA MAR 0 3 t9g5 PERMIT CENTER f f ( El) PI 12 ELEVATION 1/4 " =1' -0" a NOTES 1. A/C REGISTERS. tVERIi'Y LOCAT 8. BEAD BOARD - DARK $STAIN F' SN. REFER TO PROFILE SHEET S 2,1 3. WOOD BASE MOULDING, STAIN FINISH, 4. FINISH W000 PROFILE OSHEET LUMN, CLEAR FINISH 5. WOOD CROWN MOULDINO, CLEAR FINISH, REFER TO STANDARD DOD. SD b. � E TAPE, JOINT SMOOTH 7. LINE OF RAMP 8. BEAD BOARD WAINSCOT, STAIN FINISH SEE STANDARD DETAIL SD -4 9. BEAD BOARD ON KNEEVALL 10. BRASS HANDRAILS. REFER TO STANDARD DETAIL SD -6.2 AN0 50-6.4 11. DECORATIVE COLUMN TO STANDARD DETAIL . S0 -9. V00D TRIM CLEAR FINISH 12. BENCH, REFER TO STANDARD DETAIL 511-7 13. WOOD AND GLASS DOOR (AND SIDELIGHT WHERE SHOWM. STAIN FINISH BOTH SIDES 14. BRASS RAILINGS. REFER TO STANDARD DETAIL SD -40 15. GLASS AND ALUMINUM STOREFRONT FRAMING REFER SHEET AB 16. LOW PARTITION. REFER TO STANDARD DETAIL 50 -10.1 17. WOOD TRIM, CLEAR FINISH 18. SECURITY PANEL BY OTHERS 19. BRASS HANDRAIL AT RAMP REFER TO SD -6.3 20. CEILING HUNG TELEVISION METAL BRACKET 21. LOW PARTITION, REFER TO STANDARD DETAIL 513-6.1 22. STAINED GLASS PANEL PROVIDED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR SHALL VERIFY EXACT SIZE OF OPENING. SEE 511-43 23. NOT USED 24. W000 STEPS TO STANDARD DETAIL 50-6.2 25. QUARRY TILE BASE 26. CORNER GUARD. REFER TO STANDARD DETAIL 50 -38 27. SPEAKER (NOT IN CONTRACT) 28. NOT USED 29. TILE BASE CONTINUES BACK TO INSIDE CORNER. 30. OPEN TO BEYOND 31. WOOD DOOR, CLEAR FINISH 32. BRAILLE PLAQUE PER SPEC, C/L 5' -0• AFF 33. PAY TELEPHONE BY OTHERS 34. 2• DIA. BRASS POLE BY G.C. FOR CAROSEL HORSE BY OTHERS 35. DEVICE/ELEC 36. DISPLAY BOX - INSTALLED BY G.C.0.1i1iyiK c400..y94' 37. WAITRESS STAITION - 38. WAITRESS STAITION 8 - REF. DET. SD -31 Neighborhood Grill & Bar 17790 S. CENTER PARKWAY TUKWILA, WA JOB #: 94220 This dowsed, end on pima. •o«Ineetion e•e amen Inronnman centolne therein. ore the eeclusiw oroWeb at APPUStI S INTERNAMMAL. INC. meee deeahente a s dMMred and eepge by yew M that one on tla condition 1101 neither these documents or the Intern1011on contained Uleetess sill b cdptd. rtpralueed. a duIMnd 'rOR corgi ibr trtra4FCIt> 0d e7Ytnws wtman aa1. mar tb ngne fns sea« ( ) s%e a dimOOgMd elthad Ihe epee mUten come/ AfltiOWS D411SNtCWL. ANC. ,be de siignnpt1otecoUe_AeCerddeeWedAdy� IMM deswnfl sey�� e W wed et the florae mitt,, oeneeM�eoel 4.1WP tiE g INIEWSTCIW. DC. WpPLI ITSS ol7 tMT101W. INC. pc I Maned to .Dorn lb ISM. apptt&n mrauumuL 910. © ,SIN Aria Group Architects Inc. 1100 West Lake St Sulky 140 Ook Pork Illinols 60101 708.441.8400 Fax 708.445 1788 DATE: REV 2t BID ft'R+1IT ISIONS D /'/i5 A3 DECEMBER 15, 1994 4 17 q t -- - -- / / / / / . / 6 / ,/v 15 © 1 14 1/ , 14 III GREENHOUSE DINING 3 9 37 1 1 ELEV A TION 1/4 " =I' 0" 9 ELEVATION 1/4 " =1' -0" a 25 8 13 CITY OF TUKWILA APPROVED MAR 2 0 1995 AS NOFED LiUILDING Ull'IJIG CITY, OF TUKWILA MAR 0 3 t9g5 PERMIT CENTER f f ( El) PI 12 ELEVATION 1/4 " =1' -0" a NOTES 1. A/C REGISTERS. tVERIi'Y LOCAT 8. BEAD BOARD - DARK $STAIN F' SN. REFER TO PROFILE SHEET S 2,1 3. WOOD BASE MOULDING, STAIN FINISH, 4. FINISH W000 PROFILE OSHEET LUMN, CLEAR FINISH 5. WOOD CROWN MOULDINO, CLEAR FINISH, REFER TO STANDARD DOD. SD b. � E TAPE, JOINT SMOOTH 7. LINE OF RAMP 8. BEAD BOARD WAINSCOT, STAIN FINISH SEE STANDARD DETAIL SD -4 9. BEAD BOARD ON KNEEVALL 10. BRASS HANDRAILS. REFER TO STANDARD DETAIL SD -6.2 AN0 50-6.4 11. DECORATIVE COLUMN TO STANDARD DETAIL . S0 -9. V00D TRIM CLEAR FINISH 12. BENCH, REFER TO STANDARD DETAIL 511-7 13. WOOD AND GLASS DOOR (AND SIDELIGHT WHERE SHOWM. STAIN FINISH BOTH SIDES 14. BRASS RAILINGS. REFER TO STANDARD DETAIL SD -40 15. GLASS AND ALUMINUM STOREFRONT FRAMING REFER SHEET AB 16. LOW PARTITION. REFER TO STANDARD DETAIL 50 -10.1 17. WOOD TRIM, CLEAR FINISH 18. SECURITY PANEL BY OTHERS 19. BRASS HANDRAIL AT RAMP REFER TO SD -6.3 20. CEILING HUNG TELEVISION METAL BRACKET 21. LOW PARTITION, REFER TO STANDARD DETAIL 513-6.1 22. STAINED GLASS PANEL PROVIDED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR SHALL VERIFY EXACT SIZE OF OPENING. SEE 511-43 23. NOT USED 24. W000 STEPS TO STANDARD DETAIL 50-6.2 25. QUARRY TILE BASE 26. CORNER GUARD. REFER TO STANDARD DETAIL 50 -38 27. SPEAKER (NOT IN CONTRACT) 28. NOT USED 29. TILE BASE CONTINUES BACK TO INSIDE CORNER. 30. OPEN TO BEYOND 31. WOOD DOOR, CLEAR FINISH 32. BRAILLE PLAQUE PER SPEC, C/L 5' -0• AFF 33. PAY TELEPHONE BY OTHERS 34. 2• DIA. BRASS POLE BY G.C. FOR CAROSEL HORSE BY OTHERS 35. DEVICE/ELEC 36. DISPLAY BOX - INSTALLED BY G.C.0.1i1iyiK c400..y94' 37. WAITRESS STAITION - 38. WAITRESS STAITION 8 - REF. DET. SD -31 Neighborhood Grill & Bar 17790 S. CENTER PARKWAY TUKWILA, WA JOB #: 94220 This dowsed, end on pima. •o«Ineetion e•e amen Inronnman centolne therein. ore the eeclusiw oroWeb at APPUStI S INTERNAMMAL. INC. meee deeahente a s dMMred and eepge by yew M that one on tla condition 1101 neither these documents or the Intern1011on contained Uleetess sill b cdptd. rtpralueed. a duIMnd 'rOR corgi ibr trtra4FCIt> 0d e7Ytnws wtman aa1. mar tb ngne fns sea« ( ) s%e a dimOOgMd elthad Ihe epee mUten come/ AfltiOWS D411SNtCWL. ANC. ,be de siignnpt1otecoUe_AeCerddeeWedAdy� IMM deswnfl sey�� e W wed et the florae mitt,, oeneeM�eoel 4.1WP tiE g INIEWSTCIW. DC. WpPLI ITSS ol7 tMT101W. INC. pc I Maned to .Dorn lb ISM. apptt&n mrauumuL 910. © ,SIN Aria Group Architects Inc. 1100 West Lake St Sulky 140 Ook Pork Illinols 60101 708.441.8400 Fax 708.445 1788 DATE: REV 2t BID ft'R+1IT ISIONS D /'/i5 A3 DECEMBER 15, 1994 0 4 11 ai 11 1 ELEVATION 1/4 " =1' -0" 0 BAR DINING 111 nI41111•III rug. c ■n■ n •.nrrt MIAOW ® 0 A MITAIL m 5 ELEVATION 1/4" =1' -O" 9'-0' ' '-6' E0. E0. 1111221/21 inkC� -LT 7M. S!S•.___' 11•Ir111.11.n11■ rl EE SAFE G.C. TO ANCHOR TO SLAB 12 ELEVATION 1/4 " =V -O" 6.3 24 th - - .S. T - 11111111 f ir 2 ELEVATION 3 ELEVATION 4 ELEVATION 1/4"=19-0" 1/4"=r-o" 1/4" =1' -0" IN MEN'S SE NOTE 6 ELEVATION 1/4" =1' -0" • 1111.11.1111■111.111 ■ 13 ELEVATION 1/4 " =1' -0" 30 30 7 ELEVATION 1/4 " =1' -0" 14 ELEVATION 1/4 " =1' -O" 1 47 1 1 = 0 : 1 26 E_ = - - - - -- arm 1 ' -, 1 Mi J_,. 39 26 e aL'JLJj' = = = =�1 1 1 1 ° = =uu F - - -1 1 r== I 7 -r =4 Thl r I 1 II IIL- JII 1 1 1r--- -p >r -r-- 1 - - -- II I 11 fl II II 1 I II 11 II II 1 k = === - - - - L -J II 11 11 1 I I 16 ELEVATION 1/4 " =1' -0" (WOMEN'S OPOSITE HAND, SIMILAR) Ii; � � MI iI ■■ 8 ELEVATION 9 ELEVATION 1 U ELEVATION 1/4"=1'-O" 1/4 " =1' -0" 20 0 - O ■� wig 'I II • ■ 3' -0 JIzYN-1 - LJ - - - -- L r - - -- ` 1 I 0' I 26 2 I 26 I 26 I 16 ELEVATION 1/4 " =1' -0" (WOMEN'S OPOSITE HAND, SIMILAR) Ii; � � MI iI ■■ 8 ELEVATION 9 ELEVATION 1 U ELEVATION 1/4"=1'-O" 1/4 " =1' -0" 20 0 - O ■� wig 'I II • ■ 3' -0 I I 15 ELEVATION 1/4"=1'-O " 30 ?:, 1 I r r - T - - - l L_ -_JI I -- -i I I 1 1- --1 LJ I 1r-- -T - - -1 1 1 I I I I I_ - 1 f- T - - -1E _B __ 1 1 I lr - - - -o- 1 1 Ell:- - r-- _t - - -111 pi I J II II 1 I 11L = = =J1 IL =J1 ■•m1111ummm••■••••■••••111x1.1111. 111. 1m111•••••1.1111■1••11.m••m•11rI111n■■1 bet tJe 0 L ;3,51 7 ELEVATION morn nrisn•n•X11•nuuMNINN aaz4mm•Ion.!••u••1 V \/ LE' ® m 19. ELEVATION 1/4" =1' -O" -J L IIIIn1r111nn1111IIIMIN 1IIr1••n•1n ■ ■11•In•11r11n11r11n■ 21 ELEVATI 1/4 " =1•-0" 1 Pie 1 Airps 9 D 11 ELEVATION i/4" =1' -0" ® O cow; Oesratme.v MMN. en Le WAIL SWAM LISO 610(6) e f- T ' mom i ■••1 1 ■ ••1 ITr•11 111ur1 111.1111 111111•I 1 1 18 ELEVATION 1/4 " =1' -O" 1 11 11 fr 11 HOLE OR CUTOUT FOR POWER CORDS (SIDE W/ SLIDING DRAWERS ONLY) SECONDARY UPS LOCATION (IF UNIT WILL NOT FIT ON SLIDING SHELVES) COUNTERTOP (AS SHOWN ON ELEVATION 13 THIS SHEET) 3/4' FIXED SHELF AND SIDE PANEL (CLEAR FINISH) 23 DETAIL ® OFFICE 1 1/2" =1' -0" CITY OF TUK .'II1.4 I.I'PI' OVI D MAR 2 0 1995 AS NUIEU_I 'NQ UIV'SION RECEIVED CRY OF TUKNIILA MAR 0 3 1995 PERMIT CENTER TLT ACCESSORY MOUNTING TYPICAL STALL PARTITION NOTES 1. CERAMIC TILE E. BEADED CEILING (BEAD BOARD) DARK STANDARD FINISH, REFER SD-0.1 PROFILE, 3. WOOD BASE NOULDIj(C4 STAIN FINISH. Rugg TO PROFIL STANDARD DETAIL SD -E.1 4. FINISH WOOD TRIM ON COLUMN, CLEAR 5. FINISH FINIppW Np� p SH, REFER TO0STNIDARD DETAIL SD -Eel 6. WALL COVERING TAPE. BED AND SAND GYPSUM BOARD JOINTS SMOOTH 7. LINE OF RAMP 13. BEADED CEILING WAINSCOT, STAIN FINISH SEE STANDARD DETAIL 5D -4 9. TOILET PARTITION 10, BRASS HANDRAILS. REFER TO STANDARD DETAIL 50 -62 AND 50-6.4 !L DECORATIVE COLUMN TO STANDARD DETAIL S0-9. WOOD TRIM CLEAR FINISH 12. BENCH, REFER TO STANDARD DETAIL SO-7 13. WOOD AND GLASS DOOR (AND SIDELIGHT WHERE SHOWN). STAIN FINISH INTERIOR SIDE 14. BRASS RAILINGS. REFER TO STANDARD DETAIL 50 -40 15. MIRROR AS SCHEDULED 16. DOOR TO EXTERIOR COOLERS 17. WOOD TRIM, CLEAR FINISH IB. MOUNT TOWEL DISPENSER WITH HIGHEST OPERATING MECHANISM AT 48' AFF. IF THERE IS NO MECHANISM, LOCATE TOWEL SLOT AT 48' AFF 19. BRASS HANDRAIL AT RAMP REFER TO 50-6.3 20. GRAB BARS, REFER TO TOILET ACCESSORY SCHEDULE 21. LOW PARTITION REFER TO STANDARD DETAIL SD -6.1 22. OPEN ADJUSTABLE SHELVING CABINETS, WOOD CABINET, NATURAL FINISH • 23. ACCENT TILE BAND 24. WOOD STEPS TO STANDARD DETAIL 5D-6.2 25. QUARRY TILE BASE 26. CORNER GUARD. REFER TO STANDARD DETAIL SD -38 27. DIAPER CHANGING STATION, BOT. • 3' AFF 213. PAPER TOWEL DISPENSER 29. NOT USED. 30. 'FRP' BOARD ON I/2' PLYWOOD BACKING 31. WOOD DOOR, CLEAR FINISH 32. BRAILLE PLAQUE PER SPEC, C/L 5' -0' AFF 33. EQUIP. ITEM F -4, LIGHTED CHALKBOARD RECESSED INTO WALL, SEE 50 -52 34. 2' DIA. BRASS POLE BY GC. FOR CAROSEL HORSE BY OTHERS 35. NOT USED 36. DRAWER (1.S. 111' VIDE X 4' DEEP) WITH PLASTIC LAMINATE FINISHED FRONT PANEL. PROVIDE LOCK AND KEY ON BOTH DRAWERS AND CENTER PAIR OF UPPER CABINETS 37. COAT ROD - 42' L014 MOUNTED • 54' Art. 38. QUARRY TILE WAINSCOT AT 3 SIDES OF NOP SINK. PROVIDE CEMENTITD]US BACKER - BOARD ON STUDWALLS BEHIND QUARRY TILE WAINSCOT 39. OPEN TO BEYOND 40. OPENING FOR ICE CREAM FREEZER VENTILATION, SEE STANDARD DETAIL 5D-61 41. NOT USED 42. STAINLESS STEEL WALL PANELS BY KITCHEN EQUIPMENT CONTRACTOR COOKLINE EXHAUST HOOD CERAMIC TILE BASE DROPPED HEADER, "FRP' BOARD ON 1/2' PLYWOOD ON 2X4 STUDS. EXTEND STUDS TO STRUCTURE AND BRACE TO STRUCTURE TERMINATE PLYVD 2' ABOVE CEILING SEE ALSO STANDARD DETAIL SD-62 FOR PICTURE MOUNTING DETAIL. 46. PAINT MASONRY 47. DEVICE /ELEC 48. FIXED SHELF 6 SIDE PANEL. SEE DETAIL 23 TH15 SHEET. 49. FOR VALANCE /RESTROOM LIGHT SEE DETAIL SO-592 50. FOR SOUND SYSTEM SHELF LIGHT SEE DETAIL 5D -592 51. EMPLOYEE MANUAL 6 RACK BY OWNER. G.C. TO INSTALL 52. TOILET PAPER DISPENSER 4 r -(4- s\ I R) Neighborhood Grin &W 17790 S. CENTER PARKWAY m L VV I L_A , W A JOB #: 94220 ttw document rid on pions. *.amcollen .end ether Wa,nasan ecManed theta, 0r. the actuW• peps.b 0 APOILB111 s ttwt*nowa. ■.C. lines doctasats ore chewed ens accepted A sa, ti tent and an tar coalition that seller then desnww,u e. tee WWIfl CA 'd contained thaw NI to.cpalW.)d. r...&"ad. a dlp.w.d aeorattue n,. s to r ttwi unit esc( tfltn '8 to t mete sc. .t"i:' 41 i "p1e•"dsryt,M eane.pU of eArPp�VayHes;;l. the a,e ap ZwItt.n ean..at et Asq!®non thew dotant. ones a . 0C- dal a wha"es to APPtZ8fl1s saEwMnowL pC . w, i4 request. APpll�[5 0/RRs etc. 1e oth.n. boIolcnm y - Mp1 No c uc1oN/COrOpmn OF .pwmtt'S slel*iotAL. INC.. © ups Aria Group Architects Inc. 1100 Most Lake St. Sully 140 Oak Palk Illinois 60301 708.445.8400 Fort 708.443 1788 BID DATE: EVISIONS PERMIT 12/19/94 22 T VQ• /95 A4 Meow 15,1994 1. JIzYN-1 - LJ - - - -- L r - - -- ` 1 I 0' I 26 2 I 26 I 26 I 16 1 16 26 r I 0 11 6 51 1 I I ■n■ w ' ' to I 11111 ■1. 1 110 /O•Innuu . .0 •11111nn■■ \•1n.1••Iu•IO■•;r1r1111■ • •r MIMI ■ 15 ELEVATION 1/4"=1'-O " 30 ?:, 1 I r r - T - - - l L_ -_JI I -- -i I I 1 1- --1 LJ I 1r-- -T - - -1 1 1 I I I I I_ - 1 f- T - - -1E _B __ 1 1 I lr - - - -o- 1 1 Ell:- - r-- _t - - -111 pi I J II II 1 I 11L = = =J1 IL =J1 ■•m1111ummm••■••••■••••111x1.1111. 111. 1m111•••••1.1111■1••11.m••m•11rI111n■■1 bet tJe 0 L ;3,51 7 ELEVATION morn nrisn•n•X11•nuuMNINN aaz4mm•Ion.!