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Permit B95-0338 - OFFICE MAX - TENANT IMPROVEMENT
City Of Tukwila s L (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0338 Status: ISSUED Type: B -BLDG Issued: 12/07/1995 Category: ACOM Expires: 06/04/1996 Address: 17501 SOUTHCENTER PY Un: 300 Location: Parcel #: 262304 -9067 Zoning: Type Const: V -N Type of Occupancy: STORE Gas /Elec: Wetlands: Slopes: Y Water: TUKWILA Sewer: TUKWILA Contractor License No.: DEJAGI *233K3 # TENANT OFFICE MAX 17501 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER SHIDLER /WEST FINANCE ". Phone: 206 624 -1444 800 5 AV STE, 3500,` SEATTLE, WA 98104 CONTACT HOWARD TURNER Phone: 206 365 -7431 18420 24TH PLACE N.E., SEATTLE, WA 98155 CONTRACTOR DEJAGER.. CONSTRUCTION ;INC. Phone: 616 530 -0060 75 60TH STREET 'S.W., WYOMING, MI 49508 * ** *•k * ** *** *** *•k** * ** kit * * * **** * ** *fir * ** * * * * * *** *k• ***k *k *•k1 * *4 * * *k * * *•k * * * * ** Permit Description:. INTERIOR TENANT IMPROVEMENT, SETBACKS Units: 001 Front .0 Back: 0 Buildings`: 001 ;: Left .0 Right: 0 ,, Fire Protection: SPRINKLERED. t :•% UBC Edition: 1994 Valuation: 400;.000.00 Total Permit Fee: 3,943.46 * * * * * * * * * * * * * * * ** tit****** ** * * * * * *** * * *** *** ** * * * * *** *fit* k * * * * * * * * * * * * * _.4.23101W Permit`Center.Authorized Signature. Date I hereby certify that I have read and examined this permit and now the same to be true and. correct. All provisions of law and'ot^dinances governing this `work `Will be complied with,` whether specified herein or not. 1 t The granting of this permit does not presume `to give authorjty, 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 'uildin• mit. Signature: *' CS ...• Date: Print Name __ l Q `T"IN:1\1 L Title.:, __ �► � 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, i • tit!` ..........,.......* .............■ ,,,..■,........, ...a...7 .......... .......................... 4.....,* ............................... .....r.................., , , ..................................,.......".....................b............. ,I. ...a.. da....1.....,...,...... ' ■ \ ' ' , \ . . CERTIFICATE OF OCCUPANCY CITY OF TUKWILA . 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA. WASHINGTON, 98188 --- '' '''' ' ' ' ''' ,:l :: : ' '' ' ' '"'n',...12. ( : : ; .2 ': , • '' : ' ,I;;,..'",! ,., i,, ' :i' ix: ":::,,,.. ,. ' '' .' ' , ..7 1' ,L 7 (i;• : '''.. ...; A i.", 'ti, ' '" 2 "' t, ' ,--,, ,:; A ::,..",,,, r •:',- ,-- ,1t7;',, ,, „, 'i,"1 '1'.'‘ T: 'P', A ,; il „ ",-,!,.:',,''■''‘... 4 , , ,,. ...,„" ,,, THIS CERTIFICATE I.S.S4.),E,D' PURSUANT), TO THREpt.upEmEiv, OF sE049,14 307 OF THE UNIFORM BUILDING cppts•CEFt:TIFNatl(f4 THAT AT ( „TI-IE Prime:r0biqf;i„sjmnitet11.5.3 STRUCTURE WAS IN COMPLIANCO„'4,),ITH i0RDINANCES.g0F„ THE .,,CITY REdilLgTING BUILDING • CONSTRUCTION OR".'11.WE ANDAALL APPLICABLE "CITY FIRE 'CODES .49' FOR TiiF,,OLLOWING: , .,,,0 • , .... ' '' 4 t 1 \\ --.‘,..., 'ii ,, ,/ — '',./ • q: ':'• .,. '.:,,, , ,,,,,,,,:, „, ,, ..... j .. t ' .:* .,,,,....,„.. ',.,, ...,-. Teritiiyt :,,I MAX 1 ::,....\:‘ , : '' '.. P e r iii t No!) Bui 1 di nu AdOi=4.4 :` 50 1 i.SOUTHCENTER R,Y,. .,,.../ Suite, No:.......!:;300 i 0,!.' ' .. e.,) '''':::''''' • .,,.„1.1: t 1 4V' L:e , ' ,,„ ,i if.' . • • , -.' ,..: ., •?:, ••, \V rdl Pa ript IF li , : 41$ 4304- 9067" , -,–.."'" i l . ,.,..- I Oirinei I OLER /WEST - FINANCE ..,-. t., „^ \ ,1,. f i v.... ,;,,,, 4 ...1.. 1 i 1 1 ,1 . 4)1 . t " 1 q r i, I' , ' ,, ::,,, _, ' .. I '.;' i 1 ;‘, ; P i „ ..- '''''i '''' q •, 4.. :. .1 . ..,3 I : \ . --.Q!. , ,,,. .4 04cpptincy 1 STORE „.''' ,," ',4 1 /- - - ' ,, OCCUDarit;Ltiii : 699.ti Ocettpan.lk Grpuf: M ''.,?-'` „.. i '4 . .,,',:,.\,„ f ',, \,17.*" ,; Type of Coristr4 V -Nil 1 . , ,.,-; i.::"` ./ / / ,..,, ....t .,, ,i.,.'S.‘,... ..:,. 4 1.07f.lit rjl. 1. , .' ' i • i l 'P ''' \ ,-. ' "I -,...,.;'■„. 7 \ 1 ih ) 1 ( o --',-.1 4..0 \ ‘ ‘ I ' ). .44',510' FIV /., 4 ■ ,w tO 1 1. ' 4.N A•., _ IMPROVE 2 ,• . --oPi: P e!RIOR :eTENT q: MENT . 1/ C i i IV ' 't 1 ‘ c , 1 - .,, 0 4 1 4 4' \irk, '''k,,,,,-3 0 " v i 1 i \ , , • tli ''S., \ \ .14 )\:„., ' ' d II ■ 4 ,, , 44 / , 4, 'fi A., ... , ....; — .... ..a........ -.d—..- -...- .0,:fm —.- .....,,.. '' 'B. Li IN 1114-4Fri-EIAL 6 14.0.1 1,, ' 43" (1 O• * • , 1, ,q , •,';,,, . , i t ;0'4 ,, , ' *-,..'-`„\Z:‘, ' t J N 4.•: •::, e." .':.• '..:' '''';' 4 ' ; ' 1 • rr . I', , N a THIS CERTIFIC TA BE CDNSTZU01.),,...SLY POSTDA914 PREMISES --..,,,., „,;.„,,,.. '' ■4....I'' , ...1:■.'se 4J'''' ,,,,,,,,..%<,/,',59.,.1;t:''''' , . ' '.' , :::4 1 .4;', 1.,. '' • .... ...- ,..... ''.4 1. 1 1:; , '''''''' ''.'" " 1" .:': : „, grc.• ",.: r4,,„ .. ,. , . . „ . , . „ . , . . . . . . . , . . . . , , • , • „ . , . . . - , , • , . . . . . ., . „ . (40w CITY OF TUKWILA. �`, {► Department of Community Development — Permit Center * 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 • `tsoe . (206) 431 -3670 . Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER GRl C/2„, 1 { lM( SITE ADDRESS SUITE NO. ern C� \1501 SW 4P r 5 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. >:.. Ap.PaD�f Et7 ,BUILDING to 27 c1 5 R• CONSULTANT: Date Sent - Date Approved - , initial review i _JROUTED) l / FIRE PROTECTION: ►�� Sprinklers Detectors N/A FIRE // l C 1 1/1' Q, ` FIRE DEPT. LETTER DATED: /I � /9 r INSPECTOR: J U( *00 / INIT• �f a �•a / •�/ ZONING: �.. BAR/LAND USE CONDITIONS? (;j No 'CANNING 1 1/2 ei � 4 J � REFERENCE FILE NOS.: e.,9 -ad . INIT: //0. /� MINIMUM SETBACKS: N- /0 S - l0 E - v W- , PUBLIC a�270 UTILITY PERMITS REQUIRED? • Yes ►� No PUBLIC WORKS LETTER DATED: WORKS INIT: O OTHER INIT: BUILDING - 1,2`(P'CM TYPE OF CONSTRUCTION: CERT.OFOCCUPANCY? UBC EDITION (year): final review INIT: A \/ t •Yes 0 No t1 4' L BUILDING ) 91(, ` l OFFICIAL • INIT: ! A REVIEW COMPLETED — AMOUNT CONTACTED OWING: t� • DATE NOTIFIED f I C. BY: 2nd NOTIFICATION BY: (init.) , 3RD NOTIFICATION BY: l (init.) 01/08/93 9 L BUILDlN BUILD1NU PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Bo /evard, Tukwila WA 98188 D AMOUNT RCPT # DATE (206) 431 -3670 9 Li- es BUILDING PERMIT: FEE c ;p" PLAN CHECK ' t� PLAN CHECK FEE ' C SS1, -J1 NUMBER BUILDING SURCHARGE 14:16'H: ;APPLICA MUST 8E OTHER... FILLED OUT • COMPLET E L Y .TOTAL.- , :`- 5CiLi5 :r SITE ADDRESS SUITE # 1 VALUE OF CONSTRUCTION - $ , PROJECT NAME/TENANT '-/ ASSESSOR ACCOUNT # c : } 'w1: . - r & M -r AT P C»' 9(A _ o∎o- o�- go(Lf1 T OF 0 New Building U Addition KTenant Improvement (commercial) 0 Demolition (building) WORK: 0 Rack Storage O Reroof Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: - III . () - L) 6;<-) 'C C/ V k.) S 1 -)Q , ?)t L'( ?EPA v i O 6 -ot 11 BUILDING USE (office, warehouse, etc.) t E' I \ t,_ NATURE OF BUSINESS: ' "4 ° -`> ✓ c.4 CJ 9() t 65 4 sow ( ),v, IJ r WILL THERE BE A CHANGE IN USE? 4 N 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 2' 4 2. Area of Construction:. t$40./... WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ( No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ►'' S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER ?. II -c. Q /. , j } ,' t+ � PHONE e. „ d p i 62 eis ADDRESS 506y G a A 4 a (E.; aiet) ,. `V�' ZIP /9104' CONTRACTOR 1,..j t, }-r L.'. Ni t: „ ) Iv( r'-t°1 - PHONE — ADDRESS -•. ZIP — WA. ST. CONTRACTOR'S LICENSE # -- EX ?. DATE — ARCHITECT Tu(- '1,.1 :'.. ' f%.eo4, v 4.,, PHONE 1049 '✓op •74,-3 I ADDRESS 1 p 41 0 2,4 6 1 _1. rL.., Via. • ZIPq t.22n I HEREBY .CERTIF ThIAT : :1 .HAVE ;READ ` AND. EXAMINED THIS ;AP SAME<TO .: BE TRUE AND CORRECT;: S AN AM` AUTHORIZED :TO APPLY :: FOR :THIS PERMIT..; : BUILDING OWNER SIGNATURE r ( DATE OR AUTHORIZED PRINT NAME .1..,1.cusi)-(2U 711e -N f ) PHONE •d 1 4 , 3 \ AGENT ADDRESS 1 cij4.,-to 24:51; c(, QL_P-: , CITY ZIP TIN., 9 e,\ cz CONTACT PERSON t j , }1 .1. ) f2 r TtA1 9 . 1 PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior t^ submitting application. In all cases, a valuation amount should be entered by the applicant. This figure wilt be review od and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architectiengineer, 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 .,80 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED QkI'E APPLICATION EXPIRES 10-- 3 -- q5 Li- 1 1tuPuo:, 144 V...■;‘ 4 • i• k ' h'''• ' GENERA 2397.25 • GENERA 4.50 A41 ich-fr..“.k.A*4 ft*A*****Alt A**4** TOTAL 2391.75 CIFY OF TUKWILA. WA 1 1: 7 59 TRANSMIT CHECK '2391.75 Alk CHANGE 0.00 RANSMIT Number 94003321 Amount: 2 lqi 79 i'liA7 ,f0 5 1,23 0634A000 16:32 Payment Method: CHECK Notation: TURNER a ASSOC : Permit No :A95-0330 Type: B -BLDG BUILDING PERMI1 Parcel Na: 262304-9067 • Site Address; 17501 SOUI•CENTER PY • Stu Fl: Um: 300 Total Fees 3 This Payment 2,391.75 Total ALL Pmts: 3,943.46 Balance: .00 A Account Code Description Amount 000/322.100 • BUILDING NONRES 2,307.25 . 000/306.904 STATE BUILDING SURCHARGE 4.30 • ' ‘r, • .,! , 1 7 ,, :;.a - ,.;* thk • Ir .' % 4 4 t " '• ' `. 41.1 ' '' '", t . • '. , ,. , , • I . , .... , . • (.,.) • . . ' • , . • . , , , ' • . ■ . .e . . . • ... • GENERA 1551.71 TOTAL : 1551.71 ,CITY OF TUKWILA. WA -(7'=..jr- fRANSMIT CHECK 1551.71 1 ,, NGE '• . :• TRANSMIT N■AMber: .9400303/ AMount: 1 1°1 " / 240;0" : CHA 6712A000' 1000 5:38 f ,.' Payment Method: -CHECK Notation: OFFICE MAX INC. Ini: a 1, 11 . :•• ! . . . :Permit No: :1395..•0338 .Type: 0-131.DG 'WILDING PERMIT : ' • _ Parcel Mo.: 262304...9067. , _ . • . . 3 ite.Addr'es4: 17501 SOUTHCENTER RY . . - i'• . .. _ Fli Un: 300 _ . • , _ . . Total Fees: 3.943.46 :, This Payment — 1 Total ALL Pmts: 1.551.71 ' : .',H.••'..• •• ' '.'.:.'• -: '! . . lialanoe: 2.391.75 ' ..,'''...'.,; ... . 14,.11**:4***W********A******A***A4.*4***A****klit**********10.*A*:i***A.* it Acctitint Code Description Amciant • I '*.',... '..-. -.':', '..'!. 000/345.930 PLAN CHECK -. NONRES 1.551.71 ' :. •,•..„ .'... ''. ,...• - . . „ ...„ . . .. . . . . . - . . . . . '.. , . . • ' ;', ,• ' . . • . . , • . , , .. .,. ., . . . . . . .. : . . .. .„ .. „ :. :;:•.;;" • . . .; . . , ,... " ' ' '' • '' . , , , . . _ .: ,. •• • . . . : . • , " .._ . ., • ::.• i'•., : :,.:.. . .. : . .!'1 , ,:; ., ...'1,:,; , ::' ,.. :; ,,, i , r.f . , , ,I.4 - .. , ... , '-v.. , --v / 1 - -..:. - -.;:w,:',, , w4c.;:,:: : ::i. : i. , ..A7',1:AY,471 . 1. , ;i4:-.41 , ,i.,,,,,:;11-71 , .,.- !,..:0,.):,.;,,I,'iN.j.4::.:0,',,,,Vill::•,';.i:t.:‘,.:61;;:-;i7;kf..6!;0,,':4:.,41,1,;:.1,f;,-,:if'41!.0sk:..,::;.4'gi;,/ige,g1A:.;.;:lg&i'ati4.ila;lii:114.6-.4,1k414;i,:gak.,'i'litl,V2ii40.1a*M;:tekri.W3P.:,,W1,81,1:41,41e.,1;11.4.LageAliglitAila _,... ... r - INSPECTION RECORD (-* ,, ( 3 s,5 Retain a copy with permit 03 3 r er 1, ;„ .., • ,-, 11 1 PERPIT NO.1 [ CITY OF TUKWILA BUILDING DIVISION \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . 26 06)-1-3670 ..., • ro t : i f ypeo n si: ....... 9 ..i, . s • • ress: — 'r ' ride /6, s: 1, • DatellihmUA: 2....... ar.r. Requester: Firm No.: P % IP Agi, APProved per applicable codes. 0 Corrections required prior to approval. COMMENTS: __.--- . ---. c - — — k OZ i ........ :., ; ... 1 f , . ,.. •': Inspector: A I, 0 Aciit ../ALAta Date: - ‘• -- - - ....._ 1 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . '. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , , „ , ,,,.' „ . •. ' , , ' ., • ,, , , ,,' , , , , ,,,, P:' ,. ' , + ` --' t : ' ' '.2 ..,„ INSPECTION RECORD /Retain a copy with permit -03?;i INSPECTION NO. PERMIT NO. `. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818:%* (206) 431-3670 Project: 0 ,rF AAA Type of inspection: ri A Address: pl Date called: . ,qt _ 1 I SotZrge641 to , Special instructions: Date wanted z p.m. cige- DE-17 ItS° Requester: 3 .- VAZ g. \ I_ VA 1/A Phone No.:5 02 4q I Approved per applicable codes. 2;.Corrections required prior to approval. COMMENTS: I ADJUST RAASOC, 0 -- t - c)tLz\ - % . 2... /06 /S A 4A0v(f- Lo.m..69 St tkLt11 • AlLota t tJ wAtt,-mv■sst o Tte kJO Par nkf fc-AG tr Sf(714 3 A-a) tAsi c44t4Dog- , 0 cid V. 5 se.04cr cz,,J4.L. c ....weLL. . , , • , etz- t br ID tiAt-qh_q9 61 I% \AC N.SNAL-71L- 14...is■GtATS, ohio, .;•••.` , • I Inspector: GaG Date: 9(0 I !, 1 $42.00 REINSPECT1014 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - • Receipt No.: , - Date: - .- �..- ....- ..... ..r- r.1++^+sn•+�G:itWI.�A:..+Vl �.p+�uw+YUw 0 / Irti t{ �w- +FMh.�VM.Aw.fuY+VV...Y+W.Ww. yy (INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . ►1j (206) 431 -3670 . • - : DF Ace A:), YPeo ns. :..n. )R. • r I Do ta. , Special Instructions: 3 Date Wanted: '7-- - Z ld a m. p.m. Requester z R `+ ` A L-A t� 1 V q� FAR L ! .Ail . PLEAS 6-- Plan No.: S �� _ ‘q 1 Q Approved per applicable codes. Aij Corrections required prior to approval, I COMMENTS: / � f ., #//.3 P..a 4-'A""/ `vt'.0 - I.� - G4l u =i ti. a . tr •• C, r *' w i ', . ,':l 1 ` }j �i r x , , I Dater 2 "/ / • Q $30. REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at r : I 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Ri No.: Date: { ..... r e1rN.... ...i. J.}?..0R }A}� ... ;ii� l'. i'a at:w�� . �.ht. 1f7!K�LF`fMf4� Fr { t 4 • • Y ...' . . , 5 ) c. INSPECTION RECORD 0 Retain a copy with permit 1, (4.1.1"4giy. . T N e. CITY OF TUKWILA BUILDING DIVISION \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 101k (206) 431-3670 ype o ns • • n:6 G Li I jc rem e : ci t 5DU".".510.1\\TER-. Special nstructlons: so 0 Date Wanted; 2- - 2- - 9 ( a . . Requester: — 75-gR N I V A 1,-A "A . rt Phone No.: , Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • . , , • , • ' e Ak AIM nsPect° 111, 1 7,4 A4/B31111111 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rea* No.; UT— 1 t+14,4 AT, .iki=tcr-rirtReitt‘b7 atiTnaigtIrstteAd44111r tit l■ NAR..t.raa s 3 INSPECTION . RECORD 13° f Retain a copy with permit 0334 RMINO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � �� (206) 431 -3670 'P roject: FF 1 n t , C ' Type of inspection:` t OD hv2_ .501- -j P \. e Called: zq - 9 Sp Instruct ons: ate Wanted: 3O am. p.m. RequestetTe_rzrz,, I JA LA • Phone No.: 10 15 - ( g . )3i(Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: G6,,, /3 !>, r_en lIA A C —I\ • • • • a ;r 4 era i r t .c Inspector . Date. / ,4411.1i • + rt ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: I LIRe• , ?fi tF �ti „ yxY :Y•.N�:•:'�t Tt n •... r..�.•..... e i • ...a -. . - 4 . _ ., x r... 1 ,.<,.. .w WI v4 INSPECTION RECORD • b ee's- Retain a copy with permit d � :I Ire PEPMI NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �1 �! (206) 431 -3670 ypeo ns• Address: �..� �, < : o .Tt r; ; "2 Special Instructions: `' Date Wanted: Requester: Phone No.: P Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A: m2: / 4,77.A17.A.4e • • F nspecta: L � r . �!J J /,LLr i ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100., Call to schedule reiropection. tiwinumommimum w. is sh.WYi t,d_ tt�u.m?�iZ4A46 tt{ra ttilx ki:.,44* Tt ttW4R4i it kt teltilkniks ffill r"‘i INSPECTION RECORD ° 4 75 1 Retain a copy with permit 033 9 . ;1•4.• "rill I.. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION b ' A,' 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 pi, ( 206) 431-3670 Project: A ii , t A , ., Type of Inspect • 1: , . ' .R.1.- - . t t ress: 0/ . : AI nst . • ,.. 0 . "ant .:/ am p.m. Requester: ---- 4 L Ftone No.: , . ., )i( Approved per applicable codes. 0 Corrections required prior to approval. . COMMENTS: P:7-Y---C.-e_."0 A-- cp -d.o---,. / -2 7 ... t e...) ' I . .1 , .. t — . . - i ,< rfr ____ _ 4 ._ .. • ' ;'. •.: . : • • ; i. ::'! , , -:' - q) ;,''',.• ' . . ., WWI nsPect": armoraw,,,...gli a ..-.:.--.,-,,-..?..,,,„,:.,,.,,,,,„;... APP.— lr • w — ' ' ' 0 $30.00 REINFECTION F REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcsnter Blvd., Suite 100. Call to schedule reinspection. 7 51140.: 712e: I 0, '. :..,;:: , 4,,,,,,,,„,.,,,,,,fily.rAN,g . . , ,, , 0 :i • CITY OF TUKWILA BUILDING DIVISION li • f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: 0 (c # 4 — ' /Wax _ Type ns . Co9/.4 , Address: . . i 750 / ,...s.- , 1)..A.,,,'E'c'ed: .. Special IndructIons: ,P Date Wanted: / Requester: ■ Phone No.: ( AM& . ' • 0 Approved per applicable codes. ig Corrections required prior to approval. COMMENTS: 1) ,4/ ,..54...n , .. 1 471 4,.. ,......e /1 ,...,5 ,,....„... it, et hotA p , 4-7 "-8(_..../-4 /4,-, A4.7 /44,1100-7,(S ..,.. ,. it, • ••• ‘ $ ! ./ .1 ... 1 -Y' . i 1 4■•■7 e I 9 '"'t i , 5 1°1 '' Kett. rx 6 c 4 • 1-e, • A '',-- lea c. r,/,‘ c, 4 e 0- 2 - -e-e 4e7 0 , -- "1" .# A-0e .• t 4 . . . . — . , • 4 0 .. ... 1 • • . . L ... . " I f / . - -0 • ... • • ...OS ' ''.... .....1 40 ... ..‘ • r , ' • . . . . f - : e ' -•I . . , . • , ...,. h.. . ... .. ,..,.., ,..., - ... . . _ - . „ . .f.L.44. ..? , - 4I Ade .Alf.A.Ar A:- A . Ar.._ , ....-..., Lir Ar / ;# : ,.': ' ‘, - ! 2 :-. '' . , , ',. • '- ,.;., '.,s •••1!‘ ; If . .. - . , ,.. , . , ,,,..... • , . . .. • . „, , . . ,. . )inspector : if) De e.4...„..4. Leet4.2e)...7 al: . ... ., . ,. .. . ,. . 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at f: ' . , . • . •.. • . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ., ,. , „ • . , • . . . - . ... . . . .. , ":-...,•,4...,,. 4-:.,.4k;;,-mgtAFAsiortgOtiitig-f.41:WottattittiAtliresittir. 4 INSPECTION RECORD 0 ` Retain a copy with permit 03 .. PERMIT N0. / 1 , CITY OF TUKWILA BUILDING DIVISION 06 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .� (206) 431 -3670 1A 0 rot op = A I Type of Ins.:. • Al l Date Caged: IN T • W r3 1 I LI l Special � o 1 53t p t. f ) 2_22. ``I 5 nstructions: Date Wanted a. - LA - - am• .m. Requester: — Si SRI , Phone No.: . ✓ _ g 79 (Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS; All.„ L , c P a c s ►J A NO F ,f.° 6 Lt. c14-1 tiJG. ref= to a u..at..r 14A R.— s 1 1/v1A41.- • 1r,1■ 4-t--- tGYa Gm t -EVJ 6 lAl4 A c - t uJ 1 NSP.'C�'La,..)5. r t `f s { 7 t ���y� T •A h • Inspector. Date: CD $30.00 REINSPEC 'ION FEE REQUIRED: -Prieto reinspection, fee must be paid at 1 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. 7411 ,--- Date: ,, r)..4- -, ;, , hF+:L,,- ,; di .'J rt 'r»:..'xt.°vr � i•,.. •,.tA.'` 0.li fe r.... - . . i Afi . , ,,k.,,,,..,..`i 4u_:hr.,k:'F:-".3 ,, 7i.,_,.r... .... st, >. . , .. . ,. ` 0 INSPECTION RECORD Sq I Retain a copy with permit PERM tm. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ‘t 1 - 4 . (206) 431-3670 Irga: of.4,. rylosx Type of InsPedion: 6 o 3 5 co,...ton Address: ... t ruprfth .1 1 t n) Special Instnictlom. 3co. Mt e Cake, i ,‘ _ ri Ni f ‘ i 4 1 -I Data Wanted: Requager q" It ILI i Phone Na: ,.. , 74 Approved per applicable codes. 0 Corrections required prior to approval. t, d ,_ _ COMMENTS: e/1--- bo/J7(.7 .4.4/191 ) / te, ''.7- ila, (—k 4 , t J "V' 'AC fr\ 4 7,- ) i 7 ' i ' j • c.....4-,..e.1 — ( .i-e.L ,...e..,,.i 4r 5 _4,__ ./.--,, -21,,,t ..- — ,... lt, ., . • . , 7 ',. . , All& . . ' ' ": AMIIIIIVIIIINI.L. , r: $" El N EE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Re e: ' I ceipt No.: I , . . , .: -- .- e v ;.113"/ 1.4 ' Id:fig ' "tk 4:A21Z,1:11XialitkniktiOlUtiA411112.W.A.14,-,- id!. ,aa ... ' 4 4,,ii•-.. ...,k,...i..... Ar ......,,, ..... tx. k.....ki. 4h...tee u y —.KU 4.----1 • ., ., , iC) INSPECTION RECORD l ' - ' 1 5 ( IS - Or Retain a copy with permit k ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ibi,;* (206) 431-3670 !, , 'r. . : (I C.() M(.3,Y-• YP3° e " : — :1:-ne)k)tokin , Address: nnl owihc..orriv(5 Dere Celled: ' Special instructrn; *, soz) Date Wanted: • l @ CO ' I; SeqUeSter: — r - ..p Phane No.: , P31 Approved per applicable codes. E3 Corrections required prior to approval. k. ,. ( COMMENTS: - ,_ ,,,,,, . ,..,, .1 / - . . , 1 ,- r ,.. • .... i . ' — _ . , .. , .,•/,, , ' it% ' :-,,,, ' i Inspector: 1 i....4 .4 ida nn RRNSPE FEE REQUIRED. Prior to reinspection, fee must be paid at • - - ' - ' . 0 $3aw 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ; 1W-44". IIIIIIIIIIMIIIIIIIIIIIMIIBFMIIIIIIIIIIII 4 ' , , ,-'• t , ' .. , , , „L,..,.a,, s..‘,.. — () INSPECTION RECORD 14 blr -- Retain a copy with permit 0332 PERMIT NO CITY OF TUKWILA BUILDING DIVISION \ \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ilk (206) 431-3670 Fro ect: Type of IngV ‘ i Address: ;.; 1 Date Called: Special Instruct 111) s: Date Wanted: Requester. _ . t rI,A1 Phone No.: tiS,...,.Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • Oci3M oki,$sr-1, • „ „'.'. I Inspector 1 Date: ( 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i nMNo.: • si A2 INSPECTION RECORD Retain a copy wfth permit 0.53R- (.■ PERMIT Nt5. CITY OF TUKWILA BUILDING DIVISION , 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1t (206) 431-3670 ype o ns • •n: „„ kt,11 5 ress: \ • 07 1 nstruct ons: late "ant r 2 1151511111ffl • &pester: ' Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c') « 6•4 LAA pv,f).■ , . • -;„ •- • ■ 14•::' \.; ; ; ` . Inspector A m. 1 0 Date: i 2-4 c 1 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • 0 rdk, INSPECTION RECORD k..... f3ctf3— Retain a copy with permit , ., - ,- 1 Iti al CITY OF TUKWILA BUILDING DIVISION it A • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fir (206) 431-3670 rPria: =, ---------- rj11A P--- T y eons :Ion t l-KC \ C.-Q I I ■Nx. °Ant Date Called: — Address: 1 .... n 1 -. ? I tcl—q_5 Special Instructg);: Date Wanted: 1 3- a3 GS am. 1).13 Requester. ■ I Phone No.: ,S .--- KC) C1 , K Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' . S71.,./1) - a-i.di - 1-t ...Q.Skt.x.,1 ■ c 4 a....-.k arst-4 c-.. L__. /..=.NA-v.,- aA..t.", , e k..*A...... t,,...... : L t ,11, „.0.,-.4.,„,.. ,,...0,9,... , , H1 1 4 ...,.. \ , ,___________ 6...,..410..v. .0z...4. A . ...4.46 - -, - ... - - tr 1 . . , 1 inspector; ( .. Dale: , i ,, .. 0 $30 00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •r:771 , . ,: Dale: • .—.....—....... L.4.... „,..'.,,, - ., ,.„‘ te 1.., . 7 ,.,1214-1 ,r le.f.....,:lkhes..447AttalieAttgerefr*ethi.O.Agt t■YearAetin . ..1 , _ , ‘• r. vu vf.. r .iw:rfttw:r- ir'.fs'..:.1:Cit+:. J:w'.yw +.•k+« Y- w• Yw« .+..lw....- ....��...- .._�...... ..-.,. _. ....... _..... -- ,. 1 I I Z, • OiNSiONRECORDO a g-- Retain it copy with permit . - • , mow N0. { CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t � , • ; (206) 431 -3670 .r0 , : O c� mfrOc ype o ns .:. • n: C 1 hie? is r Address: 1.7 501 S C . 1c. W.. Date Called: / Z _ / (f q ..�' P 5 Special Instructions: Date wanted: am:(t Requester. 1 Phone No.: g Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: U.l 1" &t 01 64- W\1 WALL— r -c)r. (v, 5 i" o ? ,v (P rro r A • • r• I 1 F.. 1. b i / Inspects: i2 , Date: 46---- x j � y, � '' I � � � , : �.� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. - hilt 1N. •n, K pry X�« i :.;',, .,, _ ..1.,, , , ./.�..;1eF.4,i ', ia a . .. i.l`f . . _ ..!i�:JY' Sai:;:riix t'sc `.t.. .s .. v7 Y:..z.:. C =ig s- . ... _. ..:.a i. ,.+: r.r ..... f s . I v .. �i.i:a ,:t INSPECTION RECORD 17c Retain a copy with permit 3 33$ • • - • `•. PERMIT NO CITY OF TUKWILA BUILDING DIVISION �� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ♦ (206) 431-3670 roe : orF i c a. mps ( YPe o ns n: FgAm I � � AdLemo n wreiz T AI Date Called: 2 _ 15 G15 Spedal Instructions: Date Wanted: Cr i . - "1 am p.rn., Requester _(' AR:L~t p. f v . T . E.. Phone No.: — 5 Approved per applicable codes, ❑ Corrections required prior to approval. COMMENTS: VIA . U$ ` taAt L S (1C .? ' NrD i w Y - 1 1 4 wAl t� r n/ cLU 04 Rik r+•- I ' (-t o . FAA nri f`Crc t-LA N1 3 A 0 0 MAN c JAL. • R tnspector Dale: /2..//S/ .z , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Y, — Dee; • .,..,!�•A•a...:t+iC;i4 ' r' t^slH, ,t+d.. l,• ,„ is �... . ,• _ ��..,_.. r '�•ii'P!•r.?rrt�':tf�� :�: ti•' t�'': �. �iia�sh9 •.tit�•��..i+e:•,.4du...,. _. ,. ,_._ .. i... �.:''� .- ..,."..,.. « ... Z - --.,..• ..... } •- -- r`^^^7r+.....+��•. .w- .r.......j.t. : i,-�'. r�" iJi J` ✓ , a 'A.'°a „:T'Mr'?:,? +.r;;..,Jr1 e • �� i 4 � i.�. !'-v:” 7 tl�, r.a, uv,A: �S� � ^v� M Y! +r. ; ..4•,r +� �G t .��3.f�j�. .