••u••1 V \/ LE' ® m 19. ELEVATION 1/4" =1' -O" -J L IIIIn1r111nn1111IIIMIN 1IIr1••n•1n ■ ■11•In•11r11n11r11n■ 21 ELEVATI 1/4 " =1•-0" 1 Pie 1 Airps 9 D 11 ELEVATION i/4" =1' -0" ® O cow; Oesratme.v MMN. en Le WAIL SWAM LISO 610(6) e f- T ' mom i ■••1 1 ■ ••1 ITr•11 111ur1 111.1111 111111•I 1 1 18 ELEVATION 1/4 " =1' -O" 1 11 11 fr 11 HOLE OR CUTOUT FOR POWER CORDS (SIDE W/ SLIDING DRAWERS ONLY) SECONDARY UPS LOCATION (IF UNIT WILL NOT FIT ON SLIDING SHELVES) COUNTERTOP (AS SHOWN ON ELEVATION 13 THIS SHEET) 3/4' FIXED SHELF AND SIDE PANEL (CLEAR FINISH) 23 DETAIL ® OFFICE 1 1/2" =1' -0" CITY OF TUK .'II1.4 I.I'PI' OVI D MAR 2 0 1995 AS NUIEU_I 'NQ UIV'SION RECEIVED CRY OF TUKNIILA MAR 0 3 1995 PERMIT CENTER TLT ACCESSORY MOUNTING TYPICAL STALL PARTITION NOTES 1. CERAMIC TILE E. BEADED CEILING (BEAD BOARD) DARK STANDARD FINISH, REFER SD-0.1 PROFILE, 3. WOOD BASE NOULDIj(C4 STAIN FINISH. Rugg TO PROFIL STANDARD DETAIL SD -E.1 4. FINISH WOOD TRIM ON COLUMN, CLEAR 5. FINISH FINIppW Np� p SH, REFER TO0STNIDARD DETAIL SD -Eel 6. WALL COVERING TAPE. BED AND SAND GYPSUM BOARD JOINTS SMOOTH 7. LINE OF RAMP 13. BEADED CEILING WAINSCOT, STAIN FINISH SEE STANDARD DETAIL 5D -4 9. TOILET PARTITION 10, BRASS HANDRAILS. REFER TO STANDARD DETAIL 50 -62 AND 50-6.4 !L DECORATIVE COLUMN TO STANDARD DETAIL S0-9. WOOD TRIM CLEAR FINISH 12. BENCH, REFER TO STANDARD DETAIL SO-7 13. WOOD AND GLASS DOOR (AND SIDELIGHT WHERE SHOWN). STAIN FINISH INTERIOR SIDE 14. BRASS RAILINGS. REFER TO STANDARD DETAIL 50 -40 15. MIRROR AS SCHEDULED 16. DOOR TO EXTERIOR COOLERS 17. WOOD TRIM, CLEAR FINISH IB. MOUNT TOWEL DISPENSER WITH HIGHEST OPERATING MECHANISM AT 48' AFF. IF THERE IS NO MECHANISM, LOCATE TOWEL SLOT AT 48' AFF 19. BRASS HANDRAIL AT RAMP REFER TO 50-6.3 20. GRAB BARS, REFER TO TOILET ACCESSORY SCHEDULE 21. LOW PARTITION REFER TO STANDARD DETAIL SD -6.1 22. OPEN ADJUSTABLE SHELVING CABINETS, WOOD CABINET, NATURAL FINISH • 23. ACCENT TILE BAND 24. WOOD STEPS TO STANDARD DETAIL 5D-6.2 25. QUARRY TILE BASE 26. CORNER GUARD. REFER TO STANDARD DETAIL SD -38 27. DIAPER CHANGING STATION, BOT. • 3' AFF 213. PAPER TOWEL DISPENSER 29. NOT USED. 30. 'FRP' BOARD ON I/2' PLYWOOD BACKING 31. WOOD DOOR, CLEAR FINISH 32. BRAILLE PLAQUE PER SPEC, C/L 5' -0' AFF 33. EQUIP. ITEM F -4, LIGHTED CHALKBOARD RECESSED INTO WALL, SEE 50 -52 34. 2' DIA. BRASS POLE BY GC. FOR CAROSEL HORSE BY OTHERS 35. NOT USED 36. DRAWER (1.S. 111' VIDE X 4' DEEP) WITH PLASTIC LAMINATE FINISHED FRONT PANEL. PROVIDE LOCK AND KEY ON BOTH DRAWERS AND CENTER PAIR OF UPPER CABINETS 37. COAT ROD - 42' L014 MOUNTED • 54' Art. 38. QUARRY TILE WAINSCOT AT 3 SIDES OF NOP SINK. PROVIDE CEMENTITD]US BACKER - BOARD ON STUDWALLS BEHIND QUARRY TILE WAINSCOT 39. OPEN TO BEYOND 40. OPENING FOR ICE CREAM FREEZER VENTILATION, SEE STANDARD DETAIL 5D-61 41. NOT USED 42. STAINLESS STEEL WALL PANELS BY KITCHEN EQUIPMENT CONTRACTOR COOKLINE EXHAUST HOOD CERAMIC TILE BASE DROPPED HEADER, "FRP' BOARD ON 1/2' PLYWOOD ON 2X4 STUDS. EXTEND STUDS TO STRUCTURE AND BRACE TO STRUCTURE TERMINATE PLYVD 2' ABOVE CEILING SEE ALSO STANDARD DETAIL SD-62 FOR PICTURE MOUNTING DETAIL. 46. PAINT MASONRY 47. DEVICE /ELEC 48. FIXED SHELF 6 SIDE PANEL. SEE DETAIL 23 TH15 SHEET. 49. FOR VALANCE /RESTROOM LIGHT SEE DETAIL SO-592 50. FOR SOUND SYSTEM SHELF LIGHT SEE DETAIL 5D -592 51. EMPLOYEE MANUAL 6 RACK BY OWNER. G.C. TO INSTALL 52. TOILET PAPER DISPENSER 4 r -(4- s\ I R) Neighborhood Grin &W 17790 S. CENTER PARKWAY m L VV I L_A , W A JOB #: 94220 ttw document rid on pions. *.amcollen .end ether Wa,nasan ecManed theta, 0r. the actuW• peps.b 0 APOILB111 s ttwt*nowa. ■.C. lines doctasats ore chewed ens accepted A sa, ti tent and an tar coalition that seller then desnww,u e. tee WWIfl CA 'd contained thaw NI to.cpalW.)d. r...&"ad. a dlp.w.d aeorattue n,. s to r ttwi unit esc( tfltn '8 to t mete sc. .t"i:' 41 i "p1e•"dsryt,M eane.pU of eArPp�VayHes;;l. the a,e ap ZwItt.n ean..at et Asq!®non thew dotant. ones a . 0C- dal a wha"es to APPtZ8fl1s saEwMnowL pC . w, i4 request. APpll�[5 0/RRs etc. 1e oth.n. boIolcnm y - Mp1 No c uc1oN/COrOpmn OF .pwmtt'S slel*iotAL. INC.. © ups Aria Group Architects Inc. 1100 Most Lake St. Sully 140 Oak Palk Illinois 60301 708.445.8400 Fort 708.443 1788 BID DATE: EVISIONS PERMIT 12/19/94 22 T VQ• /95 A4 Meow 15,1994 1. ANCIIO$ Il644 FRAM IN6 To E%19% VrIZUCIUI. — AIlgr1l16 IV l'a PARAPET AsAND 4oFF-IIT To ' MAIN. `R}►4U IC40 EFINIh� / r PIEFJ 2O4 LIC414T - '.iE E eCILIA& MAN 1 afel. PN64 ' 1 I, I 1 ►1 11 'I 1 f:1E1.0 vEE1F`f AIL(n4t of SoFflr To be. ReMOVW 4,4 nxmuwag° Fe s& NEs cop49rrzu.Tiog 4 IS 6.164•11104 aP PLYhloop sbREATHIIW 3/4b M.v.o. P Y$oco -TAINTED 11 1►IFI FwiM S 1 1/ &° 11 allA,JNetS seRA Who a ice 4 bv�c,q To FRAME. AITA ti II 5/s0 ExT. aRAV0T1 -11 Q(y,COt: FLUSH To FRAME . SEAL. I PEI2'N1f�Tb12 W /LAULK 4 II_ _ _ PAIN To Hata KAU. 1LcVr To vs.&i4 4---- 1 HT TI• I" p 1 DET U rime 4r,/suz.vIC E Y> •D 3/4' vs' I'- r 1? ')IsI Art- 1 ► PrYoND • NOTES ,b, tl.,• iengruatieue LN 0. 1- _I CITY Vie► °Nt- 1/2 tsT. atzAne PL7 Woop • ¶EE =VA.4.1 Pole' CANT 0' h�WW�� P r plACINe, itreerriPS. V I /0 pit GRADE rl4Worl 11 !_ mama NM gamma Mfo Q0111YrsTI11,SI,BOR UP i .x1 oa fA gra RD Not I TO 111✓fit 11111011 c4E. 3 /A:, . I port. CA1+t 1,T12-11' — fill! RIMS CMS aL to 00X Tea, Ibt MPS ICY LIDIO OIS1LATfaI so SMDI 12131D0 )( (, AIIcIba PRAMIN& T• 512UtTu RE At ttta'v. - i -I �- - .- 6E4 MGUIM I c*L PS#4111& Fog Putt weer, p yENTh r N OS VIM o 0111 •1 '-r 113 MOIXD r*a. gym 011. 04.1 ,JOITOO n a a os age tiny at aza woo mi. NO Us q. WiefatV :AID= • PROVOS 4S- COMILISM mason =In el Not Used St :. . 1�0 YflN � pRO, • 111 fel tEE s0-2 Fot2 HEAPEt . ON (LISP CMS& CAT 101001 OLV C O L O R K E Y RIVERBOAT TRITON GREEN OLYMPIC 709 sv c SEE \.1 Fog LCI4 WALL. A If/ exist ��LM3 E L . 4. lee'_0' s Fl • C11.v, . EDpE op I.eLJ rouJL/7P.1CN wa.. Q' Ar wiLGL^IJ I.I•t.l. *CTflevOli 2 OE VML r Gr C 1 I.4 DUBS tom .Ltv4rlor ) , bciii-C435 3/q.11 = I'- o" T /ExI'+r -117FL•tloci-01 • . fli : i1 ; 1 I _i r '� t1 I1i REP E f? To 5 Te-Vcr u I-.eJ.• I7RANINt& FutR_ PIE141 51.08 A s .ctie»• C GIar .4i-iou% s/4de-I' -o, • OF T'.' T4 A VNO4!U MAR 20 1955, N� NUI U 6U' L•I:G UNC; OFI RECEIVED CITY TUKWILA MAR 0 3 1995 rely 41?8 • eeeTlN?,I Wa' . DW44 PERMIT CENTER 6656 REGISTERED ARCHTTEGT awe ier.1 of .dsNd1, eigg Neighborhood Grlll & Bar 17790 S. CENTER PARKWAY TIJKWILA. WA JOB #: 94220 ton decat& a..M el Platt .p.aMmwUenaen! one eea..Mbon contained MMUn. W Os seMNn. property M WPItILL'S INTOWMOMAL WC Ms MeewW.te .. Moyne ens accepts:1 by pee N tunnel eM M IM sp�M conslns OA ne.IM. Me Meeanle e. IM tMc.a ppn canaaSeewn�a, a.Mea A es ebplee..ty,eece. w aeww.e IpOM al C s KM' a APPItOL[Y I l I%OMK. INC? Me roue a CIOM. 1 chat M AebibMe .InnW IM e.pryee w's ee ep ApgtBQg tMtptl uons1l, e.0 The ant repelals..wettes .. nd c aG $ o f aepnpeayelpse.I.s.ils the t Vi M ' epa* Sfl"°aMP LB $ : t`ctIO *L..IC. s otttnteio°Incite.c (A it " MPP WM snow& ptc. Co .ea Arta Group Architects Inc. ri t ". ll 'i 1 Pont, Lake �1 1.0 SFr- 71 708.445.8400 G;:J Fox 708.445 1788 BID DATE: EVISIONS A5 DECEMBER 15. 1994 6 SILL 1 1/2" =1' -0" EXIST. T Al G DECKING ILLUMINATED WALL SIGN ELEVATIONS SHT. A2 GN AT 13' -0" ABOVE S.O.G. 1/2" Ex rR GRADE PLYWOOD CANT STTRIIPSS AT MK Ate Di " T RN's R- TEE ROOF PLAN, Slst. MO NEW =LAY PER STRUCTURAL ORANNOS NEW 3 1/2" x 3 1/2" x 9.11 BEYOND OPP. HAND SIT/ NEW F.F. EL. +101• 0 1e( .� —. -- - •a —�- - r • • El seo SYSLAB 40' : ra10 , 'f:;e; lei' moo f• r,• _ ivrte e YEL. +100 - IaII:�ILI1 u- (24.20) ` I(.=- at . I 1 1 i .11-11 — Imo' 1 1 �::°'4 ST. SLAB AND FDN. TO REMAIN. I I II•. LEVEL AS REQUIRED L\ J 1 FOOTING BEYOND WALL SECTION s/4" =1' -0" • 4 • • Miai-0435 r. 4 • • 7 JAMB 1 1 /t =1•-t INSPECT Al REPAIR AS REO'D EXIST. t & G DECKING 9 DETAIL ® WALL 1 1/2" =1•-0" SLAB AND FDN. TO REMAIN, AS P4 �/. W. !/, LEI W. 01, rzo fZe 'Z .ii moi ii ii liPA ii, H// POI %/. N M %, H 90 401.4 i/. WA 60 0./ %/ 100; %/ 1111 99; ii ii %i 410■4 90 H /i 1740 60 10 to 2 WALL SECTION 9/4" =1' -0• FOR FOUNDATION DETAILS REFER TO STRUCTURAL SHEETS CITY OF flKNI :A }'PROVED MAR 2 0 1955 AS NUIEU 11. la la ie NOTES uirn4Y .,. a1�r18i"'�MU111 itrialchtlartgpos rNot UM0 tot N "�°n�° d ° ° tta mar l ;6 a Y Y l atog C�NTp SL . r-tiw ft r..: .r Es TURRMNO STRIP94.,�t�� p MR common .N!, i�1'�i1i" stun CAL 06 OA PAINT IA iQQV! I /QUO NO NOM= m SOITIMR UP ?9 1 Xi main la eta �l., A[ �, Not Used ���+� EEE97.. /perms MICR m TOON INMF CSIOVN NOILb BEN 10 PRm STANDARD MAIL SD•E.1 waD tR/a. PRO/AE BUILDING DIVISION CIT RECEIVED TUKWIIA MAR 0 31995 PERMIT CENTER �������OppA�Rr6- AR. PROFILE $TANGIRO 1. UMLOW WOOD MIN Iat Used NSW RICO INSILATIM m INTO O sms 31. TWO CO114LLD NO PROACTILN • nm AR MOVE t �SM WODOI CO WIN COV�ETRR'0 STANDARD OCTAL it A i A L Ot�MOppIt�LL or PTAMOYII N) 43. R -30 WITT RIS*LA M 44. NEV OM= LIOlTUS SEE A• 44S • 1l%f 0 swm a cum FILMED 47. S OT: IMMO INNU•VALL PLASMIC - MIME SASH COD VEEP POLLS 2'-d o4: t ULMER C A IS tt1bUMATE AVMDC PRAIC�aftsl Q AVNDC LN E U+ se. Not Used NEM ER VITA AMvtnmS11}}}SpppP LLLEN not NS IIWTALLMON DETAIL COM• MA 2,,tCKIM00 CUM 1* KITCHEN OLT - :a sots Not Mad Not Used no ggannnurstons • IM !M EAala RPCICSD STW. CQIMM REP[Q m siRICTUTI Sian Ibtf - DrtWlQH A pl u.up TWIG. Not ISd Mt Used 1 COMMON .CMt Nowt 11sId g' 11 EVRI/D DIALAt10F 4V.4 W aIdl•RD OI MY GIPPS CAT KOMI OLT Not Wed MA WV DTI SD-et 1 RN rot SDm -SMRAS Noe owe COLOR. KEY RIVERBOAT TRITON GREEN OLYMPIC 709 \ l\lisINBAN \tt ®1af 111fatet" I'fl NeIOIbcrhood Grd & OC 17790 S. CENTER PARKWAY TIJKWIL_A. WA JOB #: 94220 APPLESITII . 1R WIM a .c . doc nu w w.e w ax t . - anIa aw r nu peNn.a that .M W .r .wpw.lw. c .A.ws aM s aM .. 4 a eceStion that r 1 e fo"1.1..0 UI.IM.ern We.eN.A arty ,�M '• to .. a. �0o' � •'...�1K«C°0".w�"e%1�10iA°aia�s �°'ic na4w. oNe. tA...p.q .1KN. Ca»Mllupdy AOPsIK(•Ot>APRDROW�A/I�ML. et 6Ae"""" °7glMlo 11{;.' qe.a polb wplL Stall t11TIMAt101W- NO. • © Apo IWO Aria Group Architects Inc. 1100 1111•t to** St. Sults NO Ark Pb* Wools 60101 ri 708.1132100 L"li Fax 70&113 t788 A6 DECEMBER 15,1994 EXT'R PLYWOOD 3 DETAIL @ ROOF INTERSECTION 11/r =i' -0" EXIST. PURL INS PURLINS TO BEAR ON STRUCTURAL STEEL STUDS - SEE S DRAWINGS, OR EXIST. GIRDER TO BEAR ON EXIST. COL. INFILL EXIST. SLOPE TO MATCH HT. OF RIDGE BEAM AT FORNTDRAIINAGE DG AS NEC. DECKINGS(REPAIR AS NEC.) EXISTING DECKING NEW ROOFING ON TAPERED INSULATION TO MAJ%$ EXISTING AWNING - SEE SD -53 (TYP.) 0 101' -0' •.•., *; • oe • H' *t.r ?a•'••ooti 1 SOUTH WALL SECTION 9/4 V -O' 5' EXISTING S.O.G. 13q4e0435 4/H NEW 1 EXIST. FDN. ' 1\-- GRADE 100' -0• Ell 18' -0' HT. PARAPET BEYOND EXIST. T 1 6 DECKING AWNING BEYOND BEYOND 61 10 NEW GLULAM USE TYPE 'S' MORTAR FOR EXIST. WALLS (TYP.) COLUMN ENCLOSURE BEYOND f 1 DOWEL INTO EXIST. FDN. REFER TO 'S' SPITS. (TYP.) �• 1 0 40 Ir ..• T/ FOUNDATION ti EL. +100 �•E Z'►.�:TZriirF7 .' �uimininnmuuirmmn uumnn • I RI EE 1=II =III11II= XIST. SLAB AND FDN. TO REMAIN 2 BATHROOM WALL SECTION s/4 " =1' -0" III III • O III •• •• III • 1 • • z b It c'TY MAR NI )F T" , A J 2 D 1;:,J5 N:J I tIL/ i BUILD' 0 :G UNISON w TOP OF GRADE NOTES cItV a�• txa • Cww TKMMI C Nt j � t 6K,K •id ML 11•!! NON =DCA= se. a • ea 03 ONO =TIMaa Waal Tn elc• /TUw 16 4AI4.v &o MTK COMM 86 w PANT RI No IA P V ta101G Alm N MIRK[ TO COMM W t _ eL yam ENO •PTO l a GUTS GM A/I;A;) M Not Used e 87. LFM4 3 td&ntf RDW TO A001 2e tor sacrat to PROM g : L:ct.Utarar. AMU 31. VINO wn i0 II�u MONO >P IOLTA TRIM win Mot IM.d NLV pRt6���lDppOpAIS*t*tOiI tO IMTOpl,,blgt0a 3S, P�RGJCCTIOI tDCMiZeltn t '' SOL 11 CAS COVEERR TO SIMARD OCTAL RA t wg t0 STA IOARO OETAtL 131-111 R TT�OIMIOE Ir NTD3ROIRI a gyp) ROWLOCK BILL 18 QV MO OTINT L 01200 GTE AB Ix "ME Y AR arm OR CLOAK PLINIO SASI, AIR CI 1 R o•c. - PROVIDE wbt ted EROv CORO VNMO LMt Nl tan "D get �NOOMtM VIM VIXEN NALIOI MOOING NM OIItAtLl1T101 ON ONO= OCTAIL !O.9 COMM BA LLOCIGIA ' COMTE GIRD IN III,CO OLT - stt 20.84 Not Used Not : L sewn ammo Not STEEL T CONN Nun TO - INTERIOR m TYPICAALL Not Used Not Used I cw 1 /e' lL7PNOON JOINT REGISTERED ►TEO'T R. MMSN2I0T�14 REFER TO FOUNT. ON - • SHEET S -1 FOR DIMENSION NOTE: FOR SIZE AND LOCATION OF CONCRETE REINFORCEMENT REFER TO S- SHEETS :M c • ° XWIIA MAR 0 31995 ALL SECTIONS AND DETAILS CHANGE PER REVISION CVO - PANT SSpS APO i #Srss S • �s►� grgil ;;UPS$16 ;S$ N 2 C-0' mW0 M11AtA11mI- CAL MSONO of SIB' Ora TA? xIuool OLT AID ITO M L ;B2IfR tn. s0-es 11 RR 101 20111%-GOAS QsR MKT M /Ot COOP KET AN 401-6A6.TAP41{ t,c0/61S .- ... - -I1. Neighborhood elli & Be 17790 S. CENTER PARKWAY TLJ I<W I L_A. WA J08 #: 94220 nw nee�ril •nd .. otn •p elikalC••.aw •aMn Nlaln•IIa1 a rooso ta•0. cN .a •.e1Wn Pe.•'t► d Sea e•0' ea ••plw y' rem a bTM'•'.a1 e•4 asenw •wr�r•�� d Ono documet1 et conSlon ep,eoM th taste ices of " p°�•'•0„ •. 1 •(••pN.�) d• lA•• MMlAIM1gNWDT : "' �e'M'a"a�l d IP 'Ptfl w N TAPIR 1 t"C. Mb •.pr•4• wIM• e iefu�M . Js —Isj1 b,1 deawwM• 0110 a fl 4 1M N• •.o jot, s... � �cyMs= �Nnm /P�•'•ilam MI[bn'uaa. NC. upon ;Is Att+tnui NIOBI►TdW..c. © '*4 Aria Croup Architects Inc. Aik HOD Neat Lake St. Slate NO ITTAS rri 70&113. 