�., r`'�, • J. � •F't` 'u. 4 • J' . �r., f' .,, 7T7 •�. � �,,;"; ;�, 1" „„ f ' " City of Tukwila John W. Rants, Mayor "•%/P �YJI \ �.1 ��� = Fire Department Thomas P. Keefe, Fire Chief fit'• .. ...Air 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 1.3 53 033g Project Name 0-CC Ce- ,MC1 1 1 Address / 7.s - 01 < n r'. - Suite # 3 ()(. Retain current inspection schedule X Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: PG,q, Hood & Duct: ,U Halon: Monitor: _ _ __ rl Pre-Fire: Permits: /,1 6 ....0 (,_) ,„_y " . "6,4 / #37/ .1/1 // c ite , Authorized Signature Date FINALAPP.FRM T.F.D. Form F: P 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • . Phone: (206) 575,4404 • Fax (206) 4439 CITY OF TUKWILA Address: 17501 SOUTHCENTER PY Un: 300, Permit No: 895 -0338 Suite: 300 Tenant: OFFICE MAX Status: ISSUED Type: B -BLDG Applied: 10/03/]995 Parcel #: 262304 -9Q67 Issued: 12/07/1995 ** M• kM• M• k• k• Mk• k• k• M• M*• k •M***k•M**•* * *•M*kk•N•4k4 01*• k• k* k M k4k4M •k44*•kk4•Mk•k4444•444444444 Permit Conditions: 1. PRIOR TO FINAL SIGN- OFF.:APPL�I•CAN.T ,SHALL•E RET URN METRO SEWER , USE CERTIFICATION FORM (:CREDIT 'WILL' BE °� Eri FOR THE DEMOLISHED BUILDING) TO PUBLIC t,WORK , FOR PR 2. No changes wi11- : ° be:4ade, o the p1erysx unle�= app`ro,i 0:, by the Architect ar,r.En°�"�i'neer�r a 4 the1:1 Bui l lirng��Di'i1 ion. g pel . e ; h�el;l. obtained �thrbuglj rt,t e` Seatt'1e�;`King 3. Plumbin , '' County Depaf. tment of't Public ,Healtlx:'''�'P:lumibing wi;.11 be ;:, i n� ;;by that agency' i nc 1,ud ing all g. ,.p i p iang '' ,; Y (2 9 6 - 4 Y 2 2�, f' ( ,,,,, , . . \ 1Y t i° ., { t \ � 3 ,i 4. El ectr "a'1 ermi'ts sha 1 l be ,obta 1 na ' throw h th We' S r i t ' . ' State''D:fivisi of ; ; ndk�-Indu::t and all e1.ectri" ca'1 � •�' work , be inspected::: that,. a�ge'iicy (248- 6630) . ` •Y''' . � i 5. All m wbr•k shall be i de•r•,::,.eparate permit 1sS \ the 4 Ci,vtyof `,Tukwila. ;r,:( .'r ~' .zt '. f 6. All{ permi•ts, inspection records, and;.. appro plans shall t\ �, avai' lab 1e at the job s ite'pr`i'or,to the :yt of an -• ,•, 't - str These to` be ma'inte',ined and ,avail-,,/ ,\, ; able - until ,final inpecti'on',:. 1 ,s . . granted. 7. Any -brew ceiling grid and light f iktu .,.iii sta "1 latian i;5 ;...' ar; ,t recqulr•ed:;.'to me'et lateral b requirenrents for 'Seismic j;, Zone. . s �,„, 13. Par ti`Gion`=walls, attached to ceiling grid musb_-be laterally:;s r4 - braced i 'over eight (8) feet in 1e- ngth.. 9. All constructrion to be done in confot rance with'- approved ' 1- plan nd°Y s4.E „a,.regl.rirements of the Uniform B ° ,i itii.ng Cade (� 994, ' i . / Ed ition )4 as amended Uniform Mechanical Code (� ,,9,94 Edition) r ” • n and Washi'ngton Energy 'Code °'(1994'.•Edition),r ',y ,, ,., 1 0 . Va l i d i tv of Permit. The issuance' of a permit or approval `r�,o,f plans Nec`ificati,ons, and, computations, shall not 'be. co n - ;' strued to '0,- permit . r i , it far, iir•an; erppr�aval of, any " viol } � ; ian of any of the prov i s i ans of the building code or of ; any. other ordinance,pf, the iurisdi.,ct:ian ,; " "No permit pr'e.,uming to c give authority to violate or cancel ; the r is ons of this y code shall beva l l d, ;; z ,..' ' p ov ;, 11. It shall be the duty of the. pe�rmit,,appl,lca,nt;.xo cause the wo . rk to remain accessible and excp ; f, ased_or. -.1i1' p ct i on purposes. 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. ! I 1 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 SU !\! 0TTAL *• 137r DATE f /f 9/6 PROJECT NAME U G " : ' : . "L : • fir ADDRESS ( 750 1 ? ? J • CONTACT PERSON -I-th CAJA tZ1) - f a laME i PHONE , ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 5 9 5 0 7 TYPE OF REVISION: POOT *1Q-446 7 1 � t / / : /� 44tak Ark all L_ agi L i 4� 11 �L.lr.l , _. L./ a r SHEET NUMBER(S) A5 V-414 1 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 1\VAqc. CITY OF OF U 1Ci G ' JAN 1 9 1996 1 I �' ‘ I - C J PERMIT CENTER . 1994 Wasr ;ington State N.,...... . jntial Energy Code Comp.., Form Lighting. Summary": , LTG -SUM 1994 Washington Slate Nonrosidonttal Enorgy Codo Com pllanco Forma • Second Edition - Juno 1995 Project Info Protect Address Orr/0e- �� Date For Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration ;i Compliance Option ❑ Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis 1 (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) 1 Alteration Exceptions ❑ No changos are being made to tho lighting (check appropriate box) ❑ Less than 60% of the fixtures are new, and Installed lighting wattage Is not being Increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft " Area In ft Allowed x Area i I tiIARE %kn it: *A / fie, 0.5 Z l f I' ?) ,, r, Z L . I q .� G0NC%t &12- C.Q0 61 4) 51 O 4C.) P- From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts V�1 2 c6� Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed n t- cwt �. � I 4 t 4 Co M Mo N ' ? eo i i 2,-2. Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4 46‘ 1 (4S5 A Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed — Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts • 1994 W 'ngton State Nonresidential Energy Code Co ince Form Lighting Summary (ba ) LTG -SUM 1994 Washington State Nonrosidontlal Enorgy Codo CompIlonco Forms Socond Edition • Juno 1995 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Lighting Fixtures: 0 Check here If at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type Is 'Other and fixture answer Is checked, tho number of fixtures In 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the apace Is not limited by Codo. Clearly Indicate these spaces on plans. If not 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and qualifed, do LPA Calculations. 4, Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA' LPA' Use' (W /tt') Use' (W/tt Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hall 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages Boe Section 1632 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1,3 Toilet facilities and washrooms 0.8 Office buildings, of flee/administrative areas in facilities of other use types (including but not limited to schools, 1.2 hospitals, institutions, museums, banks, churches) Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table, See Section 1512 for exempt areas, 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twcnty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as stating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator spacc, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window arc exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Powcr Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face arca (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 01/07/1991 19:08 - 292587r MCHENRY & ASSq PAGE 02 ' TEL: Sep 22 95 10:21 Nor .005 P,03 199 Washingto .M ete Nonresidential Energy Code , Jmpliarice Form x m Permit Plans Checklist ENV -CHK • ,iW werw a0 SIAM keep Cog aemp en1• 1,i,.. HMV. It'd Envelope . General Requirements Unlaagleda glazing and doors Mall be 113 OW 4aPAun U.feaalr in Bedlam 2 1:11 In1u1■tloA 1312,2 Molar Meat OIIA Coafflcl,nt slid $hailai COOftldanu Situ 1111.1 to suetlatIon Rrqutremen►a; All InsulAliee Materials slut be Neat Gain Coefficient (iliac). mull be dettfmhod. conlflad and 11t1eIad tn.t111te4 according to the mantdecturera initruetidn* to senlave proper iff K ord1hco With �. Natutlal P.I' 5U atjen Rating Counci (NFRC) danaNaa, meintein cle■►encee, and maintain onjerm Aivelv.e, To the t ;tpndatd ry a terWbad: independ■nt agency. 3e.naw by the NI'RG. m uvnwn anent possible. Insulation ahel ■hand ever the furl oontponbnt glta*ptfon; 5hedlny eo.filalanl9 (2C) attar br sn etteplebl• arse ti MO intended 1tj•vrlur, alternate for iompllanee wbh Soho hoot {fah coeff lint 1311.2 Roof/Collin' Insulall0n: Open410*n or peurud Irase..fiU reduirefftait$, Shothits smacking for gluing Shall be taken item inr.ulation may be used In Me apneas whore the slop. of th• ceiling It Chapter 27 of Standard RS•27 of from the manulegttu.f6 test not moo. than 3/12 aid there a al least thirty inches Of abut dhtanes 40. from the top of the MUM Chord o1 the Midi or ogling joist to rho 1313 I10dlaaire Control underside of thy aheathinp at are roof Ada'. When sire vent* era Installed. battling of tea vent openlito shed be ',evicted bo sa to estlect 1313.1 V6pef Plesardarl: Votbr t.lardrrs shay bo Inrtslt. on the warm the incominn air ahoy* 0a* surlier el the insulaaons, std. On •tntii' ot Insl,Iallen 0e teqult■d by this section, r Whore lighting (wWruS are re.rasea Otte 6 suspended Of esposod and 1k[apdent Vapor Mardi? Instalitd wish nor mare than 113 el the coiling, eha rooftc.tlhg assembly Willi be Inauiats4 In a Ideation .th.r than nemblal R -volus between it and 1116 condhfened 09016. erractty on tar eUsp.ndad ceiling. 1313,31 Rei11O.lt A01 4Ponbllro: Ft 1011 eying assemblies where me iisception: Type IC rated t.cat/Id lighting routes. vent d$A Ines* anew the in■ulatled Is Wt Ulan an omega of twelve where 1111(0114d In , coed /rurnt, o heel bin tn.ul0tiun *hail be foes hot real b. prevltt4d with r viper Mahler. Ita.lIc.aing ass.rntels stllclad, wi teua a venal IiNpsto, whoa hardier Os Ma bw* nor the tool stowettote *10 Med• M amd. shall provide • e.ntlnueas vapor rnepdef 1314.3 Wall Insulation: Exterior wall tarilihe ld.lst.4 durwg ivandrp wigs tared 101411. ens :I be fully Inaulat.d,10 4hr laved of the surrounding wane. When gidepu.nt Vapor retarders need n01 be pr.vid.d ..hats all of • installed in wood framing, faced bet insulation *hot be fag• ataptad. the WulWon la Installed between the roof membrane and the Above grade •rt•rlor hsutatlon shill De 9lMOt1*d. sbucgwel rued dwelt. 1311.6 Floor Insulation; Floor Insulation shall be ingralled IA s 1313.2 Ways: Walla esperathg csndtloned (ram unconditioned 9e.ratonr manna, in *OMAN vantaee weft the surface b.lna Inau1O(*4, space shalt be, pto.td•d wWMM s vapor rata /don. 14'4011(10n Subpart% !hall be 11111001d 10 101e1np is not more ihsn Wanl institution shall Mt blot* Ova airflow 'loofa; Mote 'optimums' eondnaoned op.ee from unavn4ROned four inohef on canter. Inst*lw1 ins through foundation *onto, fiasco shell be provided with a vopot 141alder. 1311.0 Slab -0n -0rad. Floor: Sl► Ot1 -grad. lnautadoA 00164 Insists 1313 Crawl Spa4$$I A ground Gavel al 111 Mil I0.031 inch thigh) black • Iht (oundsdon aril Thal rrq.nd dOvfewatd (IOM LAO lop or t slob a �MN m. •r apprews .Duel shall be *WI ever tin' ground wnhin crawl minimum abating. of twentyfeuf inches or 16011146p of Pia /.alireg, 0Peeeo, tin' around cover snail ore manieppad Note inches minimum et Vie loin" and dine/ srdenel to the roundatlen wall, whichever re less. Insulation installed outbid* theloundaalon Shad ereni downward a minimum of twenty-feu, Mohes or to 1110 freellne, whit/lave, Y■e.pUon: The ground cover may hr omNtee In crawl apse*. la dre.tar, Above spode Insolation shall be proleet•4. It the prowl Neese has a concrete slob Aoor wan 4 minimum Exc .ptldn I For mon.libh1a sdabo. 41•Inaut■tlan shoo extend +s e! Wroe and on.•h■s' ;noises, downward from Ina lop of 1416 aleb 10 the bosom el tin' fo.dl , 1314 Alr Leaks.* 1311.1 Radiant RI•Or1 ton 0r aetgw grade): 31a NAWetion 1314.1 Middle,' envelop.: tin. requirements or tads .Mallon bolo Jppiy shelf *atend downward from the top of the sib a minimum d11t.ne. to building .1.RtWsta oepItttrip condrionse from unoonUN'ne,t *paces. bail ty,tu etches or downward 10 tie IOp at list footing and norbtorlrai for an Crl.rior lout* *mini Windows and deer from,*, 0p4n1lps b.hneto weft ..gfree.l• of not 1433 then INrty.Il Inch.■, Oct f4tniatli•n, biterean wag* and tool and cal p.n.Is: opening at If r•eM try the building oa(ttlal White soil COndel0ns woman: such Raligragenl *d Why MMCe. NfaYan wed. (loon, and reefs; and 11 tnavtaeon, the *Aldo efea el .1ed►aN Nor snail be uh.nv,suy pampa tom ep.nins. in the building entilbp* eh N.a 1.41 caulwgd, tl'IM loll, Where a soil gad conurel System is provided bellow rho radiant gtsWts4, or 1eo0thefetl100ad to limo all l..k■gs. fbrv, wh,ch results n Ineta4dw ,oneeetivr flow bales, the iselant Moot. 1314.2 QQI41111$ Ind Doors; Owns and 000140 is g1031113 tepararnp the radiant Moor {nail 01 mErnelit isolsted from thr ■utt•IIo0r gravel bpM, osndlitonod train una*ndrionee apace shalt b. w *'U1ora(ripp.d. Runt 1113 Glinting and Oo.ts windoae shell be 1{ght fitting with gimps rosined by stops with sealant 6r e,luidnp a$ around• 1312,1 Standard PfOoedufa for Detetthin.tlon oI 13lating and i esf Isdapdon_ Openings ws1 are required le M Are reala■tnt. ' U.0aclor■: U.fackus lof gluing and doors *hey be determined, mortified and libeled in soaard.noe with Standard 88.31 by • candled 1314.3 guitding Aesembliee Used .a Ducts .t Plenum*; 9ufidlng indeoendant agency Scented by rho N■den& Ponoatraion Hating Council asserablles wad tut 4vets ar plenums shill b. aeal.d, caulked, and (N Camplune• shall be based en Model SI ;o AA or OS, Prothro' ga11awra 1s emit sir loohAp.. •aernptso used for u- Isotor detennineiena shall b. preducd.n lin* iota 01 rep etrnetdve of units 41 Inirthaaad by We consumer or conortur. • RECEIVED ,. , yr: - CITY OF TUKWILA; . ,;i ' OCT f.! 3 1995 x::, ti , .t PERMIT CENTER,; 7. '; , • ; ry'Y 01/07/1991 19 :08 2925874 MCHENRY & ASSr PAGE 03 • TEL; Se 22 95 10:22 N0.005 Building Permit Plans ..hecklist ENV- lb " "."4".." W. WC*** amNM*du Aa,y ,Oe4 • Promo Adores. 17 Star stour74• G. al) t 11c+10. toe441 4. Date • Tne toiiewtrg Information is mi elsasry to eMsk a ointding p.m't application for Camphoric* wan the bta!diny envelpga toautromsnta in tna waanington Stale Nonresidential nef9Y Coda. Appricaoitlly ippi location 9uilelnp oeparVnanr circle one) Co .. *f Information R - •erred an Plana Nate! GENERA REQtUI • em TS Sections 1301.13 4 1301 Sc nd+ Unconditioned a • atlas idantifee on • tone if allowed Mill 111:1111111:11 Y i,(p no n a, Othef Indicate on -lane that 'AKIN: rettlstanCa haat is not ali4wed i ' ; (1 no n a. 1 310,2 Sarni-heated a•Leta Semi.meined space' •entitled on -Ian, if •.t • ed EirA01111111111111111111 ' 111111.111111 1311 InSUVtIon ' i2", ( ar Indicate 4aneniev and oleannde! - 1111111111= r 1311.2 • oaf !ceiling Haul, Indicate R•v lee on r'aof section! tor *tea and other roofs; I n d icate c sot tnk ins Indicate 1014* If reeve vents Installed; Indicate free als- In • of faced bens ,ir 1311,3 Wail hautenen indicate R•vitu* on wall sections; Inclasto rico itspOng of faced Bahl: Inaldhe above grade exterior insulation Is protected; Indicate loosa•Cll core insulation for masonry varies as Hoops; Indicata heat Capaetty of masonry *ll}s . 11 mitten cation is used or if crook Waal In £NVSTO; ' 1311.4 Floor insulation indicate - •value on floor *l ftCfla: • Indicates swn$t•ntiII Cpntact with curfice: indicate aupporta AOt mart titan 24' 0.c.; "j , Z. Indicate that Insulation dew not Clock' atrflow thr• • n foundation vMta , il no n e. 1311. Iso- ori•rad! floor Indicate - •value on wail section or foundation detail; Indicant ilae insulation salamis down vertically 34' troth top; Indies(' above • redo exterior insulation la ;formed yea lid or 1311.6 • adlant floor indicate R•vatu' on wail section or foundation doted: r Indies!. slab InSulalton extends down vertically 36' from ttto top; Indicate above grade ettenar insulltlen la pratsCted; Indicate insulation also • : r marl stab vMerr r 'd. b OMclaf no n a dieting and doors t'rovida oateulatlon of 01. rag Prep (inducting both vertical vertieat and o.ernoadl at pert 1 of • rees wall area i2`• r no n a. 1312.1 U•(actors Indteata stating and doer U. uldfa Cn glaVng and Ooar ' rcnldule (provide srea•wtlghted calculations es necessary); Indkats if values are NFRC or default. if values aro default teen specify frame type. glaaing layers. gac>mRtn, low•v coslin • ti, • At filttn • e i40 no Al. 1 12.2 S /0 • SC indical. gluing solar heat gain coefficient or shooing III coeffrctant on glaring schedule (provide area- v..ighind . calculations as haemtse _ + V. — re' control e3 no n.a. � Va retarders yet no n,a. • 1313.2 Rooflpatling rivet. Inotcrte vapor retarder on root section; --- Indlcato fro • . rat • . with ea I e. I • m (or non. • • • strut. . A r~o Ma 1313 3 Wail va • • tetsrdsr indicate vapor retarder on wall section es no n,i. 1313.4 floor veper real� Indica a vs- -r retarder on • • r seCteln eS no r rem imams v� se tarer re!, Indicates Pia it - Isi • of elm snit overly • • ed 17' on r round Man Air !seta • s yC3 nit n.a. 1314,1 eldg, envoi. sealing Indicate leafing, cauilunp. 9saketing, and wealnerstnpping a es no ma. 13141 01.•, n • d0Or seeiln. indicate weslherstri • • in• es no 11.3. NMI AS • mb. arl duets Indicate asap • . osulkin • and • esketin • PRESCRIPTIVE/COM • ONENT PER a RMAN ! Sections 1320. 3 or 1330.34 IIIIIIIIIIIIIIIIIIIIIII • yts no Complsttt and attached. Pavia. e.onirtenent poerfortnaMe w01%,n et If necessary • Provide tiNV$TO s even 1 out •ut If necesse no is ego e • or any quest o n, prrsvl • ee ,xPTaiiat on: • • %" . r %�• � • • 1994 Was' on State Nonresidential Energy Code Comr' :e Form E •Summary Climate Zo 'e 1 ENV - 1994 Washington Slale Nonresidential Energy Coda Compliance Forms Second Edition • June 1995 Project info Project Address F F t E M Mc - PU rk. ( G e Date to( , ,.,/,-;- • I 1. ° ^ C�.. t S .41cv��t'er Q �r u q, For Build g Department Use • i ' �-w ■ \ a , b./ / I Applicant Name: ' es.1 ` 1a Zyry t- pt. ,6 04,E "yam, Applicant Address: z, e. l a �� T rJ h i o t A Phone: -Z f (• — L 5 L - 4G 9 6 ` • • Project Description C* New Building ❑ Addition ❑ Alteration ❑ Change of Use i; 1 A Prescriptive ❑ Component Performance ❑ ENVSTD ❑ Systems Compliance Option Analysis (See Decision Flowchart (over) for qualifications) I Space Heat Type . ❑ Electric Resistance 94 All other (see over for definitions) I Total Glazing Area • l Glazing Area Calculation • (rough opening) Gross Exterior 1 Note: Below grade wells may be Included In the (vertical & overhd) divided by Wall Area times 100 equals (Y., Glazing Gross Exterior Well Area If they are Insulated to the level required for opaque walls. 3 SO SD O X 100 = 2 °� f ❑ Check here if using this option and It project meets all requirements for the Concrete/Masonry Option. See Concrete/Masonry Option Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly In the table below.. 1 ,1 Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements ' Fully heated/cooled space , Insulation on Interior - maximum U- factor is 0.19 i, Minimum Insulation Ft-values Insulation on exterior or Integral - maximum U- factor Is 0.25 . # Roofs Over Attic /V /A- If project qualifies for Concrete/Masonry Option, Ilst wails ` All Other Roofs (3 with HC 2 9.0 Btu/ft'' °F below (other Walls must meet Opaque Wall requirements). Use descriptions and values . Opaque Walls I I from Table 20-5b In the Code. x Below Grade Walls • /�/ / / Wall Description U•factor li Floors Over Unconditioned Space wr A (Including insulation R -value & position) I) Slabs -on -Grade 1 0 "' ,.3 Radiant Floors 1‘ i),A- ; A P c • 11 r'n ' • (o i t Maximum U- factors ( dO d ta-I'e P,I.Ae 1 = 1.35 Opaque Doors 1 • 13 3 /14 ik;; .Q ::r, s,,\ , = (o . 0 . Vertical Glazing ■ 1. I 3 5 g" ; ',,,, Ri.•:s r -L - • 5 /a Overhead Glazing _ ^/•/ A �' y ; d t r T.; \ vv� .) 7 Maximum SHGC (or SC) Vertical/Overhead Glazing 1 N/ A K - 9. 710 - 0. / Z • Sem!- heated space' . Minimum insulation Ft-values Roofs Over Semi-Heated Spaces` 1 /1/ /A f 'Refer to Section 1310 for qualifications and requirements Notes: RECEIVED ; CITY OF TUKWILA N 0V 0 7 1995 PERMIT CENTER • • • 1994 Was ton State Nonresidential Energy Code Comr' Ice Form Envelope Summary (ba ) Climate Zone 1 ENV -SUNr 1994 Washington State Nonresldenual Energy Code Compliance Forms Second Edition •June 1995 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Optlon. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. Opaque doors U-0,80 Opaque doors U•0.80 Glazing Criteria Met? Glazing Criteria Met? Glazing Vert OH Glazing Criteria Met? Glazing Criteria Met? Glazing Vert. OH Area % U U SHGC Area % U U SHGC 00-15% 0.90 1.45 1.00 Glazing Vert. OH Glazing Vert, OH 00.20% 0.40 0.80 1.00 15.20% 0.75 1.40 1.00 Area % U U SHGC Area • U U SHGC • 20-30% 0.60 1.30 0.65 00.15% 0.90 1.45 1.00 00.20% 0,40 0.80 1.00 yes no 30.40% 0.50 1.25 0.45 15-20% 0.75 1.40 1.00 20 30% 0,130 1.30 0.65 yes no yea 3o a0% 0.50 i ss 0.45 n° Yes . Y Prescriptive , Y • Path Allowed ' • • Y Y Component Perfomlance or Systems Anaysia Required ' v Concrete/Masonry Option* Wall Heat Capacity (HC) 'If the area . weighted heat Assembly Description Assy.Tag HC** Area (sf) HC x Area capacity (HC) of N'Pc the total above grade,wali is a . minimum of 9.0, i the Concrete Masonry Option may be used. **For framed walls, assume , • HC =1.0 unless calculations are provided; for all i • other :walls, use Totals Section 2009. Area weighted HC: divide total of (HC x area) by Total Area • • • • 1994 Washin "ton State Nonresidential Energy Code Compliance Form Envelope SHGC..Calcu ohs Climate Zone 'r, . ENV -SHGC 1994 Washington Stale Nonresidential Energy Code Compliance Forms Second Edition • June 1995 — Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page a SHGC' x Area (A) = SHGC x A SHGC x Area (A) .= SHGC x A Plan ID: \f„,, '. ()1,—,.. i e � I.OJ 3 c � 3 SirJ Plan 10: • ` . 5 .5 5 z.i7• Glazing % Electric Resist, Other Heating .E Plan ID: 20% 1.00 1.00 > a Plan ID: >20 -30% not allowed 0.65 Plan I0: >30.40% not allowed 0.45 , Plan ID: (see Table 13 -1 for Conc/Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. Totals ?) 5 - 0 . ..17 7. s Totals For compliance: • 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC• x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A a Plan ID: I PIan1D: i Glazing % Electric Resist. Other Hbating O Plan ID: ti ' PC N/A i 0.20% 1.00 1.0 b Plan ID: >20-30% not allowed 0.85 t Plan ID: >30.40% not allowed 0.45 8 Plan ID: (see Table 13.1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used In lieu of SHGC. Totals N / A\ Totals N /1� For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. ' Ta rget Area ,Adjustment Calculations If the total amount of glazing area as a % of gross exterior wail area (calculated on ENV -SUM) exceeds the maximum allowed In Table 13 -2, • then this calculatelon must be submitted. Use the resulting areas In the Target UA and SHGC calculations' above. Proposed Areas: Nurrtered values are used in calculations below. Roofs over Attics Other Roofs Walls • Glazing Area 1: CO. 2: 0G= 3: VG= Noto: OG =overhead glazing Opaque Area 4: 6: 8: VG is vertical glazing Gross Exterior Max Glazing Area MaxirrumTarget Wal Area (Table 13.1) Glazing Area /� I x ICI 100 =I7: J I A/ V / Target 00 Area h Roots over Attics Target 00 Area h Other Roofs �( 1: Max 00 Remaining 2: Target VG Area For Target OGs, 1 7: i l _ 4 lesser (circle) = 18: I , — B tosser (circle) = 19: I le both 7: 8: here and below . Proposed Opaque Area Proposed CG Area y Target OG Areal Target Opaque Area Roofs over Attics 4: + 1: _ 10: = 13: Other Roofs 5: .i 2: _ 11: = 14: Total Target 00 Area (sum #10 + #11) 12: • Proposed Opaque Area Proposed VG Area • Target VG Area Target Opaque Area • Walls' 18: 1 + 13: — 19: 1 = 115: I Note: lf there is more than one type of w all, the Target VG Area n•ay be distributed arrong there and separate Target Cpaque Areas f ound. Target values 9, 10, 11, 13, 14 & 15 are used In the applicable Target UA calculations on the front page of this form. Target values 9 & 12 are also used In the applicable Target SHGC calculations above. . . , , • , . . 1994 WasI "r ton State Nonresidential Energy Code Compliar e'a Form Envelope U Calcul - ons Climate Zornel ENV-UA 1994 Washington State Nonresidential Energy Code Comptlance Forme Second Edition • June 199S Project Address •-1 $ 0 1 5 o ., A••1n Gzv,Na r I'' co. rlG w, y Date f a / 3 ` y Space Heat Type ❑ Electric resistance g1 M other For Building Department Use Glazing Area as % gross exterior wall area 7 % 1 Concrete/Masonry Option ❑ Yes IA No Notes: It glazing area exceeds maximum allowed In Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA Target UA List componen by assem ID 8, page N U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) U =.S1o•PIan o.Sfa 1. 3S0 = 1°1 to. c;) . 