60301 fax 7014.9 1788 BID DATE: 1/2/95 'REVISIONS PERMIT 03 /2/95 A6.1 DECEMBER 15, 1995 . EXTERIOR n n SIDELIGHT PER SCHEDULE APPLIED METAL STOPS (PAINT) HOLLOW METAL FRAME (PAINT) QUARRY TILE PAVERS (THIN SET) 1 SILL AT SIDELIGHT 3•=1' -0• 1' AIR GAP 1/2' EXTERIOR PLYWOOD MEMBRANE FLASHING FACE BRICK SEALANT SASH CORD WEEPS e 2' -0' O.C. DOOR NO, DOOR SCHEDULE DOOR SIZE 1 DOOR FRAME HARDWARE TYPE TYPE SET 3' -0' x 7' -0' A 3& 4 A ROOM FINISH SCHEDULE DETAILS REMARKS ROOM NAME FLOORS BASE WALLS CEILING REMARKS 2A8/3A8 & SD -57 WITH SIDELIGHT (SILL /1A8) 2 3' -0' x 7' -O• A 3 & 4 A 2A8/3A8 & SD -57 WITH SIDELIGHT (SILL /1A8) 3 3' -0' x 7' -0' A 1 B 4A8 BORROWED LT (SILL /1A8)SIM. 4 3' -0' x 7' -O' A 3 2A8/3A8 SIM. & SD -57 5 3' -8' x 7' -0' D 3 2A9 SIM„ SD -59.1 0, SD•56 6 3' -O• x 7' -0• D 3 E 2A8 SIM. 7 3' -0' x 6' -8' B 1 F 5A8 C LABEL DOOR & FRAME V/ CLOSER 8 3' -0' x 6' -8' C 1 G 6A8 C LABEL DOOR & FRAME V/ CLOSER 10 11 12 13 3' -0' x 6' -8' 2' -6' x 6' -8 3' -O• x 6' -8' D D 1 1 G 6A8 C LABEL DOOR & FRAME V/ CLOSER H 7A8 5A8 10 X 10 LOUVER D J D K R -19 BATT INSULATION W/ 6' MTL. STUDS (16 GA.) 6' METAL CHANNEL 1/2' PLYWOOD 1/2' HEADBOARD RED OAK TRIM 3' 5 3/4 EXTERIOR 2 DOOR HEAD 3•=1' -0' WOW 4' us 4' M R -19 BATT INSULATION BEAD BOARD ON 1/2' PLYWOOD BACKING 1/2" BEAD BOARD 1/2" PLYWOOD R -19 BATT INSULATION READ OAK TRIM 1/� 8" MTL. STUD —HOLLOW METAL FRAME (PAINT) ATTACHED TO f 1Il METAL STUDS SEALANT n 1/2" EXT'R RIGID SHEATHING f„J BOARD HOLLOW ME AL FRAME, PAINT OAK TRIM EACH SIDE, RABBET AS REQ'D TO FIT FRAME A APPLIED METAL TOPS, PAINT D 4 JAMB AT DOOR 3•=1' -0' (& BORROWED LIGHT) JAMB ANCHOR CLIP. THREE PER JAMB 2 1/2" 1/2" BEAD BOARD 1/2" PLYWOOD R -19 BATT INSULATION RED OAK TRIM 1X BLOCKING 8" MTL. STUD G 1/4 0'4 91 4:: 04,4 4 vP P� s 43 �A$' Qt's 9,4? <le 40• STAIN ALL BEAD BOARD PRIOR TO INSTALLATION, VESTIBULE O O O O 9' -0' WAITING O O O O 9' -O• SEE ELEVATIONS (SHEETS A -3 & A -4) BAR DINING O O O O O O O 9' -0' SEE ELEVATIONS (SHEETS A -3 & A -4) RAISED DINING •A• O O O O O 8' -0' SEE ELEVATIONS (SHEETS A -3 & A -4) RAISED DINING 'B' GREENHOUSE DINING O • • O O O O O O BAR O RESTROOM VEST. • O O • MEN WOMEN O O • O O O O O LIQUOR STORAGE O O O k 1' -4" SEALANT FACE BRICK HOLLOW METAL FRAME XATTACHED TO METAL STUDS JAMB AT DOOR 3•=1' -0' 5/8' MOISTURE RESISTANT GYPBD. 'FRP' BOARD 0 DOOR SlS 4 SIM. OFFICE O WATER HEATER RECEIVING FOOD PREP. STORAGE DISHWASHING COOKING SERVICE BEER /WINE COOLER WALK -IN COOLER WALK -IN FREEZER EMPLOYEE RESTROOM O O O O O O O O O O O O O O O • O O • O O O O GROUP DINING O O O 8' -0• SEE ELEVATIONS (SHEETS A -3 & A -4) VARIES 9' -0' 9' -0' 8' -0' 8' -0' SEE ELEVATIONS (SHEETS A -3 & A -4) SEE SHEETS 8-1 THRU B -4 SEE ELEVATIONS (SHEETS A -3 & A -4) 0 FINIS REQUIRED 9' -0' 9' -O' 9' -0' 9' -0' 9' -0' 9' -0' 9' -0' • KITCHEN EQUIP. CONTRACTOR ALUMINUM WALLS & CEILING PANELS IN WALK -IN COOLER/ FREEZER BY KITCHEN EQUIP. CONTRACTOR O `111■ 11411.1" "I•MIM" '11111111111.1111r DOUBLE STUDS AT JAMBS HOLLOW METAL FRAME (PAINT) • I1 • DOOR /SCHED� ULE JAMB ANCHOR CLIP. THREE PER JAMB 5 JAMB AT DOOR ©& 3•=1' -0' (HEAD SIM.) RED OAK TRIM 1/2' GYPBD ABV TRIM RAIL 1/2' BEADED CLG BOARD BELOW 1/2' PLYWD 1/2' 5/8' MOISTURE RESISTANT GYPBD CERAMIC TILE tnl "...................... (2) HOUR WALLS AT RESTROOMS WITH SOUND ATTENUATION BLANKETS DOUBLE STUDS AT JAMBS 6 JAMB AT DOORS 3' =1' -0' ., CORRIDOR HOLLOW METAL FRAME (PAINT) M +E.+ DOOR /SCHEDULE RESTROOMS se HEAD SIM. 1/2' GYPBD ABV TRIM - AIL 1/2' BEADED CLG BOARD BELOW 1/2' PLYWD 1/2' MOISTURE RESISTANT GYPBD DOUBLE STUDS AT JAMBS SEE ELEVATIONS (SHEETS A -3 & A -5) 1/2' CORRIDOR HOLLOW METAL FRAME (PAINT) LIQUOR STORAGE 7 JAMB AT DOOR 3' =1' -0' • u, I— DOOR /SCHED JAMB ANCHOR CLIP THREE PER JAMB (HEAD SIM CITY OF RI; ;',VILA 7.F PROVED MAR 2 0 MI- AS NOIEU/ /1 REGMTERED sa, ARCHITECT yfr of wAsuworoN ALUMINUM FRAME TYPES VARIES (7' -4' OR 8' -O') FINISH FLOOR LINE A 4 1/L• DEEP FRANC V/ 1' THICK INSULATING GLASS gj. 10" UD l0 5' -8" ONE FRANC THUS ONE OPP. WIND B 4 1/8' DEEP FRANC V/ 1' THICK INSULATING GLASS 8'-8' C t rn 4 1/8' DEEP CRANE V/ 1' THICK INSULATING GLASS HOLLOW METAL FRAME TYPES 2 PER SCHED NOT USED 1 2 DOOR TYPES set) 3 ALL FRAMES 5 3/4' DEEP 4 A 1/ SCHED. �Ij ! 00 00 ui:i B C SCHED{ BUILDING DI‘ RECEIVED CITY OF TUMNILA an CU 1 3/4' WOOD DOOR 1 3/4' HOLLOW METAL 1 3/4' SOLID CORE W/ TEIP. GLASS D V/ RT,�ANS,DPCiAS8 V% A WOOD DOOR a SIDELIGHT W/ TEMP. (LASS 1 3/4' HOLLOW METAL DOOR - FLUSH TERIOR DOORS PERMIT CENTER CENTERLINE OF PANIC LATCH - 42' CENTERLINE OF 12' X 3' PUSH - 53' CENTERLINE OF PULL - 34° KEY CYLINDER IS IN TOP OF 15' X 3 1/2' PLATE (USE TOP CYLINDER OF PANIC HARDWARE) VESTIBULE DOOR CENTERLINE OF PULL - 40' CENTERLINE OF (3) BARS 39', 42, 6 CENTERLINE OF 12' X 3' PUSH - 53' RESTROOM DOORS CENTERLINE OF PULLS - 40' CENTERLINE OF PUSH - 50' LATCHSIDE HARDWARE LOCATIONS FOR WOOD DOORS ''EtN • ( 1 - 1, l) Nel orhood G418& Bcr 17790 S. CENTER PARKWAY T U K W I L.A. WA JOB #: 94220 ma eKW."ne, ay to an 1p t NI�Y1 WLUt oilC~ 1MA- Teeiw.w,b "e0ai .d 41 EN N u'�'ie. fir tlw.�e.« tr Ma•� eal "' u."«re "wM..ea� a. eeore, .�w��e.e. « uu�N aa..w" 4"'ew�ontmbas rc. • taginne, w' -me. i ed m "M em 1pW. ND. IIntat ntuas. NC..4ew w ..a,".1. nP Kt" MRbSnaw. «c. © 4114 Aria Group Architects Inc. 33 I WO Nbst Loke SL Sults 140 Oak Pask W4iS 60301 7084458400 tau Fax 708445 1788 BID DATE: EVISIO PENT NS 03/02/95 A8 DECEMBER 15, 1994 11 1 11---%\\11 11 \ / 1 I 18'— ID' • 14' -109 3'-4 7/6' ■■■■ ■■■r 0 In :':11Th ■ ■■.■ ■ ■ ■ ■ ■ ■■■..■■■■■■ ■ ■■ ∎ ■ P .mow w w���uw �ww ■ hiSt 1 ' .■ 1 i ■iii■ : ■ ■ ill r�■h ■ ■ssi �� i' ■ ■ i■ ■■ ■ ■ ■ i■i ■► 'wiih ■1 • Of MOON ' umn ::::1�ii�IIP hi OO' ■ um. IHb;9iirNs!uhiImImIirt:'9) _! !IJ d1■■■ .■■■■■■■■■■■■u hUT■T■■■P� a J it "1:2211:1" a � 6' -4 1/8' wit•' ei FLOORING AND FLOOR SLOPE PLAN 1/4 " =1' -0" E5qii 4 LEGEND FLOOR DRAIN OR INDIRECT WASTE DRAIN WITH FUNNEL - SEE KITCHEN AND PLUMBING DRAWINGS O FLOOR DRAIN - SEE KITCHEN SHEETS FOR DIMENSIONS / LOCATIONS. EH INDIRECT WASTE DRAIN O STUB -UP FOR BEER OR SODA LINES - SEE KITCHEN SHEETS FOR DIMENSION/ LOCATIONS CONCRETE CURBS PER STANDARD DETAIL• SD -24 COORDINATE W/ STRUCTURAL FOR WIDER CURBS @ SHEARWALLS GENERAL NOTES SLOPE SLAB UNIFORMLY AS SHOWN TO FLOOR DRAINS. FLOOR DRAINS ARE TO BE SET 1 /2" BELOW FINISH FLOOR. • CITY OF TP'"N.LA MIMED MAR 2 0 1535 AS rauILL)14 ..� .• BUILDING DIVICIO, CITRECEIVE ETUUKCWILA MAR 0 3 1995 PERMIT CENTER NORTH NOTES 1. CERAMIC TILE FLOOR TO BE LEVEL. BENEATH WATER CLOSETS 2. NOT USED 3. 4 "r8' BRICK PAVERS, THINStT 4. CARPET SUPPUED BY OWNER. O.C. TO INSTALL S. 6"a6" QUARRY TILE PER SPEC IFICATO EN OE NOSE TILE) R� IN KITCHEN HAVABRASII 6. CERAMIC MOSAIC TILE PER SPK3FICATION 7. REFER TO BAR DRAWINGS SHEETS 8 -1 THRU B -4 FOR CURB AND STEP DETAILS 8. 6" QUARRY TILE BASE DORSET ON COOLER/FREEZER WALL WITH EPDXY ADH . REFER TO STANDARD DETAIL SD -38.1 _ 9. IN COOLLERR/FFREEZ RPARER SPECIFICATION SETS (100* OF TILE TO HAVE ABRASIVE FINES) 10. REFER TO STANDARD DETAIL SO-33 FOR CURB AT HOOD WALL 11. MARBLE THRESHOLD 12. REFER TO STANDARD DETAIL SD -34 FOR ALL AREAS WHERE CARPET ABUTS TILE 13. REFER TO STANDARD DETAIL SD -44 14. TERMINATE QUARRY TILE BASE 15. EXTEND QUARRY TILE BASE TO INSIDE CORNER 16. WOOD BASE 17. SEALED CONCRETE rr AN Neighborhood GrUI & BQ 17790 SOUTH CENTER PARKWAY TUKWILA/ WA JOB #: 94220 tnr axr.Ier.t. Ina all ptal. epMSccVoa ,el.e dike .Ma.neean cordoned therein. ere to ..thee Ira, 4, d1 OCIIERNAllateL. the. assess am h Yew t dal � Oa'�"�"O.a =all. earn Pet MMM. ewer deev.weM• I. Se IMannaUaln co.taNd therein MI N tooled. , t'*ee4 aler at r tb methodic/Mt core dt° b � ° .�flCO 1Ml l t. st th. oho:: e4tdn canuM erlt[OLfl tfTmShlONt. O.C. rile npdWr sa'ttsd bM, 1Mw axnw.we. pInd0111.4 M nenWMS1mtaL sc. aM Inq era N wddsaa del�pyaa i0MmA 11" ..WIN wIMM tatNM of tiaa: a ..e..Q t. e4C T,. n /xw.MMI ana ae apy N N t11wI,IIe to roouew* OIYwsflONl SIC' ijp t Ib gatlM • wpuetrs etdbanottu. s c. ® Tool Aria Group Architects Inc. ! zIr Effi 1100 *Int Lake SE Suite 140 [L) Ook Paik. gpnot9 601301 r7.771 r.73 700445.8400 `it_J Ij For 708.443 1788 BID DATE: 'REVISIONS A PEW D3 /D /a A9 DECEMBER 15. 1994 7 Ea 26 n n 11 tt II II II II 11 11 U U Ea 10,2) 11.5 1 9)(12 0 e 11:1111? t< 0 EXISTING HEAT PUMP 26 EXISTING HEAT PUMP - -1 EXISTING RIDGE 4-, ROOF PLAN 1/4't =1' -0" z 0 m 26 m m 9 26 f, yv 4 26 I-EXISTING SMALL I I AC LCOILJ -1 EXISTING )NDENSOO J EXISTING RIDGE _1_ 1 EXISTING HEAT PUMP EXITIN EXH USG T FA J EXISTING EXHAUST FAN 1- 0 z ul w 0 11 C!IY OF T' ",,;,'!LA MAR 2 0 1SA5 AS With BUILtYNG UIV1:10■ EXISTING, z LL IEXHAUST H & FAN ! i_ _i_•_•_•_i_i_ _•_•_ :_•_:_•_..::...::•. o i�i�i�i�i�i�i�i� cc RECEIVED crtv OF TUKWILA MAR 0 3 1995 PERMIT CENTER E3t14 p 0435 GENERAL NOTES; 1. G.C., STRUCTURAL AND HVgC CONTRACTORS TO COORDINATE WITH SHEET 14-1. . CONTRACTOR TO INSTALL SADDLES ON UPSLOPE SIDE OF ROOFTOP EQUIPMENT AS REQUIRED. 3. REMOVE ALL EXISTING ROOF TOP EQUIPMENT AND PATCH OPENINGS WATERTIGHT. . SEE DETAILS 11 & 12 / S -5 FOR PARAPET BRACING. NOTES 1. OAS UNE AND SUPPORT, REFER TO 2. SHEET HEATER FLUE 3. INSTAU. TAPERED INSULATION TO PROVIDE POSITIVE SLOPE TO SCUPPERS 4. GALVANIZED METAL LEADER HEAD AND DOWNSPOUT TO STANDARD DETAIL SD -36.1 5. ICE MACHINE CONDENSERS ON CURBS REFER TO STANDARD DETAIL SO -26, P TTOR NSTAUEO BY G ERAL CONTRACTOR 6. NOT USED 7. AWNING AND FRAME B. ROOF TOP UNIT 5 9. ROOF TOP UNIT 2 . 10. ROOF TOP UNIT 3 111.. R OF TOP UNIT 1 13. MAKE -UP AIR U IT 14. ROOF WATCH 15. HOOD EXHAUST FAN 1 18. HOOD EXHAUST FAN 2 17. PENETRATION THRO ROOF FOR OAS 18. WALK-IN COOLERS AND FREEZER • COMPRESSOR / CONOENSERS (3Z ON CURBS REFER TO S ANDARO OETAII SD -26 CURBS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR 19. RESTROOM EXHAUST FAN 20. DISHWASHER EXHAUST FAN 21. . . UNE TO ROOF NOT USED 23. NOT USED 24. VENT, SEE SHEET P1 25. UGHT FIXTURES, SEE SHEET E -3 28. ROOF WALKWAY PADS NOT USED 28. NOT USED 29. OT USED HATCNINO DENOTES NEW ROOF TO MATCH EXISTING - SLOPE TO SCUPPERS. 31. GREASE CONTAINMENT SYSTEM: GREASE GUARD INC. 800- 284 -8273 32. (PROVIDED COORDINATE PENETRATION FOR S REFRIOERANT UNES WITH INSTALLER 33. APPLEBEE'S SIGNAOE- SEE ELEVATIONS SHEET A2. 34. INFIU. ALL HOLES IN OECKINO AS NECESSARY W/ MATERIAL TO MATCH EXISTING. EXISTING ROOF TO REMAIN - PATCH HODS & FLASH NEW PENETRATIONS. MffaN Neighborhood Grgl & &r 17790 SOUTH CENTER PARKWAY TUKWILA, WA JOB #: 94220 CM ••v° n°Cwuo° ewe W < MM S •0p a , p,O nt• •n . U Y,.t M .n° O,. en M M flM.r t„ Soon. fl M •44 0 *tE sowe t•.• documents ce• POP Ns ropro°•d.l• CpWw l .M• M NIIbM MN* elision .°tt•n se p 4 pP c,n*'Nt[A11flis S INC t+• sw• ffiCen.ntw •p 0 M• yams r a• ontIns wn °ie °ewer na a w.e e. ewyp .neat ,M tp,N. w<ttM CpWM oM WRt84'y 4TE sfl Nw&. °IC .popes iN+ER diola COsc. WIb . flsta .tpttem wi[pw.nant..tc. © 9.4 Arta Group Architects Inc. II ! _ ?too wow Lake St. Suite 140 t' Oak Pate, Winds 60.!01 i 7O&445.8400 I:" E . :riot!: 1788 BID DATE: EVISIONS At PERMIT 03/02/95 A10 DECEMBER 15, 1994 4• ROUND STD, PIPE SLEEVE, V LONG, THREE REQ'D, CUT LENGTHWISE AND EXPAND OR SPLIT AND WELD BACK WITH SPACERS AS REQ'D TO SLIDE OVER 3 1/2' 0 PIPE, WELD BOTTOM SLEEVE TO PIPE AT BOTTOM ONLY. 1x6 REDWOOD BOARDS h CARRIAGE BOLTS m 1 2'x2'x3/16' ANGLE FRAME Zr TOP OF PAVEMENT_ O J TOP OF FOOTING_ 6' ROUND FOUNDATION SLEEVE, 2'-0 1/2' LONGS 1 GATE HINGE ELEVATION 1 1/2' =1' -0' 3 1/2' ROUND STD. PIPE COLUMN 10' LONG 1 ROD GATE BOLT 1' ROUND SOLID STEEL (TYPICAL) 2'x2'x3/16' ANGLE NOTE' GATE BOLT TO BE OPERABLE FROM It EXTERIOR :.. FIELD VERIFY WITH OPENING 2'x3'x3/16' PLATE WELDED TO FRAME TOP ND BOTTOM 1 1/4' O.D. STEEL PIPE WELD GATE BOLT TO GATE FRAME PROVIDE 1 1/4' ROUND-' HOLE x 2' DEEP IN CONC. SLAB TO RECEIVE GATE BOLT AT CLOSED & FULLY OPEN POSITIONS HINGE SIDE 1 1/8' WIDE x B' LONG SLOT CUT IN PIPE PAINT ALL SURFACES OF GATE FRAME QUANTITY TO BE FOUR 3 GATE FRAME ELEVATION 1 1/2' =1' -0' 4' CMU 3 1/2' DIA. STD. PIPE COLUMN, GROUT INTO 6' 0 FOUNDATION SLEEVE, 2' -0 1/2' DEEP 2'x2'x3/16' ANGLE GATE FRAME (PAINT) SECURE BOARDS TO GATE FRAME WITH CARRIAGE BOLTS 2'x3'x3/16' STEEL PLATE 2 HAND DOOR HINGE PLAN 1 1/2' =1' -0' 2 x TOP NAILER ANCHOR TO MASONRY WITH 1/2' ROUND ANCHOR BOLT DO NOT INSTALL COPING CAP UNTIL COOLER ROOFING HAS BEEN INSTALLED BY OTHERS SHEET METAL CAP FLASHING - PAINT a 1' -0' CMU BOND BEAM 2 COURSES BRICK ROWLOCK SOLDIER COURSE NOTE' SOLDIER AND ROWLOCK COURSES TO BE BRICK NO. 2. BRICK BELOW SOLDIER COURSE TO BE BRICK N0. 1 4 WALL CAP © TRASH ENCLOSURE 3' =1' -0' A 3 1/2' DIA. STD. PIPE COLUMN, GROUT INTO 6' 0 FOUNDATION SLEEVE, 2' -0 1/2' DEEP 2'x2'x3/16' ANGLE GATE FRAME (PAINT) PROVIDE LOCKING TABS AT CENTER OF FRAME TO PERMIT PADLOCKING FROM INSIDE 1 1 /2'x1 1/2'x3/16' STO WELD TO RIGHT FRAME SECURE BOARDS TO GATE FRAME WITH CARRIAGE BOLTS • NOTE' GREASE PIPE HINGES ON GATES PRIOR TO INSTALLATION. 2'x3'x3/16' STEEL PLATE 5 GATE HINGE PLAN 1 1/2' =1' -0' bqq-o(435 • . 4 CITY OF TUKPWIIA APPROVED MAR 2 0 1995 AS NUI LU BUILD ING DIVISION CITRECEIVED ETTUKILA MAR 0 3 1995 PERMIT CENTER NOTES C O L O R K E Y RIVERBOAT TRITON GREEN OLYMPIC 709 e N ,-- ,.""4-t- °c- Nelgtbc rood ell & Ba 17790 S. CENTER PARKWAY TUKWIL_A, WA 408 #: 94220 mr OOeaO.M. OOa d otM .-dlatL awa ouse MOn,10Uaw COSIONW OMnM. M U,A Meyny M A/PIA;BK0 ocattiel by MC. Oa ma111r1MO w ACti,W OW 00010�W O1 fOO M UiS OW M eaaae as OOM,a NOM Oee,w,i.a a OM Avaw,ebaw""' ee- OOMC :, uhrVCIM rlp$ 00 Oapwe. ,�toaues4 a 410 w,OO f�0a CONSt11'tlLigMC /�IlOipl � MIMIMflIMIL.� 01C.' w wavaaa. OOvaA t aW a 444a,ROa OAl,aA aM.e �e1,va�ra MRmNno,N�. M0. le" M"'�" ,AO,OOA„1W Of OOM' IOe,A,1� OIM OM11� a OIL APPtLti n Imt a1aNL. Mt t, no, Aria Croup Architects Inc. MO Nest Lake St Sidle NO GA Pam Owls 6030? Awes= s= fax 7 445 ►788 All DECEMBER 15, 1994 a i 18' -9 1/2" thi N 3' -7 1/2" ICE CREAM STATION DIPPERWELL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STEP 1 ' 0 0r —nP-°F 4 COMPARTMENT SINK BLENDER STATION DRAINBOARD ICE BIN W/ DOUBLE SPEEDRAIL W SHELVES BELOW r SPEEDRAILS HANDSINK COOLER/ vs- NOTE: 2 1 /2" DIA. HOLE IN CORIAN BAR TOP FOR POWER AND DATA LINES. EASE EDGES OF' CUTOUT. DRAINBOARD BOTTLE COOLER MUG FREEZER • a 4 3/4 "4. 2' -2" 1 BEER LINE STUB /P1 &P4 LINE OF BAR OP ABOVE 6' -8 1/2" 6' -11 1/2" ■ 2' -2" 18' -0" BAR DIE WALL PLAN 1/2" =1' -0" STAINED GLASS PANELS IN N DRAINBOARD in POS /CRT a POS /CASH DRAWER 4 3/4" POS /PRINTER POS /CRT 3' -10" 1/2" BY G.0 . /SPEC. (2 REQ'D) BRASS WAITRESS RAIL LINE OF BAR DIE WALL BELOW 0 ∎ i BEER /WINE TOWER CORIAN TOP POS (BELOW) 1 Ir 0 NOTE: G.C. TO COORDINATE THESE DRAWINGS WITH KITCHEN EQUIPMENT MFR. AND SHOP DRAWINGS PRIOR TO FINAL INSTALLATION OF EQUIPMENT AS SHOWN ON SHTS. B1 -84. (TYPICAL) AS INDICATED HANGER ROD LOCATIONS to M II / HINGED DOOR J SHELF © SLIDING DOORS HINGED DOOR SLIDING DOORS SHELF HINGED DOOR �"-- T.V. (BY OTHERS) 9 3/4" UPPER BAR PLAN 1/2" =1' -0" URE /ELEC. (TYP.) 9 3/4" INDICATES NUMBER OF SHELVES IN UPPER CABINET 20' -3 1/2" BAR TOP PLAN 1/2" =1' -0" 8414-0y35 UPPER BAR SOFFIT 1/2" =1' -0" CITY OF TUKI'WILA APPROVED tIAR 2 0 1995 AS NUPE BUILDING DIVIS:O: WY OFT UEKWIU► NAR 0 3 1995 PERMIT CENTER NOTES 1. ALL DIMENSIONS ARE TO FINISH FACE 2. STEM WALL CONSTRUCTION PROVIDED BY GENERAL CONTRACTOR INCLUDING CONCRETE CURB, WOOD WALL FRP FACE, BEAD BOARD FACE, AND TILE BASE AND STEP FINISHES: 1. BAR TOP: 3 COATS GLOSS POLYURETHANE VARNISH 2. BAR RAIL: 3 COATS GLOSS POLYURETHANE VARNISH 3. ALL RED OAK: 2 COATS GLOSS POLYURETHANE VARNISH 4. BEAD BOARD: BENJAMIN MOORE 241 -89 AND 2 COATS SATIN POLYURETHANE VARNISH S. CORIAN: SIERRA SAND 8. UNDERSIDE OF BAR TOP: 1 COAT GLOSS POLYURETHANE VARNISH • \ \lll. AN roe; a c`e t • - -P- - Neighborhood G1r0 &Oc 17790 S. CENTER PARKWAY TUI<WIL_A. WA JOB #: 94220 No *cia t s4 di pow oselasorde easy wireptiat walla/ ISIS en the soda Waft al Mend eeesPia Sou ON Dint SS ON Ord *Can, IN OVI pc.ntolmd au.M .m be cowe..ropa�"w. w en • dw1�q 'p11�"Kppr�/�1M�dM,ptl��0pg�r d IPi{�TYa -61 M IM U" iarw1ltM arte a"'I1POtL tt we0�'wA1�M110114���7 'elt �wmbKtlpYL .o Ito nos ro Camay w,amwnaw. wc. ® SS Aria Group Architects Inc. ® two N••• Lae St Sidle 140 00 pant mhmb 6+001 7004468400 fax 7010145 1788 BID DATE: REVISIONS LA PERMIT 03/02/95 B1 DECEMBER 1S, 1994 ■ • 19' -5 1/8' OAK (UPPER BAR) 1 N "V 111 u STAINED GLASS PANELS BRASS WAITRESS RAIL (BY G.C.) OAK t t r BEADED CEILING OUARRY TILE BASE AND STEP 20' -3 1/2' 1 RIGHT SIDE ELEVATION 1/2" =1' -0" 111 CORIAN RAISED RED OAK PANELS (TYPICAL) �I CI IJ 1 3 LEFT SIDE ELEVATION 1/2"=1'—O• sq4 O435 BRASS WAITRESS RAIL (BY G.C.) 9' -0' tv 111 D 41 Q 41 CORIAN 3' -0' 11 IJ 11 9' -10 1/2' 2 REAR ELEVATION 1/2" =1' -0" 9' -0 111 T.V. LI OA OPENING FOR T.V. 20 3/4" W X 18 3/4" H (VERIFY SIZE) SUPPLY SIDE FILL —IN PANELS IF REO'D 10' -0' 4 FRONT ELEVATION 1/2 " =1' —o" LINE OF TOP t" 1/2' ABOVE RED OAK CAP BY G.C.) CUT TO FIT AFTER BAR TOP INSTALLATION 3' -1" 5 JAMB 0 ENTRY • 3" =1' -0" CITY OF TUKWILA APPROVED MAR 2 0 1995 AS NuitU BUILDING DIVISION TlTY OF TU °NW ILA MAR 0 31995 PERMIT CENTER SERI REGISTERED �MMW;amYOnTT NOTES 1. AU. DIMENSIONS ARE TO FINISH FACE 2. STEM WALL CONSTRUCTION PROVIDED BY GENERAL CONTRACTOR INCLUDING CONCRETE CURB, WOOD WALL FRP FACE, BEAD BOARD FACE, AND TILE BASE AND STEP. FINISHES: 1. BAR TOP: 3 COATS GLOSS POLYURETHANE VARNISH 2. BAR RAIL: 3 COATS GLOSS POLYURETHANE VARNISH 3. ALL RED OAK: 2 COATS GLOSS POLYURETHANE VARNISH 4. BEAD BOARD: BENJAMIN MOORE 241 -59 AND 2 COATS SATIN POLYURETHANE VARNISH 5. CORIAN: SIERRA SAND 8. UNDERSIDE OF BAR TOP: 1 COAT GLOSS POLYURETHANE VARNISH (1 • I; ( -- 1 • :. Nolgtottood QV Bat 17790 S. CENTER' PARKWAY TUI<WIL.A. WA JOB #: 94220 t moaeeu�r a obr. F Ake itroeb aaaa aaal W =err Si ft- MOteM COSI CMS la 011 CCOIPS, u aa" �Orultale ..w°ao"'eeir'��"e�ad`"°.'aa se. +�a r+oa .....— ra A w siawnaa a"assea corm le a Dears ao •rJL nsa B ua Aria Group Architects Inc. BID DATE: ,,x Mot Lake St Suite NO ta�8, /b+ 701144S ,7a REVISIONS s PERNfl 03/02/95 B2 DECEMBER !8. 1994 t0 0 e 0 J 1' -7 1/4' 1 SECTION 1 1/2•=l' -O' NOTE THIS DIMENSION FROM THE TOP OF QUARRY TILE TO TOP OF BAR RAIL IS THE CRITICAL DIMENSION WHICH MUST BE MAINTAINED. GENERAL CONTRACTOR TO VERIFY THICKNESS OF BAR TOP WITH BAR MANUFACTURER TO ENSURE CORRECT DIMENSION FOR HEIGHT OF DIE WALL 2' -O' M 20 ■ 0 e 0 0 6' 1' -7 1/4' 2 SECTION 1 1/2•=1' -0' 2' -1 1/2' 3 3/4' 3/4' N 9 3/4' 11' 4 3/4' SLOPE TO DRAIN El En • M 20 1' -7 1/4' 3 SECTION BRASS WAITRESS RAIL BY G.C. /SPEC. RAIL TO CLEAR CORIAN BY 1 -1/2' BEER TOWER BY EQUIP. CONTR. 111 HANDSINK AND II INTEGRAL CHASE BY EQUIP. CONTR. LI 1 1 L 1 Ti 1 1 1 1 I I 'SLOPE TO I mouri 3/4' , • 3/4' •GT- 0435 5 SECTION 1 1/2•=1' -0' 6 SECTION 1 1/2•=1' -0' PVC BEER CHASE 1 1/2' =1' -0' 0 0 17 NOTE' PROVIDE 1/2' THICK CORIAN EDGE AT OAK TRIM RETURN. MATCH PROFILE OF OAK TRIM AND SEAL ALL EDGES WITH SILICONE 0 0 SST GRATE FOR DRAIN RECESSES BY BAR EQUIP SUPPLIER NOTE! CAVITY BEHIND STAINED GLASS SLOPES DOWN INTO THE LOWER CORNERS OF THE GLASS 6' 1' -7 1/4' 4 SECTION SLOPE TO DRAIN NOTE! ALL WOOD MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER. SECURE TO CONCRETE WITH EXP. BOLTS AT 24' O.C. 7 SECTION 1 1/2' =1'-O' m 1 1/2•=1•-0' m • RECESSED AREA FOR DRAIN GRATE, FABRICATED FROM CORIAN IN LOCATIONS AS INDICATED ON SHEET DI. DRAIN GRATE BY EQUIP. SUPPLIER 2' -1 1/2' e 1 1/2' n N L. La W 3/4' 3/4' m 1 MIL MVV VARMM',tn" 9 3/4' 0 m tn 11 11 11 11 11 II 0© 11' 30 • • 6' , 3/4' 4 3/4' 1 1 1 • 8 SECTION 1 1/2•-1' -0' CORIAN ® BEER TOIPER NO SCALE 3/4,4, 3/4' 9 6 1/2' L SECTION 1 1/2' =1' -0' • 10 SECTION 1 1/2' =1' -0' 11 SECTION 1 1/2' =1' -0' UNDER BAR EQUIP. AND PUS SYSTEM BY OTHERS 1 1/4' X 1 1/2' X 12' STEEL PLATE BAR TOP ANCHORS e APPROX. 32' O.C. (PROVIDED AND INSTALLED BY BAR SUPPLIER). GRIND SMOOTH ALL EXPOSED EDGES. CSK SCREWS TO DIE WALL CSK SCREWS UP INTO BAR TOP TOP OF DIE WALL 1 ANCHOR BRACKETS NO SCALE 1 SLOPE TO DRAIN CITY Of TV :MA APPROVED ?OAR 2 0 1995 AS NOTE244 BUILDING DIVISIO, NOTES L OAK CROWN MOLDING 104SCH G USED IN GENERAL RUCTION 3. ACCESS PANEL TO LIGHTS 4. PAINT INTERIM OF LIGHT HOUSINGS HITE 9. BEADED CEILING (DARK STAIN FINISH) 6 3'w3'wl/8' STEEL PLATE 7. I1( WOOD BLOCKING CONTI a ANGLES 8. Mt BLOCJ(ING NAND i S AT BOTTOM OF ROOF JOISTS WITH 1/2' ALL - THREAD RODS. PROVIDE 81/481/4114' STEEL PLATE WASHER AT ANGLE �9. SiP ORT (S INAIL 5 ON SHEET 84) 10. 1/2' RED OAK PLYWOOD 1L 3/4'46' SHELF 12. 3/4' RED OAK PLYWOOD 1a Iw2 RED OAK TRIM 14. CEILING WOOD GLASS RACKS, REFER TO OCTAL ON SHEE 16. LIGHT FIXTURE PER ELECTRICAL REFER TO SHEET B -1 FOR LOCATION 17. STAINED GLASS l8. 1/RADI4' 0 PLYWOOD SOFFIT, CURVED ON US 19. lx RED OAK TRIM 20. Ix RED OAK TRIM, MOLDED EDGE 21. 1' DIAMETER MOLES a 3' O.C. BOTH WAYS 22. PLYWOOD CAP SOLID STOCK EDGE e3. 3/4' RED OAK PLYWOOD VZTH RED OAK SCUD STOCK EDGES 24. KIV 4259 STANDARDS AND 1239 SHELF SUPPORTS, LET INTO 3/4' PLYWOOD 25. 11( RED OAK BOTTLE SHELF AND SUPPORT 26. 1/2' THICK CORIAN TOP, 3/4' St= BED JOINTS WITH SILICONE SEALANT 27. LAMINATED RED OAK WOOD TOP 28. RED OAK EDGE 29. QUARRY TUNE 30. I/2' CONCRETE BACKER BOARD (DURUM 31. PLYWOOD AT BARTOP BY BAR SUPPLIER 32. 3/4' PLYWOOD 33. FRP. BOARD 34. CONCRETE CURD, REINFORCE WITH 8• LONG 13 BARS AT 24' OC. VERT. (DOWEL INTO SLAB) AND 2 13 BARS HORIZONTAL CORIT. 35. 2x6 FRAMING AT STEP 36. SEALANT (SILICONE) 37. RAISED RED OAK PANEL 39 MINIMUM 16 GA. GALV. HAT CHANNEL BY BAR SUPPLIER. APPROX. 5 1/2' WIDE X 1/2' NIGH. SPACED APPROX. 16' 0.C. 21(6 BLOCKING AT BRASS WAITRESS RAIL PP a T 39. 4 CARPET 42. V8' KYDEX PLASTIC SHEET, SEAL EDGES WITH SILICONE NOTES' 1. ALL DIMENSIONS ARE TO FINISH FACE 2. STEM WALL CONSTRUCTION PROVIDED BY GENERAL CONTRACTOR INCLUDING CONCRETE CURB, WOOD WALL FRP FACE, BEAD BOARD FACE, AND TILE BASE AND STEP. FINISHES! 1. BAR TOP' 3 COATS GLOSS POLYURETHANE VARNISH 2. BAR RAIL. 3 COATS GLOSS POLYURETHANE VARNISH 3. ALL RED OAK' 2 COATS GLOSS POLYURETHANE VARNISH 4. BEAD BOARD' BENJAMIN MOORE 0241 -59 AND 2 COATS SATIN POLYURETHANE VARNISH 5. CORIAN! SIERRA SAND (1 Nelfftborhood C;r® & Bar 17790 S. CENTER PARKWAY T LJ K W I LA , W A JOB #: 94220 !hb taaint a.e to St Cedeeab lSSd otMt wctml seta. ea as ileama% ew g_____3 a see,Otee bl lee b beet eeo M W t_uoe uel e,wha ena Dec vso a 0y Mfaw,eller X1011 $4 mtttln .m Ise to,ie0. t to&aad o, Aww/e the apl wa_-t40 W S seaw,eeb $ ae ~�'w10eu lY 'c• ai ihad' M� °'a art e. arlewtn' 00i ' ila1(t. e. •cuem «neanaw. m © too* Aria Group Architects Inc. Ottt BID DATE: t100 Fast Lobo St Suite 140 0/X Pom wo ob 80301 709443.8400 Fox 708445 1788 REVISIONS iimmosics 03/08/95 B3 DECEMBER 15, 1994 lx RED OAK BOTTLE SHELF - RED OAK SLIDING DOORS l FRP BOARD 1 REAR ELEVATION 3/4' =1' -0' 11 RED OAK SLIDING DORS Hccif SIM. 1 TV BY OWNER PROVIDE 20 3/4' W x 18 3/4' H OPENING (VERIFY TV SIZE) RED OAK SLIDING DOORS RED OAK HINGED DOORS 1/2' ALL - THREAD RODS TO STRUCTURE (TYPICAL) RED OAK HINGED DOORS RED OAK SLIDING DOORS RED OAK SLIDING DOORS PROVIDE Dl V;DER IN SHELF AT DOOR CENTER LINES WOOD GLASS RACKS --� SEE DETAIL THIS SHEET R 3' -7 1/2' BEER TOWE NOTE' PROVIDE VENTILATION OPENINGS IN TOP OF CABINETS ENCLOSING TELEVISIONS l lx RED OAK BOTTLE SHELF 1 NOTE! PROVIDE LOCKS ON ALL CABINET DOORS 1/2' ALL-THREAD RODS TO STRUCTURE (TYPICAL) RED OAK HINGED DOORS RED OAK SLIDING DOORS TV BY OWNER -' PROVIDE 20 3/4' W x 18 3/4' H OPENING (VERIFY TV SIZE) lx RED OAK BOTTLE SHELF — 1 1 FRP BOARD 111111111 1 I I 1 111IIII1_ L 3 FRONT ELEVATION bq 3/4' =l' -0' • 0 O'435 FRP BOARD QUARRY TILE BASE 1111111 I1' 1 1 1 2 LEFT SIDE ELEVATION 3/4' =1' -0' TYPICAL' INSTALL STOPS IN ALL GLASS RACKS 2' FROM CUSTOMER SIDE (RIGHT SIDE SIM.) 1/2'x3' 1/2' x 2' TYPICAL GLASS RACK MEMBER NOTE' BARTENDER SIDE SHOWN 4 WOOD GLASS RACK DETAIL 1 1/2' =l' -0' 1 EXIST. PURLINS 1/2' ALL - THREAD HANGER ROD W/ 1/4' PLATE WASHERS ;�3/e' LAG BOLTS (2)2X8s ov—STL L BRACKET 5 HANGER RODS ® BAR JOIST N.T.S. CITY OF TUKWILA !'Y1Y( vLU MAR 2 0 1995 AS NOILD BUILDING DIVIS101 RECEIVED cm OF TUKWILA MAR 0 3 1995 PERMIT CENTER NOTES 1. ALL DIMENSIONS ARE TO FINISH FACE 2. STEM WALL CONSTRUCTION PROVIDED BY GENERAL CONTRACTOR INCLUDING CONCRETE CURB, WOOD WALL FRP FACE, BEAD BOARD FACE, AND TILE BASE AND STEP. FINISHES' 1. BAR TOP, 3 COATS GLOSS POLYURETHANE VARNISH 2. BAR RAIL' 3 COATS GLOSS POLYURETHANE VARNISH 3. ALL RED OAK' 2 COATS GLOSS POLYURETHANE VARNISH 4. BEAD BOARD BENJAMIN MOORE 0241 -59 AND 2 COATS SATIN POLYURETHANE VARNISH 5. CORIANI SIERRA SAND Neighborhood Gd1aeQ 17790 S. CENTER PARKWAY TUKWIL_A, WA JOB g: 94220 Iyb1/M.nAn.pe�inta pnl .1 P101.. IP Fazo111► pc �POt0 cn 011pOg10MI1 ,c 1'mus. a MM.p ��' d it=01Meee�p�00 b, 1011 MbiM wd Ott e.a jo 1 as n.1b. visa ex.eS, d b1. e..1 sH uN_ .o s e0P1M. rane.4 a 010x.00 1b r.pe00t01. beWbeansi � i" bNINC ralealMeriaind NW t . ti se 6a War r 4caacwn 0110 aim upon tto• a MMppd�n°' M0. MIpbM1ia 0c' :Cal IM0.81rb KPtfou, 001IbY0101w. 0C © moo Aria Group Architects Inc. E 1100 Nest Lob St Sults 140 Fri Oak Pork Illinois 7004454400 WA Fox 700449 1788 BID DATE: $EVISLONS PERMIT 03/02/95 B4 oCC0113E9 Is, 1994 4 4 SD 2.1 FACE OF BEAD BOARD 0 .