2 st• 7,S0 = 3 S. t7 U= Plan ID: Glazing % Electric Resist. Other Heating U= Plan ID: �5% 0.40 0.90 Ir yl A U Plan ID: >15 -20% 0.40 0.75 j > t7 U= Plan ID: >20.30% not allowed 0.60 ( U= Plan 10: >30.40% not allowed 0.50 U= Plan ID; (see Table 13-1 for c onc/Masonry values) I U= y U= g' Plan ID; I¢ Plan 1D: Glazing % Electric Resist. Other Heating R j d U= Plan ID: N J A 0.15% 0.80 1.45 a id U= Plan ID: >15 -20% 0.80 1.40 $ �. U= Plan ID: >20-30% not allowed 1.30 t v ■ $ U= Plan ID: >30-40% not allowed 1.25 C � U = Plan ID: for Conc/Masonry value's) : U= Plan ID: 3 . U= r N o Plan ID: 1 a1 bo' 0, go 1t b 3 - : z5".Z , R17 r r, = 6'O .N U= Plan ID: Electric Resist. Other Heating O Li U= Plan ID: _ 0.60 (11Ei R =19,0 Plan ID: RoOF .OS V. 2.31 v /1 •s2 `t+- 2.', = val.,.' $ R= Plan ID: Electric Resist. Other Heating cr R= Plan ID: 0.031 0.036 H R= Plan ID: ' o Q R= Plan ID: N I i \ NI ? Electric Resist. Other Heating R= • Plan ID: 1 0.034 0.050 R= 4 0 Plan ID: W a 11 s I Z `F 1-I 5C 0 R= Plan ID: , { A 1- "1 s' ?! 7 T S 7) . s , R= Plan ID: 3 R. Plan ID: Electric Resist. Other Heating • ro R= Plan ID: — Ordinary 0.062 0.14 g R= Plan ID; Metal'stud 0,11 0.14 O R= Plan ID: , Conc(Int) 0.19) . R= Plan ID: Conc(oth) 0.25 0.25 '• Note: Sum of Target Areas here should equal Target Opaque Wall Area (see back) 0 R= Plan ID: e R= Plan ID: Electric Resist. Other Heating N 3 3 R= Plan ID: /V I P► N ' /\ Ordinary 0.062 0.14 ° R= Plan ID: Metal stud 0.11 0.14 ' "Note: If insulated to levels required for opaque walls, list above with opaque walls . r, N R= Plan ID: v R= Plan ID: � , N I Electric Resist. Other Heating o § R= Plan ID: 0.029 0.056 2 = R= Plan ID: R= Plan ID: 9 4) R Plan ID: N / P% Electric Resist. Other Heating in o, R= Plan ID: I"I ' , F =0.54 F =0.54 R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material. Totals Z ti3 t SJ l0 1 q q 6 l Totals' Z $ r .... - La b' 2 e 1.{ For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. . 1994 West 'on State Nonresidential Energy Code Comp' co Form B u i l d ing Per Pia s Checklist EN -CHK 1994 Washington,State Nonresidential Energy Code Compliance Forme Second Edition • Jun. 1995 Project Address � i Date 1 1 5 o S�✓4 C � �'-u� I r�J:. �, r0I / q 5' . The following information Is necessary to check a building permit application f or co mpliance with the building envelope requirements in the Washington State Nonresidential Energy Code, Applicability Code Location Building Department (circle) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type yes ep a... Electric resistance no n. s, Other Indicate on plans that electnC resistance heat is not allowed ye no n.a, 1310.2 Semi•fleated spaces Semi - Heated spaces Identified on plans if allo A 34. 2. 1311 Insulation t e no n.a. 1 311,1 lnsul. Installation Indicate densities and clearances y . ao .... 1311.2 Roof /ceiling insul, Indicate R -value on root secuons for attics and other roofs; Indicate clearances for attic insulation; , • Indicate baffles if eave vents Installed; i A 3. Indicate face stapling of faced batts ye no a .a. 1311.3 Wall Insulation Indicate Fl-value on wall sections; 1 ! 1 Indicate face stapling of faced batts; i i • Indicate above grade exterior Insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; A 3" Z Indicate heat capacity of masonry walls if masonry option is used or if credit taken In ENVSTD; a. no a... 1311.4 Floor insulation ' Indicate R -value on floor sections; Indicate substantial contact with surface; E Indicate supports not more than 24" o.c.; p Z i • Indicate that Insulation does not block A airflow through foundation vents ,yea no a.a. 1311.5 Slab-on-grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior Insulation Is protected i ea no n.a. 1311.6 Radiant floor Indicate 11-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior Insulation is protected; Indicate Insulation also under entire slab where req'd. by Official tg no n.a. 1312 Glazing and doors Provide calculation of glazing area (Including vertical . and overhead) as percent of gross wall area e no a. a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door • . schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, If values are default then specify frame type, glazing layers, gapwidth, low•e . coatings, gas fillings yea no n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control yes no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side yea no n.a, 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood strut. yea no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section yea no n.•. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes no n.a. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage . yes no n.a. 1314.1 _Bldg. envoi. sealing Indicate sealing, caulking, gasketing, and weatherstnpping , yea no n•a. 1314.2 Glazfng7door sealing Indicate weatherstripping . yea no n.a. 1314.3 Assemb. as ducts _Indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yea no E nvelope Sum. Form Completed and attached, Provide component performance worksheet If necessary Provide ENVSTD screen 1 output if necessary If "no" Is c rcled for arty question, provide explanation: i i , • i i • • • • • • • • • • . ....... _ McHENRY & ASSOC. NCc.,..OnsullIng Engineers •, .. C No. Job No. 3c? ' Project___CLIAA ts, Date 411 Prepared byl V i3 A 1% 014. To : (34 1) 4 4 folk 0,, 4,3 0 • r 4-tA. e. k.0 4. e .• ot ; N., "t" S ,, P (e' e. 1 5 tJ 5 z_ for IQ • • .• fl• 4 V•94-- at". I • • • • • • • • • . • ' . . . . . . . . • • . . '•• • . - GCS24 -953 r d GCS24 -1353 . Model No. ■ GCS24.95� , GCS24-1353 Gross cooling capacity - Btuh (kW) 92,800 (27.2) 123,700 (36.2) , *Total cooling capacity - Btuh (kW) 88.000 (25.81 119.000 (34.9) Cooling 'Total unit watts 8800 11,780 . Ratings •EER (Btuh,Watts) 10.0 10.1 • t)ntegrated Part Load Value 10.0 I 9.3 .,ARI Standard 270 SRN (Be(s) 8.6 8.4 Refrigerant Charge Circuit 1 6 lbs. 0 oz. (2.72 kg) 11 lbs. 0 cz. (4.99 kg) (HCFC -22) Circuit 2 6 lbs. 0 oz. (2.72 kg) 11 lbs. 0 oz. (4.99 kg) Blower wheel nominal dia. x width - in. (mm) 12 x 12 (305 x 305) 15 < 15 (381 x 381) ' Evaporator Blower Nominal motor hp (W) 2 (1492) 3 (2238) and Factory Maximum usable hp (W) 2.30 (1716) 3.45 (2574) Drive Selection Installed •••Drives Voltage & phase 208/230/460v or 575v -3ph 208/2301460v or 575v -3ph RPM range 740 - 1010 730 - 950 Net face area - sq. ft. (ml) 7.75 (0.72) 9.46 (0.88) Tube diameter - in. (mm) & No. of rows 3/8 (9.5) - 3 3/8 (9.5) - 4 Evaporator Coil Fins per inch (m) 14 (551) 12 (472) Expansion device type Thermostatic Expansion Valve Drain connection size mpt - in. (rnm) PVC 1 (25.4) i 1 (25.4) • Net face area - sq. ft. (m ) 15.67 (1.46) 0 30.25 (2.81) Condenser Coil Tube diameter - in. Imm) & No. of rows 3/8 (9.5) - 2 i 3/8 (9.5) - 2 Fins per inch (m) 20 (787) 20 (787) Diameter - in. (mm) & No. of blades (1) 24 (610) - 4 (2) 22 (559) - 5 Air volume - cfm (Us) 5150 (2430) 8800 (4155) Total ' Condenser Fan(s) Motor horsepower (W) (1) 3/4 (560) (2) 1/2 (373) Motor rpm 1075 • 1075 Motor watts 650 995 Total ' Input (low) - Btuh (kW) 126,000 (36.9) 170,000 (49,8) Sea Level Output (low) - Btuh (kW) 98,000 (28.7) 132,500 (38.8) Two Stage Input (High) - Btuh (kW) 200,000 (58.6) 270,000 (79.1) Heating Capacity , (Natural Gas Only) Output (High) - Btuh (kW) 160,000 (46.9) 216,000 (63.3) A.G.A./C.G.A. Thermal Efficiency 80% 80% Sea Level Input (low) - Btuh (kW) 126,000 (36.9) 170,000 (49.8) Two Stage Output (low) - Btuh (kW) 98,000 (28.7) 132,500 (38.8) Heating Capacity Input (High) - Btuh (kW) 175,000 (51.3) 236,250 (69.2) 1• "LPG /Propane Gas Output (High) - Btuh (kW) 142,600 (41.8) 192,500 (56.4) Only) A.G.A./C.G.A. Thermal Efficiency 81.5% 81.5% Input (low) - Btuh (kW) 126,000 (36.9) 170,000 (49,8) 4 High Altitude Output (low) - Btuh (kW) 98,000 (28.7) 132,500 (38.8) Two Stage Heating Capacity Input (High) - Btuh (kW) 192,000 (56.3) 254,000 (74.4) (Natural Gas Only) Output (High) - Btuh (kW) 153,600 (45.0) 203,200 (59.5) C.G.A. Thermal Efficiency 80% 80% 4 High Altitude Input (low) - Btuh (kW) 126,000 (36.9) 170,000 (49.8) Two Stage Output (low) - Btuh (kW) 98,000 (28.7) I 132,500 (38.8) Heating Capacity Input (High) - Btuh (kW) 175,000 (51.3) 235,000 (68.9) (* *LPG /Propane Gas Output (High) - Btuh (kW) 142,600 (41.8) 191,525 (56.1) Only) C.G.A. Thermal Efficiency 81,5% 81.5% Gas Supply Natural 3/4 (19) 3/4 (19) Connections fpt - in. (mm) ••LPG /Propane 3/4 (19) 3/4 (19) Recommended Gas Natural 7 (1,7) 7 (1.7) Supply Pressure - wc. in. (kPa) ••LPG /Propane 11 (2.7) ! 11 (2.7) Filters Type of filter Disposable, commercial grade (furnished) No, & size - in. (mm) (4) 16 x 20 x 2 (406 x 508 x 51) (4) 16 x 25 x 2 (406 x 635 x 51) Net weight of basic unit - lbs. (kg) 875 (397) 1254 (569) Shipping weight of basic unit - lbs. (kg) (1 Package) 1060 (481) 1345 (610) Electrical characteristics 208/230v, 460v or 575v - 60 hertz - 3 phase *Sound Rating Number in accordance with ARI Standard 270. *Rated in accordance with ARI Standard 210/240; 95'F (35'F) outdoor air temperature and 80 °F )27'C) db /67'F (19 0C,) wb entering evaporator air. tlntegrated Part Load Value rated at 80'F (27'C) outdoor air temperature. NOTE -ARI capacity Is net and includes evaporator blower motor heat deduction. Gross capacity does not include evaporator blower motor heat deduction. ••For LPG /Propane units a field conversion kit is required and must be ordered extra, See Optional Accessories table, Using total air volume and system static pressure requirements determine from blower performance tables rpm and motor output required. Maximum usable output of motors furnished by Lennox are shown. In Canada, nominal motor output is also maximum usable motor output. If motors of comparable output are used, , be sure to keep within the service factor limitations outlined on the motor nameplate. - . • • a.. SPECIFICATIONS GCS16- 261- 311 - 41 -413 Models . • Model No, GCS16- GCS16- GCS16. 411-50 GCS16- GCS 411-100 - 2 61.50 311.50 311.75 413.50 413.75 413.100 413-100 ( *Indoor filter is not furnished with economizer. REMD16 utilizes filter furnished with GCS16 unit. -9- 1 01/07/1991 19:08 292587( MCHENRY & ASS( PAGE 04 ti, t.. TEL; . • Sep 22 95 10 :20 No .005 P.01 t1 11•' •. - - , • A • • • ler.u.t • -For Envelope Summary Climate Zo 1 ' ENV -SUM • • 1144 wittr Spa usaowe..at )fiats Cosa Cewetsoa arms xtx+r ma 1'r6ject Info ' - • . Address G►'l/ma& 14AX 1 tetA6 a. Da1e 411 IA at• 1 0''f 4 , ,1?:14.'r 04P G•1• J For 4uttatng Osas►tm.nt Use TO VOILA ✓✓k Appdaamt Nam II .11- '1 # A , t It0e, . • Ap�kara Ad C,4 a ve LA Ai P e, 4 . Apotk+nt Prone: (vet) st92, .. • Co ....... Project Description Ai Eulldinp Q At/dttior p AI UM11on 0 Chimp of Lisa L:otY ilArit;! Q tlaII 1$ PraiariptNy CI CornOOAint Plliormanca 0 GNVSTO Syslemy P P (1see1,dssision Flowchart (over) for qualifications) A nalysis S 3p ce Heat yz!� Q EI.cyb faststance ►.. All other (say OW far danndlans) I _ _ To1il GIaaUte Aral Glarixtg Area Calculation (raudri Opening) Crass Extend Non; d•iaw grade wsM. Mrs oe Inelueed In tits a lka! 4 svott/d) dMdad by .. Wan Aran _ �rnls 100 equals 91 Gtu.a mend web Ares if Intl IN M.utal.a to t±-,� �'/��� ` �] Ina 1441 164p il.d fat opaque ws/a. SO .. >e `°, X 1 00 a i 'fe Ca Cal @he.Y here [ 044 ( s 0041461 and it petesot r6664, ma ..ls sM requttonte at the C4net4u•Mrs••pry Optmo• Sit* Can► Concrete/Masonry te Option o.5tslon Ft*K,fta1(trm for qualifications. Inuit raaulremenis for each auaifytng asuman In If% taste b.h4.r, - — - -- - EnVeIop• plsgtal arnstll1 tenter values as applir14141' Opaque Ouncrete/Masontr+ Well lisqulrsm.nts Fully ,reatML'000f.4 space) Insulation on Inferior • maximum U- factor le 0,19 .. MM1Murn /nsyradon R•Vrhlra l Insulation on *swim or integral . maumum U•frtetur is D.;;S Roofs Over Ants If proloct qualities for Concrete/Masonry Orison, lit wails All t)IAryr Roofs Mart NC :9.0 fdlu,ri •- Nigro (ether walls must meat Opaque Watt rigsllrgmonts). Liss des riptlons and $.aluoa Opaque Weft;; I I from Table 20-5b In 910 Coda, _ _ Bylaw tlr7dt Walls (J k WAIT Aascrfptton . ti-factor Ple,ors Over Unoond ijwi d Specs MIN (InclUdlnp Insulation R.vatue 6 position) • Slabi•on•(3raa. k 0 Radiant Floors A- geest7rPr` (s•I -- t t/e8 -- .�. Masi/nom'U- 11cfori re t., .e.. 2A L. , a - ,..- -- Opaque Doors ^. i r1'i�ti11J QC, Venial Glum,: ININ . . 5�0," !a P _.. 0.40 ..�.._. Overhead Glatt/w) l A(• • I L e 1 9 , : f ^ (Ld1 _ = . I/ -. v MArra lum SH t. 0 far $C) "" veNcauOvantsiad Mating f� �� F. " /0 d' S- Ssmf- Prwted *pica• Minimum insulation R•vaiurr - Roofs Over Semi-HOW SpeCae' W 'Rotor to SeCUVI 1310 for quaUikatlons Mot - utterttetras Notes: . q • ,J • • • 01/07/1991 19:08 292587'" MCHENRY & ASS,* PAGE 05 TEL: SeP 22 95 10. 7. 1 No.C10S P.0 9:4 ashi► • • • a :side ial Ener• o .. ( • • . ' _ Form . . • • nvelope Sumnn nary (back) Climate -one 1 ENV -SUM • • . 1 Wt+ Wi .I..wston7801.h.ANlWIAl.1Gfwo1 • . Coptig,.Ae.Patme Arr.t.10¢1 D tt e�Aaion Flowchart us. (fits ct srt to du vmIr a if project qualifies for the optional PteaCriflw l option. . for Prescriptive Option II not, minor the Component i or 6yfsteme Anstysts Optians MUM b$ used. • . Iatm slue. Nat troy: Pal 01. Noma et 11.t.fm•A.A f tnda.l' eft.i1•1r 111•o111. AIWIA111.: Seply Itmail .r1♦It1ti vw1N4 w w.c.+o Iw1.t.A01 116m.nta 1.14. on n...di .11 N110.04 Nall ay. l/nea 1 p ao•M4 .b... nuV. f him; AI P T entf/ molly /HHI11 IAamdinl M AN RV.t. ..4. red and IdW t Id vnAs M / 01"f: All "Ve "bath tln0 ir1. oI 11.04 1.A wpm NM. y1, - 0 IPM WW1 t1111f/ P• IDW .1.1f1$ ',WAWA ne111 d1491r tn)Iaer. 1.0 VyR? n 1fte tfI1N • wns• avian 11110 and w 1 1y.tis IS d$1.4101 •1. .4/. en N Iflrflf sanfetwfall 1141 MNI. exeilNn: Mqt 4YI1 M. t.nfn•1d .174411 NIAIlne1 ...Num.. 1..nuwd a nlh0 Y. ...i... wA......r,.rwo d,.R.1.f11rf 1 er u«na. r...... O&M: • sfirlk , iw.t't , •" 70 X. 1 , / • • ' ' N, '' • ♦ my •. M w y N, " ' ` Al � • t s *eft a. t 1 - 4 Ctilr o ox - --- 4 ' 11 enelm• 01(7)" • - 4.11 4441'4.1.17..' 1111 '`twil+ „. SP los N., (tt.Ms•.� /" he %.414,414044417,/ noT t ef ‘-#...jt,;„ .4"4,40riv '•41.1117e' tit r+ 1 ., r • MI!' I••4$' lomma111 I • 1 Ni IN1l+.Np 1MAtIftil 0 Iuw4Oeh lf•44, 41f1 NI In1�NIdA.11141117 FaTrotio wow 4.11 Olal t Nl4 q•It Q 1/ WltI R.1• OOMuO *fin � R a ' • llas- O ne. •gse lent 4.10 Masonry .W1(IM) 0.011 M1111111b v%11. Ono U-0.11 Beim graft v414 d) (. 4.10 1a.1sw gm* 1wl11 OW) 4•IT !Meesnrywu VA 21 lesseir m (Dale) U -0.23 0WV 11(104 *4110a11 R•19 I ROW* {MK VD1 4.30 �11f4I 0nf. wags 4141 4. ttl Plow pear waves (•N R •10 Pooh vtio Imo 441 olio rvlb p•2 f 1 o.. Old* NN. (awl 4.11 awe roe v alY1(atnr) R.19 Meow nod. R -20 I7 I 1nIi m 10. 11•19 'need fadf MCI 440 Rm11..w.tia 440 tRtttn ow %mo . 440 1516e14• A - 10 • pail Me t7M11 ' 441 All NW roofs 4.30 614114..n•ofw* 4.10 .4I4tIM Soon R.10 Aloft duet 0024W.1a. 4.11 fhppl ono MOM. R•30 4.diont AD 11 4.10 01100• ao. rl U .0,10 1 (Il.tp.p.e.o• 4.10 *1a..• 0 r• 4. 00WMw doors u4110 IAIA1ant soon 4.10 **dem soon 4.10 Gum.l Cr uMr Met9 10papue dem V43,10 4mem wars U 4.112 Gismo Crrr nI Moll tjybn0 Va n I plats Goma We i Cl>tsn0 Cneina NW °W 410 Owl 0i4 �'� l 00.ISS 0110 115 100 .(ikon vwe. CPI GI. b Q Y Mt. t) cii-V 1. 0 4 0.10 1.00 154D% a 7s 1 44 1.07 I Afl. % V u 3410C Arfl'1 V U 11.4 "-- 1 ' 247011 0.10 1.20 010 ' 1 00-14% 0.10. 1,4 t 00 0.3011 0.•0 0. 100 rI 1 AO 1 )0. 0 SO 1.25 0 Is l I.V a is 1.10 1.00 20.304 so 1. o all I fa he no +. 30.I1711 030 00 5.01 ••■•■••••••■■■••■••■ 0 1 VP . 1IL " . '°d L_■ it Con wewlt PwIt li►rmal al • _ - _...... . >]tr1111A moves RMwr� i Concrete/Malso 0 . don* Wall Heat Capacity (He) t taw �M� t+A1et ALembly Otocnptton Assr.Tap • 11111111311. Arm OM AQ311111 vspsetb (HC) 01 - IIIIIIIIIIIIIIIIIIIIIIIII ma total abort • grads vial i.o minerntnl of 9.0, - -- _ "" 1111 Merattry Option the „ancinete ..0 tt1i417, ^� - - - - .. Iler harnOd wait*, Ml J1Ir IIIIIIIIIIIII HO •1.O MI1111w3 ....�. - -_ � 4t • providem: Por dher wake. use '- -- ••. T _ 3 *ctlon Area weighted HC: divide total of (MC x PIRA by Tots! Area • ,t: i, k • ,:•. ,2:0...., a . 01/07/1991 19:08 29258( MCHENRY & AE( PAGE 06 IEL • • Sep 22 95 10.24 NO .O05 F . of - t 4 Weehm • t 1- - Nonresl • enti - t 1 re • e e m e liance Form • . Envelope SHGC Calculations Climate lone 1 ENV 1994 tH.t► n.ie. ;riI, r i •to94Aebi E' Ilia Ce.• C.Tanoc. OEM. •onl tgpl Vertical Glazing Pre m' SHOO Pe Togei SHaO w List components by aiaembN 201 p■gs 1 rm., 8H0C' x Ares (A) • SN00 x A SHGC x Area (A) • SHOC r A Pia, u3n1 V4SS D,t s 1, o t S OD '' b a O % Electric Resis4. Ot1i Healing Plan 10: 0.2O 1,00 1.00 Plan ID: *10-30% not slowed 045 Plan ID: P3O.4Q% Hot allwvsd 0.43 ' Plan ID. • (see rouble 13-1 for Cene�Masanry values) 'Note: Manufacturers SC may b4 uses In lieu of SHGC. Totals ScD 2A1 if Totals 5 C 31 For compliance: 1) Proposed total area shall equal Target Total Area, end 2) Proposed Total SHGC shall not Gawped Ta q$I Total SHGC. OVerharse Glazing Pv po d SIMGC Target $HOC Uet components 4Y e aes,mbly ID 8 pe 019 ..... 1 .....00„. 321 . 9C• tr Are* (A) r SHGC x A SHGC x Area (A) • SHGC V A i i Plan ID: Plan ID: P/Ar P f A- Oltazlrig % Encino Rttl*. Othbt hteseng Plan ID: 0-20% 1.00 1.00 Plain I0: :2030% not allowed 0,65 Plan ID; 40-10% riot allowed 0.46 0 Plan ID: (sae Table 13-t for COAC/Maaauy tisluti) 'Note: Manufacturer$ SC may De used In lieu of SHGC. • Totals p A- Totals tO it' KOt Compliance; , 1) Proposed total area Shall equal Target Total Area, and 2) Proposed Total 6NGC shall not exceed Target Total SN C. Target Area Adjustment Calculations It tn* total amount of plating area as a % or gross exterior will area (calculated on ENV43UM) Weeds the maximum aIlovi In Table 13.1, e then this asteuledon mum be pone. U$a rha rasutting Vase Ih the Tar M UA and SHGC calculations above. Proposed Areal: Numbered ++aloes are used in celculstlona Woe. Roofs over Atha Other Roofs Walla Glazing Arne 1: 01: 2: 000 Note: OG • evsmsad glazing Opaque Area CIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIEIIIIIIIIIIIIIIIII VG = vertical glazing Grose Exler r Will Max Giutng Area Max,murn Target Area (Ta0Ie 13.1) O4a2MQ Area j` ` k E. 1x� - r 100 '� , �- target 00 Area In R�dbfa pert Alike Target 00 Area h Outer Roofs 1 • Max 00 Ramming 22; Target VG Area For Target(OG's, circle 1 71 o treiot (chi.) v-- mum .. 8 N�Mr (CN 013:- - and use the loamy v elure both here and e: below. Fra_p�oied Opaque Met PrdpO d CIO Amp �l target 0 A Target Ooeaue Area Roofs over Akira 4 : . 1 : — 10: = 13: MW'• - Other Rears 5: + 2 : — 11: 14: Toth Target 00 Area (etlrtt rig • iv11) 12; Placated Ooaaua Area Proposed VG Area Target Vii Ares Target 0 ague Arta I Y Waft] L. ; E 1 „ 1 — i g: = td; 7 Note: 11 taste is mote than one type of writ, the Target VO Arae may be distributed among- than, and Mtlsysta Tarps Opaque Areas found. 4 Target valuer 9. 12. 13, 14 d 1 S !shaded bore+) are Main the applicable Target UA cibulagons on me front. b Target values 9 1 2 we ciao used In the applicable Target SHGC WICultalona thews. • i 1 • 'Sh,: 01/07/1991 19:08 2925874. MCHENRY & ASSOr PAGE 07 TEL • See 95 10:23 N0.005 2,0t* 1 - 4 Washin■ on 1 - onresi• = n =r• l oae L orno lance a- c.r'r11 Envelope UA Calcul erns Clirnate Zone- 1 ENV -UA 1014 wsdmalM le MM/MAbrlal ' .,fir CMS G&W Wa a. ,,.� l t� . J , Afro 110 Pinlevt ACdrat X1 ' Z1VPn '1 G+ Ut irr� �W�'�t ..-- Dal. xS Space limit Type Q await mistime Ail tow For 6uttding thpanment L • C;lazing Ares es t grow (manor wall 2faa 7 % ^ Conclrete 41A 30ru C)pblo>n , C.I Yfia fie • Na,: r. If glazing eras *Remelt nteHmurn sl elect d In Table, then calculate a'ustsd cress on back (agar). If Concrete/Masonry Option it used. Target U - factors, 2HGC and Otaaing % will be dlffsrant then Omer below, Refer to Table 13.1 for correct values. bulldIn9 ()component Proposed UA Target UA List COAtponenta • aasemD 10 A • 11 • . 0 U•rtacter 1 Area A • UA (U r Al U•ractor x At (A) a UA (U 1A) U = . Plan %' OIS• )t CSC) (gfo.0 Ob9e, K C. 1 •O U- 0,'7'., Plan 10: 0.1;5 X 2 `CY),Z_ 1 -0, d ElocITIc Res.u. Otter . sting U4 Plan 10: idIP x. 0.40 `• U. Plan 10: a •• 111 .. 040 • . VS 3 U• Plan 10: s24.113•k nut allawa4 ' 1.00 Ua Plan 10: i 1 not atb%Ntal 0.50 U• Plan 10: (um Table 13-1 for CorclMasonry 1*l ) ,..rte W Pian 10, U■ Plan 10: P/Or l r / 0Isz1nil % W Electric %Wet. 0V I4.arinp 1 U« PIan 10: I 0 15% 0.80 1.45 U+ plain 1p: • 2•15•20% A.!!0 1.40 ' • `' u■ Pl an Io: 1 . - }20.3011► rot.OQMmd 1.30 1 U• Plan 10: , r30.40% 1101 alCM'i 1.2$ 1 U• Plan 10: • D, LO 12. (.p " t (sae Taub 13-1 far C4narMesonry %alums) . UN,' Part la:?i! e r k t . occ426 r , ' .r c o s i 257-2; t i .O lc d - 0, • I us 1.70 plain ID: ^� 1, ZU x G '11 iloctrial Rail*. • 'no Ua Plan 10: r X 1 ° U , (r 0 ' c - i Q.00 • q. R* /3 Plan f0: tD 1/ , 0 • JC ... I •. • s ! 1 -'j'S d d' y - n !+ ' 40, • 1 8 Ito Plan 10: ,04.15 K 2 402 __ 1 electric R 0 - .n9 R■ Psen 1(1 I 06',..."> awl 0.c0. Rs Plan i6): "' • 1 I R• Pion In: //4" /VA gtPClrio R«si#h Owl( rtelanny 1t- Plan ID: ( 0 .034 I 0,060 R.9,4 Pion 10: P/ 041 x 4- S7 41S , o •- R+ Plan 10. 04Ief X 4 S/ 1 . 5 i Re Plan ID, • — ' R • Plan 10: Eloclr,e Retkt. ()that Ilsaar,g 1 R■ Plan 10' Ordirrerll 1).062 0,14 R ■ Plan 10: Motel uud 0,11 0 14 R• Plan ID. Conclin1) 0.18 0.1' Rs Plan 10: Cono(oih) 0.• 0.25 .. ill R« Plan 1D: R■ Pifn ID: F.Iocina Raaiet. OIMr I4asiIng 1 n R. Plan 10: i �' " b Ordinary 0.062 0.14 es R« Plan 10: Metal thud 0.11 0.14 N R Plan 10: 8 R • Plan IO: A " 1 ( A„ , ` ` Fibetrb Recut. Other tkallnq d r R= Plan 10; ' � f' f 0 029 0.066 s R- Plan ID: . iiiiiiit R 0 Plan 10: R• Plan 10: aa � /� fJeotria 1104164 Other Hewing t Ra Plan )q: p( F -0.54 F•0.5.1 in F2• Plan 10: (so, TatrIa 13-1 rot rsdtent new value11 • For C MU w.Ns, indlpII core insulation m1latetlsl. 21 r,+� 1 { �► 1 1 Utast 214 .2„ Totals. � 0 For oonaptity+aa: . . 11 Proposed TAW Aunt shag equal Target Total Are*. sne1 2) Pt0posad Total UA shall Mt excCed TarQtt Total UA, !' ti; . .. . ril. '.: 09/22/95 12:F a 216 464 6592 G HERSCHMAN ARCH tj 09 *Jury 27 w % ti Ai t jaiirl•it7 u >!TijoJonre.i• -n ial new• od_ om• i.n _ • P.9/12 Lighting Summary LTG -SUM • iglu W►■ihn►n tree - geNtel fitly CePip eoe• • Aeei, 1P1M Project Info Project Adea dre is Dace S.. . For Building Department Use a , S oil c 74 ..y ',w I 141Sr&.14A . App cant Ntunm ••■■•••■•••■., Applicant Address: • ` Appileant Phone: /xl a92„d� e' tea■ L 4 -- -r Tie j ect Desc ptiortl____ Nava Build , ll CI Addition 0 Axamborl ( Compliance Option e lifProwxxiim 0 Ughting Poser Allowance 0 Systems Analysis t t (See Oual f cation Chtxldi t (over). Indicate Proscriptive & LPA tomes - on plats.) • Alteration Exceptions Q No changes are being horde to Mt ligt ing (check appropriate box) ❑ Less Moil BO % of the ftdures ors new, and installed lighting %wattage Is not being Increased Maximum Allowed Li: htin Watts., e (Interior Location (Iloorrroath rte.) , Occupancy Dtscription ' BERM Arta in fe Aborted x Area I . IIIIIIIIIIMIIIIMIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIII sliIIII■IM■rIII =MI . III r11•111111111111111111 " From Taber 15•1 (over) • document ail exceptions taken from footnotes Tcaai Allowed Wads! Pro osed Li; tin: Watts; e_(Interior) tma ntn tatted Thal Aliened Watts for Interior) ' Lot-01°n Number of Wrmv Wawa Moor/room no.) Fixture Dess,tiption Fhtuaes Fro P+o marl IIIIIIIIIIIIIIIMINMIIIIIIINIIIMIIIIIIMMNIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII =IIIM a= 11.11.1.11111 11111=111111.11111111111111.11111111111116 NM 11111.1111.111111211.11 . Total Proposal Watts rutty not esctnd Total Allowed Wets for Interior Total Proposed Welts Maximum Allowed Li Eon; Warta;, e ( Exterior) . ' Allowed Watts Area In fi Allowed Watts • Location D sonption per re or pd tf (or If for - - 'mete) x B' Of r if) e °Ybred Partdng 111111111.11111111111111111111111111111111111111.1111111111 0.2 W IIIIIIIMIIIMIIINIIIIIIIIIIIIIII On Pandnp 11111111111111111111111111111111111.1111111111.1111111111111111 0.2 W Ot,cdaor Arsaa INIIIIIIIIIIIIIIIIIIIMIIMINIIIIIIIIIIIIIII 0 .2 W/R Bldg. (by Isca0el 0 - 25 W 1111.011111111111 . 