--1 0• BEADED CEILING 'BEAD BOARD' PINE (STAIN FINISH) CROWN MOULDING RED OAK (CLEAR FINISH) NOTE1 STAIN BEAD BOARD PRIOR TO INSTALLATION BASE MOULDING RED OAK (STAIN FINISH) SIDING AND TRIM PROFILES BAIN inn SEALANT AFTER FINISHES COMPLETE ROUND EDGES WITH ROUTER 1 x RED OAK TRIM (CLEAR FINISH) cu 1/2' GYP, BOARD 1/2' PLYWOOD BEAD BOARD/ SD -2.1 2x4 BLOCKING CONTINUOUS �� 2x4 @ 16'O.C. MAX. WOOD BASE/ SD -2.1 SD - 4 tWAINSCOT DETAIL nver ROUND EDGES WITH ROUTER 1 x RED OAK TRIM (CLEAR FINISH) N BRASS & WOOD RAIL/ SD -40 BEAD BOARD/ SD -2.1 2x4 @ 16•0,C. MAX. 2x4 CONT. BLOCKING WOOD BASE/ SD -2.1 CARPET I I £Cb c b 0. 11 1 EXISTING CONCRETE SEE STRUCT. SHEETS SD-6.1 RAI -SED 5' CONCRETE SLAB ON 6 MIL VAPOR BARRIER ROCK FILL LOOR @ LOW WALL STAIR SKIRT ROUND EDGES 1/4' HEADBOARD SEALANT AFTER FINISHES COMPLETE COLUMN/ SD -9 BRASS HANDRAIL BASE WOOD & BRASS RAIL/ SD -40 EXTEND HANDRAIL WHERE INDICATED ON PLAN to 0) W N SEALANT AFTER FINISHES COMPLETE 1 c ' I! 1 2 1, II 4 iIIij ,. ilttti 'swore- '• i 1x RED OAK TREADS, RISERS NOSING AND SKIRT (STAIN FINISH) SD 7 0 3/4' STEP LIGHT/ ELEC. 5' CONCRETE SLAB ON ROCK FILL sue -■_�m45.■■111%* � /8. 08 0ragh88�n °8�c EXISTING CONCRETE SEE STRUCT, SHEETS 6.2 tRAISED FLOOR ® STEPS • a 0 1 M • 12 LE '`1 1/8' fi II AT TWO MIDDLE +� SUPPORT BRACKETS 11111111,11111111111111111 LOCATE 3/4' X 4 -1/4• RED OAK ON BOTH SIDES VERTICAL TRIM 4' -7 1/2' 4' -7 1 /•• AS INDICATED OF RAMP Ih t7 E RAMP & SLOPED RAIL L VEL TYPICAL RAMP ELEVATION 1 /4•el' ■0' COLUMN/ SD 9 BRASS & WOOD RAILS/ SD -40 RETURN RAIL TO WALL W/ SWEEP EL AND WALL FLANGE 3' -1' 4 BRASS HANDRAIL CONCRETE RAMP VARIES „.......›” (1112 SLOPE) 0 SPECIAL INTER- MEDIATE BRKTS W/ 3 1/2' PROJECTION —� 1X4 RED OAK VERT. TRIM, SEE ELEVATION CARPET 4 00 ° a 44 sd °a 4' -2 3/4' SD -6.3 RAISED FLOOR CO RAMP rerse qtj e6435 • COLUMN/ SD -9 1/ 2' WIDE ABRASIVE S PER SPEC. RI 'S BRASS HANDRAILS J RETURN TO SUPPORTS W/ 90' SWEEPING EL cm AND WALL FLANGE EXTEND HANDRAIL WHERE) INDICATED ON PLAN ONE SIDE AT EACH STAIR NOTE SD -6.4 , 11; � L. J SEE SHEET Al FOR VARIATIONS IN COL. LOCATIONS AND STEM WALLS PLAN CO STEPS rer-Ir lx RED OAK TRIM CLEAR FINISH 1/2' PLYWOOD a TUBE STEEL COLUMN PER STRUCTURAL PLANS OAK RAILS AND BRASS FITTINGS PER SD -40 I WHICH 3/8' 1 8 3/4' 3/8' NOTE1 FOR SOLID OAK BOARS 8' WIDE OR GREATER, CONTRACTOR DET ERMINES MAY BE SUSCEPTABLE TO TWISTING, CONTRACTOR SHALL CUT SAW KERFS IN BACK OF BOARD AS REQUIRED TO REDUCE TWISTING FORCE. EMBED WIDE BOARDS IN ADHESIVE BEFORE NAILING. SD -9 9 1/2' BAR DINING SIDE INTERIOR " FALSE" tepee G.C. TO INSTALL COAT HOOK AT EACH COLUMN ON BAR DINING SIDE PER SPEC, MOUNT HOT. AT 5'-6' COLUMN CONTINUOUS HINGE FOR ACCESS TO CAVITY 1' -6' WALL LINE CUSHION BY OTHERS 3/4' PLYWOOD OAK TRIM AT PLY ' ■' EDGE BEAD BOARD 2X4 FRAMING STANDARD WOOD BASE SD-7 BENCH DETAIL 1 t/iret' -O' ROUND EDGES WITH ROUTER 1 x RED OAK TRIM (CLEAR FINISH) SEE TYPICAL NOTES/ SD -6.1 SD-10.1 LOW PARTITION ROUND EDGES WITH ROUTER 1 x RED OAK TRIM (CLEAR FINISH) 1/2" N 2x4 BEAD STUDSARD CITY OF PPPRO ED MAR 2 0 192 AS NOTE BUILD: ;G DIVI;;ICN RECEIVED OTT OF TUKWIU1 MAR 0 3 1995 PERMIT CENTER SD-10.2 LOW PARTITION s \I" \ \II - kiktN - L•, y).11aTrilliffCCAUP3NIYM, Neighborhood GfM & 8CT 17790 S. CENTER PARKWAY T U 4^G W I L_A ,' W A JOB #: 94220 • nut ems*. Cm an pens. k.CMCCUfl MSS women* tame W t1,.nK ail UI..n ltal Mi r o d 06111.1.0 aS aeepb0 by you N WI OW 011 Ih c tenets, Not Mite tin °ot1.n.1f Or 0o (llt �' Cent0 n d than .0 b. agMO, • er r�on W eepl nKa �e u1c� 9.0 .I4na1C1O"'ean�••.�•�"•�'1a a .am"NOMrae• at IM 0..100 „aw-n.0 .r e1..• Oee,w1.10. OM )411b M W AWPP 1:Inf1 2BppQ b I eenli.b. 7 1� p pRY RlM [WIttC. tM °.. N7 lt t Oyy. * pn 11 b w fbO o ApptLR-0 snteavu. NC. O 100. Aria Group Architects Inc. '`, ��Poi* take 61' 140 p.o, 419 1789 BID DATE: EVISIONS DECEMBER 15, 1994 1 1 to M f 1 2' -0' SD 0 N ADJUSTABLE SHELVES ON •285 KV RECESSED STANDARDS WITH 0886 SHELF CLIPS OAK WOOD VENEER CABINET ON 3/4' PLYWOOD, CLEAR FINISH (LOCKS ON CENTER CABINET) 3' -6' M08NT QSI gPTOFI NTERS -SEE SPECIFICATION MANUAL 2 1/2' 4' -6' PLAN — MEN 3/4' =1' -0' MIRROR 2, -0' 1/2• EDGE - WRAPPED VINYL TACKDOARD FULL- LENGTH OF EXTERWR WALL OF OFFICE. PROVIDE PRODUCT EQUAL TO CLARIDGE 411380EV IN 8220 ANTIQUE WHITE OR SIMILAR. PLASTIC LAMINATE TOP, BACKSPLASH AND EDGE CLEAR FINISH 12 SECTION @ OFFICE DESK 1 1/2' =1' -0• IIIIIIII111111111111111111I11111IIIIII111 V - ‘ 11 CROWN MOLDING PER SD -al GYPSUM BOARD W/ WALLCOVERING PER SPEC. 2 x 4 1' I (ABOVE BAR FLOOR) • • • • PLAN — WOMEN 1/2' THICK CORIAN TOP AND SPLASH (SPLASH AT ALL ABUTTING WALLS) r • • • CORIAN SKIRT LAVATORY/PLUMBING ~� INSULATE WASTE AND HOT WATER LINES 3/4' PLYWOOD BACK PLASTIC LAMINATE FINISH PLASTIC LAMINATE COVERED END BRACE AT WOMEN e O I SD--16 SECTION CO RESTROOM VANITY 1 1/2•01' -0• COLUMN PER STRUCTURAL PLAN 1/2' GYPSUM BOARD 1/2' PLYWOOD 1/2 • talk plardeval / i 0 0 seracerseAll it • / L A1tt4WJ FACE BRICK 1/2' RIGID SHEATHING 6' METAL STUDS WITH R -19 BATT INSULATION 1/4' lx RED OAK TRIM (CLEAR FINISH) ALUMINUM STOREFRONT FRAME W/ 1' INSUL. GLASS (CLEAR) 1/4' 1' AIR SPACE 1/2' PLYWOOD 4' METAL STUDS SEALANT aME JAMB BEAD BOARD ticralkIPM rafrOpp 14111— 4111 LINE OF FOUNDATION Y BELOW WINDOWS BELOW -SEE SHEET Al FOR LOCATION AT EXTERIOR. CHAMFER AT 45' BACK TO BRICK TYPICAL WINDOW DETAILS 3' =1' -0' 7 ROOF HATCH /SPEC, SECTION 07700 ROOFING AND COUNTERFLASHING T itiBE PROVIDED AND INSTALLED BY GIC SEE SPEC, 15650 1' -7' Ar 2' -6• 2' -10' 1 4 1 1' -6' / / STEEL LADDER' 2 1/2'x3/8' FLAT STRINGERS WITH 5/8' DIA. RUNGS. ATTACH TO WALL & FLOOR W/ 2 1/2'x1/8' 'L' SHAPED BAR BRACKETS BOLT LADDER TO WOOD BACK -UP IN WALL SD -19 1 3' -0' LADDER DETAIL 1 /2' =l' -0' 11111111111111111111111111111111111111111111111 CEILING AS SCHED. 2 x 10's CONT. AT HEADERS 1 x 4 RED OAK TRIM CLEAR FINISH oz-- c M 3/4' 4 1/2' 3/4' 1 x RED OAK TRIM COLUMN PER SD -9 SD-20.1 HEADER DETAIL 2 0 CUTOUT IN CORNER FOR CABLES 2' -6' PLASTIC LAM. TOP & SPLASH) CLEAR FINISH WOOD BELOW COUNTERTOP 3' CLEAR FOR CABLES'' k ROLLOUT SHELVES ON HEAVY DUTY FULL EXTENSION SLIDES <150 LB RATING) SHELVES TO HAVE 22' MIN. CLEAR WIDTH 1' -10' (U 'IIhtl IT FACE OF ROLLOUTS SD _ 22 OFFICE ROLLOUT DETAIL 1 1/2' =l' -0' 5/8' GYPBD OR MOISTURE RESISTANT GYPBD AT RESTROOMS SEALANT QUARRY TILE (CERAMIC TILE RESTROOMS) f I, HEADBOARD ON 1/2' PLYWD 1/2' CEMENTITIOUS BACKERBOARD ir a SEALANT �U ` • • CURB AT ALL TILE AREAS NOT INDICATED TO HAVE CONC. CURBS/ SHEET A9 TYPE OF SHEATHING, NUMBER OF LAYERS, AND FINISH MATERIAL VARIES PER PLAN SEALANT QUARRY TILE • CURB AT ALL WALLS INDICATED TO HAVE CONC. CURBS/ SHEET A9 1 1 1 ER PLAN ::•<� ..:•:•::•:•:•:.:•:•:•:•:•:<•:•:•:•:. • :•:•- • •- •- •=•= : "='• QUARRY TILE (U t1 SHT A9 2 LAYERS DUROCK AT HEADBOARD WALLS TRIPLE 2x TREATED PLATES W/ BOLT 2 x 4 OR 2 X 6 TREATED PLATE PER PLAN 1W/ BOLT SEALANT QUARRY TILE (U II1 RAISED CONCRETE CURB W/ 113x8' LONG DOWELS @24' O.C. AND 03'S TOP AND HOT. CONTINUOUS SD-24 3 URB DETAIL REFRIGERATION OR ICE MACHINE COMPRESSOR TO BE PRROHVID CA INSTALLED R`ETD P �) GALVAgECD GALVANIZED AND CAPACF LASHING 'PATE' TYPE ES -2 X 11' HIGH EQUIP. SUPPORTS. 9' LONG AT FREEZER\ COOLER CONDENSERS. 6' LONG AT ICE MACHINE TO BE INSTALLED AND AND PROVIDED BY HVAC CONTRACTOR (TYP.) MMEMMEMMEM uNUMEMEMENMUMMINMEMMENOMMMEN MOMiMMEMME else VERIFY R. Woos xr SEE STRUCTURAL DRAWN FOR DETAILS ROOF CURB SD-26 COMPRESSORS 1 1 /2'el' -0' 5/8' MOISTU RESISTANT GYP.BD. ,' 7 VARIES 2X4 OR 2X6 FRP FRP TRIM SD -27 VINYL WALLCOVERING ON 1/2' GYP. BD. 1/2' PLYQ a a;, TWV:111.A DYED 14. \R 2 0 1S;,5 AS NO it, UUILUIht1 UN5iON 1X3 RED OAK CITY o TUUKKWILA MAR 0 31995 PERMIT CENTER HEAD DETAIL 3'=i' -0• Neighborhood Grill & Off 17790 S. CENTER PARKWAY TUKWIL_A. WA Joe #: 94220 +•a eeee n« 4. aw SI par. w.anea� aaaa euv saw.ou unnb,, a.b the ,zaee coma a w#ttews aI 110 ese Me 1M.b aacvM.nb aA ML&.J -M aeewbl bl raa M bva -.e •s ea • oonsuo• IAOI n. uw er« sx.wl -M. « er ..d a,4 Ilu Mv.ae.eib aaoyana ttli IP {ate s , M"ION"0► a1F• en hp1MI .,In.n e .duSv-0. ,wn . tr. bl .. 4.. n lI Men. Y 1M 1yMr .. ae•My._ aw. �Ieenelpyb.�/d A z wna['e� iniw eae.I.. -,e aM -I 1V yPVRiewl�ibS N b inc. IP'PILe[f'! MRRIM�int . INC. Wm b Mat Ia w lntn rcewa•«►. me @ INa Aria Group Architects Inc. rr 1100 West coke St Salto 140 h-L Ook Pak, mob e0301 708.4434400 Fox 70&443 1788 BID DATE: EVISIONS Q PERMIT 03/02/% SD2 DECEMBER 15, 1994 1' -6• 3/4' PLYWOOD WITH HARDWOOD EDGES (CLEAR FINISH) SECURE SHELF TO SOLID WOOD BACK -UP SECTION 3' -0' — CUTOUT FOR OUTLET/ ELEC. ELEVATION • SHELF TO BE MOUNTED INSIDE OFFICE ABOVE OFFICE DOOR. S D - 2 8 SOUND SYSTEM SHELF 1 1/2' =1' -0' PLASTIC LAMINATE FINISH ON FACE, INTERIOR, AND ADJUSTABLE SHELF TELEPHONE MICROPHONE 4 -PLEX OUTLET FOR PBS 1/2' CORIAN TOP SECTION 2' -3 1/2' L 2' DIA, HOLE FOR P,O,S, CABLE 2' -8' PLAN 11111111]) 1 14 / / / / f ELEVATION s D - 2 9 HOSTESS STATION 3/4' =1' -0' EXTEND 3' -6' HIGH WAINSCOT CAP TO WINDOW JAMB TRIM 2 1/2' DIA, HOLE FOR CABLES 1/2' THICK CORIAN TOP AND SPLASH 2' -6' IF IUI �I� 1 1/2' al I1 J 2, -10 3/4' PLASTIC LAMINATE FINISH L ON FACE, INTERIOR AND ADJUSTABLE SHELVES 1/2' THICK CORIAN TOP AND SPLASH 1 2' -10 3/4' PLAN 1' -10 1/2' , e DRAWER TO HAVE MIN. 2 1/2' HEIGHT CLEAR INSIDE LOCK DOOR WOOD BASE ELEVATION 6J SD-30 WAITRESS STATION "A" 3/4' =1' -0' 6J 2'-2 1/2' 1' -11' 4' -6' PLAN 4' -6' DRAWER TO HAVE MIN. 2 1/2' HEIGHT CLEAR INSIDE OCK L —J DOOR EXTEND 3'-6' HIGH WAINSCOT CAP 2 1/2' DIA, HOLE FOR CABLES 1/2' THICK CORIAN TOP AND SPLASH 1/2' THICK CORIAN TOP AND SPLASH PLASTIC LAMINATE FINISH ON FACE, • INTERIOR AND ADJUSTABLE SHELVES It cce ELEVATION ' WOOD BASE SD-31 WAITRESS STATION "H" 1' -6' 7' -6' PLAN b a3 1 1 1. 1 1 1 1 Ala t�— I 3/49 THICK, AC GRADE PLYWOOD SHELVING W/ SOLID STOCK EDGING YELLOW PINE OR FIR 1x2 2x2 YELLOW PINE OR FIR SUPPORTS NOTE' PROVIDE CLEAR SEALER ON ALL WOOD SHELVING IN LIQUOR STORAGE 1x3 YELLOW PINE OR FIR WALL CLEATS 4 4, 4 11 111 SECTION /ELEVATION SECTION /ELEVATION S D - 3 2 LIQUOR STORAGE SHELVING 3/4' °l' -O' e 35 8 a In BRACE TO STRUCTURE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CEILING LINE SEALANT 5/8' DUROCK CEMENTITIOUS BACKER BOARD 6' STRUCTURAL METAL STUDS AT 16' 0.C. 5/8' DUROCK CEMENTITIOUS BACKER BOARD iii NOTE' NO WOOD, PLYWOOD, OR WOOD BLOCKING TO BE IN THIS WALL. FRP BOARD It SEALANT 1 ti ■ r GAS LINE BEYOND EXHAUST HOOD r 1 1 1 1 7 1/4' COOKLINE EXHAUST HOOD CITY OF TrWILA /PPROVED t-IAR 2 0 1525 AS NOTED` BUILDING DINI3IO: PRIMARY GAS LINE STAINLESS STEEL AT HOOD WALL BY OTHERS SEALANT RAISED CONCRETE CURB W/ 03x8'. LONG DOWELS 024' O.C. AND 03'S TOP AND BOT. CONTINUOUS • S D - 3 3 HOOD WALL DETAIL @ COOKLINE 3•=1' -0' METAL ANGLE AVAILABLE FROM TERRAZZO SUPPLY HOUSES. ONE SOURCE IS TERRAZZO MARBLE SUPPLY, ST. PAUL, MN. 800 -762 -7253 NAP OF CARPET TO OVERHANG ANGLE FLOORSTONE TAPER MIN. 12' METAL ANGLE - 1/8' THICK X 1/2' HIGH IN BRASS SET TIGHT AGAINST TILE QUARRY OR PAVER TILE c S D - 3 4 NT DETAIL 3' = 1' -0' r 1' -11' • M • a 4 CLR. n 1 -1/2' WIDE X 12' LONG VENTILATION SLOT. IN CABINET DIVIDER (NEAR SIDE) FOR BOTH WAITRESS STATIONS SECTION SD-34 .5STATI0N'r TIS„ „ & STA TION A OPPOSITE HAND 3/4' =1'-0' 1121fAN \II. NeIOtorhood IMO & Btr 17790 S. CENTER PARKWAY mUKWILA. WA J08 #: 94220 At -= a,0 OOCAl J b, ,W M b,M as M ep� eevra wensue�a er �b ron a 1MM „MM MaEI„ lanlb•a� M^•�'1�� q, m1 m air i maia aprwr`es strata+ rroew+�orw�, arc. ®„» Aria Group Architects Inc. r two INN LaSs Si Sees MO OS Aft, Mob e swat a Rot mats 1788 BID DATE: IEVISLRNS ameashasit se hatti SD3 MEW= 1941 C \ACACCWSS\APPLEBEE \94220 \SC -SHEET \94220504 'nu, Mar 2 12.56.58 1995 COOLER WALL BY KITCHEN EQUIP, CONTR. QUARRY TILE BASE SET W/ EPDXY SD • •• • •• • • • • • 1 ; • • • • '• SEALANT (TYP,) QUARRY TILE THIN SET • •. • ! CONC. SLAB MOISTURE BARRIER 35. 1 INTERIOR WALL AT COOLERS COOLER SIDE QUARRY TILE BASE SET W/ EPDXY QUARRY TILE CONC. SLAB • REDWOOD BLOCKING MOISTURE BARRIER 44 • 4 • FREEZER SIDE /SEALANT (TYR) CONC, WEARING SLAB ON FREEZER ONLY 4 4 xxxxxxxxwxxx■ �' MMEMMUiiiiiii • a RIGID INSULATION S D - 3 5 3 SLAB DETAIL CO FREEZER W • 1 1/2' =1' —O' ++11 I I IiLuLi 6' METAL STUD XISTING STEEL COLUMN 3 1/2' x 3 1/2' 5/8' GYP. BOARD ON 1/2' PLYWOOD BEAD BOARD (SEE SD 2.1) WOOD BASEBOARD (SEE SD 2.1) FACE BRICK GALVANIZED METAL FLASHING OVER THRU WALL @ SCUPPER FLANGE GALVANIZED METAL LEADER HEAD/ SD -36.2 • in tla 8' (10' WIDE) 00 0 W a '-4 3e n 6'x6' GALVANIZED METAL DOWNSPOUT TIE DIRECTLY INTO STORM LINES BELOW GROUND — REF. CIVIL DRAWINGS 6' METAL STUD EXISTING STEEL COLUMN 3 1/2' x 3 1/2' ST, STL, CORNER GUARDS ALL SIDES — TYP, TL. COLUMN — SEE STRUCTURAL DRAWINGS • SHEET FRP BOARD ON 5/8' MR. GYP.BD, ADHERED TO COLUMN QUARRY TILE BASE BELOW SD 35.5 DETAIL @ KITCHEN 3' =1' —O' 1/2' GYP, BOARD ABOVE WAINSCOT, BEAD BOARD BELOW ON 1/2' PLYWOOD WAINSCOT CAP — 1 X RED OAK TRIM W/ CLEAR FINISH (SEE SD -4) qLJeQ433 SD-35.6 NOT USED 17 en A. SD-36.1 3 CUPPER DETAIL MEMBRANE WALL FLASHING STEEL PLATE LINTEL 11 1/4'x1/4'. BEAR A MINIMUM OF 8' EACH SIDE GALVANIZED METAL SCUPPER SINGLE PLY ROOFING MEMBRANE THRU WALL NEW ROOFING TO MATCH EXISTING ROOFING SYSTEM ON RIGID INSULATION 2 X 6 T&G ROOF DECK EL HT. V.I.F. 6' METAL STUD W/ R -19 BATT INSULATION 18 GA. GALVANIZED METAL THRU WALL SCUPPER 1' WIDE FLANGE 20 GA. GALVANIZED METAL LEADER HEAD FORM OVERFLOW ON FACE OF LEADER HEAD 6'x6'x20 GA. GALVANIZED METAL DOWNSPOUT SD -36.2 N.T.S. OMETRIC OF SCUPPER STAINLESS STEEL CORNER GUARDS 1 1 /2'x1 1/2'x16 GA. 60' LONG START GUARD AT TOP OF BASE LINE OF OAK TRIM CAP PER PLAN 1/2' GYP BD. 1 /2'PLYWOOD SD 38 2x4 STUDS 5/8' MOISTURE RESISTANT GYP.BD. FRP BOARD CORNER GUARD 3' =1' —O' CEILING TILE CROWN MOULDING — TYPICAL (50 -2.1) BEAD BOARD ON 1/2' PLYWOOD — SEE SD -2,1 FINISHED FLOOR SEE SHEET S -1 AND DETAILS FOR SIZE CPNSTRUCTION AND LOCATION CEILING TILE 1/2' GYPSUM BOARD ON 1/2' PLYWOOD FOR CEILING HEIGHT REFER TO SHEET A8 SCHEDULE STEEL COLUMN — SEE STRUCTURAL SHEET S -1 AND DETAILS RED OAK WOOD BASE — STAIN FINISH (SEE 50 -2.1) SD-37 COLUMN DETAIL IN DINING AREA 1 1/2' = 1' -0' G = GREEN TO MATCH PMS 553 R = RED TO MATCH PMS 200 ' WHITE ,w • 1 eb@C e Intx1011aea --.G 8'R 1 CQMING BOON 5 2' -0" R 6' HIGH LETTERS 3/4' EXT. PLYWD WITH WHITE BACKGROUND INSTALL SIGN EARLY IN PROJECT. CONTACT APPLEBEE'S INT'L, MARKETING DEPT. FOR CAMERA READY ART. ENGAGE AN EXPERIENCED SIGN PAINTER TO APPLY GRAPHICS. GENERAL CONTRACTOR TO LOCATE PER OWNERS REQUEST. SD - 39 PROJECT SIGN 3/8' =1' -0' SD BRASS WALL FLANGE BRASS FLOOR FLANGE 4' -0' GC MAX. BRASS BALL CROSS, STANCHIONS, AND BALL TOP f 2' DIA. OAK RAILS (NO SUBSTITUTE) 2' DIA. BRASS 1 1 4 0 TYPICAL RAIL ELEVATION 3•=l' -0' I CITY OF TT/MID !.'PROVED 1".4 2 0 1J,,5 AS NOTE bUILDAG DIVICION CRY OF TUKWILA MAR 0 3 1995 PERMR CENTER II. lulu AN �.s`r�' ITfiH'tj2a"EillIi Neighborhood Gill & Bor 17790 S. CENTER PARKWAY TLJI- <WI LA. . WA JOB I': 94220 MO *fenr.M t and iU n...OKM c S.Md car KOttBR'! rati01UL MCd"1�'... eo ... pfd �. d M..,M end aee•o1.d fd, a I,.,M an0 on IM d�d�..0 ea.. -lle• Mel M,M•e "II"? 01 09 (ntcmtatoj raj each .o !INS. e to cooed. a. z p n hww 1° reith/SO UMW s a d wwrnieA ban A.n n� a b ' . 1ICN' �'�aa. 1po., dae..n.M, and m uc. span .e a b ,n.nud _,uuut .,tm lmst , ►.011n1. Apwmwe .nae.lnoNa{, de. p +a. Aria Group Architects Inc. E2 1100 west Loge St Suite t40 Wt�84Mob taw. Fox 700445 1788 SD4 OECEMBER 15, 1994 PROVIDE SOLID OAK TRIM J AT END CAPS AS SHOWN FROM FLOOR TO BOTTOM OF PLAN RAIL CAP AT ALL BEAD BOARD WALLS 1 1 DISCONTINUE ROUNDED EDGE BEFORE INTERSECTION WITH TOP AND BOTTOM TRIM 1 ELEVATION SD-41 BEAD BOARD ENDWALL TRIM PROVIDE SOLID OAK TRIM AT OUTSIDE CORNERS AS SHOWN FROM FLOOR TO BOTTOM OF OAK TRIM AT ALL BEAD BOARD WALLS SD 1 1 /B' PLAN BUTT JOINTS ELEVATION 42 BEAD BOARD CORNER TRIM 3' =1' -0' STAINED GLASS PANEL FRAME BY EQUIP. CONTRACTOR LIGHT FIXTURES SEE ELEVATION ON ELEC. DRAWINGS PAINT FACE OF PLYWOOD WHITE 1/2' PLYWOOD . 4 CHAIR RAIL BEYOND SD-43 SECTION CO LIGHTBOX 1 1/2' =l' -0' FIRESTOP FRP BOARD ON 5/8' MOISTURE RESISTANT GYP.BD. CEILING /SCHEDULE CROWN MOULDING /SD -2.1 ' WALLCOVERING /SPEC. 1/2' GYPSUM BOARD 1/2' PLYWOOD BATT INSULATION FULL HEIGHT OF BOTH STUD WALLS 2x4 it 16' O.C. lx RED OAK TRIM CLEAR FINISH BEAD BOARD /SD -2.1 WOOD BASE /SD -2.1 / RAISED FLOOR QUARRY TILE /SPEC. 5' CONCRETE SLAB ON 6 MIL VAPOR BARRIER ON ROCK FILL SD--44 SECT ION ® DISHWASHING WALL esqqo't5 1X3 RED OAK FROM TOP OF WAINSCOT CAP royd- TO HEADER n 1/2' PLYWOOD 1/2' GYP. BD. ABOVE WAINSCOT, BEAD � - BOARD BELOW (ABOVE WAINSCOT) WAINSCOT CAP • QUARRY TILE BASE BELOW SOLID OAK FROM TOP OF CURB TO BOTTOM OF WAINSCOT CAP. ROUND EDGES PER SD -41 HEADBOARD ON 1/2' PLYWOOD (BELOW WAINSCOT) SD-47 TRIM DETAIL @ KITCHEN ENTRY GUARD L■ SST CORNER 5/8" MOISTURE RESISTANT GYP.BD. 1X3 RED OAK 1/2' PLYWOOD BOARD BELOW WAINSCOT, BEAD 1/2' GYP. BD. ABOVE WAINSCOT CAP SD-48 'RIM DETAIL CO KITCHEN ENTRY I,11Y OF /1 ROW O M,',2 2 O 1C35 AS NOTED BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 3 1995 PERMIT CENTER • 1 REGISTERED ARCHITECT R. WASHINERCW ^MM&WAVOMULLIMMAV Neighborhood Grill & Bo 17790 S. CENTER PARKWAY 1-1-J I•< W I LAN. WA JOB #: 94220 This doe.A..on4 ad el olono. rosencobewmd of Oo Nlo.msen eenwY.H term. an td mete* moldy d dollvorset owl ei foo M WPM and fry.. C� sel co.ddbn Not Tee Use doe./MMO a IM �Mennd conlaYr.d IMwo rw a "'PO �proA.e a edr to o1Mn. d.e.pt aepN�eEeO "COIQOOAII� � NOf two naoeuebl. eop» SUM ;Ife �tB MRWMnOW..IC. ear M!d Er Uwo be.wwM. aW • M IM maA aM MMd ' y ONL:et tai w APPtLB(P9 witeanaw. sc. Aria Croup Architects Inc. i 1100 Most Lake St. SuJts NO Oak Pat*, Ct6iots 60301 708.4408400 fax 708445 1788 BID DATE: REVISIONS ,Q P130111 03/2 '� SD5 DECEMBER 18, 1994 x • 5qt4Lf35 HE D m TOP OF PAVING ELEV VARIES 4. • .' s SILL A SD-50 DETAIL CO DOOR 12 1 1/2' =1' -O' RECEPTACLE /ELECT METAL CASING BEAD, MOUNT THICKNESS OF DIME AWAY FROM OAK SILL TO ALLOW VINYL WALLCOVERING TO WRAP EDGE SEE SD -10 SILL SECTION SD-51 LIGHTED CHKBD. 1/2' GYPBD ON 2X4 STUDS (VINYL WALLCOVERING) 2X4 CUT TO 1 -1/4' THICK AND INSTALLED FLAT RECEPTACLE INSIDE WALL @ SILL. CONNECT TO SAME CIRCUIT AS BALLOON MURAL DETAIL SD -43, SHEET SD -5 1X3 RED OA ITEM F -4 LIGHTED CHALKBOARD TO BE RECESSED INTO WALL & SECURED WITH BRASS SCREWS & FINISH WASHERS 1 X 6 RED OAK HEADER ABOVE tiL4 Ib( ISj ill .'. 4 — — — 4 -+ >e A 1/4"0, R.O. 2' -2 1/2" ,8 1/4", 1 3' -3" SD-52 LIGHTED CHALKBOARD DETAIL 1 1/2' =1' -0' 1 X 3 RED OAK SEALANT ALUM, AWNING MOLDING AWNING FABRIC 1/2' 0 LACING BAR LACING THRU GROMMETS 1' SQ. GALV STEEL TUBING to SD — 53 6D• Elf- 'FOAIL ® AWNING SECURE • TOP---al PLATE TO KITCHEN WAL 3 NOTE: ALL WOOD TO BE EXTERIOR GRADE L 3/4" M.D.O., PAINTED ON r METAL STUDS 7 2' -8" 12' -1" SINGLE PLY ROOFING OVER 1/2' PLYWOOD DECK ON 2 x 12's @ 24' o.c. 1X6 CEDAR CONT. INSECT SCREEN PLATE & 2X4 STUDS BEYOND 5/8' T -111 SIDING, STAIN 2X4 TREATED SILLS SD-54 SECTION ® STORAGE SHED 1/2' =1' -0' VARIES (SEE CIVIL & ARCH,) it 9 1/2' GREENHOUSE CEILING COLUMN BEYOND DETAIL S D -5 5 HEADER 1 1/2' =1' -0' sil DOOR 5 1 �j 1 DETAIL CO JAMB 3' =1' -0' SD -56 FLOOR TILE DOOR THRESHOLD, SET IN BED OF SEALANT SIDEWALK @ 1/2' +/- BELOW FINISH FLOOR SD-57 SILL ® DOORS. 1,2 & 4 SD 58 NOT USED QUARRY TILE DOOR THRESHOLD, SET IN BED OF SEALANT SD—'59.1 SILL ® DOOR 5 3 =1 0 CEIUNG FLOIRESCENT UGHT FIXTURE 3/4" PLYWOOD OPAQUE PLASTIC LENSE 1X WOOD BLOCKING SD -59.2 VALANCE /RESTROOM LIGHT 3' =1' -0' COOLING SLOTS IN ICE CREAM • FREEZER BY KIT. EQL4IP. MANUFACTURER 1' -9 1/2' .' -0' H. ROUGH OPNG I--- — — — — FRP PANELS ON 1/2' PLYWOOD CONDUIT TO ELEC PANEL Ifi 11 CHEF'S TABLE II II I JUNCTION BUX I I PER ELECT 1 _1I IJ TRIM STUDS 1/4' @ OPNG 3' -0' X 2' -0' H. ROUGH OPNG BEADED CEILING (BEAD BOARD) FULL HEIGHT, DARK STAIN FINISH. REFER TO PROFILE, SD -24 BAR GRILLE 'TITUS' MODEL 3ORL OR EQUAL, SURFACE MOUNT WITH SCREWS. GRILLE TO BE FIELD PAINTED SST CORNER GUARDS 11' SD-61 SECTION 0 WALL GRILLE 1 1/2' =1' -0' 3/4' X 1' RED OAK FROM BASE TO CLG START OF BEAD BOARD LAMINATED PICTURES BY OWNER' FRP PANELS ON 1/2' PLYWD ti CITY OF TIJIT:IL4 I ITRO\i 0 MAR 2 0 1525 AS NOTED' i BUiLUING DIVI3IO A MY ME MAR 0 3 19 PERMIT C9RER Rafe S D — 6 2 SECTION © PICTURE HEADER HALF SIZE 6' METAL STUDS a 16' O.C. W/ R -19 BATT INSULATION & 3/4' M.D.O. HOOD FIRE EXTINGUISHER REMOTE PULL STATION ( +60') LT. SW, CONDUIT FOR LOW VOLTAGE WIRES TO DETEX ALARM TO STOP JUST ABOVE CUTOUT FOR UNIT REMOTE DETEX DOOR ALARM ( +60') SST CORNER GUARD 2x BLOCKING fiR1bAN .-Q;,,,,Int7IIMIMEMIIQWW4MMPAR Neighborhood &eQ 17790 S. CENTER PARKWAY TUKWIL_A. WA JOB #: 94220 This soawui.. sa m c1n leee_Meolbegend .aw Imenneees ,OOI.EI.'s "�'0NO 110Me1.' "'sc m.,, eseseme 0' .�. " e' llu s'"M °MINIM °Mss a" ° . IOC."'° the e.M.wW N."se w b " sr a MI i eeve011 ) " Mu M EIAn t Tiaw tM M " eM aL" muffled eeaw"". .c fie�M ,nt ws •1Iwatn010s, so. © tom Aria Croup Architects Inc. ;'' 4:;.>. 1100 wit Lake St Suite NO GM Palk Mots 60.301 703.443.8400 Fox 709443 1788 BID DATE: EVISIONS PERMIT 03/02/93 SNIE L ZETUAAt, MOTT:A )The following apply unless shown otherwise on tho planal 1. ALL MATERIALS, KNIMANMIP, DEBIOJ. t CONSTRUCTI SHALL SPECIFICATIONS, AND THE UNIFORM DOMING CODE�1 EDITION 2. OEaIGN LOADING CRITERIA)+ 3. ROOF LIVE LOAD PRAOR LIVE LOAD (RETAIL) STAIR AND CORRIDOR LIVE LOAD WIND EARTHQUAKE SEE PLANS PON ADDITIONAL LOADING CRITERIA CONFORM TO THE 25 PSP 75 P8F 100 P81' 00 MPH, EXPOSURE "0" ZONE 3, Rw 618 DRAWINGS, ST UCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR C@IPATIBILITY AND SWLL NOTIFY ARCHITECT or ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL. ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM 1113 WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL MD /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR To FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL MD TYPICAL DETAILS OF COIZ.Z?RUCTION. MICRE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SINIIAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW MD APPROVAL BY THE ARCHITECT MD THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION iN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS MR REINFORCING STEEL moil BOTH CONCRETE AND MASONRY CONSTRUCTION), STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, tHEREFORE RUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTAL^ SHALL INCLUDE A REPRODUCIBLE AND ONE COPY! REPRODUCIBLE ▪ WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL. IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTAI.IATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE MIAOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 12. INSPECTION: CONCRETE CONSTRUCTION, STRUCTURAL. STEEL FABRICATION AND ERECTION (INCLUDING FIELD MELDING AND HIGH - STRENGTH BOLTING), EXPANSION BOLTS AND THREADED EXPANSION INSERTS, EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. f FIELD 1 13. FOUNDATION NOTES: GEOTEt9MICAL A - - QtaMMENGAnON9 : Np.e7AW-G .N rre RepBRancaD e r'1 +1NiCAr RePe -t- mar E '.. -OWa, . FOOTINGS SWILL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING. GRANULAR FILL AND PROVIDE FOR s(lRSIIRFAM DRAINAGE. ALLOWABLE SOIL PRESSURE 1900 PSI' `C h M e t s i t r feez=r3e9Nee : k e t R A s I 1 - I G L ^ 4 ' O - PA-St? i - ° ? *-015.? RENOVATION 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. 8 ORIMG SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAM CUTTING, If AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. B. c. ALL NEN OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDIT IONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL DE PROVIDED TO HATCH HORIZONTAL RLINFuRc INN, UNLESS OTHERWISE NOTED ON PLANS. 15. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL MOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL HE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED CO REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. E31 4.0435 1 16. CONCRETE SHALL BE NIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UDC SECTION 2695 NMI ACl 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF V. " 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OP CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" oR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF HATER MAY DE CIIANUEU 1F' A CONCRETE PERFORMANCE NIX I8 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SI(AL1. INCLUDE TIIE ANoUNTR OF CEMENT, PINE AND COARSE AGGREGATE, MATER AND ADMIXTURES AS WELL AS THE WATER CEMENT KATIE), SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.R.C. 26051d1. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C610. TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL RE IN ACCORDANCE WITH TABLE 26 -A -1 OF THE UNIFORM BUILDING CODE. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S11, GRADE 60, t, ° 60,000 PSI. EXCEPTIONS: ANT BARB SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, ty • 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM To AMTNN A706. REINFORCING COMPLYING WITH ASTN A615(811 MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH MELDING PROCEDURES SPECIFIED IN A.N.S. D1.4 ARE SUBMITTED. WELDED MIRE FABRIC SHALL CONFORM TO ASTN A -105. 10. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -80 AND 318 -89. LAP ALL CONTINUOUS REINFORCEMENT 15 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARB AT ALL MALL AND FOOTING INTERSECTIONS. LAP COINER BARS 115 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF IAUXGER BRAS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -89. CLASS B. LAP ADJACENT MATS OF MELDED HIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 19. CONCRETE PROTECTION (COVER) POP REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1" FORMED SURFACES EXPOSED TO EARTH 11.e. WALLS BELOW GROUND) OR WEATHER (06 BARS OR LARGER) 7" (05 BARS OR SMALLER). . 1 1 /2" COLUMN TIES OR SPIRALS AND BEAN STIRRUPS 1 I/2" SLABS AND WALLS (INTERIOR FACE) GREATER OF IBM DIAMETER PLUS I/O") OP . . . M /4" 20. CONCRETE NALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS 8" WALLS 14 0 17 HORIZ. 04 0 18 VERTICAL 15 8 10 HOR1Z. 14 0 10 VERTICAL 1 CURTAIN 1 CURTAIN 21. NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 22. EXPANSION BOLTS INTO CONCRETE SHALL BE KNIK BOLT II AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS AS MANUFACTURED BY HILT1 CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 4627 INCLUDING MINIMUM EASEMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B.o. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. THESE PRODUCTS ARE NOT RATED FOR USE IN MASONRY UNITS. SPECIAL INSPECTION 18 REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. 23. DRIVE PINS AND OTHER PONDER- ACTUATED FASTENERS SHALL BE 1.011 VELOCITY TYPE (SERIES 1500, 0.14" DIAMETER UNLESS OTHERWISE 140TED) AS MANUFACTURED BY NNMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EASEMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639. MINIMUM E4BEDNEN4 IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEWEST CONCRETE EDGE. 24. EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH HS -200 SOLID BOND EPDXY BY ANCHOR -IT FASTENING SYSTEMS, ADHESIVES TECHNOLOGY CORPORATION. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 4398. SPECIAL INSPECTION OF INSTALLATION I8 REQUIRED. 25. CONCRETE MASONRY UNIT MALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, CONFORMING TO ASTM C9e, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE "8" PER TABLE 24 -A OF THE UBC. GROUT SHALL CONFORM 70 UBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P31 AT 28 DAYS, DESIGN E. • 1500 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH UBC SECTION 2405 c, OR MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH UBC TABLE 24C. FULL STRESSES ARE REQUIRED. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: 0" WALLS 05 8 48" O.C. VERT. (2) 15 0 48" O.C. HORIZ. IN ADDITION, PROVIDE (11 115 VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND. AT FREE ENDS OF MALLS AND (21 15 HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING. 1F2'-0" IS UNAVAILABLE. EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE COINER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH UKOLJT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT. 26. BRICK VENEER SHALL BE ANCHORED TO BACKING WALLS PER SECTION 3006 OF THE UBC WITH 3/4" x 22 GAUGE. GALVANIZED SHEET METAL OR N0. 9 GAGE WIRE ANCHORS MINIMUM. ANCHOR TIES SHALL BE SPACED SU AS TO SUPPORT NOT MORE THAN TWO SQUARE FEET OF MALL AREA AND SHALL BE SPACED NOT MORE THAN 24" O.C. HORIZONTALLY. IN SEISMIC ZONES 3 AND 4, TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A NO. 9 GAGE REINFORCEMENT WIRE. JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. 27. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S, GRADE 0, Fy • 35 KSI. STRUCTURAL TUBING 511AL1. CONFORM TO ASTM A500, GRADE B. Fy " 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL. CONFORM To ASTN A307. 28. ALL MELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.M.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED MELDS (AS DEFINED BY A.N.S.1 SHALL BE USED. WELDING OF GRADE 60 REINFORCING BRAS (IF REQUIRED) SHALL BE PERFORMED USING LON HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS 11F REQUIRED) SHA1.1. RF. PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STE:EI. IS N.'T PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 29. COLD- FOAMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD-FORMED STEEL FRA1FING_ MEMBERS SHALL BE Of THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON- THE DRAWINGS. RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OV MAIM MANUFACTURED 8Y ANGELES METAL SYSTEMS. PRODUCTS BY OTHER MANUFACTURERS HAY BE SUBSTITUTED FOR FRAMING MOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT To REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD-FORMED STEEL FRANING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS.° B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A446, GRADE D A8TN A446, GRADE A Fy • 50 ks1 12, 14, AND 16 GAGE Fy • 33 ksi 10 and 20 GAGE WHERE NOTED, PAINTED STUDS SHALL CONFORM T0: ASTM A570, GRADE E h • 50 kill ALL 0 AND 10 GAGE MATERIAL SHALL CONFORM Mt ABTA A36 Fy • 36 MI C. MELDING OF COLD - FORMED METAL FRAMING SHALL CONFORM TO ANS D1.3 AND SHALL BE PERFORMED BY MEN QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF MELD. D. I MAL. IIUMINGt ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 20 XHD 400 STUDS 0 16" O.C. AT INTERIOR WALLS AND 20 XHD 600 STUDS AT 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH BIDE OF ALL OPENINGS. 1110 16 XHD 000 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS HELM. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID- HEIGHT OF ALL STUD WALLS OVER Bt IN HEIGHT. ALL STUD WALLS SMALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELCH WITH 18 SCREWS AT 16" O.C. OR ATTACHED TO CONCRETE WITH 5/32" DIAMETER DRIVE -PINS B 16" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS Of BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR NALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO AML STUDS, TuP AND BOTTOM TRACKS, AND BLOCKING MITII SCREWS AT 12" O.C. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1991 U.B.C. TABLE 470. TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1" FLANGES. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE DETAILS. 30. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARRED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16. FURNISH TO THE FOLLOWING MINIMUM STANDARD.:: JOISTS: (2 X MEMBERS) HEN -FIR NO. 1 OR DOUGLAS FIR NO. 2 MINIMUM BASIC DESIGN STRESS, In • 1200 PSI (3 X AND 4 X MEMBERS) BEAMS AND STRINGERS: (INCLUDING 6 X AND LARGER MEMBERS) POSTS AND TIMBERS: STUDS, PLATES 6 MISCELLANEOUS LIGHT FRAMING: BOLTED STUDS, LEDGERS AND PLATES 2 X 6 STUDS AND PLATES DOUGLAS FIR N0. 1 MINIMUM BASIC DESIGN STRESS, t" • 1500 PSI DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, t" 1350 PSI DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, t. • 1000 PSI DOUGLAS FIR OR HEN -FIR STANDARD GRADE DOUGLAS FIR, STANDARD GRADE DOUGLAS FIR OR HEM FIR NO. 3 /STUD GRADE 31. UED OL LAMINATED MEMBERS SHALL RE FABRICATED RITED IN CONFORMANCE WITH ASTM AND AIT c STANUAR I 9 . EACH MEMBER SHALL' BEM AN A.1.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, F,.• 2,400 PSI, F.• 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb • 2400 PSI, F.0 165 PSI. CAMBER ALL GLUWW BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 32. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 25 -9. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 33. ALL MOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OP ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLACKING, ETC., AND CONCRETE OR MASONRY. 34. TIMBER CONNECTORS CALLED COT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C -95 H -1. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TARO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN MOOD MEMBERS SHALL CONFORM To ASTM'A307. PROVIDE HASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND WAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND TIIE SANE GRADE (MINIMUM) AS MEMBERS CONNECTED. 35. MOOD FASTENERS - A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" Od 24" 0.131" 10d 3" 0.148" 12d 34" 0.140" 16d 34" 0.162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. 8. STAPLES - THE FOLLOWING STAPLES NAY BE SUBSTITUTED FOR NAILING OF PLYWOOD NAPA RATED SHEATHING): NAIL SIZE 6d 8d lod EQUIVALENT STAPLE 16 GA. 15 GA. 13 GA. MINIMUM LENGTH 14" 14" 144" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, THEY SHALL SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. C. NAILS AND STAPLES - PLYWOOD (AEA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 36. WOOD FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STMINRII OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM To TABLE 25 -Q OF THE UNIFORM BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COLON. COORDINATE THE S1ZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS. OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO UBC STANDARD 25 -17, SECTION 25.1736. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS 8 16" O.C. AT INTERIOR WALLS AND 2 x 6 B 24" O.C. AT EXTERIOR HALLS. TRIO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE. NOTED. SOLID RI.OrKING FOR Mon rnUMNS SHALT. BE PROVIDED ,THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD HALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR LONER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 3/4" DIAMETER ANCHOR BOLTS 8 6' -0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d 0 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR NALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES NAILED TO ALL STUDS, ToP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER HAILS FOR 1/2" (GOB AND 6d COOLER NAILS FOR 5/8" GAB. USE 111 GAUGE, 1 -3/4" LANG, 7/16" HEAD, DIAMOND POINT, GALVANIZED NAILS FOR EXTERIOR SHEATHING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND MOUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING 0 0' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOIST8 TO SUPPORTS WITH TARO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST RANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d 0 12" 0.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD Roof AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICUTAR TO SUPPORTS AND NAILED WITH Od NAILS 0 6. O.C. TO FRAMED PANEL EWES AND OVER STUD WALLS AS SHOWN ON PLANS AND 0 12" O.C. (10" O.C. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL MOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -MD- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BtACKZNG. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING T'0 SUPPORTS WITH lbd 1 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS pROVIDE FIAT 2% BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. THE r. FC!'. '.V . L. 1..J AS NW • . .R :.''.;:JOG ...- '•r•pp :ALPS '•. ..." :a.rr,EE UP= 7: -N THE T11- . ^rL'..ANT IS .•c:: GV',•i E , . ^.F Act. -LANCE WITH ALL Ant': 'GAL :E CffINANCES S'UBaeL: 10 AEQUIREMENTS AND IN IcN ✓RE TATIONS OF THE GL:'v E 9N NO AUTHCRITV Dateln 11,401* Rye Dato Out �'1m•gti CITY OF TUKWIL A MAR 1 7 1995 PERMIT CENTER RECEIVED MAR 1 5 1995 ea) BEAT OSSAfTI AS Neighborhood Grill & 8Q 17790 SOUTH CENTER PARKWAY TUKWILA" WA JOB 9: 94220 1M" drat M al tin NOmMlesO t dr. /PROM ee.aeFra thoil aw = wea)Irs pegip, of anima i Mats 1�ACSones1= Mseer,seM ea 11rwa1 M a etrplpeW*ics.• ����s�'1 K. M0." WWe ale wen 4 ueea aae,W:MM.sr�e�e�swa�� s,1� W1A,sessas w� 1� MI�Ik1orA. YO. 