7.5 WM Note: for building exterior. choose either the recede area or the perimeter method, but not both) Total Aiksr+ed Wage Pro • osed Li:. tin • Watta: e' (Exterior) (may rot rxc«a Toni Atttanea wilts row exterior) Mill Fixture Description ■E Fbovrs IIIIIIIIIIIIIIIII �1 - -.h - ter 111.1.11.1111111111.111111.1111111111111111111111111111.1111.11111 1111111111111111111111111 Total Proposed Waits may nol eseeed eta) Allayed Watts tor Edexior Total Proposed Wens IIIEAKFIIMIII ...... .. , ......... . . ... _�._. ;L . _. .. ' 's . :t !::: 09/22/95 12:( e 216 464 6592 G HEF " - HMAN ARCH a 10 JUN 27 '9, In to :E Ce - 'l onresi • -n lel Ener• Cede Co • fiance F. P.10/12 of t Lighting Summary (back) LTG -SUM • • 11M espairoft awe 0 4onnisimenust InN°r C.o. C•mw°nc• Fonts AMU, 104 Pr seriptive Spaces 'occupancy © ra no uses serape areas or aircraft storage harpers other Qualification Checklist Lighting Fixtures: !L7 Check hero If at best 55% of fixtures in Inc Pate meet 11 lour criteria: • Now lf ocoup*tcy too its 'other" end taws smear ie matted. Me nummbM of natures In 1. Fixtures are fuorescent, non-lensed. with only one or two tamps, and V* apace la nix limbed by Cods. Ciaarnr ind«ulo thaw .paeas on p(.na. If not 2. Lamps are T.5, T -0, T4 or PL, and 3. Lamps are 5.50 Was, and pualMrd, 04 LPA calculations, s. Ballasts are elccuonie ballasts , Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA • Use' Fel Use' • uals • t' , at..s c,l'.Il Laboratories MEIN Process ttlantls MOWN Aircrsti realr ha n 1.S ... R • ••• x , • Car • :ail st feud earns* nu, 1110111 la stall 70 1 .8 .1 ..e . ,s.:,i me 1.5 Leescerwer facades 0.0 MEM 04 � 0.4 Masi hones 1 grelunitig Mnobilale slangs • allot rack shdv+ Mall artecursee P Submitted o Common -, • 0 MINOMMI 6 • Scrods Id , scrawl classrooms. ds care centers Common area.. • • • . babble. a .- .. nod conootntse Mr= Laundries 1,3 Told teaks and weshreorns 0.5 °Mee buildings, esfleaseorrirtls;ndvs was In facliitles of o • ther use type' (ir ctudlnp but not limited to schools. 1.2 hospitals. Institutions. museturr . bah°. dturenta) Footnotes for Table 1S4 •) I. In axtfei in which a use Is not mentioned spesiacally. the 1!n1r Power.411owance shall be determined by the buildings official, This determination shall he based upon the most comparable use spat/ lied In the table. Sac Section 1513 for exempt alas, • 2. The mats par square foot may be increased, by twio percent per toot (Meiling height about twenty act. unleu specifically directed otherwise by subsequent footnotes. Watts per square foot of room may be increased by two percent per feet of ceiling height above twelve c 4 . For all other spaces, such as stating and common grass. use the G'rrir Light Power.Allo.nnce fix assembly. 5. Watts pct square fool ot'room may be increased by two percent per toot of ceiling height above nine feat 6. Includes pump arm under canopc. 7. In cues in which s lighting plan is submitted for only a portion ol'a floor. a Unit lighting Poser Allowance of 135 may be used for usable of 1ce floor at and O.50 wars pea: square loot shall be used for thc common areas', which may Include elevator space, lobby area and rest rooms, Common areas. es herein derived do not include coal) concowx s, • 1. For the tiro online room. the Unit Lighting Poser Allowance is 1.0 warts per squsi•c toot. 9. T or indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for thc evert area u 2.6 wins per square foot. • In. For both Retail A and Retail B. light for i}crstanding display. building showcase illumination and display window illumination installed within two lest ot'thc window arc exempt. Retail A allows i Unit Lighting Power Allowance of ).0 wens per square foot. Ceiling mounted adjustable tungsten halogen and WD merchandise display ill urnina ries arc exempt. Retail 8 allows a Unit Lighting Poser Allowance of 1.5 %%acts per square foot. including all ceiling mounted merchandise display luminaries. 11. Provid.d that s floor plan. indicating rack location and hcipht. is submitted. the square &botage for a wurchouse may bo defined. for %:umputing the Interior Unit Lighting Poser Allowance. as the door arm not covered by racks plus the vertical face arms (sans side only) ' of the rack's. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • • • • . . . 09/22/95 12:FA IT 216 464 6592 0 HERSCHMAN ARCH Cm 11 7UN 27 '95 05 TRF BELLEVUE P.11/12 1994 Washington State Nonresidential Energy Code Corr pliifnce Form Lighting t Permit a Plans Checklist LTG -CHK Velitoileft DOPY Project Adam* - — vale - , so A The following information is necasaary to check a lighting permit application for compliance wan the lighting requirement& in the 1994 Washington State Nonresidential Energy Cada. • L..111___ Warm/don 1! Cd ' 1 I OftOf (altos Rr • ��r�,r,� , 1�3'iy1; Ilra•]�� a ct on . *513.1 Local oora oVacessa - — trz) no n s. ! "' rreR . /, 'I watEli 0 u, ht control schedule Wm ,• and features. "'• . s locations r 11111 r no n.a, (<cC�! no j:;,i � ..��. 11l.'lIll1 O !ter no n.a. 0 • • ,. • - —■its Mani = - r11.i_.1e it MOM= =ill ===1111111111111111MINSIIIIIIIIIIIIIIIIIIIMMINIM 1 13.9 Inter, sued ahut4(r 1 •1==11111M".77.. 1=E1=1==.111.11111111.111111111111111111111 11111111111111111111111111 Co no n.a. KUM o aura switches (..„=":=172:1=711=e1===11111111111-1....11 '41.7 na 111111111.1 ad+edul. w+t++ flews 4 . .. . Isfitaats, watts • a ,F111 las -4«iI ;4t41„Uft -1 act on - • 1 S' no n.a. Ile moor r".. M CM-M • T or E • UI • • Schedule ■rl5t h .. • - - ' Iw Cheal.1.11111111111111 no Ic c ra e• or tiny qua an, provi • e ezp anatton: • - ) • • • • •I • • • • • • • • • • • 41 1. • . : 1 / i , 09/22/95 12:( • 'a' 216 464 6592 a HE' - 11MAN ARCH a 02 r .fUN 27 '' ' 4 ' : •. -dF F U V orT . tF'J Flo r -si • enti -I En,r • Co . _ rn •li= e •r F. 2/? 2 Mechanical Summary IVIECH -SUM 1fN *woven Sol/ NoA,r>rrsllerl boor Case Ccono lrr owns Apt, MA Project Info ' roiec s � e .r t 1"I tr..,,r p ,. � ,.._.� �u° .�3 I g S r.,.. I 1 SD I `s D✓ �^{ N.� . L�` ^ : . 1 �. _- ._.�,� 1 /uuo b tM TnsrW UM A t►csns Name : Applicant Adorers: - 3 3. Gw�nn r �wr~ t #r1« n • • Applicant Phone; .. 'Project a 4o►+•,*4h Vol ✓vn ew +; ���► �� s.� s +e.► ., v. '�" „A....R . ' 00o r 0 ¢.)e 1-.;c vv,.,�.4'• . •r j * ; tis - ! : ' aA Vy ; 4 i�o•a*r.P 9re?� aa�ibe mtrllaniral whim ck � Q J � '� . , , � , ty eM,. features c- Nb %nQ;+• 1∎a.� re.r” + C.ltC- r; a a�`�,L', ACe•'�4J• q la a ' . 61' (eaa«'Er, Simple System A Compel System 0 Systems Anairs(s Compliance Option (see Decision Alawcfurt (over) for qualifications) Equipment Schedules The following information is required to be Incorporated Mtn the meehanlcal equipment schedu es on the piano. For prcisda **lout plans, RII In the required Into/mason below. R Coolie; E. ui • meet Schedule • E quip capao, mg O M e IN DCJ. A 0 0 o rb 0.. is o MIIIIIIIMMEll Arc 11 IMMIIIMIXIMMI 10 Toy, M • 4) EIEIIIIIIIIIII R o o 1 3 00 V ""0 s • 0 MN 'ov a Me PI . . To ': oo Roo f- Heati E •'ui . anent Schedule E p. • SA arm , ID ' • Model No.t MEM 6cono Input a Output t,luh IlEgi 1 ►'1:7 II .. L - 00 . 1 4 o MEM t M M � F Lido ""� �l .......... ...,=" ......... Fan E . ui • ment Schedule tiqulp, 10 CAM Mil HrlllHr gE Logsdon of service • rtrffl ■ r0. 1 1 1 1 0 0 01121111151M1 ' L e∎ I ■vs . 11.111111111111111111 ' 111111.111111111.1111111111111111111111.11111 'if imitable. t As tested according to Table 141, 14.2 d 144. a II required, ' COP, Hiplr, Combustion Efficiency, of ANUS, as appAeatts• ti trl.w coned types: VAV, canines ■olume, or aarieWe speed, • qi 15 ,' i 09/22/95 12:ff 'F` 216 464 6592 0 HE' "HMAN ARCH Cm 03 JUN 27 '95 05s0BPM TRF BELLEVUE P,3 /12 . • 1994 Washington State Nonresidential Energy Cade Compliance Form Mechanical Summary (back) MECH-SUM $$l W.smmit Vet NWU li 1Y *iv Ceti CMeoaC• sne b*M, IPM Systeat Description If eadn5C00 nil 6 Constant vol7 al All cooled? D Packaged eye? D c$4,000 ctuho • See eeccon 1421 for fs.M description of or Cooing ony: Pew system? economiser Included? Simple �rstom QuanAct+done• - -- ---- -- — •---'• • • „ n o 45000 dm/ Cl 470t4 outside elr? Decis f oft Flowchart use Ws nowchert m determine if project ouegBe) for lwmpie systan Opfon. it not eiqur the Complex Sys$em or *stems Melysis must be used, ♦ • Start • • / s system Type KtinQ/C onatan r oo lfn an alum* no yes • Heating On • • it Cooled ■ - )~ 0000 cfm _ • no n • i, ye Reference yea C see. 1421 as:kags • 4t0% OA gees . ► stem nc yes • 4,000 Btu • Split 110 1200 of stem no • yes Yes ^, (Reference) 4,000 Stu • no yes Sec,1423 - 1500 no } Yes . Simple System --- ----•- Allowed Reference � Sec. 1420 Use Complex Reference System Sec. 1430 Complex Systems Rater to MECH•COMP Mechanical Complex Systeme for assistance in determining %with Complex Systems requirements ere applombie In this project • • • .. •441.• . • • 09/22/95 12:49 es 216 464 6592 0 HERSCHMAN ARCH Cij 04 JJJN c' ' m'••i'G't'IO'I,M'rf'Rp 'DEL' :7 1 roluetIwo; /.,,ie. ,...rr V */ I �•r�••.r • -.,,. - • 4/ Mechanical Permit Plans Checklist MECH -CHK 1tM1'*SUh y rA.I itatW nwypCw nlpmnp MpI� . ew. tIM Prgect Adareaa 01 SoA1.. a.t+►4 • w a O s t e 4 The following information 1 moment to chick a mechanical permit application for compliance with the mecnsnieat requirements In the WrMing on State Werestdantral Energy Cods. Appkltrty 4ocauon autidng OspEtment whsle one)• a L : On Man Naps , ___ lii - 4 • 1 1 u;14111 - 4W 1 act on . • • ,,,, rfommanea I all a - '�..- i4'L'J.>� 1.4�1AMfT N izl muna Sul• ,..f 1~[Z',.: � ►`.,: io Oeae • - comrot arm C•Tillm ?1L* M •nvd :• 11=1111111111111 it armitL .� f,`u7 t • stst with n , h • • k sn4 •t i ant da i� � l t 0. =r1 if ,• c MIERit) 71'ili il I/�u�r.' :.ai'.l' .'.'I-�1:�i1..J" l' t '1' '' ald ►J_illiL¢allI InOic g •_2" !WWII en MIN11.111111111111.11111111111111111MM 11 n no n•a• 11111M311111791111 r41117. t+:.^ UI ( conor tiers f3� titic7 a~l• OMNI G7 C -"�.u. Ii1�AR UlErnilltrIEUNE= raw • _4111111111 [• uoti • a tern lw • r: !'mil r f ••rt!l " �' - - l • w e e 1 insulation on • nu � 1711L11311 MEMO .7=r1grMINNiirriaimaimmummi . wirm. -uut- !r:14 -vi Ld__'!Ialmilb l•I.J EE:1T4'{ • . 1 1111 11 111111111N1111Mal Man 1.111111111111111111111111 - �1rli1�LT ` ' 1 ;1's, - tames , ismaimammi P:" X 1 1453 eat rminim LZ=I=T'Zrir;=M=NIIIIIIIMMMSIIIIIIII MOM lMINNIMMI no " c rc e o any qu s on prav • a asp arm ors: • • • • • • d • X41 �. I 09/22/95 12: rq '8` 216 464 6592 G HFc'CCHMAN ARCH Gib 05 Jury 27 ?S " ion :'1b M ^ t'v - Ifet, v uENOnreslaential tnergy Uoae Lompliance form ' p,5,i2 Mechanical Permit Plans Checklist MECH -CHK I ift•4 wa►nromren euua Energy Wee C.4.eg !nee gums era+, 1044 Mechanical- General Requirements 1413.3 Integrated Operadon; EuildIng Heating Energy: Ait ovonemixers snail be capable of pWMding panel cooling even when 1412 Controls addldonat mechanical cooling Is required to meet Me r•mskrou of me 1412,1 T.mpMatur• Control*: B system shall be provided with at cooling lob. Comets anal not preclude the economizer apemen when least mfl t one t.erame control device. Each Irene snail be cantroUed by msehzrnczt coding 1 re4u>rod slmultin•ousy, • individual thermostatic canons ts.panding to temperature within the zone. Ese•pdan: Economizers on Individual, direct •rpInslon, coaling At s minimum, seen floor of s building shad De considered as • Worsts systems wren capegians net grainer than 75,000 Stun may Zan.. Include controls that Rm t simultaneous ap•ra of the 1412,2 O•adosnd Controls: When used to •enuot actin comfort hexing Ka and mechanical cooing for the purpose d preventing and cooling, tone thermo1 ec controls shad Do capsule at a dtAditend of at ko formation on caning seine. *eat 3 degrees F within *Neon the guppy of nesting and cooling enemy to 1414 Ducting Systems • , • the zone is shut off or reduced to a minimum.. 1414.1 Scaling: Outs worts which is designed to operate et pressures • Exceptions: meow. 112 Inch wear column septic prisms. shaU be sated in accordance 1. Special occupancy, !pedal usage, or code requirements Where wi0► Standard RS-18. Extent of sailing required is as fodow i; duadband controls u• not appropriate. 1. Matto pr.asut.: 1/2'inch to 2 inches; seal transverse j.int$. 2. Buildings complying wet, Section 1141.4, If in on proposed bolding energy analysis, heating Ind tooting 2. Stale pressure: 2 inches to 3 inches: seal all transverse pints thermostat setpoin s are set to the same tomperatse end longitudinal meant*. between 70 degree, F and 79 degrees F inatusive, • 3. Stabs pressutei Sbove 3 inches; seal all transverse pints, and assumed to be contort throughout the 'liar. longitudinal scans and *use well peneeelona, . !, Thermostats that require manesl changeover between heisting 1414,2 insulation: Duca ptenunis that are constructed es part of eta and cooling modes, building envelope shall mew the tsouksmsnts of Chaprer 13. Other duets 1412.3 Humidity Concrete: If a system la equlppea with a meene for and pMnum* ones be enormity Insulated per Table 14.5, biding moisture, a numidtstat anal/ be prsvid.d. i Exceptions: 1413,4 Setback and Shu1•OM: HVAC systems shall Ire equipped with 1, WkhM tr ee HVAC equipment • automate donates ospmlbl• of sseampldhing a f0uction of amp use - through control setback et equipment shutdown during redoda d non-use 2. Eainauat air duct' not subject to eondeniation. • Of artornats Use of the spaces Served by rho system. The automatic COrtt►ob d loosed ductwork within a Seems rival serves that space doh% shall have s minimum s.wn.day clock and be capable 01 hails eat far Seven different day types per week. 1416 Piping systems • Exceptions: 1si8,1 lnsutodo.: Piping shad be m.rmsIy twinned In a0co►dane. With 1. systems serving caw which sequin continuous operation at the Tabie 144. same temperature seuroint lisception; Piping YtitDtkel within unitary HVAC equipment. 2. Equipment whn full load demands of 2 kW 0.821 t3 VA) or kes3 may Se eentreded by readily ecoesitkle manual off- Water plpss outside the con41t.n.d apace shag be in.ubt.d in . hour controls, aceotdan•s with Washington Stet* PlUmbing Code MAC 51.26) , 1412.4.1 Dampers: Otrotd. alr Intakes, exhaust oudots and fele( outlets tiering conditioned apnea s rsa be equipped whir dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) suromadcally when the system Is an •r upon power fetlure. Stair shaft and elevator shaft amok• relit( openings shall be equbp•d with normally 0001 1421 System Type: To qualfy'es a simple 'M em, spawns shall be one of dampers Theme dampen shall ramaln *Wad in normal operation until the (chasing: 1 , steroid by tree fire alarm system or caner approved smoke detection a, Air Cooled, conektnl volume packaged equipmers, which provide system. heating, cooing or ootlt, and require only •st•mal • Exceptions: connection re duet work and energy services, 1, Systems serving shags ankh require continuous operation, b. Alr cooled, sewers whim/ spite systems. which provide naming. 2. Combustion sir intake,. cool4►pi or boot. rkh cooling Casa* 41 54.000 Ito Ib 1412.8 Meat Pump Controls: Unitary air rioted new pumps she l elude or less, • mkroprocessof controls that minimize supplemental held wage during c. Hating on)? 'Anima which nave a cepacky of less than 5,000 stan•up. aei••up, and defrost eondltson9. These controls shall oink:l ot• rim or whl.h have a minimum outside ale supply of need for Mat and use Compression heating es o. float tmsg. of heat. less nun 70 percent or the toed at aircutadon. Controls shall Sickens when supplamemal hearing ix behtq used through visual moans (a.g., LED indicators), All other systems shall comply wilt Seasons 1430 through 1436. 1412.1 Combust)on Heating Equipment Controls: CembustiOn heating 1422 Controls: Ih addition to the control Imquienl.ms Ii 5.w5on 1417, equipment with s Capschy over 225.000 1501 shall nave modulating or where separate heating and cooling equipment servo the mama temperature staged combustion control. done, thefmo$tate shalt be intefiocked to prevent simudute.us nearing and i • cooling. 5,c eouOna: 1. Beiers. 1423 Economisers: Economizers meeting the requirements of S6cd0n 2, Radiant Heaton, 1413 snag loo Indtatled en peckegod and top fareCoodng units hating a . supply capacity of grazer than 1,500 cfm or 4 total tsarina cap+Cky Plow 1612,7 Balancing: Each at supply outlet or ail or wetter seminal devise tun 54,000 Bpyh, shall have is means for balancing, including but not limited to, mmpara, The total capacity of W unto *kha t economizers shad not emceed tempefature and pressure teat cortnoctiol$ and baMncing valy e, 140,000 9tufi per budding. ' 1413 Air Economizers 1424 Separate Ali' Olao•Ibudon Syetrans: Zones with special process 1413.1 Operation: Air •conomtz•ra shed be of automabaaliy modulating temperature requirement; and/or humidity requirements stall be served by waia• and :scum sir dsmpsrs m provide 100 percent of the mission supply separate air distribution systems (rem theme serving requiring only alt is in/tilde air to reduce or elimtneue the need foe mechanical cooing, comfort conditions. 1613,2 Control: An .00nomta•ra snag be conxoU.d by a control system capably of determining H outside alit can meet pen or all of tie building's • cooling loads. . , :. • , , _ , . , , „ , , . . , „ . , , ,, . ,, , , , ., , , . .... ,. , . .., . . • • . • . . • . - . . .... 09/22/95 12:52 1Y 216 464 6592 G HERSCHMAN ARCH a 06 MN 13ii1 ii11111Frf".N-111111111111111111 i 1 rArtritill1=1111141.111Incocati • I- ..1..........1111olloillillillelninImminim I Mi' 145 • VAArgialliii i ' . 11111111111 . i 11111MI .'" irli'll"tis . hwI t e nt il s:1 4" Nrr . :- - !catuistions.—"411111111 • Mil 1 W MIZIPTIONOSIN INC. rnator *Mc. M 1.14.40T or • • • . S • with • - . a - ' • - —411 .011111.11111.111111111111011111.1 . 1 Pir- 143 itt=rAMMMINE17=7=12 o 9 01.e e • Or any quest on, prays • a exp anat on: ..1 • 1 ,1 ..........., N Decision Flowchart r Isis flowchart to detamiltle how the requkernems of Me Complex Seri* Option sppty to It* project. It Ow to the Indicated Code sections Mr news complete krformadon on the requirements. )1 • 1 . . Start ri • Here ! ! 1 . . . ., . . . . I Swim 1411.1 • ' : . . equegnex Pwe 1 • . • • DWI MartTollati 1 i . • 1 1‘1 ersigh 14.1 . . , ' • . . •'. `` I Soak. MAI • ' NW. • v. . I, TA . As 7111.1.1wo lor esaikal ' ••••–•-41.1 M Omit, Emelt • . '••Il.staIlmatt?, 1 IMO MN.% go . ., . / ,z- 4 –........j ..... I 1 = 4-12-1 Yu : a a im ig il t, ii. ' '.• th "... lg. ' .. 2 _ , .....1 0 & sw"=___ i Taapossitin Rua Onside TWA Comb 1 Canals &quid 44.00NO . 4 Mak* .. taidot \ taw .' ,.. , . , . [ . ' ' No T . . ... • ..- 1 pcxasinued an . t.) 1 . ., . . • - , . . •: I . ' . ; . I ...... . : . , . .. . • ' • ,. . .. . ., . . 4 . . . . . . , . . -.....,..... . . • . . • ;I: . . . , . . , . . ''.';:•';‘,1j4. ' . . , . ' . ' , •I . ..: . . , . . • , , . . • • . ' . , . , . ' . • .1•:•,,;••.: • • . . . . , . • . • ;1 . . ,,. , •tifiti... • • . • . 14 . • '.;:f..• '.'%.' . • , . ' - ' ' Pi '''''' . • • 4 i i • _.............,,.....,_........- — - 09/22/95 12:T^ TS 216 464 6592 G H r""e:HMAN ARCH CA 07 • 11N ' 7 e'' ", : " ~i3f,i'lz r.2 •• L ' • f►feSIUtaUUeli GIIt4t UU- lift Hall 11..0 4• Is i p,7 /1' • Mechanical - Complex ystems (back) MECH -C • ' • 11•4 w•emr,.r•e !ua Nr mwwnew Qtirtsy Ciao ClQpubelb isms *en1. tt • • ' (CCntlnua4 `t ' from hunt) 1 , I ,1., . O.en+ Mvtm • MeV* fj% / ' •.. Nis • *sod . • • Ne M•I,n Must Mew WA" le ti4 y • ^-•-% N•to. w • • Sisimom 41 tf tf • Palwro wo s. •• ta►ye•epe.l Tale U►d . \ z! I____ . . Yes y • • Yw •••• Hum* i► ••• teeric ,•'•• Hewn' ' • . 20 000 'e.0 -J C •uYin n Inn , ,•+'• —t lw liutlf .,... • . r'd"te' \.,/ ■ N. I Pio M•erta,eoaw I 1 • f 16trutiblt • � O I N Seeds a 1.13.► I H•yl Pus* , t. W.��.% Yel t i I 1 ••.,CoMote .r . ' Commie i I . • tr.�e.d ' No 141.1.0 i . . ' i , • : ' • � I,e�e t r t • ConrMi ,• '4m►Ptp NI ;' , 1eeO.e INd I • • .. \ Cooling Yu, r' Pokags • .• N. , • ' C.Ae{ t T'eW 4dl ♦ • No • • $4,006 IOW • ' '•.,, Ow • '' sox SAW , ?44 } /' • • • r f Ns I Yr L • i Y.. • • •` I Yes 1 L 1.11 •o t `. • i . i •�' . 44.1.1 ' � Yi.� pm R Irnpe' \ Yr boos l Vs►Mrt i11+ ' • nosr! . • !0 NI? •, boos _ rd . '' \ • Sect.* tail Fes Poe.enA Y° YAY \', Ten+:ad Um. Orate Rgw •. "." . • I Noy y *wow 4 s3 � Daft. 11 r 1 _ f N bn++m'J • 1 C '� • t . . v • • • ;at� - 7. 77 09/22/95 12:F^ '8` 216 464 6592 G HEPCCHMAN ARCH r 08 • , JUN 27 '95 051 12F'M TF1F BELLEVUE P.8/12 1994 Washington State Nonresidential Energy Code Compliance Form Electric Motors • MECH -MOT • gee• w•o .p•. Sure ,,upy moo•• eem..aM. •swl$ __ Protect Address 0 f , . C. G e ' • ..N.4, it t st Id ar Data y, 30 1 gp r Complete the following for al design A & 9 squlme►< m agc, T.frae 1 • uctlon permanently wlted porpprrew motors For Building Deparunant Use (ran 1 np to 200 np hawing synchronous speeds or 3600, 1800 ur 1700 rpm (unless one of the eac.pnons bellow applies). Motor Min.Nom, No. or Type Full bid Location �l sr�.� eoen or closed Oescri . Ion of A u• licadon or Use 11111 Efflalencj Ti► aon• • . .o0. ■ HEFEI ri. 0. n,u owe . mss: Ral 1. Motors In systems designed to use mots man one 3 600 1 800 . 1,200 9.600 IIM 1 200 ; speed of a rnutti•speeo MOW. �,�;� ,, ,,..; 2. Wore already included In the efficiency t 1.0 - OEM 80.0 Warn Illin= 80,0 . requirements for HVAC equipment (rabies 14.1 of :. 82.5 64.0 . 64.0 12.5 64,0 65.5 1 . 30 91.0 92.4 93.4 91.0 924 91.7 40 • 91.7 93,0 93.0 01,7 . 97.0 93.0 For motors claiming an exception. list motor and note 50 MOM t .0 93.0 MM. 93.0 93.0 whirl( exception spites. , 60 93.0 93.6 11131311 93.0 93.8 ale ' 1 . 1 1 1 01 1 .1 910 11111011111111E90111 -.0 100 93.0 N.I.MI , 14 111Mallitalll 94.1 IICMIIIIIIFIMIIIIMIMI : ' • 160 • `.0 94. ECM • .0 95.0 200 MOM 910 NUM ' .0 95.0 • .0 • • • • .t • 4 09/22/95 12:FF '8' 216 464 6592 G HERCHMAN ARCH LJ 09 'JUN 27 lg1 • a p nlfli l V ' g ale Nonresi• -n dal Ener• od_ om• la _ . LU P.9/12 Lighting Summary LTG -SUM IfI4 018, 6 4, •111• SUMP 401411 Illy ••••••••• , Aar, me Project Info ProaectAnar OFFi Mr4 „__ Q - Sp•95 rot 9urlding O.perontnt Use 5 or S DIA G '1.4 41' ' ..1.4.) AppUcant N.m. ,ka►c. sr l,bbaA, Applicant Address: it... . •• •: t, . d r • ` Applieant Pho e: (Z1�O� 7r9 -4 -- l I'rojcct Deseriptlon �S[ New 8uild}ng Q Addllian 0 Aueradon —I • � rte- Pfe�at nixkli Q Ugrnt�rig Parer Atbwance 0 9 Ays (s —�- Compliance Option !l..�� (see Qualification Checklist (over). Inp . icat a prasuiptive b I.PA .._ dearly on plans.) Alteration Exceptions 0 No char,ues are being made to the llgndnQ • ..... (chock appropriate box) Q Less thaw 80 % of the fiances ors new, and Installed fighting wattage le riot being Increased Maximum Allowed Li; Min ; Wattage (Interior) EMI ' ,. occtipanry Description Area in ft' . Aborted x Ares • • . • , MIN , •' From Table 1 . 1 ( over) • document 11 aupttone taken from footnotes Total Allowed Wed Pro ► osed I.l • • tin: Watta a Interior Wa not acted Total Allured Witt for Interior) - • Location Weds (noortroom no.) Fixture Description Fropeaad 11.111.111.11111 . IaIIIIIIIIII.MIIMIIIIIIIIIIM • 11101111111111111111 . 1111111111111111111 1111111111111111.1 lIllIllillIll Total PropoSad Wefts may not exceed Total Allowed Wens for Interior Total Proposed Wets Maxiaaum Allowed Li thi : Wafta : e (pxterlor) . Allowed Wads Area In at Mowed Watts Location I7eat:nption .. fi or per tf (or If for - - 'rnetefl x R Or X tf) Covered Pandng 111111111111111111111111111111111.111.111111111111111111111 0.2 W Open Pandng 111111111111110111111111111111.1111111.11111111111111111 0.2 W outdoor Areas 0.2 W Bldg. (by facade) IIMIIIIIIIIMMIIIIIIIIIIIIIIIIIIIIIIIIMIIIIII 0 W • 7.5 WAf Note: for building exterior, choose either the fecede arts or the perimeter method, Out not both) Total Alined Watts '. Pro •osed Li tin • Watta: e' (Exterior) (May not tocoed Total Alta•ed Watts for ) Foram Description l WWI WEI. f...1 op - -11E/71101W7711MEIMARTIMMI1111111111111111111111111111111M11111.11111111111111M11111111111111M11.1111 IIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111 Total Proposed Wrens may not nosed oral Allot ed Wets for Edetior Total Proposed Waite . . .... ...._ ;,. . -. .. • • 7d y%tr 09/22/95 12: '$` 216 464 6592 G HE" " HMAN ARCH el 10 JUN 27 '9 O at- - Nonresi• -n ilai Ener• Cede Co •Iiance F•rrn P. 10/12 4 Lighting Summary (back) LTG -SUM . ta}• wa►t.n State ovenoiramienrsi ane,ar cam. Centwence Nowt ANN.1$ae • Prescriptive S paces Occu ❑ Wtsranouses swage areas or aircraft storage hangers •7g other a Qualification Checklist LIgntIng Fixtures: V Check hers If at frost 5S% of fixtures in the apace meet 11 four criteria: Note: If oeouo•noy typo It Cmher and Ahura arum ie Medea, Mt number a fissures In 1. F lures are fuorescent, non4ensed, with Only one or two tamps, and • the apace Is not Unshed trr Coda. Cieany indicant mete .»awl on plena, if not 2. Urns. are T•5, T -0, T.a or PL and 3. Lamps are 5-50 Watts, and aucktre, en OA Calolrlalioni, 4 Ballasts are e4ectronic ballasts , Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting • IMMIIIIIIIIIIIIIIIIIIIIIIIFMI uals innumritimnimmicam iii ii i . . . all . _. i Wiiiial. 7 _3 ' J :.0 •.w.�� 1t. . ` e 1 111111111111111.111=1=1111111111111111111 13 111111111111111111111111111111111111111111111111 Gar - ;r at rood mai ty ena EA Retail " Minn Factories, woncsn..s, nandll areas • :: •' _ —,.it tacker anaor shower facihfes 0,0 frogittA1O Ia 111.29111111 0.5 Illal , i' iiiiiiiifiiitiii P SuennkQed or Corrvnen -,t• • 0 i • t ' a •, a 1.3S Common area. . • • • to_bias r •- • • read concourse UMW To lst faciitles and washrooms 0,0 arnimmui Office budtngs, d'ilcvroministrtsdve yeas In facilities of I other we typos (including but not limited to schools, 1.2 hospitals, Institutions, macaws, t.nb, crtWCrres)"'tt Footnotes for Table 15-1 .) • I, In carici in which a use Is not mentioned specifically. the !!nit Pow!' shall be determined by the building official, This determination shall he based upon the most comparable use specified In the tabie. Set Section 1512 I'or exempt areas, • 2. The %sans per square foot may be increased. In two percent per tool ot'wiling height above twenty fat. unless specifically directed othcruisc by subsequent footnotes, Watts pct square foot of room may be increased by two percent per foot of ceiling height above twelve test. 4. For all other spaces, such as seating and tdmmon arcs, use the Unit light Power .•Illen.ence for assembly. d• Watts pct square idol ot'room may to increased by two percent per font dealing height above nine feet, 6. Includes pump arca under canopy, 7. In cases in which a lighting plan is submitted for only a portion of a door. a Unit Lighting Power Allowcnee of 1.35 may be ttetld for usable office door area sn4 0.130 wets pc' square foot shall be used for the common areas. svttieh may Include devstor space, lobby area and rest rooms. Common areas. as herein defined do not include mall concourses, • S. For the tiro engine room, the Unit Lighting Power Allowance is 1.0 over per 'gush foot. 9. for ind« r sport tournament course with adjacent spectator mating. the Unit Lighting Power Allowance for the court arc& is 2.6 wan' per square foot. 311• For both Retail A and Retail B. light for Omstanding dlspley. building showcase illumination and display window illumination installed — within ma Poet ot'the window are exempt, Retail A allows a Unit Lighting Power Allowance of 1.0 wins per square toot. Ceiling mounted adjustable tungsten halogen and HD merchandise display illurninariea arc exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 mitts per square foot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height. is submitted. the square tbotage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance. u the floor arc► not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the tloor area not covered by racks. . .. •, .. .. .. .... . . . . ..•... .. ;i . _r 1 09/22/95 12 :pt 'a' 216 464 6592 G HE CCHMAN ARCH 2 11 . • i ' :!., .7,.:,,..,. ...:..\..i.....'.' .. . ,. . , : .. • , • 7UN 27 05:14PM TRF EELLEVUE P.11/12 ' 1994 Washington State Nonresidential Energy Code Co Form ; • Lighting Permit Plans Checklist LTG -CHK toes Wuivi,. a Sala EO.ip CM" COMMente f•nM • AMU 10 Pn>teet ^dorrs+r a R . - - ONO = ' 3° A , The follow ng inrptngsbn a neceseary 10 Mock a l{pht permit application for cemplleneo wan the lighting requirement& In me 19 Washington State Nonresidential Enetpy Cede. EiigIIFRIIPP tnfarntadon R�ulr Eli, . eo Noas hi� e 4 -• eCtan • 1613.9 local tonttoVacorse Schedule with ,• Indicate IOCSeona , r ry• no n a. KM. Area a ort<rold raw lb1tft der swKo .''rte 0 W. ht one oonttol Schedule Wizi ,• and feau s ! eaA6 lotions t . no n.a. IIMIIIIIIIIIIIIII verdant tndkaae venial l - ••• cot • . r=s~i111 • 6° .01111.11/1/11=arrri=1=21111011111 1 ammommaion Enrlor en toff E , . - . gi; i1. 1===!11/.1111111111111111111111111111111 • lvoP../ZIIIMRIIIIIIIIIIMET'..;. - =...: a lowitan . Ir.raiE „ . iL [C u: . wits+ and Weems 1111111111 t • • . with ,• end features ltacu • . override - • Di I: 11? -' Indicate a • - of tone on I ISdaga(df aagy,SH 1 a one , • •&• or , Ilk ammummommommeimii le. • • ballad" wens • ' • e 11.--.111111111111111111111111111111111111 1:4! I1 . .);0 • . on • , COP no of i N11111111111ki CM-P.1 • T or E • ui •' Schedule vrt01 h • , • • - 11; CYia . no ra c rc e • or any que - on, prov • e e :p anatlon: • • . , , • • • • „..'.' ..:l,: .;J .,,,,...,.« y ...,........,.m. .............. _....,...,—..,«.,}..:» fsyr.: r. r,.». uru••,. r•,.:. c.,: rn::.>,.».„<.. w........_...._.. M___. ._...._.,._...._....�_..__.... ..._....,.....,........,.. .,...,.............,.».�..».._. t , City of Tukwila la John W. Rants, Mayor N °. �;��• Department of Community Development Steve Lancaster, Director 1908 November 29, 1995 Mr. Howard Turner - Turner Si Associates 18420 24th Place NE Seattle, Washington 98155 • Re Office Max Building Permit B95 -0338 Mechanical Permit M95-0192 Dear Howard: Your building and mechanical permits for Office Max have been reviewed and approved in the Planning Division of DCD. They are being forwarded to the Building Division for finalization. I understand that you will be removing the bollards and exterior entrance door specifications from the tenant improvement drawings, and will be adding these to the shell and site furnishings drawings. Sincerely, a v`v 1 Diana Painter Associate Planner cc Jack Pace Roy Bennion G. Herschman Architects Inc. PRMT 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4131.3670 • 'Fax (206) 4313665 • ...' 4.. 40.....,.. ._._.._...- .- w..,.vxv+f ".t ZVAYW &, .1"E * ! , tZit. .,.+....,...... ea.w... otte*“...»,..a,...u....... Sys. �� City of Tukwila John W. Rants, Mayor , j Department of Community Development Steve Lancaster, Director 1908 • November 15, 1995 Mr. Howard Turner Turner & Associates 18420 24th Place NE Seattle, Washington 98155 Re Building Permit - Office Max B95 -0338 Dear Howard: I have reviewed your application for a building permit for tenant improvements for Office Ma and have the following continents. Sheet A -1 The bollards in front of the main entry are not in the overall site plan for the Park Place complex, and have not been approved as a site furnishing. These should be deleted, or a revision to the BAR approvals in which this features appears as an integrated part of the site plan should be submitted for review. Sheet A-4 It is my understanding that the exterior entrance doors and fenestration will be provided in conjunction with the building shell. Therefore, the exterior entrance door should not be shown on this building permit set, and the door should appear on the door schedule. You will need to submit a diagram showing that the HVAC units are adequately screened before I can approve this building permit.. If you have any questions, please feel free to give me a call. Sincerely, Diana Painter Associate Planner prmt:prkltr37 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 «• Fax (206) 4313665 • • . • • . ; .. :;, ? ..'.a, ;, ::', .i '...,t..... <'i,;,s .v;,o,,f '> fn Z 1.. ]f.v , ±,,- � sx ty2ir iki; ii",''.$2 ii:,.<.;* ars.- u +c- .n.._.JC- ..- n,.,z'r..,s+e .neA, r, var+' b! Yxr4ay•,, ov3Y .!vd;:c.'{,y",i^'.ki":.,... il, ..fyt;; .,. • ` y C. ( • • cc Roy Bennion Brian Bostedor i • i .. i 1 • , ( " • • a • • prmt: . . , ` i . 2 „ , "....::' • : ' ' . ,,...,.. . , . . .- 1 . . ''....• ::: ... ' . ... „ ,, .., , . 4 ( ( SC CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 REVISION, SUB \I1TTAL DATE fl' PROJECT NAME ADDRESS I CONTACT PERSON 1 )1 S� I A - { . PHONE 7)(9c) '74 31 1 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 1, 1 `S$ b TYPE OF REVISION: ' bl;lLO U' 1 ' ii1t T C 4 't't6' C _ SHEET NUMBER(S) , ? ( 1+F• "Cloud" or highlight all areas of revisions and date revisions. 1 h ,. SUBMI'1 I bD TO: 1` af761-- `, ' f Q RECEIVED d C ITY OF TUKWILA Nov 071995 PERMIT CENTER 4 0.M4, 1 ' . 1i,;\ •, - k I 4'0. ... ...• i s • Tukwila • ( J O � >A . , } 0, �l t3! �� d I� Z�CZ John W. Rants, Mayor w • .� - r , 1 ;, 'mil /' Gliv - Fire Department Thomas P. Keefe, Fire Chief 190S ..-- i November 1, 1995 1 Fire Department Review I Control #B95 -0338 (510) 1 • Re: Office Max - 17501 Southcenter Parkway, Suite #300 Dear Sir: 1 The attached set of t building plans have been reviewed by • i The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing • system is required for this project. (City Ordinance #1742) ` 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 y to the Tukwila Fire Prevention Bureau. No sprinkler - work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas :y where required, including all enclosed areas, below obstructions and under overhangs greater than four I. feet wide. (NFPA 13 -4- 4.1.3.2.1) t: 2. An approved manual fire alarm system is required for '',F this project. The fire alarm system shall meat the -- requirements of the Americans With Disabilities' Act, $, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P:A. 72 and the City of Tukwila Ordinance #1742. r;, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 J O o ; ,�.t 0 City of Tukwila John W. Rants, Mayor 4 4 w i 0.1 �fli� �.. O ., Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 2 H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute 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. (UMC 608) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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. _Al_ locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207,1- 1212.8) 4. 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 illuminated, or self- luminous shall be provided in all interior exit Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 3754439 • • \ \, •1 k 4 10 is 4 ( , -' ;1,, sty � � ' s City of Tukwila John W. Rants, Mayor °• ; o,��• f �= Ft re Department Thomas P. Keefe, Fire Chief 1908 Page number 3 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 1212.6) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) 5. 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.sa that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) • Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4-4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) .57.5-4439 • /67/ ) 0: City of Tuk v la John W Rants, Mayor �. ; �4 �t' •f == Fire Department Thomas P. Keefe, Fire Chief „ 1908 ��• 19013 Page number 4 a 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) 6. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed` description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 5754439 (. ma McHENRY & ASSOCIATES, INC, CONSULTING ENGINEERS RECEIVED CITY OF TUKWILA 23625 COMMERCE PARK ROAD CLEVELAND, OHIO 44122 NOV 0 7 1995 FAX 216.292.5874 216.292.4696 November 1, 1995 PERMIT CENTER G. Herschman Architects, Inc. 23625 Commerce Park Road Cleveland, Ohio 44122 Attention: Mr. Michael Crislip • Re: Office Max Tukwila, Washington Gentlemen: The following items are in response to the October 26, 1995, Tukwila Building Division Review 4895 -0338, and are numbered to correspond to their letter: Item #3 - Reference Drawings M -1 and ME -1 Added smoke dampers to supply air duct penetrations of fire rated corridor in rear of store. Added smoke dampers to ceiling diffuser, return air grille, and air transfer opening in this area, also. O& Removed undercutting of toilet room doors. Item #4 - Reference Envelope Summary Forms a. As informed by G. Herschman Architects, the adjacent spaces on each side of Office Max are to be occupied tenant spaces. Therefore, there are to be no changes to the building envelope compliance calculations. b. As informed by G. Herschman Architects, three - quarter (X) inch rigid insulation is to be used on the exterior walls. The building envelope compliance calculations now reflect this. c. The proposed lighting plan and schedule do comply with the allowable lighting budgets prescribed in the energy code because 95% of the installed fixtures will be two (2) lamp, non - lensed fixtures with electronic ballasts and T8 lamps, 50 watts or less - see E -1 and E -3. If there are any questions regarding the above, please feel free to contact our office. Very truly yours, McHENRY & ASSOCIATES, INC. MAB /ab Michael A. Bandwen , C. • G. HERSCHMAN ARCHITECTS I N C O R P O R AT ED 23625 Commerce Park Road Tel 216.464.4144 A. Cleveland Ohio 44122 Fax 216.464.6592 Mr. Robert Benedicto, Sr. Plans Examiner RE: OfficeMax Dept. of Community Development Tukwila, WA RECEIVED 6300 South Center Blvd, Suite #100 CITY OF TUKWILA Tukwila, WA 98188 October 31, 1995 NOV 0 71995 Dear Mr. Benedicto PERMIT CENTER The following is in response to your review comments dated October 26, 1995: p, K, > The size of the automatic doors at the entry vestibule is now listed on the door schedule (see sheet A -5). Q•�. yi2( Exit corridor to be one -hour fire rating as noted (see partition legend on sheet A -1 and detail 12/A3). Ratings for doors in this corridor are now located on the door schedule (see sheet A -5). Required latching device for door #9 is now listed on the door schedule (see sheet A- 5). 3. Refer to engineer comments enclosed. 4. Refer to engineer comments enclosed. Building Envelope Landlord confirmed adjacent spaces are being leased. Tenant improvement permits are pending on Linen & Things (Building B) and Border's Books (Building C2). Perimeter wall insulation to extend to roof deck as noted (see partition legend, sheet A -1). 5. Rack storage specifications reviewed for permit (plan check #B95- 0345). If you have any questions, please call. Sincerely G. HERSCHMAN ARCHITECTS, INC. Cynthia Turk pc /005 Enclosures Ad CIE JAGER CONSTRUCTION INC. 75 60TH STREET, S.W. • P.O. BOX 815 • WYOMING, MICHIGAN 49518 • (616) 530 -0060 • FAX (616) 530 -9888 • 4, 8Y I GL-t Bo(c->•c October 31, 1995 SUBJECT: OfficeMax - #7326 Park Place Tukwila, WA Please accept this letter as my authorization for Jiri Vala, my supervisor, to act in my behalf and in my absence as signatory for the Building Permit for the OfficeMax, Park Place, Tukwila, WA. • Enclosed please find a copy of my State License for your use. FT •ert Men vol. Vice Presiden DeJager Construction, Inc. • STATE: Michigan COUNTY : Kent BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ROBERT MENKVELD, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same as the act of such Corporation for the purposes and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL, THIS 31st day of October, 1995. Mary ' nzer, No cry bIic Kent Coun y , Michigan My commission expires: 12/21/98 GENERAL CONSTRUCTION • STORE AND OFFICE INTERIORS • COMMERCIAL REMODELING October 26, 1995 Mr. Howard Turner Turner & Associates 18420 - 24th Pl. NE. Seattle, Washington 98155 Re: Office Max tenant improvement - # B95 -0338 Dear Mr. Turner: The initial review has been completed by Tukwila Building Division. Your application will now be routed, sequentially, to Fire Prevention Bureau, Planning, and Public Works. Upon completion of their respective review and approvals, your application will be returned to Building Division for final review approval and preparation of the permit documents. Prior to final review approval it will be necessary to submit additional information and/or clarifications to the construction drawings to show compliance with Tukwila ordinance. The following comments are applicable: 1. The plans and door schedule do not indicate the size of automatic doors to be used at the entry vestibule. Please indicate where this information is located, or if not shown elsewhere in the construction documents label on plans or schedule. (for the record) 2. The exit corridor at the rear of the tenant space is required to be of one hour fire resistive construction, and openings are to be protected by 20 minute listed assemblies. Provide construction details to show how this will be accomplished, and list appropriate rating for doors in the door schedule. Note: Door #9, which provides access to this corridor is listed in the schedule without a required latching device, designate appropriate hardware. 3. The mechanical design drawings indicate a proposed supply air duct and a wall transfer grille required to serve the exit corridor at the rear of the store. Provide notes to mechanical plans and architectural plans with smoke dampers designated for these locations. Re: UBC 713.10 4. The building shell (under separate permit) was classified as a semi - heated space for the purposes of energy code compliance and no other development was proposed. The new tenant space is now proposed to be a fully conditioned space. Consequently, r ' y•• Mr. Howard Turner #B95 -0338 October 27, 1995 Page 2 4. (cont.) ... information to show compliance with the energy code is required for the building envelope, lighting & controls, and mechanical, Building envelope: To date no tenant improvement plans have been received for the adjacent spaces on each side of Office Max. If no tenants are scheduled to be in these spaces at the same time as Office Max, then the demising walls) must be insulated. In order to waive this requirement it will be necessary to indicate the tenant and schedule for completion of the respective tenant improvements. In addition, the installed insulation values of the tenant space envelope needs coordination with the energy calculations, the tenant improvement notes and the building "shell" details. Also the perimeter wall insulation needs to extend full height to the underside of the roof deck as oppose to the 9 • foot level called for on the tenant improvement construction documents, Lighting & controls: The proposed lighting plan and schedule proposes to exceed the allowable lighting budgets prescribed in the energy code. Mechanical: Review to be accomplished upon mechanical permit application. 5. A separate permit is required for rack storage permit. Note that the 1994 Uniform Building Code requires that permanent nonstructural components (racks) shall be designed to resist the total design seismic forces prescribed in Section 1630,2. The exception is floor or roof mounted equipment weighing less than 400 pounds and furniture. Please respond to the listed comments in itemized letter form and submit two copies of additional information and/or revised plans that may develop. If you have any questions you may call this office, weekdays, between 8 :30 AM and 5:00 PM. Inquires regarding the status of your application should be directed to the permit coordinator. Sincerely, TUKWILA BUILDING DIVISION Robert Benedicto, Sr. Plans Examiner • (. ( . )7 / 4/— qS.- PUNCH UST - PARK PLACE Building & site ° Ai ,, , _1. Concrete finish on wall (12 -15 -94 BAR) A•trZ-Z4 f/ ' 2. Screening of trash (12 -15 -94 BAR) L4Ceeie 3. Crosswalk at Southcenter Parkway (12 -15 -94 BAR) ;7 qs C2 , /-r 4. Building colors & materials (12 -15 -94 BAR, 3 -23 -95 BAR) 1 haelh6 ---Zi.OL , t / 5. S ign design (6 -15 -95 BAR, PC) �- i 8 4 - __6. Exterior & site lighting (12 -15 -95 BAR, 8 -16 -95 BP) A l* 7. Architectural detailing - additional molding, horizontal reveals, neon strip (6 -15 -95 BAR, /�}- 8 -16 -95 BP) 7 `�' 8. Narrow mullions for storefront windows (6 -15 -95 BAR, 8 -16 -95 BP) v T 1 ' 9. Glass transom for B, D (can have wider mullions) (6 -15 -95 BAR) 1 — ' � 7 M - 10. Bike rack placement & detail (3 -15 -95 BAR) �� 11. Handicap stalls as noted on building permit drawings (8- 16 -95) 4 0 2 12. HVAC unit placement (50' back) (4 -25 -95 drawing, TMC, 6 -15 -95 BAR) g %� D /`k13. Parking lot spotlight on pediment (6 -15 -95 BAR) 9 U " C=' �/ l � M 14. Wider entry, Bldg. B (9 -28 -95 BAR) d Si/`feiu. Landscaping A - G2 Ad 2 6444 - 4 n W //4 Jet /27`U '? &GYP le �1 1. Ivy planting at wall (12 -15 -94 BAR) f l * 0 ,�, c j N 2. Screening of loading at Bldg. D (12 -15 -94 BAR) _ // /'1 1(.r 3. Landscape scheme at front of building (6 -15 -95 BAR) QlU ,k1 Speciman trees at focal points (12 -15 -94 BAR, 6 -15 -95 BAR) A64•5. New oak trees at front entry, pruning details (mtg. 10- 11 -95) x (/4 6. New berm detail along street, pruning details (mtg. 10- 11 -95) A I . 7. Straight curb in parking area at lindens (sketch detail 7- 19 -95, 8 -16 -95 BP) "8. Planters not to intrude into front walkway (3 -15 -95 BAR, letter 4 -4-95) ,V,4 -` 9. 1' - 1 1/2' lower berm, maximum, at Unden trees; include new detail (letter 8 -1 -95) " 10. Tree replacement (6 -15 -95 BAR, 8 -16 -95 BP) 61 Imo. V'l( -cIt- t.: :,Z,:'- .,;., v., .ik1ik'.......'Pci C.._, .;,7,: ",c2.,,,, Si5 .Y:kd"tAr.. -K ..,,.+. R 't1TM�Ytt'„'M,•„}'nc`VNi'nN+hT ,: My M,W. „YM1' MrN3Y+ Lk.T' I11 1S);P,11SM[MRYTWRRM9.Sb • 011. Wetland enhancement (6 -15 -95 BAR, 8 -16 -95 BP) • N 11. Additional significant trees to replace mature London Plane trees (mtg. 10- 11 -95) /C412. Exception granted to remove 5 cottonwoods (letter 10- 19 -95) PERMITS L94-0084 DR L94 -0085 . SEPA . ' L95 -0016 Tree Removal L95 -0036 Tree Permit • B95 -0077 Retaining wall construction L95 -0048 DR L95 -0049 Special Permission Sign • B95 -0110 • Building A B95 -0111. Building B BAR Review 12 -15-96 Public hearing 3 -23 -95 6 -15 -95 9 -28 -95 Public hearing • • • • ( f' 1, f�ti .�"f YP '><^'i:�fN Ai K nt'yi,. .A h . ,vi • .,. ., ; q.. �.[t ��, � .,. s.. r w, ' »t!''tt YTS '� ,E. `t�� v'7�v a�sa;' :, n n: fir. Y {.:. .. M14 �[ vN:..' fi'. r` TYS�i:,° F+: �e^:! 0[. r% MK° 4'<)' tqf% 7` r�.';: t5: 5t: isiY• kt E4' t+ V: t'a t2K'. aM •29:3,V:SR{?t'ffic3'CCetY,pY". x Mechanical System N.R.E.C. Checklist • ITEM COMMENTS L HEATING & COOLING EQUIPMENT EFFICIENCY 1 Np1CAttED t N EaUIp vt • 2. TEMPERATURE & HUMIDITY ��� CONTROLS tJ/ 3. ECONOMIZER CONTROL t -Dvc.- rt NA Co ikt3r4 o . 26 4. DUCT & PIPE INSULATION MVO - e 4 ( 20" -1zolukN 'k' 3 eteloC'E 4 rttotM, --- .4 hN 5. DUCT CONSTRUCTION 5emAgc3, tit h4 k ` plAcA p e 6. HYDRONIC SYSTEMS 1 CONTROLS 7. HEAT RECOVERY AA1 REQUIREMENTS 8. ELECTRIC MOTOR EFFICIENCY 1�+ 9. VARIABLE FLOW SYSTEM 10. SERVICE WATER HEATING 11. HEATED POOLS \k\IX • .:Yr ,.i... ., r.. ..i'e .,... ... ,;.., C.:.. .. s,C..1w :'.M:x' .,. •;n: '. :. ° .:,r {:'.. ...`+fi, -'ei: .... ,._. ,. r,..e_..._ , n n .�.,..- ,.- „..,... 1 396 - - 3d Lighting Systems N.R.E.C. Checklist ITEM COMMENTS 1. PRESCRIPTIVE ` LIGHTING PATH GG0 e 7' fL `bZiC5', "Cr 2. FLOOR AREA AND CLASSIFICATION OR EACH OCCUPANCY ,,, AND SPACE TYPE. e a0/5Z 64 1 8v7el v-” 3. INTERIOR LIGHTING POWER ALLOWANCE CALCULATION 4. LUMINAIRE SCHEDULE AND LUMINAIRE POWER 5. INTERIOR LIGHTING POWER CALCULATION 6. EXTERIOR LIGHTING POWER CALCULATION 7. INTERIOR LIGHTING CONTROLS V Oi .' . ' *OF g "7/4 8. EXTERIOR LIGHTING CONTROLS C.� 45 ��vt� • 9517 - � 1/44/77 ec TP -046 'S4l-es 41 - ce�vs c7: fs v�go GIs cae /573' / a5p 7QU 1 - DP//c /144x Building Envelope N.R.E.C. Checklist ITEM COMMENTS I. CLIMATE ZONE 2. OPAQUE AREAS & U-FACTORS OF THE _zt WALLS, ROOF, & FLOOR CoimPGizIED ANPEte'ne--u-. 3. PERIMETER LENGTH & R-VALUE OF SLAB EDGE INSULATION. I 4. UA CALC'S FOR PRO- V POSED BUILDING 5. UA CALC'S FOR COD BUILDING ECopor6ETF... 6. MOISTURE CONTROL 7. AIR LEAKAGE CONTROL I 1- oc.„ar 1/ cot,' o rpo Eo TEM ANT 6714r-ES 0 754c-14 511D c1 'e<2.o AO' eJ4:6' WeiaE e tvlar)/6'e0 1=49M 64 p/opo544 I II Ric - r-dev-wic t -14_4-brvartez_s LA.A-s s_yms-ricusce-D. FOi TW-E cU ae,t - 1 M FA .5 7JD Ft-W -1(4C1, C.4-ec-5 Atoce) 14+" k--/J4G'E erP .5.7& 4J L.