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M.D. I✓ 4, 4/I 6t GFi LCOATION IOd� 4''Qe7., F*ovl GPi Get. Otte, P.2LGW 4X12 4 At 11 14, 04 "Tr -We-4c A3/1'9xY e • -e" � �& ,�R Oral P.AKIt - -. Xg'(2 /'�o aQ, kiPt ON "'PEST?" cn 4x12 9i.CtifCN0 EA. Jew Lt r� e e. FIU 41$ TYP EA• 2NG' - - • ir—t f4 � IO s-GI A RECE CITY OF TU to MAR 1 7 1995 PERMIT CENTER \ III I . AN. PP Sgt Nettbatiood Gil & BQ 17790 SOUTH CENTER PARKWAY TIJKWILA, WA J08 94220 nr w s aan a uu•0'C° i°wir�w '°~' ./ ��srwMwit� augwu.ar a �rwe� IMEKI o,q, so. 0 ,w. Aria Group Architects Inc. • ®two Mist Wks SL Sae NO • Oak Pea Mob 60.Wf • ®70&44s64o raw 7081.441 17x1 BID DATE: ,_ �3EVISION , S5 1 II \ i 1 \I \/ 11 \/ 1 900 CFM ON ROOF 10x10 EXH UP TO FAN ON ROOF - IF REQUIRED, OFFSET DUCT TO MISS BAR JOIST 4'0 FLUE UP THRU ROOF TOO RAINOCAP WHEATER D SCREEN KITCHEN HOOD FIRE 1 PROTECTION SYSTE 2042 14.0 (:SD 2042 44x20 DISHWASHING 8'0CSD 8'OCSD 200 8'0CSD 14.0 CSD 8.0 CSD 24x6 MAKE-UP AIR] 'SUPPLY-BOOT' DUCT (TYP 6) 104170GREASE EXH P f ::i 12.0 C 12.0 10'OCSD 300 12.0 C 1440 30x24 CRG 4450 CFM ON ROOF 2700 CFM rN ROOF COOKING II ill �'- — 20xI6 R/A UP 6.0 1 ROUTE CT IN BAR J 01ST UP �I AR 2 0 TYPICAL 18x9 CSR 5 TONS FOOD PREP. 18x9 CSR 950 CFM 16'0 8'0CSD 200 ~ -16'0 12.0 --#' 1842 RAISED DINING 14.0 CS 8'0CSD 1/2 TON 3040 Cr 12.0CSD 18x24 24x12 c� 4 laIa 18x12 I„ e s11M wars ■ 8.0CSD 12.0 (TYP) 1 O SERVI L__ 30x14 R/A UP 28x4 UP 2442 •OCSD 0.0CSD 300 •A 1 -1/2 TONS 2500 CFM 34x12 R/A UP 2044 12'0 CSD ANSUL FULL -�IATILT( 24x14 U (MOUNT e 60' AFF) 24x24 CRG 14'0 CSD 24x24 10x12 CRG 48x24 CRG 10'0CSD 8'OCSD 0.0CSD Ii�300 AL> 12.0 RTU -11'Ey 8'0CSD UNISEX 28x16 R/A UP 12x6 CS COOLER FREEZER AREA OFFICE 75 CFM LECTRIC WALL EATER (SEE LEC. DWGSi MOUNT e 6' AFF LIQUOR STORAGE •:;:r:r:rU:r`:N .:;:r:r:r:r:r:r:r : r : r:r:r:rtr:r:r: c • ::' ::::::.:.• r. IIIIIIIIIIh r.r r ..r . r ..r • r.,. r r.r r r r r r r r r r'r ..r:r:r: 17 :• ::.:•:.:.::.• 3,( •: r:r:ru:rur=: ast•� ROUTE DUCT 8.0 12 1_ 10x6 I up N BAR EXH JOIST AREA 17 � O t MECHANICAL '0 FLUE FOR WATER HEATER UP THRU ROOF WITH FLUE CAP - ExTEND MINIMUM OF 4' -0• ABOVE R 12x12 CEG 300 CFM 525 CFM ON RO 7 -1/2 T 22x14 UP mow •xml fill*sm: - ill I�4x12 nil R/A UP 111 1 III ■�Mill lin INTO SLOPE : 1 ` �. •RUC . AREA 3000 CFM 1240 9x6 CSR 180 18x9 CSR 2442 8.0CSD (TYPICAL) 24x12 1844 WAITING 1442 FAN OOF Ni•1Prl.1+11}+}!.34: }i!+N MM J `it• f {l }llNtl�tgltNiti}3 =! }felt fl} i• i} ltgi9l+ iiplltitltitl }Ifi }ltltipr! }+ }i }!tl }.` OE 3 (2) 24•48' COMBUSTION Al INTAKE LOUVERS WITH A.D. INTERLOCKED WITH WATER HEATER. (1) MOUNTED HIGH IN WALL AND (1) DUCTED TO 12' A.F.F.(L -1 VERIFY FINISH) 8.0C 9f 200 2 -WAY 10x10 CEG 225 CFM WOMEN 9x6 CSR SLOPE DUCT DOWN TO WALL SUPPLY REGISTERS REENHOUSE DINING 14x6 VSR 260 CFM 6) MOUNT IN TSIDEWALL) 10x6 EXH. 0 HVAC GENERAL NOTES SMOKE FILTER AND ASSOCIATED DUCTWORK AND GRILLES TO BE PROVIDED BY OWNER AND INSTALLED BY OWNERS REPRESENTATIVE. AND IS SHOWN FOR COORDINATION PURPOSES ONLY REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING 6 MOUNTING TYPE AND FINAL LOCATION OF AIR DEVICES PAINT ALL AIR DEVICES TO MATCH CEILING GRID. REFER TO ARCHITECTURAL DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL LOCAL CODES. gqL(eL35 HVAC FLOOR PLAN SCALE 1/4 " =1' -0" 1 OITYROFETUKWILA MAR 0 31995 PERMIT CENTER ST ENGINEERING. INC. Conitdt:1g Eronetr• 39 E SCULLY DRIVE SCKAUMDURO.ILLINOIS 60193 PM (708)894 -3640 • NOTES HVAC !LAN NOTES O YSTEMI ANSUL COMPL TE CONFORMANCE VITH NFPA 96. ANSUL R- 102 SYSTEN SMALL BE CONTAINED IN A REMOVABLE STAINLESS STEEL COMPARTMENT LOCATED 014 END OF HOOD. LIGHT SWITCH AND SUMMER /WINTER SWITCH FOR MAKE- UP AIR UNIT TO BE LOCATED ON FACE OF ANSUL SYSTEM COMPARTMENT. cPROvIDED BY KITCHEN EQ1JIPMENT CONTRACTOR) O KITCHEN HODD EXHAUST DUCTVORKr 16 GAUGE BLACK IRON WITH LIQUID TIGHT WELDS cPROVIOE ACCESS PANELS FOR GREASE CLEANING), PROVIDE 1 -HR. RATED DUCT ENCLOSURE WHICH SHALL BE SEPARATED FROM THE EXHAUST DUCT BY A MINIMUM OF 6' AND A MAXIMUM OF I2'. ENCLOSURE SHALL BE VENTILATED TO THE OUTSIDE AIR IF REQUIRED BY CODE. VERIFY ALL REQUIREMENTS WITH LOCAL CODE AUTHORITIES PRIOR TO INSTALLATION. SKEETER O E LECTRON C A R CLEANER, 1500 CFM 0 (PROVIDEDSBY OWNER REMER TO SPECS) 4 MOUNT AIR GRILLE. RETURN AIR TEMPERATURE SENSOR IN RETURN AIR DUCT, 6' ABOVE RETURN 0 FLEXIBLE DUCT' THERMAFLEX TYPE MKE, CLASS 1 WITH 1 -1/2' ExTERNAL INSULATION. PROVIDE SPIN -IN DUCT CONNECTOR WITH BALANCING DAMPER AND LOCKING QUADRANT. MAXIMUM LENGTH TO BE 5• -0•. (EXCLUDING SMOKE -EETER DUCTS) © DUCT INSU TI ADM PROVIDE 1 -1/2' THICK WRAP, INSULATION ON ALL SQUARE AND RECTANGULAR SUPPLY, RETURN AND MAKE UP AIR DUCTS 014 SYSTEMS SERVING THE KITCHEN EXHAUST HOOD, COOKING AREA, FOOD PREP AND FOOD STORAGE AREAS. PROVIDE 1 1/2" THICK WRAP INSULATION ON ALL FINISHEDRCEIL CEILING'S SUPPLY AIR AND OVEROTHE TOP AB OF ALL CEILING SUPPLY AIR DEVICES. PROVIDE 1/2' THICK DUCT LINER ON AU. SQUARE AND DUCTSEON SYSTEMS SERVING THE DINING AREAS. BAR AREA, TOILETS. OFFICE AND STORAGE AREAS. SIZES SHOWN ARE CLEAR INSIDE DIMENSION, SHEET METAL SIZES SHALL BE INCREASED ACCORDINGLY. 0 REMOVE PATTERN CONTROLLERS FROM SUPPLY DIFFUSERS LOCATED NEAR HOOD. Nelghbahood Gal & BQ 17790 SOUTH CENTER PARKWAY TUKWILA. WA 408 #: 94220 this doe -ne • and at txene. tMNaeallelle elld o le bife.,neuan tantanlea OM ; a,• tla exeearw brefry a APPUBITS timbal ebb «t ie M. do frow aieantnn a. of lwM tat and en(Mti eantalan that Miler theta dee,lnMat et the :MOnnol;en c aaasta a eetlM4 ttemxt0. w etamee le stoic xCW%O (MMe COM Or Wan satAtottomi. ire Ne rwwaut+e4 eeoMd (eepa) tw pe eibibertd 1M h0'ett bible eewnt e! tpp{ [•M end 010114 It let. %b ~r _e.npaaMOtaih� of e0 etun ei 11pitrAlb iM 1M at } a"OI�d LeieO °terti°Itl"u11d�W tee. i OstrtPM lO*Ult "t a tw zest a 14bd Iy rt41htt1. M/UBLtd 1UTLRIMf4MK. drl. ® IOM BID DATE: REVISIONS REVISED 3/2/95 DOTAL 12 -14-04 NOTES 1. 2x2 ACOUSTICAL TILES 2. 2x4 VINYL COVERED ACOUSTICAL TILES 3. GYPSUM BOARD CEILING, PAINT FINISH 4. BEADED CEILING ( _BEAD BOARD) 6. UNDERSIDE OF F1 ISHED WOOD HEADER REFER TO STANDARD DETAIL 60 -20.1 8. 1 x 8 TONGUE AND GROOVE W000 CEIUNO CLEAR FINISH 7. UPPER BAR CABINET. 8. HEADER AT 7t -d' ABOVE FLOOR. WRAP WITH WALLCOVERINO. 9. LINE OF CORNICE MOULDING REFER TO STANDARD DETAIL SD -2.1 FOR PROFILE 1G. ' EX UST HOOD - t #i sallx .A t .A-N50 11. SVA TAI x WOO. RESTROOM LIGHT PER DETAIL j\ 12. 1 ��- D TRIM, CLEAR FINISH 13. NOT USED 14. NOT 18. METAL -CEICING'k v PROVIDED WITH TV SUPPORT BRACKET. FIELD PAINT TO MATCH CEIUNG. MOUNT BRACKET AS HIGH AS POSSIBLE 17. FOR STANDARD HEAD DETAIL SEE SO -27 18. SEE ELECTRICAL DRAWINGS FOR UGHTS IN STORAGE SH DIMENSION FROM FACE OF METAL STUDS I O ■ ' O ■ O I�I►•�I�I�" 1 �1 it NO CEIUNG 1 I ° I ' 1 `''T�Ne'N 1 I ig ® D Hti 0 0 0 t o i V - " , fay .I_ Ian —4. a O - -.illl ______ .i!II!'--- 1n-- --- -6•�,� --- — :jell - -'� ��; — © (S1 illllii�f1111i��IItuIIil111i h{11I1�11I1IIuI11 WAN CITY OF ROVVEDD MAY 28 AS 110 BUILD—WOLVII3 FIRE PROTECTION NOTES: 1. SPRINKLER CONTRACTOR SHALL PREPARE PLANS SHOWING TIE -IN. REWORK EXISTING SYSTEMS AS NECESSARY TO MEET ALL LOCAL CODES. SUBMIT TO FIRE DEPARTMENT FOR SEPARATE PERMIT. 2. AUDIBLE AND VISIBLE ALARMS MUST BE INCLUDED IN FIRE SECURITY /SPRINKLER SYSTEM AS IN BARRIER FREE CODES AND ANY OTHER APPLICABLE CODES. CONTRACTOR TO SUBMIT DRAWINGS TO LOCAL FIRE DEPARTMENT FOR APPROVAL. gcqeq35 REFLECTED CEILING PLAN ur.r_r DIMENSION FROM FACE OF 2X8 HEADERS J LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN GRILLE M' O UDYER SUPPLY REGISTER mg O %jER RETURN GRILLE CEILING SUPPLY REGISTER CEIUNG SPEAKER (NOT IN CONTRACT) 15 RECESSED WALL SPEAKER (NOT IN CONTRACT) 1 0 RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE LIGHT TRACK TIFFANY FIXTURE 0 DOWNUGHT cat EMERGENCY LIGHT ® CLG MTD EXIT LIGHT GENERAL NOTES: 1. FOR CEILING HEIGHTS REFER TO ROOM FINISH SCHEDULE ON SHEET A8. 2. FOR BAR SOFFIT DIMENSIONS REFER TO SHEET 8 -1. CENTER SOFFIT OVER BAR BELOW IN ALL DIRECTIONS. 3. SEE PAINTING SECTI OF SPECIFICATIONS FOR ITEMS IN CEILI17G WHICH MUST BE PAINTED _J SURFACE MOUNTED SPEAKER (NOT IN CONTRACT) MOUNTED TO WALL INSIDE AWNING r NORTH a Nettbarhood GOBI & Ba 17790 SOUTH CENTER PARKWAY TUKWIL_A, WA JOB 9: 94220 no Oxon* aad all p.Nla..ssd�aalr,.aa.,a soar ada vatcs conies; Uaak% as pr ~lake ,..gay d Natumu•l NITAWKINIL INC . nwa bent, in SIM ad eaaalaa a.a aM mi snu aNa..Sa at Iaa YIIb1wM110a talr:: mass. aN a caplSd..�p,eSal. e. aaaatss %aN� 1/e"Ilq"°' ZINC IIaa 4 a..S.JOpw4, auiawl) pea,i.MaalpMb WWNNpNpa.aMM r as bry.,ap� M.°OOaaM4 rice tlLL'0 a Y. gut =t a7 "•ie'MIUeN of K° tt treettavenar amn .noxrutaw. ma Q me Aria Group Architects Inc. ® A�1100 iwt tOAS st suite NO F suit; 70&4418400 LW Tax 709443 tf88 BID DATE: , • PEWS 03 02 95 v 031131R. 0317 A7 DECEMBER 15, 1994 LA-' 40 ,2501101J -&F : E Aso. asibRoUtegsasemea t.o+'111�r; anneaulawninint n... I.V.! .IM&wu ..'I....n....•.• 0 O 0 0 0 I c ii k • ,.00: M/'.Y11fJ.. I,Ow1t• rte. sae Mb w "". "r..wr M e, r «w 1 • ..M WWI My 4S ma a as "t.: 0001 SS lie tot AMMO !SS IS ISO IS 10 10411 Ili ..Pit 0 ra : _ �0`w M 4ribi. 4« OBI.. M tj' .M► I..N it . instala Can COS* PA • .. ••I" •.nw.w" wow lean aaarwes spa ryr the fop INS ts C. II Ma soil Mr w.ow•- a...o.r uor aMs «w.e NO Mrs es t 11110•414 w "M ••a a May r 14001. ACTS co •4. •. • 4 •• :. !' .. • .. TOP OF PAVING ELEV VARIES SILL Oil qe RECEPTACLE /ELECT 1 c! HEAD METAL CASING BEAD, MOUNT THICKNESS OF DIME AWAY FROM OAK SILL TO ALLOW VINYL WALLCOVERING TO WRAP EDGE SD-50 DETAIL ® DOOR 12 1 1/2'=18-0° FLOOR TILE THRESHOLD, SET IN BED OF SEALANT SIDEWALK @ 1/2' +/- BELOW FINISH FLOOR DOOR SILL 35 SECTION sp. 51 LIGHTED CHKBD 1/2' GYPBD 019 EX4 STUDS (VINYL WALLCOVERING) 2X4 CUT TO 1 -1/4' THICK AND INSTALLED FLAT RECEPTACLE INSIDE WALL @ SILL. CONNECT TO SAME CIRCUIT AS BALLOON MURAL. DETAIL SD -43, SHEET 50 -5 1 X 3 RED OA ITEM F -4 LIGHTED CHALKBOARD TO BE RECESSED INTO WALL & SECURED WITH BRASS SCREWS & FINISH WASHERS 11 U 1 /4" R.O. 2' -2 1/2" 3' -3" oi 0,6 1/4", SD-52 LIGHTED CHALKBOARD DETAIL 1 1/2•=1' -O' 1 X 6 RED OAK HEADER ABOVE 1 X 3 RED OAK ,1 1/4" SEALANT ALUM. AWNING MOLDING AWNING FABRIC 1/2' 0 LACING BAR LACING THRU GROMMETS 1' SQ. GALV STEEL TUBING SD-53 6' DET1' - AIL CO AWNING =O' NOTE: ALL WOOD TO BE EXTERIOR GRADE 3/4" M.D.O., PAINTED ON 6" METAL STUDS 7 A A S OPE R'DF) SINGLE PLY ROOFING OVER 1/2' PLYWOOD DECK ON 2 x 12's 9 24' o.c. SECURE TOP---5F11 PLATE TO 1 II KITCHEN WAL _ 1 I I 1 I1 1 1I I' II 11 1 I I I I ,1 I I 11 11 I' 11 II II 1I 11 1 I I I I 11 I I 1 eri 1 II 1 II 1 II 1I 11 I 11 II 11 1 II I1 11 I II II 11 I I 11 II I 11 II 11 I II II II I 11 11 I1 I 11 11 11 I II 11 11 I II II II 1 11 11 II I II 11 11 1 11 II 11 I 11 II 11 1 11 11 11 I 11 11 11 1 11 II 11 I 11 11 11 1 11 11 11 I II II J1 -- 4-- JL-- .1 ;___L-- J•,--- w-- di_ - -u - -JL 2" 12' -1" :1 , 2" NOTE1 ROOF SLOPES - CLG. HT. 9' -0' @ KITCHEN WALL (LONG SIDE) AND 8' -6' @ SERVICE YARD SIDE. SD-54 1/2SEC' 1' -O' TION c1 STORAGE SHED 1X6 CEDAR CONT. INSECT SCREEN PLATE & 2X4 STUDS BEYOND 5/8' T -111 SIDING, STAIN 2X4 TREATED SILLS VARIES (SEE CIVIL & ARCH,) co n FA GREENHOUSE CEILING 9 1/2' COLUMN BEYOND DETAIL SD-55 HEADER 1 1/2' •1' -0' 6' METAL STUDS @ 16' O.C. W/ R -19 BATT , ION & 3/4' M.D.O. C 0/ r HOOD FIRE EXTINGUISHER REMOTE PULL STATION ( +60') LT. SW. CONDUIT FOR LOW VOLTAGE WIRES TO DETEX ALARM TO STOP JUST ABOVE CUTOUT FOR UNIT REMOTE DETEX DOOR ALARM ( +60') SST CORNER GUARD 2x BLOCKING DOOR 5 DETAIL ® JAMB 3' =1' -0' SD -56 SD-57 SILL ® DOORS. 1,2 & 4 SD-58 NOT USED QUARRY TILE /DOOR THRESHOLD, SET IN BED OF SEALANT SILL ® DOOR 5 SD-59;1 3•Q1•0• /2" CEILING FLOIRESCENT LIGHT FIXTURE 3/4" PLYWOOD OPAQUE PLASTIC LENSE 1X WOOD BLOCKING SD -59.2 VALANCE /RESTROOM LIGHT 3•=i' -0' COOLING SLOTS IN ICE CREAM FREEZER BY KIT. EQUIP. MANUFACTURER I FRP PANELS ON 1/2' PLYWOOD 1' -9 1/2' CONDUIT TO ELEC PANEL Its CHEF'S TABLE II JUNCTION BIUX PER ELECT) SST CORNER GUARDS TRIM STUDS 1/4' @ OPNG 3' -0' X 2' -0' H. ROUGH OPNG BEADED CEILING (BEAD BOARD) FULL HEIGHT, DARK STAIN FINISH. REFER TO PROFILE, SD -2.1 3/4' X 1' RED OAK FROM BASE TO CLG BAR GRILLE 'TITUS' MODEL 3ORL OR EQUAL, SURFACE MOUNT WITH SCREWS. GRILLE TO BE FIELD PAINTED S D aim. 1 SECTION CO WALL GRILLE 1 1 /2' =Y -O• START OF BEAD BOARD CRY OF TOKWIU APPROVED MAY 2 8 199 AS NOTED ILDINO DIVI LAMINATED PICTURES BY OWNER--a. FRP PANELS • ON 1/2' PLYWD ti -LI IfeAN • Neighborhood Gflq & ea 17790 S. CENTER PARKWAY TIJFGWIL_A, WA J08 #: 94220 n.r •.p.1.m& ow all par. ,WCYI.•i"M.«r •1.« 4.1o•444ab., 4a04.40 u•.•w on .r so Sty a Pnia s .111AIp.1o1w..,e in Tress •e M •a. • . rr ew wefts 00 « a.• tae. « Or .a.r. arap..p• a m raft ei0.s.Jr«....a.1 1w" nw 0•• a a a.! 1, w Ar N; • li=t M pY - .1C. ="«ta°"1"a atearanatoOlec Nritiette ,na.aw..C. upon *0 " p b raasxrs wnaanP01. «c ® 1.w Arta Croup Architects Inc. 1 1 SD-62 SECTION ® PICTURE HEADER HALF SIZE ► r010 MW, hake St. Site 140 00* A>* Illinois 6030? 7084458400 for 708.443 1788 BID DATE: REVISIONS a PERMIT 03/02/95 z' UMITM,c. wpm* & gri,. 05/2 +135 SD6