-4 0, /Z. 01Wecrt - F 2 014440/ 5 M Ce:7-fi fl/4-WC V1740004, w � ° �N°� , `� -� ICBO Evaluation Service Inc. co" fi 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 .'I"S. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 1812 Copyright O 1995 IC130 Evaluation Service, Inc. January, 1995 Filing Category: EXITS (056) DURA -GLIDE 1000, 2000, 3000 AND 5000 DOORS AND STANLEY "0" power to the operator by means of special electrical switches permitting SERIES PNEUMATIC, STANLEY MAGIC SWING AND MAGIC - ACCESS a safe egress. The doors are capable of having the swinging sidelights OPERATORS opened, with the sliding leaves swung open and pushed to the sides of the STANLEY ACCESS TECHNOLOGIES, opening, providing approximately double the normal entrance opening. DIVISION OF THE STANLEY WORKS The operating mechanism is all- electric, powered directly from 115 ROUTE 6 AND HYDE ROAD VAC. An alternate mechanism is pneumatically powered from a central air FARMINGTON, CONNECTICUT 06032 supply or a separate compressor. The safety actuating mechanism is con- 1. Subject: Dura -glide 1000, 2000, 3000 and 5000 Doors and Stanley nected to a 24 -volt electrical system, set to instantaneously recycle to full "0" Series Pneumatic, Stanley Magic Swing and Magic- access Operators. open position from any point in the closing cycle. 11. Description: A. The Dura -Glide 3000 Series automatic sliding doors The Dura -Glide 1000 and 2000 Series automatic sliding doors are simi- consist of single or biparting assemblies for use as emergency exits. The lar to the 3000 Series doors except that the slide /swing door slides on the individual leaves slide behind swinging sidelights when the mechanism breakout side of the side panels. The change in construction allows the is activated by an electronic carpet or other automatic means, capable of side panels to be fixed while allowing the slide /swing door to break away being operated from one or either side of the door, depending upon the at any point in its sliding cycle. Installation. The single doors are available in opening widths of 36, 42, 44 The Dura -Glide 5000 Series are telescoping versions of the 2000 and t and 48 inches, with a nominal 6 -foot 11 -inch opening height. The bipart- 3000 series. There is an extra sliding panel, for a total of three panels ing doors are available in widths of 48, 60 and 72 inches, with the same (including sidelight) for a single or six panels for bi- parting assemblies. opening height. The swinging sidelights are the same widths as the re- 8. Stanley Series "0" Pneumatic Operator: The operators operate spective sliding door leaf, but overlap the door width approximately 2 in- with an air powered opening and spring closing system or an air- powered ties. The sidelights are equipped with a standard door holding macho- opening and closing system. They are pneumatically powered from a cen- nism which does not Impede the breakaway operation. Sidelights are tral air supply or separate compressor. The opening action is controlled maintained in the closed position by a spring loaded ball detent during normal door operation. • by a built -in pressure regulator which is adjustable for pressure and vol- The doors and sidelights are constructed of 6063 -T5 aluminum exiru- ume for required speed and power at the door location. Closing speed is sions, with each sliding leaf suspended from a sliding hanger assembly. controlled by power springs and valve exhaust adjustments. Checking both controlled by os ng adjustable two e ncy checking cylinders for botd The hanger assembly is ball - bearing roller mounted on a continuous alu- minum header track the full width of the door unit. An operator belt con- opening and closing limits. An emergency release bracket is furnished meets the single door, track the e both leaves of the the o unit. An door, operator directly the belt to con- where required, to quickly disengage the operator and permit an in- swing- door operator. ing door to swing outward. Manual return of the door to the closed posi- tion will re- engage the operator automatically. The operator is limited for Each door leaf is suspended at its pivot stile by an adjustable cantilever use with doors of maximum size as specified in paragraph A. support and pivot assembly which allows the leaf to swing outward for C. Stanley Magic Swing Operator: The operator is a self- contained emergency egress. A corrosion - resistant ball detent holds the leaf in nor- electromechanical device packaged in an aluminum case which is con - mal position, releasing when pressure is applied during emergency oper- cealed in a header above the door. An adjustable stop screw assures full ation. A metal threshold -door guide is used in the swinging sidelight area, 90- degree opening. Adjustable operator /door connectors assure 0 -de- 1 and accommodates a spring - loaded guide in the base of the sliding leaf. gree door - closed position. Opening force is generated by a 117 -volt dc Under emergency exiting, the sliding leaf may be swung outward at any motor. point in its travel by a force of less than 20 pounds applied at the Door closing is by spring, controlled by dynamic braking through volt - mid- height of its leading edge. The unit is equipped with an adjustable age - sensitive steering diodes. Opening speed. opening check, closing mechanism that would permit field adjustment of the operating force to speed and closing check are factory set. a maximum of 50 pounds. Upon rotation, the sliding leaf contacts the swinging sidelight stile and forces it to open and provide the necessary D. Stanley Magic Access Operator: The operator is a self- contained, rotational clearance, irrespective of the position of the sliding door. The electro- mechanical device which is contained in a header above the door. sliding door leaf is capable of being rotated outwardly at a full 90 degrees. Opening force is generated by a fractional horsepower dc motor. Door When the sliding leaf is in the fully closed position, a pair of security tabs closing is by spring with closing speed controlled by using the motor as located on the heel of the sliding leaf automatically lock the swinging leaf. a dynamic brake. Under emergency exiting conditions, as the sliding leaf rotates, the securi- E. Identification: The doors are identified by a UL label and a nameplate ty tabs also rotate to permit the swinging leaf to move and provide neces- indicating the name and address of the manufacturer, the door model sary rotational clearance. The pushing out of any leaf or sidelight cuts the number and the evaluation report number attached to each unit. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICIIO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement orrecommen- dation for use of the subject report. This report Is based upon independent tests or other technical data submitted by the applicant. The iCIJO Evaluation Service, Inc., technical staff has reviewed the test results and /or other data, but does not possess test facilities to make an independent verification. There is no warranty by I01O Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, nterchanlability. Page 1 of 2 Page 2 of 2 Report No. 1812 III. Evidence Submitted: Construction details and reports of tests con- 3. A sign is placed on the door stating, "To Open In Case of Emer- ducted on the swinging doors in accordance with U.B.C. Standard 10.1, gency, PUSH." installation brochures and quality control manual are submitted. 4. Glazing conforms with Section 5406 of the code. Findings 5. The activating control carpets, when used, must comply with IV. Findings: That the Dura -Glide 1000, 2000, 3000 and 5000 series Section 10.103.6 01 U.B.C. Standard 10 -1. automatic sliding entrance doors and the swinging door operators 6. When used as an exit door, the net width of the door opening is manufactured by Stanley Access Technologies comply with the 1994 measured with the door swung out in the minimum breakaway Uniform Building CodeTM, subject to the following conditions: position. 1. All provisions in Chapter 10 of the code apply except that the 7. Power- operated in- swinging doors are not recognized for deter- - sliding doors may be used in lieu of arranging the doors to swing mining exit width opening required to swing In the direction of in the direction of egress. egress. 2. The doors are not used where panic hardware is required, except 8. The products are manufactured at the Stanley Access Technolo- as follows: gies facility located at Route 6 and Hyde Road, Farmington, Con- When Installed as a required exit from Group A, Division 3 Oc- necticut, with follow -up inspections by the Underwriters Labors- cupancles, panic hardware may be omitted on the main exit, tories Inc. (NER- QA403). provided locking devices and sign comply with the exception to Section 1016.4 of the code. This report is subject to re- examination in two years. • • • • • t i . r r r o n 2 . - CA . ' •_ • r r ' \ ./ /IfJV ✓/ l I., !N ✓J/ ✓✓' ....A/vv. r." ✓✓ /✓✓✓JY /—CW ....vie ✓fl rS/t✓ /i1 / %r✓✓ /JIPd .e / .e //• / ✓✓ I ✓✓.H N ✓N/LJ' I/' ✓ ✓.e ./' Jr'," /'N ✓d ✓ ✓I ✓t/� DEPARTMENT OF LABOR AND INDUSTRIES S c. h . � - THIS CEF�TtFJES.:THA'> THE PE HEREON 1S REGISTERED AS PROVIDED BY LAW AS A s, "', si_, - _.. -:- •:t .....4. ;=in .,.. ti� �e •yr.9x. : p..3& - t.%.-{:•-., ,s i : - -.i-i -.-• .$. "Iri .�_ Wi t. <•- F`fr ,.. .�'' ..t..a:r.: "[:. i =c a 1���'� `9+r ` L : Y : _ �� ; 3 , t `S =t stY . y-; " S ,Y Y y h '�SS' . ' J � 1 ; � '. ' e" ?; A e ' . •�� �a� -_' s .i : �- a l; •_.'.,s .... , r -. ?- " 1 'ti o- r ... 'rI ' a a �T .t 1• F-" t '� co y , ' T ,. . f �ti ` � i 4:::3• 1 ..... x`.1.11:• k. iv . � c n � _ -. •*,- .,,�.,. \ • , ,� . y: :- • . a = rc ,, ;= ,,: :: STATE OF WASHINGTON il S • . ;furs .? ' zj —5-5; .. 1~` �.fi�e . ' t ' ? =' t'' j ? -'.:.. F:, :? v �''c.Yi'' t rl~':lS w :. , -F .Sap '� s + f L' . C- , '�"l.l l�� S jam _ , :- :.':St: :.0 ` F625-052-0O31.3-92) ,,,, r //' r Gl' iai <I r1✓i! �'twrL✓ ✓ ✓ Apr" ✓ rldsii•d J.'.' I.." ✓✓ .ne ./YYir✓ �.. die / ✓nrI ✓�sn/ .rIJ ow Jv /.r• ,,, r f C tJ ��tta.�v' ✓� in:«x�a.:La;4}%S,.I�fC& �i. 3i5S7:• . w .v,,......,....,...._.._..:._. ..: »... �._ ..,.:.,:._..,...,�«......�..' .. .. .. • • , . ,.._ • • • CLIENT: OFFICEMAX 3605 WARRENSVILLE CENTER ROAD SHAKER HEIGHTS, OH 44122 216-921-6900 216- 283 -3367 fax ARCHITECT: G. HERSCHMAN ARCHITECTS, INC. 23625 COMMERCE PARK ROAD, SUITE 204 CLEVELAND, OH 44122 216-464-4144 216 -464 -6592 fax MECHANICAL ENGINEER: McHENRY AND ASSOCIATES ELECTRICAL ENGINEER: 23625 COMMERCE PARK ROAD, SUITE 110 CLEVELAND, OH 44122 216 - 292 -4696 216-292-5874 fax 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 S 1ry l i3 r ic y ti AIA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION ` WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1987 EDITION TABLE OF ARTICLES 1. GENERAL PROVISIONS 8, TIME 2, OWNER 9. PAYMENTS AND COMPLETION 3. CONTRACTOR 10, PROTECTION OF PERSONS AND PROPERTY 4. ADMINISTRATION OF THE CONTRACT 11, INSURANCE AND BONDS 5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK 6. CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISIONS SEPARATE CONTRACTORS 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, ©1987 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 AIA 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 �• AIA • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201 -1887 1 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. c . INDEX Acceptance of Nonconforming Work 9,6.6, 9.9.3, 12.3 Building Permit • 3,7,1 Acceptance of Work 9,6.6, 9.8,2, 9.9,3, 9.10,1, 9.10.3 Capitalization 1.4 Access to Work 3.16, 6.2.1, 12.1 Certificate of Substantial Completion 9.8,2 (, Accident Prevention 4,2,3, 10 Certificates for Payment 4,2.5, 4.2.9, 9,3.3, 9.4, 9.5, 9,6,1, Acts and Omissions .. . 3.2.1, 3.2.2, 3.3.2, 3.12.8, 3.18, 4,2.3, 4.3.2, 9.6.6, 9.7.1, 9.8.3, 9 10.1, 9.10.3, 13.7, 1 4,1,1,3, 14.2.4 . 4,3,9, 8.3,1, 10,1,4, 10.2.5, 13.4,2, 13.7, 14.1 Certificates of Inspection, Testing orApproval 3.12.11, 13.5.4 ' Addenda 1.1.1, 3.11 Certificates of Insurance 9.3.2, 9.10.2, 1 1.1.3 x Additional Cost, Claims for 4.3.6, 4.3.7, 4.3.9, 6, 1.1, 10.3 Change Orders 1.1.1, 2.4.1, 3.8.2,4, 3.1 1, 4.2.8, 4,3.3, 5.2.3, t t Additional Inspections and Testing 4.2,6, 9.8.2, t 2.2,1, 13.5 7, 1, 7.2, 7,3,2, 8.3.1, 9.3.1.1, 9.10.3, 11.3.1.2, . Additional Time, Claims for 4,3.6, 4.3.8, 4,3.9.8.3.2 11.3.4, 11.3.9, 12.1.2 ADMINISTRATION OF THE CONTRACT 3.33, 4, 9.4, 9.5 Change Orders, Definition of 7.2.1 Advertisement or Invitation to Bid 1.1.1 Changes 7.1 Aesthetic Effect 4.2.13, 4.5.1 CHANGES IN THE WORK . . . . 3.11, 4,2,8, 7, 8,3.1, 9.3.1.1, 1 0.1.3 Allowances 3.0 Claim, Definition of 4.3.1 All -risk Insurance 11.3.1,1 Claims and Disputes 4.3, 4.4, 4.5, 6.2.5, 8.3.2, Applications for Payment , . 4.2.5, 7.3.7, 9,2, 9.3, 9.4, 9.5.1, 9,6.3, 9 3.1.2, 9.3.3, 9.10.4, 10.1.4 9.8.3, 9.10.1, 9.10.3, 9.10.4, 1 1.1.3, 14.2.4 Claims and Timely Assertion of Claims 4.5.6 Approvals . ... 2.4, 3,3.3, 3.5, 3.10.2, 3.12.4 through 3.12.8, 3,18.3, Claims for Additional Cost 4.3.6, 4.3.7, 4.3.9, 6.1.1, 10.3 4,2.7, 9.3.2, 11.3.1.4, 13.4.2, 13.5 Claims for Additional Time 4.3.6, 4.3.8, 4.3.9, 8.3,2 ( Arbitration 4.1.4, 4.3.2, 4.3.4, 4.4.4, 4,5, Claims for Concealed or Unknown Conditions 4.3.6 8.3.1, 10.1.2, 11.3.9, 11.3,10 Claims for Damages. ..3.18, 4.3.9, 6.1.1, 6.2.5, 8,3.2, 9.5.1.2, 10.1.4 Architect 4.1 Claims Subject to Arbitration 4.3.2, 4.4.4, 4.5.1 Architect, Definition of 4.1.1 Cleaning Up 3,15, 6.3 Architect, Extent of Authority 2.4, 3.12.6, 4,2, 4.3.2, 4.3.6, Commencement of Statutory Limitation Period 13.7 4.4, 5.2, 6.3, 7.1.2, 7.2,1, 7.3.6, 7.4, 9.2, 9.3.1, Commencement of the Work, Conditions Relating to 2.1.2, 9.4, 9.5, 9.6.3, 9.8.2, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 2.2.1, 3.2.1, 3.2.2, 3,7,1, 3.10.1, 3.12.6, 4.3.7, 5.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2,4 6.2.2, 8.1.2, 8.2.2, 9.2, 11,1.3, 11.3.6, 11.4,1 • Architect, Limitations of Authority and Responsibility , 3.3.3, 3.12.8, Commencement of the Work, Definition of 8.1.2 3.12.1 1, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, Communications Facilitating Contract 4.2.13, 4.3.2, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6 Administration 3.9.1, 4.2.4, 5.2.1 Architect's Addltlonal Services and Expenses 2.4, 9.8.2, Completion, Conditions Relating to 3 11, 3.15, 4.2.2, 4.2.9, 11.3.1.1, 12.2.1, 12.2.4, 13.5.2, 13.5.3, 14.2.4 4.3.2, 9.4,2, 9.8, 9.9.1, 9.10, 11.3.5, 12.2.2, 13.7.1 Architect's Administration of the Contract 4.2, 4.3.6, COMPLETION, PAYMENTS AND 9 4.3,7, 4.4, 9.4, 9.5 Completion, Substantial 4.2.9, 4.3,5.2, 8. I.1, 8,1,3, 8.2.3, Architect's Approvals 2,4, 3.5.1, 3.10.2, 3.12,6, 3,12,8, 3.18,3, 4,2,7 9.8, 9,9.1, 12.2.2, 13,7 I Architect's Authority to Reject \X'ork ... , 3.5.1, 4.2.6, 12.1.2, 12.2.1 Compliance with Laws 1,3, 3,6, 3.7, 3.13, 4.1.1, 10.2.2, 11.1, Architect's Copyright 1.3 11.3, 13.1, 13.5.1, 13.5.2, 13.6, 14,1,1, 14,2.1,3 Architect's Decisions 4.2.6, 4. 7 , 4,2,1 1, 4.2.12, 4 2.13, Concealed or unknown Conditions 4.3.6 4.3.2, 4.36, 4.4,1, 4.4.4, 4.5, 6.3, 7.3,6, 7.3,8, 8.1.3. 8.3.1, Conditions of the Contract 1.1.1, 1.1.7, 6.1.1 9.2, 9.4, 9.5.1, 9.8.2, 9.9.1, 111,1.2, 13.5.2, 14.2.2, 14.2.4 Consent, Written 1.3.1, 3.12.8, 3.14.2, 4.1.2, Architect's Inspections 4.2.2, 4.2.9, 4.3.6, 9.4.2, 9,8.2 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, 9.9.2, 9,10.1. 13.5 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13,4.2 Architect's Instructions , . 4.2.6, 4.2,7, 4,2.8, 4.3.7, 7,4.1, 12.1.13.5.2 CONSTRUCTION BY OWNER OR BY SEPARATE Architect's interpretations 4.2.1 1, 4.2,12, 4.3.7 CONTRACTORS 1.1.4, 6 Architect's On•Site Observations 4.2.2, 4.2.5, 4.3.6.9.4.2, Construction Change Directive, Definition of 7.3.1 9.5.1, 9.10.1, 13.5 Construction Change Directives , ... 1.1.1, 4,2.8, 7.1, 7.3, 9, 3.1.1 Architect's Project Representative 4,2.10 Construction Schedules, Contractor's 3.10, 6.1.3 Architect's Relationship with Contractor 1.1.2, 3.2.1, 3.2,2, Contingent Assignment of Subcontracts 5.4 3.3.3, 3.5.1, 3,7,3, 3.11. 3.12.8, 3.12,1 1 , 3.1 6, 3,18, 4.2.3, 4.2.4. Continuing Contract Performance 4.3.4 4.2.6, 4.2.12, 5.2, 6.2,2, 7.3,4, 9.8.2, 11.3.7, 12.1, 13,5 Contract, Definition Of 1.1.2 Architect's Relationship with Subcontractors .... 1.1.2, 4.2.3, 4.2.4, CONTRACT, TERMINATION OR 4,2.6, 9,6,3, 9.6.4, 11.3.7 SUSPENSION OF THE 4.3,7, 5.4.1.1, 14 Architect's Representations 9.4.2, 9.5.1, 9.10.1 Contract Administration 3 3.3, 4, 9.4, 9,5 Architect's Site Visits 4.2.2, 4.2.5, 4.2,9, 4.3.6, 9.4.2, 9.5.1. Contest Award and Execution, Conditions Relating to ....... 3.7.1, 9.8,2, 9.9.2, 9,10.1, 13.5 3.10, 5.2, 9.2, 11.1.3, 11.3.6, 1 1.4.1 Asbestos 10.1 Con'tract Documents, The 1.1, 1.2, 7 Attorneys' Fees i 18,1, 9.10,2, 10.1.4 Contract Documents, Copies Furnished and Use of, .. 1 3, 2.2,5, 5.3 . Award of Separate Contracts 6.1.1 Contract Documents, Definition of 1.1.1 Award of Subcontracts and Other Contracts for Contract Performance During Arbitration 4.3.4, 4.5.3 Portions of the Work 5.2 i ontract Sum 3.8, 4.3.6, 4.3.7, 4,4.4, 5.2.3, Basic Definitions 1.1 6.1.3, 7.2, 7.3, 9.1, 9.7, 11.3,1, 12,2.4, 12.3, 14.2.4 Bidding Requirements 1.1.1, 1.1.7, 5.2.1, 11,4.1 Contract Sum, Definition of 9.1 Boller and Machinery Insurance 11.3.2 Contract 'I'Ime 4.3.6, 4,3.8, 4.4.4, 7.2.1.3, 7,3, Bonds, Lien 9.10.2 8.2.1, 8.3.1, 9.7, 12.1.1 Bonds, Performance and Payment 7.3.6.4, 9.10.3, 11.3.9, 11.4 Contract Time. Definition of 8.1.1 AIA DOCUMENT A201 • ( NERA!. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION r" 2 A201.1987 AIA0 • © 1987 TI IE AMERICAN ItkiTITUTE 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, AININIMIIIIIIONINIMMIN I t . CONTRACTOR 3 Emergencies 4.3.7, 10.3 Contractor, Definition of 3.1, 6.1.2 Employees, Contractor's 3.3.2, 3A.2, 3,8.1, 3,9, 3,18.1, Contractor's Bid 1.1.1 3.18.2, 4,2,3, 4.2.6, 8.1,2, 10.2, 10.3, 11.1.1, 14.2.1.1 Z Contractor's Construction Schedules 3.10, 6.1.3 Equipment, Labor, Materials and 1.1.3, 1,1.6, 3.4, 3.5.1, Contractor's Employees 3.3.2, 3.4.2, 3.8.1, 3.9, 3.18, 4.2.3, 3.8.2, 3.12.3, 3.12,7, 3.12.11, 3.13, 3.15.1, 4,2.7, 4.2.6, 8.1.2, 10.2, 10.3, 11.1.1, 14,2.1.1 6.2.1, 7,3.6, 9.3.2, 9.3.3, 11.3, 12,2.4, 14 i Contractor'e Liability insurance 11.1 Execution and Progress of the Work 1.1.3, 1.2.3, 3.2, 3.4.1, Contractor's Relationship with Separate Contractors 3.5.1, 4.2.2, 4.2.3, 4.3.4, 4.3.8, 6.2.2, 7.1.3, and Owner's Forces 2.2.6, 3.12.5, 3.14,2, 4.2,4, 6, 12.2.5 7.3.9, 8.2, 8.3, 9.5, 9.9.1, 10.2, 14.2, 14.3 ' Contractor's Relationship with Subcontractors 1.2.4, 3.3.2, Execution, Correlation and Intent of the 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 Contract Documents 1.2, 3.7.1 (. Contractor's Relationship with the Architect . ... 1.1.2, 3.2.1, 3.2.2, Extensions of Time 4,3,1, 4.3.8, 7.2,1.3, 8.3, 10,3.1 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, Failure of Payment by Contractor 9.5.1.3, 14.2.1.2 4.2.12, 5.2, 6.2.2, 7.3.4, 9.8.2, 11.3.7, 12,1, 13.5 Failure of Payment by Owner 4.3.7, 9.7, 14.1.3 Contractor's Representations., 12.2, 3.5.1, 3.12.7, 6,2,2, 8.2.1, 9.3.3 Faulty Work (See Defective or Nonconforming Work) Contractor's Responsibility for Those Final Completion and Final Payment 4.2,1, 4.2.9, 4.3.2, Performing the Work 3.3,2, 3.18, 4.2.3, 10 .5, 9.10 Contractor's Review of Contract Documents 1.2,2, 3.2, 3.7.3 Financial Arrangements Owner's , 11.1.2, 11.1,3, 11.3.5, 12.3.1, 13.7 2.2.1 ( Contractor's Right to Stop the Work 9,7 Fire and Extended Coverage Insurance 11.3 Contractor's Right to Terminate the Contract 14.1 Contractor's Submitt'tls 3.10, 3.1 1, 3.12, 4.2.7, 5.2.1, 5.2.3, E VISIONS 1 Governing PROVISIONS 13.1 7.3,6, 9.2, 9.3.1, 9.8,2, 9.9,1, 9.10.2, g R 9.10.3, 10.1,2, 11.4.2, 11.4.3 Guarantees (Sec Warranty and Warranties) Contractor's Superintendent 3,9, 10.2,6 Hazardous Materials 10.1, 10.2.4 Contractor's Supervision and Construction Procedures 1.2.4, identification of Contract Documents 1.2.1 3.3, 3.4, 4.2.3, 8.2,2, 8.2,3, 10 Identification of Subcontractors and Suppliers 5.2.1 Contractual Liability Insurance 11.1.1.7, 11,2.1 Indemnification 3.17, 3.18, 9,10.2, 10,1.4, 11.3.1.2, 11.3.7 Coordination and Correlation 1.2,2, 1.2.4, 3.3.1, Information and Services Required of the Owner 2.1.2, 2.2, 3.10, 3.12.7, 6.1.3, 6,2.1 '1.3.4, 6.1.3, 6.1,4, 6,2.6, 9.3.2, 9.6.1, 9.6,4, 9.8.3, 9.9.2, Copies Furnished of Drawings and Specifications , .. 1.3, 2,2.5, 3.11 9.10.3, 10.1.4, 11.2, 11.3, 13.5.1, 13.5.2 Correction of Work 2.3, 2.4, 4.2.1, 9.8.2, njury or Damage to Person or Property 4.3.9 9.9.1, 12.1.2, 12.2, 13,7.1.3 nspections 3.3.3, 3.3.4, 3.7.1, 4.2.2, Cost, Definition of 7.3.6, 14,3.5 4.2.6, 4.2.9, 4.3.6, 9.4.2, 9.8.2, 9.9.2, 9,10.1, 13.5 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, nstructions to Bidders 1.1,1 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, 1 I.3. l .2, nstructions to the Contractor , ... 3.8.1, 4.2.8, 5.2.1, 7, 12.1, 13.5.2 f' 1 1 . 3 . 1 . 3 , 1 1.3.4, 11.3.9, 12.1, 12.2.1, 12.2.4, 12.2.5, 13.5.14 nsurance 4.3,9, 6,1.1, 7.3.6,4, 9.3.2, 9,8,2, 9.9.1, 9.10,2, 11 Cutting and Patching 3,14, 6.2.6 nsurance, Boller and Machinery 11.3.2 Damage to Construction of Owner or Separate Contractors 3.14,2, nsurance, Contractor's Liability 11,1 6.2.4, 9.5.1.5, 10.2.1.2, 10.2.5, 10.3, 11.'1, 11.3, 12.2.5 nsurance, Effective Date of 8.2.2, 11.1.2 Damage to the Work ..... 3.14.2, 9.9.1, 10,2,1,2, 10.2.5, 10.3, 11.3 nsurance, Loss of Use 11.3.3 Damages, Claims for . . 3, I8, 4.3.9, 6.1.1, 6.2.5, 8.3.2, 9.5.1.2, 10. 1.4 nsurance, Owner's Liability 11.2 Damages for Delay 6.1.1, 8.3.3, 9.5,1.6, 9.7 nsurance, Property 10.2.5,11,3 Date of Commencement of the Work, Definition of 8.1.2 nsurance, Stored Materials 9.3.2, 11.3.1.4 Date of Substantial Completion, Definition of 8.1.3 INSURANCE AND BONDS 11 ' Day, Definition of 8.1 .4 Insurance Companies, Consent to Partial Occupancy . . 9.9.1, /1.3.11 Decisions of the Architect 4.2.6, 4.2.7, • .2.11, .1.2.12, 4.2,13, Insurance Companies, Settlement with 1 1.3.10 4.3.2, 4.3.6, •1.4.1, 4.'i.4, 4.5, 6.3, 7.3.6, 7,3.8, 8.1,3, 8.3.1, 9,2, Intent of the Contract Documents 1.2.3, 3.12.4, 9.4, 9.5,1, 9.8.2, 9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 4.2.6, 4.2.7, 4.2,12, 4.2.13, 7.4 Decisions to Withhold Certification 9,5, 9,7, 14.1.1,3 Interest 13.6 Defective or Nonconforming Work, Acceptance, interpretation 1.2.5, 1.4, 1.5, 4,1.1, 4.3.1, 5.1, 6.1.2, 8.1.4 Refection and Correction of 2.3, 2.4, 3.5.1, •1._.1, 4.2,6, 4.3.5, 9.5.2, 9.8.2, 9.9 1, 10.2.5, 12, 13.7.1.3 Interpretations, Written 4.2.11, 4.2.12, 4.3.7 (/ Defective Work, Definition of 3 5.1 Joinder and Consolidation of Claims Required 4.5.6 Definitions 1.1,2.1.1,3.1,3. 5.1,3.12.1,3.12.2,3.12.3,4.1,1, Judgment on Final Award 4.5.1,4.5,4.1,4.5.7 4.3,1, 5.1, 6.1.2, 7,2.1, 7.3.1, 7,3,6, 8.I, 9.1, 9.8.1 Labor and Materials, Equipment ... , 1.1.3, 1,1.6, 3.5.1, 3,H.2, Delays and Extensions of Time 4. 3 . 1 , •1,3.8. I , 4.3.8.2, 3.12.2, 3,12.3, 3.12.7, 3.12.1 1, 3.13, 3.15.1, 6.1.1, 6,2.3. 72.1, 7.3.1, 7.3.4, 7.3,5, 7.3.8, 4.2,7, 6.2,1, 7,3.6, 9.3.2, 9.3.3, 12.2.4, 14 7.3.9, 8.1.1, 8,3, 10.3.1, 14.1.1.4 Labor Disputes 8.3.1 Disputes 4.1.4, 4.3, 4.4, 4,5, 6.2.5, 6.3, 7.3.8, 9.3.1.2 Laws and Regulations 1.3, 3.6, 3.7, 3.13, 4.1.1, 4.5.5, 4.5.7, (, Documents and Samples at the Site 3.11 9.9.1, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13,6 ' Drawings, Definition of 1.1.5 Liens 2.1.2, 4.3.2, 4.3.5.1, 8.22, 9.3.3, 9.10.2 Drawings and Specifications, Use and Ownership of 1.1.1, 1.3, Limitation on Consolidation or Joinder 4.5.5 2.2.5, 3.11, 5.3 Limitations, Statutes of 4.5.4.2, 12.2.6, 13.7 Duty to Review Contract Documents and Field Conditions 3.2 Limitations of Authority 3.3.1, 4,1.2, 4.2.1, Effective Date of insurance 8.2.2, 11.1.2 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 ( AIM' • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201.1987 3 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution, • Limitations of Liability 2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.11, Owner's Right to Perform Construction and to 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, Award Separate Contracts 6.1 10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4,2, 13.5.2 Owner's Right to Stop the Work 2.3, 4.3.7 Limitations of Time, General 2.2.1, 2,2,4, 3.2,1, 3.7.3, Owner's Right to Suspend the Work 14.3 3.8.2, 3.10, 3.12.5, 3.15.1, 4.2.1, 4.2.7, 4.2,11, 4.3.2, Owner's Right to Terminate the Contract 14.2 3 t. 4.3.3, 4,3.4,4.3,6, 3.0,3.9, 3.12.5, 3.15.1, . , 4.2.1, .1, 4.2.7, 4.2,11, 7.3.4, 3.2, Ownership and Use of Architects Drawings, Specifications w4 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, and Other Documents 1.1.1, 1.3, 2.2.5, 5,3 a Partial Occupancy or Use 9.6.6, 9.9, 11.3.11 1 1.3.6, 12.2.1, 12.2,2, 13.5, 13.7 Patching, Cutting and 3.14, 6.2.6 Limitations of Time, Specific 2.1.2, 2,2.1, 2.4, 3.10, 3.11, Patents, Royalties and 3.17 3.15.1, 4,11, 4.2.11, 4.3, 4.4, 4.5, 5.3, 5.4, 7.3.5, 7.3,9, 8.2, Payment, Applications for 4,2.5, 9,2, 9.3, 9.4, t 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, 9,5.1, 9.8.3, 9,10.1, 9.10.3, 9.10,4, 14.2.4 11.3.10, 11.3.11, 12.2.2, 12.2.4, 12,2.6, 13,7, 14 Payment, Certificates for 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, Loss of Use Insurance 11.3.3 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 Material Suppliers 1.3.1, 3,12, 1, 4.2.4, 4.2.6, 5.2.1, Payment, Failure of 4.3.7, 9.5.1.3, 9.3.1, 9.3.1.2, 9.3.3, 9,4.2, 9.6,5, 9.10.4 9.7, 9,10.2, 14.1.1.3, 14.2,1,2 Materials, Hazardous 10.1, 10.2.4 Payment, Final 4.2.1, 4.2.9, 4.3.2, 4.3.5, 9.10, 11.1.2, t Materials, Labor, Equipment and 1.1.3, 1.1,6, 3.4, 3.5.1, 3.8.2, 1 1.1.3, 11.3.5, 12.3,1 3.12.2, 3.12.3, 3.12.7, 3.12.11, 3.13, 3.15.1, 4.2.7, 6.2.1, payment Bond, Performance Bond and 7.3.6.4, i 7.3.6,9,3.2,9.3.3, 12.2.4, 14 Payment 11.3.9, 11.4 Means, Methods, Techniques, Sequences and Payments, Progress 4.3,4, 9.3, 9.6, Procedures of Construction 3,3.1, 4.2.3, 4,2.7, 9.4.2 9.8.3, 9.10, 3, 13.6, 14.2.3 Minor Changes In the Work 1.1.1, 4.2,8, 4.3,7, 7.1, 7.4 PAYMENTS AND COMPLETION 9, 14 MISCELLANEOUS PROVISIONS 13 Payments to Subcontractors 5.4.2, 9.5.1.3, Modifications, Definition of 1.1.1 9.6.2, 9.6.3, 9.6.4, 11,3.8, 14.2.1.2 Modifications to the Contract 1.1.1, 1.1.2, 3.7.3, 3.1 1, PC13 10.1 4.1.2, 4.2.1, 5,2.3, 7, 8.3.1, 9.7 Performance Bond and Payment Bond 7.3.6.4, Mutual Responsibility 6.2 9.10.3, 11,3.9, 11,4 Nonconforming Work, Acceptance of 12.3 Permits, Fees and Notices 2. 2.3, 3.7, 3.13, 7.3.6.4, 10.2.2 Nonconforming Work, Rejection and Correction of 2.3.1, PERSONS AND PROPERTY, PROTECTION OF 10 4.3.5, 9.5.2, 9.8.2, 12, 13.7.1.3 Polychlorinated 13iphcnyi 10.1 Notice 2.3, 2.4, 3.2.1, 3.2.2, 3.7.3, 3.7.4, 3.9, 3.12.8, Product Data, Definition of i 12.2 3.12.9, 3 , 1 7 , 4,3, 4,4.4, 4.5, 5.2.1, 5.3, 5 , 4 . 1 . 1 , 8.2.2, 9,4.1, Product Data and Samples, Shop Drawings . , .. 3.11, 3,12, 4.2.7 9.5.1, 9.6.1, 9.7, 9.10, 10.1.2, 10,2,6, 1 1.1.3, 11.3, 12.2.2, Progress and Completion 1,2.2, 4.3.4, 8.2 12.2,4, 13.3, 13.5.1, 13.5.2, 1.1 Progress Payments 4.3.4, 9.3, ( Notice, Written ),3,1.-i, 3.9, 3,12.8, 3.12.9, 4.3, 9.6, 9.8.3, 9.10.3, 13.6, 14,2,3 V 4.4.4, 4.5, 5.2.1, 5.3, 5.4 1.1, 8.2.2, 9.4.1, 9.5.1, 9.7, 9.10, Project, Definition oldie 1.1.4 10.1.2, 10.2.6, 11.1.3, 11.3. 12.2.2, 12.2.1, 13.3, 13.5.2, 14 Projoct Manual, Definition of the 1.1.7 Notice of Testing and Inspections 13.5.1, 13.5.2 Project Manuals 2 .2.5 Notice to Proceed 8.2.2 Project Representatives 4.110 Notices, Permits, Fees and 2 .2.3, 3.7, 3.13, 7.3.6.4, 10.2.2 Property Insurance 10.2,5, 11.3 Observations, Architect's On -Site 1. ,2, .1,2,5, PROTECTION OF PERSONS AND PROPERTY 10 4.3.6, 9.4.2, 9.5.1, 9.10.1, 13.5 Regulations and Laws 1.3, 3.6, 3.7, 3.13, 4,1.1, 4.5,5, i; Observations, Contractor's 1.2.2, 3.2.2 4.5.7, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14 Occupancy 9.6,6, 9.8.1, 9.9, (1.3.11 Rejection of \X'ork 3.5.1, 4.2.6, 12.2 On -Site Inspections by the Architect 4.2,2,1. ).9, 4.3.6, Releases of Waivers and Liens 9,10.2 9.4.2, 9.8.2, 9.9.2, 9.10.1 Representations 1.2. 3.5.1, 3,12,7, On -Site Observations by the Architect 4.2 1 , 4.2.5, 4.3.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1 9.4.2, 9.5.1, 9.10.1, 13.5 Representatives 2.1.1, 3.1.1, 3.9, Orders, Written 2.3, 3.9, 4.3.7, 7, 8.2.2, 11.3.9, 12.1, +.1, I, 4.2.1, 4.2.10, 5.1.1. 5.1.2, 13.2.1 12.2, 13.5.2, 14.3.1 Resolution of Claims and Disputes 4.4, 4.5 Res for Those Performing the Work 3 3,2, 1. OWNER 2 4.2,3, 6.1.3, 6.2, 10 Owner, Definition of 2.1 Retainage 9.3.1, 9.6.2, 9.8.3, 99.1, 9.10.2, 9.10.3 Owner, Information and Services Required of the )3 . Review of Contract Documents and Field 2.2, 4.3.1. 6, 9. 10.1.4, 1 1.2, 11.3, 13.5.1 14.1.1,5, 14.1.3 Conditions by Contractor 1.2.2, 3.2, 3.7,3, 3.12.7 Owner's Authority i 8.1, 4.1.3, -1.2.9, 5.2.1, 5.2.1, 5.4.1, Review of Contractor's Submittals by 7,3,1, 8.2.2, 9.3.1, 9.3.2, 11.4.1, 12.2.4, 13.5.2, k.2, 14.3.1 Owner and Architect i 10.1,3.10,2,3,11,3,12, Owner's Financial Capability 2.2.1, 1.1.1,1.5 4.2.7, 4.2.9, 5,2.1, 5.2.3, 9.2, 9.8.2 Owner's Liability Insurance 11.2 Review of Shop Drawings, Product Data 1. Owner's Loss of Use Insurance 11.3.3 and Samples by Contractor 3,115 Owner's Relationship with Subcontractors 1.1.2, Rights and Remedies 1.1.2, 2.3, 2.4, 3.5,1, 3.15.2, 5.2.1, 5.4.1, 9.6.4 4.2.6, 4.3.6,•3.5, 5.3, 6.1, 6.3, 7.3.1, 8,3.1, 9.5.1, 9.7, 10.2.5, Owner's Right to Carry Out the Work 2,4, 12,14, 14.2.2,2 10.3, 12.2,2, 12.2.4, 13.4, 14 Owner's Right to Clean Up 6.3 Royalties and Patents 3.17 AIA DOCUMENT A201 • GENERAL CONDITIONS OF TIIE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION ( 4 A201 -1987 AIAo • © 1987 THE AMERICAN INSTITUTE OFARCHHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. R ( ` .. Rules and Notices for Arbitration 4.5.2 Suspension by the Owner for Convenience 14.3 Safety of Persons and Property 10.2 Suspension of the Work 4.3.7, 5.4,2, 14.1,1.4, 14.3 1. Safety Precautions and Programs 4.2.3, 4.2.7, 10.1 Suspension or Termination of the Contract 4.3.7, 5.4.1.1, 14 Samples, Definition of 3.12.3 Taxes 3.6, 7.3.6.4 f Samples, Shop Drawings, Product Data and ... 3.11, 3.12, 4.2.7 Termination by the Contractor 14.1 i Samples at the Site, Documents and 3.11 Termination by the Owner for Cause 5.4.1.1, 14.2 e Schedule of Values 9.2, 9.3.1 Termination of the Architect 4.1.3 t Schedules, Construction 3.10 Termination of the Contractor 14.2.2 Separate Contracts and Contractors 1.1.4, 3,14.2, 4.2,4, TERMINATION OR SUSPENSION OF THE CONTRACT 14 4.5.5, 6, 11.3.7, 12.1.2, 12.2.5 Tests and Inspections 3.3.3, 4,2.6, 4,2.9, 9,42, 12.2.1, 13.5 Shop Drawings, Definition of 3.12.1 TIME 8 ( Shop Drawings, Product Data and Samples . , .. 3.11, 3.12, 4.2.7 Time, Delays and Extensions of 4.3.8, 7.2.1. Site, Use of 3.13, 6.1.1, 6.2.1 Time Limits, Specific 2.1.2, 2.2.1, 2.4, 3.10, 3.11, 3.15.1, 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 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, Site Visits, Architect's 4.2.2, 4.2.5, 4,2.9, 4.3.6, 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, 9.4.2, 9.5.1, 9.8.2, 9.9.2, 9.10.1, 13.5 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13.7, 14 Special Inspections and Testing 4.2.6, 12.3.1, 13.5 Time Limits on Claims 4.3.2, 4.3.3, 4.3,6, 4.3.9, 4.4, 4.5 Specifications, Definition of the 1.1.6 Title to Work 9.3.2, 9.3.3 ( Specifications, The 1.1.1, 1.1.8, 1,1.7, 1.2.4, 1.3, 3.11 UNCOVERING AND CORRECTION OF WORK 12 Statutes of Limitations 4.5.4.2, 12.2.6, 13.7 Uncovering of Work 12,1 Stopping the Work 2,3, 4.3.7, 9.7, 10.1.2, 10.3, 14,1 Unforeseen Conditions 4.3.6.8.3.1, 10.1 Stored Materials 6,2.1, 9.3.2, 10.2,1.2, 11.3.1.4, 12.2.4 Unit Prices 7.1,4, 7.3.3.2 Subcontractor, Definition of 5.1.1 Use of Documents 1.1,1, 1.3, 2.2.5, 3.12.7, 5.3 SUBCONTRACTORS 5 Use of Site 3.13, 6.1.1, 6.2,1 Subcontractors, Work by 1.2.4, 3.3,2, 3.12.1, Values, Schedule of 9,2, 9.3.1 4,2.3, 5.3, 5.4 Waiver of Claims: Final Payment 4.3,5, 4,5.1, 9,10.3 Subcontractual Relations 5.3, 5.4, 9.3,1. 9.6.2, Waiver of Claims by the Architect 13.4.2 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 Waiver of Claims by the Contractor 9.10.4, 11.3.7, 13.4.2 Submittals 1 . 3 , 3.2,3, 3.10, 3.11, 3, 12, 4,2.7, 5.2.1, 5.2.3, Waiver of Claims by the Owner 4.3.5, 4,5.109.9.3, 7.3.6, 9.2, 9.3.1, 9.8,2, 9.9.1, 9.10.2, 9.10.3, 10.1.2, 11.1 ,3 9.10.3, 11.3.3, 11.3.5, 11.3.7, 13.4.2 Subrogation, Waivers of 6.1.1, 11.3.5, 11.3.7 Waiver of Liens 9.10.2 Substantial Completion 4.2.9, 4,3,5,2, 8.1.1, 8.1.3, Waivers of Subrogation 6.1,1, 11.3.5, 11.3.7 8,2.3, 9.8, 9.9.1, 12.2,1, 12.2.2, 13,7 Warranty and Warranties 3.5, 4.2.9, Substantial Completion, Definition of 9.8.1 4,3.5,3, 94.3, 9.8.2, 9.9.1, 12.2.2, 13.7.1,3 Substitution of Subcontractors 5.2.3, 5. Weather Delays 4.3.8.2 Substitution of the Architect 4,1.3 : When Arbitration May Be Demanded 4.5.4 substitutions of Materials 3 5.1 Work, Definition of 1.1.3 Sub•subcontractur, Definition of 5.1.2 Written Consent 1.3.1, 3.1 2,8, 3.14.2, 4.1.2, - 1.3.4, Subsurface Conditions 4.3.6. 4.5,5, 9.3,2, 9.8.2, 9.9.1, 9.10,2, 9,10.3, 10.1.2, 10.1.3. Successors and Assigns 13.2 11.3.1, 11.3,1,4, 11,3.11, 13,2, 13.4.2 Superintendent 3.9, 10.2,6 Written Interpretations 4.411, 4.2.12.44.7 Supervision and Construction Procedures 1.2,4, 3.3, 3.4, Written Notice 2.3, 2.4, 3 9, 3.12.8, 3.12.9, 4.3, 4.4,4, 4.2.3, 4.3.4, 6.1.3, 6?,1, 7.1.3, 7.3.4, 8.2, 8.3.1, 10, 12, 1.1 4.5, 5.2.1, 5.3, 5.4.1 1. 8,2.2, 9.4.1, 9.5.1. 9.7, 9.10. 10.1.2, (_ Surety 4,4.1,4.4.4 ,5,4,1.2,9.10.2.9.10,3.14.2,2 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4.13.3, 13,5.2, 14 Surety, Consent of 9.9.1, 9.10.2, 9. I0 3 Written Orders 2.3, 3.9, 4.3,7, Surveys ) .2.', 3.18.3 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 A201-1987 5 c AIA • © 1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 200(K) WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. • C GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION C ARTICLE 1 ment, construction systems, standards and workmanship for the Work, and performance of related services. GENERAL PROVISIONS 1.1.7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the 1.1 BASIC DEFINITIONS Work which may include the bidding requirements, sample 1.1.1 THE CONTRACT DOCUMENTS forms, Conditions of the Contract and Specifications. The Contract Documents consist of the Agreement between 1.2 EXECUTION, CORRELATION AND INTENT Owner and Contractor (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other Conditions), 1.2.1 The Contract Documents shall be signed by the Owner Drawings, Specifications, addenda issued prior to execution of and Contractor as provided in the Agreement. If either the the Contract, other documents listed In the Agreement and Owner or Contractor or both do not sign all the Contract Modifications issued after execution of the Contract. A Modifl- Documents, the Architect shall identify such unsigned Docu• cation is (1) a written amendment to the Contract signed by ments upon rcqucst. both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work 1.2.2 Execution of the Contract by the Contractor is a rcpre- issued by the Architect. Unless specifically enumerated in the sensation that the Contractor has visited the site, become famil• Agreement, the Contract Documents do not include other tar with local conditions under which the Work is to be per - documents such as bidding requirements (advertisement or formed and correlated personal observations with require- ( invitation to bid, Instructions to Bidders, sample forms, the ments of the Contract Documents. Contractor's bid or portions of addenda relating to bidding requirements). 1.2.3 The intent of the Contract Documents is to include all 1.1.2 THE CONTRACT items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are comple- The Contract Documents form the Contract for Construction. mentary, and what is required by one shall be as binding as if The Contract represents the entire and integrated agreement required by all; performance by the Contractor shall be between the parties hereto and supersedes prior negotiations, required only to the extent consistent with the Contract Docu- (. representations or agreements, either written or oral. The Con- ments and reasonably inferable from them as being necessary tract may be amended or modified only by a Modification. The to produce the intended results. Contract Documents shall not be construed to create a contrao- 1,2,4 Organization of the Specifications into divisions, sections t al relationship of any kind (1) between the Architect and Con- and articles, and arrangement of Drawings shall not control the tractor, (2) between the Owner and a Subcontractor or Sub Contractor in dividing the Work among Subcontractors or in subcontractor or (3) between any persons or entities other than establishing the extent of Work to be performed by any trade. the Owner and Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under 1.2,5 Unless otherwise stated in the Contract Documents, the Contract intended to facilitate performance of the words which have well-known technical or construction Indus - Architect's duties. try meanings are used in the Contract Documents in accord - 1.1.3 THE WORK ance with such recognized meanings. The term "Work" means the construction and services 1.3 OWNERSHIP AND USE OF ARCHITECT'S required by the Contract Documents, whether completed or DRAWINGS, SPECIFICATIONS AND OTHER partially completed, and includes all other labor, materials, DOCUMENTS equipment and services provided or to be provided by the 1.3.1 The Drawings, Specifications and other documents Contractor to fulfill the Contractor's obligations. The Work prepared by the Architect are instruments of the Architect's may constitute the whole or a part of the Project. service through which the Work to be executed by the Con - 1.1.4 THE PROJECT tractor is described. The Contractor may retain one contract The Project is the total construction of which the Work per- record set. Neither the Contractor nor any Subcontractor, Sub - formed under the Contract Documents may be the whole or a subcontractor or material or equipment supplier shall own or part and which may include construction by the Owner or by claim a copyright in the Drawings, Specifications and other separate contractors. documents prepared by the Architect, and unless otherwise indicated the Architect shall be deemed the author of them and 1.1.5 THE DRAWINGS will retain all common law, statutory and other reserved rights, The Drawings are the graphic and pictorial portions of the Con- in addition to the copyright. All copies of them, except the tract Documents, wherever located and whenever issued, Contractor's record set, shall he returned or suitably accounted showing the design, location and dimensions of the Work, for to the Architect, on request, upon completion of the Work. generally including plans, elevations, sections, details, sched- The Drawings, Specifications and other documents prepared ules and diagrams. by the Architect, and copies thereof furnished to the Contrac- 1.1.6 THE SPECIFICATIONS tor, are for use solely with respect to this Project. They are not to be used by the Contractor or any Subcontractor, Sub - The Specifications are that portion of the Contract Documents subcontractor or material or equipment supplier on other proj• consisting of the written requirements for materials, equip- 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 -198? AIA* • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W., WASHINGTON, D.C. 200 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. t Work without the specific written consent of the Owner and ments and charges required for construction, use or occupancy Architect. The Contractor, Subcontractors, Sub - subcontractors of permanent structures or for permanent changes in existing and material or equipment suppliers are granted a limited facilities. ( license to use and reproduce applicable portions of the Draw- 2.2.4 Information or services under the Owner's control shall ings, Specifications and other documents prepared by the Architect appropriate to and for use in the execution of their he furnished by the Owner with reasonable promptness to Work under the Contract Documents. All copies made under avoid delay in orderly progress of the Work. this license shall bear the statutory copyright notice, if any, 2.2.5 Unless otherwise provided in the Contract Documents, shown on the Drawings, Specifications and other documents the Contractor will be furnished, free of charge, such copies of prepared by the Architect. Submittal or distribution to meet Drawings and Project Manuals as are reasonably necessary for official regulatory requirements or for other purposes In con- execution of the Work. (. nection with this Project is not to be construed as publication in derogation of the Architect's copyright or other reserved 2.2.6 The foregoing are in addition to other duties and respon- rtghts. sibilities of the Owner enwnerated herein and especially those 1.4 CAPITALIZATION in respect to Article 6 (Construction by Owner or by Separate Contractors), Article 9 (Payments and Completion) and Article 1.4.1 Terms capitalized in these General Conditions include l 1 (insurance and [fonds). those which are (1) specifically defined, (2) the titles of num- ( bered articles and identified references to Paragraphs, Subpara- 2.3 OWNER'S RIGHT TO STOP THE WORK graphs and Clauses in the document or (3) the titles of other 2.3.1 If the Contractor fails to correct Work which Is not in documents published by the American Institute of Architects, accordance with the requirements of the Contract Documents 1.5 INTERPRETATION as required by Paragraph 12.2 or persistently falls to carry out 1.5.1 In the interest of brevity the Contract Documents ire Work in accordance with the Contract Documents, the Owner, quentiy omit modifying words such as "all" and "any" and arts by written order signed personally or by an agent specifically so cles such as "the" and "an," but the fact that a modifier or an empowered by the Owner in writing, may order the Contrac- article is absent from one statement and appears in another is for to stop the Work, or any portion thereof, until the cause for not intended to affect the interpretation of either statement, 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 - ARTICLE 2 tractor or any other person or entity, except to the extent required by Subparagraph 6, 1.3. OWNER 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.1 DEFINITION 2.4.1 If the Contractor defaults or neglects to carry out the 2.1.1 The Owner is the person or entity identified as such in Work in accordance with the Contract Documents and fails the Agreement and Is referred to throughout the Contract within a seven -day period after receipt of written notice from Documents as if singular in number. The term "Owner" means the Owner to commence and continue correction of such the Owner or the Owner's authorized representative. default or neglect with diligence and promptness, the Owner may after such seven -day period give the Contractor a second 2.1.2 The Owner upon reasonable written request shall furnish written notice to correct such deficiencies within a second to the Contractor in writing information which is necessary and seven -day period. If the Contractor within such second seven - relevant for the Contractor to evaluate, give notice of or day period after receipt of such second notice fails to con- enforce mechanic's lien rights. Such information shall include a mence and continue to correct any deficiencies, the Owner correct statement of the record legal title to the property on may, without prejudice to other remedies the Owner may which the Project is located, usually referred to as the site, and have, correct such deficiencies. In such case an appropriate the Owner's interest therein at the time of execution of the Change Order shall he issued deducting from payments then or Agreement and, within five days after any change, information thereafter due the Contractor the cost of correcting such defi- of such change in title, recorded or unrecorded, ciencies, including compensation for the Architect's additional services and expenses made necessary by such default, neglect 2.2 INFORMATION AND SERVICES or failure. Such action by the Owner and amounts charged to REQUIRED OF THE OWNER the Contractor are both subject to prior approval of the Archi- tect. If payments then or thereafter due the Contractor are not 2.2.1 The Owner shall, at the request of the Contractor, prior sufficient to cover such amounts, the Contractor shall pay the to execution of the Agreement and promptly from time to time difference to the Owner. thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. /Note: (1/less such reasonable ARTICLE 3 vvidence wore'./urn/shed on request prior to ibe execution of the Agreement, the prospective contractor uvula not by CONTRACTOR rugtri -e ( to execute Ibe Agreement or to commence the work,' 2.2.2 The Owner shall furnish surveys describing physical 3.1 DEFINITION characteristics, legal limitations and utility locations for the site 3.1.1 The Contractor is the person or entity identified as such of the Project, and a legal description of the site, in the Agreement and is referred to throughout the Contract 2.2.3 Except for permits and fees which are the responsibility Documents as if singular in number. The term "Contractor" of the Contractor under the Contract Documents, the Owner means the Contractor or the Contractor's authorized shall secure and pay for necessary approvals, easements, assess- representative. AIA DOCUMENT A201 • GENERAI. CONDITIONS OF TIIE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 01.1987 7 t AIA • 01987 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. • 3.2 REVIEW OF CONTRACT DOCUMENTS AND 3.5 WARRANTY FIELD CONDITIONS BY CONTRACTOR 3.5.1 The Contractor warrants to the Owner and Architect that 3.2.1 The Contractor shall carefully study and compare the materials and equipment furnished under the Contract will be Contract Documents with each other and with information of good quality and new unless otherwise required or permit - furnished by the Owner pursuant to Subparagraph 2.2.2 and ted by the Contract Documents, that the Work will be free shall at once report to the Architect errors, inconsistencies or from defects not inherent in the quality required or permitted, omissions discovered. The Contractor shall not be liable to the and that the Work will conform with the requirements of the Owner or Architect for damage resulting from errors, inconsis- Contract Documents. Work not conforming to these requlre- tencies or omissions in the Contract Documents unless the ments, including substitutions not properly approved and Contractor recognized such error, inconsistency or omission authorized, may be considered defective. The Contractor's and knowingly failed to report It to the Architect. If the Con- warranty excludes remedy for damage or defect caused by tractor performs any construction activity knowing it involves abuse, modifications not executed by the Contractor, improper a recognized error, inconsistency or omission in the Contract or insufficient maintenance, improper operation, or normal Documents without such notice to the Architect, the Contrac- wear and tear under normal usage. If required by the Architect, tor shall assume appropriate responsibility for such perfor- the Contractor shall furnish satisfactory evidence as to the kind mance and shall bear an appropriate amount of the attributable and quality of materials and equipment, costs for correction. 3.6 TAXES 3.2.2 The Contractor shall take field measurements and verify 3.6.1 The Contractor shall pay sales, consumer, use and similar field conditions and shall carefully compare such field mea• taxes for the Work or portions thereof provided by the Con - surements and conditions and other information known to the tractor which are legally enacted when bids are received or Contractor with the Contract Documents before commencing negotiations concluded, whether or not yet effective or merely activities. Errors, inconsistencies or omissions discovered shall scheduled to go into effect. be reported to the Architect at once. 3.7 PERMITS, FEES AND NOTICES 3.2.3 The Contractor shall perform the Work in accordance ° a with the Contract Documents and submittals approved put.- 3.7.1 Unless otherwise provided in the Contract Documents, suant to Paragraph 3, 12. the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses and inspections 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES necessary for proper execution and completion of the Work 3.3.1 which are customarily secured after execution of the Contract The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention, The Contractor and which are legally required when bids are received or nego shall be solely responsible for and have control over construe- nations concluded. ( don means, methods, techniques, sequences and procedures 3.7.2 The Contractor shall comply with and give notices and for coordinating all portions of the Work under the Con- required by laws, ordinances, rules, regulations and lawful tract, unless Contract Documents give other specific instruc• orders of public authorities bearing on performance of the bons concerning these matters. Work. 3.3.2 The Contractor shall be responsible to the Owner for acts 3.7.3 It is not the Contractor's responsibility to ascertain that and omissions of the Contractor's employees, Subcontractors the Contract Documents are in accordance with applicable and their agents and employees, and other persons performing laws, statutes, ordinances, building codes, and rules and regula- portions of' the Work under a contract with the Contractor. tions, However, if the Contractor observes that portions of the 3.3.3 The Contractor shall not be relieved of obligations to per- Contract Documents are at variance therewith, the Contractor form the Work in accordance with the Contract Documents shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate either by activities or duties of the Architect in the Architect's Modification. administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the 3.7.4 If the Contractor performs Work knowing it to be con- Contractor. trary to laws, statutes, ordinances, building codes, and rules and 3.3.4 The Contractor shall be responsible for inspection of pot- regulations without such notice to the Architect and Owner, .3. h n c sha h 34 T e Co already performed under this ll e responsible inspection to deter- the Contractor shall assume full responsibility for such Work on and shall bear the attributable costs. mine that such portions are in proper condition to receive sub sequent Work. 3.8 ALLOWANCES 3.4 LABOR AND MATERIALS 3.8.1 The Contractor shall include in the Contract Sum all 3.4.1 Unless otherwise provided in the Contract Documents, allowances stated in the Contract Documents. Items covered the Contractor shall provide and pay for labor, materials, equip- by allowances shall be supplied for such amounts and by such I I ) persons or entities as the Owner may direct, but the Contractor nment, tools, construction equipment and machinery, water' shall not he required to employ persons or entities against heat, utilities, transportation, and other facilities and services which the Contractor makes reasonable oblertlon. necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorpo- 3.8.2 Unless otherwise provided in the Contract Documents: rated or to be incorporated in the Work. .1 materials and equipment under an allowance shall be 3.4.2 The Contractor shall enforce strict discipline and good selected promptly by the Owner to avoid delay in the order among the Contractor's employees and other persons Work; carrying out the Contract. The Contractor shall not permit .2 allowances shall cover the cost to the Contractor of employment of unfit persons or persons not skilled in casks materials and equipment delivered at the site and all assigned to them. required taxes, less applicable trade discounts; AIA DOCUMENT A201 • GENERAL CONDITIONS OF Till: CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION ( 8 A201 -1987 AIA° • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W,. WASHINGTON, DX. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. .3 Contractor's costs for unloading and handling at the which submittals are required the way the Contractor proposes site, labor, installation costs, overhead, profit and to conform to the information given and the design concept other expenses contemplated for stated allowance expressed in the Contract Documents. Review by the Architect amounts shall be included in the Contract Sum and is subject to the limitations of Subparagraph 42.7. not in the allowances; 3.12.5 The Contractor shall review, approve and submit to the .4 whenever costs are more than or less than allowances, Architect Shop Drawings, Product Data, Samples and similar the Contract Sum shall be adjusted accordingly by submittals required by the Contract Documents with reason - Change Order. The amount of the Change Order shall able promptness and in such sequence as to cause no delay in reflect (1) the difference between actual costs and the the Work or in the activities of the Owner or of separate con - allowances under Clause 3.8.2.2 and (2) changes in tractors. Submittals made by the Contractor which are not Contractor's costs under Clause 3.8.2.3. required by the Contract Documents may be returned without (; 3.9 SUPERINTENDENT action. 3.9.1 The Contractor shall employ a competent superinten- 3.12.6 The Contractor shall perform no portion of the Work dent and necessary assistants who shall be In attendance at the requiring submittal and review of Shop Drawings, Product Protect site during performance of the Work. The superinten• Data, Samples or similar submittals until the respective submit - dent shall represent the Contractor, and communications given sal has been approved by the Architect. Such Work shall be in to the superintendent shall be as binding as if given to the Con- accordance with approved submittals. tractor. Important communications shall be confirmed in writ - ( ing. Other communications shall be similarly confirmed on 3.12.7 By approving and submitting Shop Drawings, Product written request in each case. Data, Samples and similar submittals, the Contractor represents 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, or 3.10.1 The Contractor, promptly after being awarded the Con- will do so, and has checked and coordinated the information tract, shall prepare and submit for the Owner's and Architect's contained within such submittals with the requirements of the information a Contractor's construction schedule for the Work. Work and of the Contract Documents. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as 3.12.8 The Contractor shall not be relieved of responsibility required by the conditions of the Work and Project, shall be for deviations from requirements of the Contract Documents related to the entire Project to the extent required by the Con- by the Architect's approval of Shop Drawings, Product Data, tract Documents, and shall provide for expeditious and practl- Samples or similar submittals unless the Contractor has cable execution of the Work, specifically Informed the Architect in writing of such deviation at the time of submittal and the Architect has given written 3.10.2 The Contractor shall prepare and keep current, for the approval to the specific deviation. The Contractor shall not be Architect's approval, a schedule of submittals which Is coordi• relieved of responsibility for errors or omissions in Shop Draw- natal with the Contractor's construction schedule and allows ings, Product Data, Samples or similar submittals by the Archi- the Architect reasonable time to review submittals. tect's approval thereof. 3.10.3 The Contractor shall conform to the most recent 3.12.9 The Contractor shall direct specific attention, In writing schedules, or on resubmitted Shop Drawings, Product Data, Samples or 3.11 DOCUMENTS AND SAMPLES AT THE SITE similar submittals, to revisions other than those requested by the Architect on previous submittals. 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, addenda, 3.12.10 Informational submittals upon which the Architect is Change Orders and other Modifications, in good order and not expected to take responsive action may he so identified in marked currently to record changes and selections made during the Contract Documents. construction, and in addition approved Shop Drawings, Prod - 3.12.11 When professional certification of performance criteria uct Data, Samples and similar required submittals. These shall of materials, systems or equipment is required by the Contract be available to the Architect and shall he delivered to the Archi- Documents, the Architect shall be entitled to rely upon the tect for submittal to the Owner upon completion of the Work. accuracy and completeness of such calculations and certifi- 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES cations. 3.12.1 Shop Drawings are ((ravings, diagrams, schedules and 3.13 USE OF SITE other data specially prepared for the Work by the Contractor or 3.13.1 The Contractor shall confine operations at the site to a Subcontractor, Sub- subcontractor, manufacturer, supplier or areas permitted by law, ordinances, permits and the Contract distributor to illustrate some portion of the Work. Documents and shall not unreasonably encumber the site with { 3.12.2 Product Data are illustrations, standard schedules, per - materials or equipment. formance charts, instructions, brochures, diagrams and other 3.14 CUTTING AND PATCHING information furnished by the Contractor to illustrate materials 3.14.1 The Contractor shall be responsible for cutting, fitting or equipment for some portion of the Work, or patching required to complete the Work or to make its parts 3.12.3 Samples are physical examples which illustrate fit together properly. materials, equipment or workmanship and establish standards 3.14.2 The Contractor shall not damage or endanger a portion by which the Work will be judged. of the Work or fully or partially completed construction of the 3.12.4 Shop Drawings, Product Data, Samples and similar sub- Owner or separate contractors by cutting, patching or other - mittals are not Contract Documents. The purpose of their sub- wise altering such construction, or by excavation. The Contrac- mitt l is to demonstrate for those portions of the Work for tor shall not cut or otherwise alter such construction by the AIA DOCUMENT A201 • (,ENERAI. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTII EDITION MA's • ( :)1(.437 TI Ili AMERICAN INSTITUTE OF ARCI IITECTS, 1735 NEW YORK AVENUE, N.W., WASI IIN(TON. D.C. 201106 A201 -1987 9 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. p o t l Owner or a separate contractor except with written consent of tect's consultants, and agents and employees of any of them the Owner and of such separate contractor; such consent shall arising out of (1) the preparation or approval of maps, drawings, not be unreasonably withheld. The Contractor shall not unrea- opinions, reports, surveys, Change Orders, designs or specifica- (• sonably withhold from the Owner or a separate contractor the tions, or (2) the giving of or the failure to give directions or Contractor's consent to cutting or otherwise altering the Work, instructions by the Architect, the Architect's consultants, and agents and employees of any of them provided such giving or 3.15 CLEANING UP failure to give is the primary cause of the injury or damage. 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 ARTICLE 4 Work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction ADMINISTRATION OF THE CONTRACT equipment, machinery and surplus materials. 4.1 ARCHITECT 3.15.2 If the Contractor fails' to clean up as provided in the 4.1.1 The Architect is the person lawfully licensed to practice Contract Documents, the Owner may do so and the cost architecture or an entity lawfully practicing architecture iden- thereof shall be charged to the Contractor. titled as such in the Agreement and is referred to throughout 3.16 ACCESS TO WORK the Contract Documents as if singular in number. The term 3.16.1 The Contractor shall provide the Owner and Architect "Architect" means the Architect or the Architect's authorized access to the Work in preparation and progress wherever representative. located. 4.1.2 Duties, responsibilities and limitations of authority of the 3.17 ROYALTIES AND PATENTS Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the 3.17.1 The Contractor shall pay all royalties and license fees. Owner, Contractor and Architect. Consent shall not be unrea- ( The Contractor shall defend suits or claims for infringement of sonably withheld. patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for 4.1.3 In case of termination of employment of the Architect, such defense or loss when a particular design, process or prod- the Owner shall appoint an architect against whom the Con - uct of a particular manufacturer or manufacturers is required by tractor makes no reasonable objection and whose status under the Contract Documents, However, if the Contractor has rea- the Contract Documents shall he that of the former architect. son to believe that the required design, process or product is an 4.1.4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 infringement of a patent, the Contractor shall be responsible for shall be subject to arbitration. such loss unless such Information is promptly furnished to the Architect. 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 3.18 INDEMNIFICATION 4.2.1 The Architect will provide administration of the Contract 3.18.1 To the fullest extent permitted by law, the Contractor as described in the Contract Documents, and will be the shall indemnify' and hold harmless the Owner, Architect, Archi- Owner's representative (1) during construction, (2) until final tect's consultants, and agents and employees of any of them payment is due and (3) with the Owner's concurrence, from from and against claims, damages, losses and expenses, includ- time to time during the correction period described in )'ara- ing but not limited to attorneys' fees, arising out of or resulting graph 12.2. The Architect will advise and consult with the from performance of the Work, provided that such claim, dam• Owner. The Architect will have authority to act on behalf of the age, loss or expense is attributable to bodily Injury, sickness, Owner only to the extent provided in the Contract Documents, disease or death, or to injury to or destruction of tangible prop- unless otherwise modified by written instrument in accordance erty (other than the Work itself) including loss of use resulting with other provisions of the Contract. therefrom, but only to the extent caused in whole or in part by t negligent acts or omissions of the Contractor, a Subcontractor, 4.2.2 The Architect will visit the site at intervals appropriate to anyone directly or indirectly employed by them or anyone for the stage of construction to become generally familiar with the whose acts they may he liable, regardless of whether or not progress and quality of the completed Work and to determine such claim, damage, loss or expense is caused in part by a party in general if the Work is being performed in a manner indicat- indemnified hereunder. Such obligation shall not be construed ing that the Work, when completed, will be in accordance with to negate, abridge, or reduce other rights or obligations of the Contract Documents. However, the Architect will not be indemnity which would otherwise exist as to a party or person required to make exhaustive or continuous on-site inspections described in this Paragraph 3.18, to check quality or quantity of the Work. On the basis of on- site observations as an architect, the Architect will keep the 3.18.2 In claims against any person or entity indemnified Owner informed of progress of the Work, and will endeavor to under this Paragraph 3.18 by an employee of the Contractor, a guard the Owner against defects and deficiencies in the Work. Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnilica 4.2.3 The Architect will not have control over or charge of and Lion obligation under this Paragraph 3.18 shall not be limited by will not he responsible for construction means, methods, a limitation on amount or type of damages, compensation or techniques, sequences or procedures, or for safety precautions benefits payable by or for the Contractor or a Subcontractor and programs in connection with the Work, since these are under workers' or workmen's compensation acts, disability solely the Contractor's responsibility as provided in Paragraph benefit acts or other employee benefit acts. 3.3. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract 3.18.3 The obligations of the Contractor under this Paragraph Documents. The Architect will not have control over or charge 3.18 shall not extend to the liability of the Architect, the Archi- of and will not be responsible for acts or omissions of the Con - AIA DOCUMENT A201 • GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 10 A201 -1987 ALA* • © 1987 THE AMEIUCAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.w.. WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is eublect to legal prosecution. r .' tractor, Subcontractors, or their agents or employees, or of any out the Architect's responsibilities at the site. The duties, other persons performing portions of the Work. responsibilities and limitations of authority of such project 4.2.4 Communications Facilitating Contract Adminlstra- representatives shall be as set forth in an exhibit to be incorpo- ( tion. Except as otherwise provided in the Contract Documents rated in the Contract Documents. or when direct communications have been specially autho- 4.2.11 The Architect will interpret and decide matters concern - rized, the Owner and Contractor shall endeavor to communl• ing performance under and requirements of the Contract cate through the Architect. Communications by and with the Documents on written request of either the Owner or Contrac• Architect's consultants shall be through the Architect. Commu• tor. The Architect's response to such requests will be made nications by and with Subcontractors and material suppliers with reasonable promptness and within any time limits agreed shall be through the Contractor. Communications by and with upon. If no agreement is made concerning the time within tttx separate contractors shall be through the Owner. . which Interpretations required of the Architect shall be fur - 4.2.5 Based on the Architect's observations and evaluations of Wished in compliance with this Paragraph 4.2, then delay shall the Contractor's Applications for Payment, the Architect will not be recognized on account of failure by the Architect to fur - review and certify the amounts due the Contractor and will Wish such interpretations until 15 days after written request is issue Certificates for Payment in such amounts. made for them, 4,2.6 The Architect will have authority to reject Work which 4.2.12 Interpretations and decisions of the Architect will be (. does not conform to the Contract Documents. Whenever the consLstent with the intent of and reasonably inferable from the Architect considers it necessary or advisable for implement-.[- Contract Documents and will be in writing or in the form of Lion of the intent of the Contract Documents, the Architect will drawings. When making such interpretations and decisions, the have authority to require additional inspection or testing of the Architect will endeavor to secure faithful performance by both Work in accordance with Subparagraphs 13.5.2 and 13,5.3, Owner and Contractor, will not show partiality to either and whether or not such Work is fabricated, installed or completed. will not be liable for results of interpretations or decisions so Iiowever, neither this authority of the Architect nor a decision rendered in good faith, 4.. 4.2.13 in good faith either to exercise or not to exercise such 4.2,13 The Architect's decisions on matters relating to aesthetic authority shall give rise to a duty or responsibility of the Archi- tect to the Contractor, Subcontractors, material and equipment effect will be final if consistent with the intent expressed in the suppliers, their agents or employees, or other persons perform Contract Documents. ing portions of the Work. 4.3 CLAIMS AND DISPUTES 4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as 4.3.1 Definition. A Claim is a demand or assertion by one of ( Shop Drawings, Product Data and Samples, but only for the the parties seeking, as a matter of right, adjustment or interpre- limited purpose of checking for conformance with information tation of Contract terms, payment of money, extension of time given and the design concept expressed in the Contract Docu- or other relief with respect to the terms of the Contract. The ments, The Architect's action will be taken with such reason- term "Claim" also includes other disputes and matters in ques- able promptness as to cause no delay in the Work or in the tion between the Owner and Contractor arising out of or relat- activities of the Owner, Contractor or separate contractors, ing to the Contract. Claims must be made by written notice. while allowing sufficient time in the Architect's professional The responsibility to substantiate Claims shall rest with the judgment to permit adequate review. Review of such submittals party making the Claim. is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and 4.3.2 Decision of Architect. Claims, including those alleging quantities, or for substantiating instructions for installation or an error or omission by the Architect, shall be referred initially , performance of equipment or systems, all of which remain the to the Architect for action as provided in Paragraph 4.4. A deci- responsibility of the Contractor as required by the Contract sion by the Architect, as provided in Subparagraph 4.4.4, shall . Documents. The Architect's review of the Contractor's submit - be required as a condition precedent to arbitration or litigation tats shall not relieve the Contractor of the obligations under of a Claim between the Contractor and Owner as to all such �. Paragraphs 3,3, 3.5 and 3.12. The Architect's review shall not matters arising prior to the date final paynlent is due, regardless constitute approval of safety precautions or, unless otherwise of (I) whether such matters relate to execution and progress of specifically stated by the Architect, of any construction means, the Work or (2) the extent to which the Work has been com- methods, techniques, sequences or procedures. The Architect's pieted. The decision by the Architect In response to a Claim . approval of a specific item shall not indicate approval of an shall not be a condition precedent to arbitration or litigation in assembly of which the item is a component. the event (1) the position of Architect is vacant, (2) the Architect 4.2.8 The Architect will prepare Change Orders and Construe- has not received evidence or has failed to render a decision i within agreed time limits, (3) the Architect has failed to take I: tion Change Directives, and may authorize minor changes in action required under Subparagraph 4.4.4 within 30 days after the Work as provided in Paragraph 7 . 4 . the Claim is made, (4) 45 days have passed after the Claim has • 4.2,9 The Architect will conduct inspections to determine the been referred to the Architect or (5) the Claim relates to a !; date or dates of Substantial Completion and the date of final mechanic's lien. i completion, will receive and forward to the Owner for the 4.3.3 Time Limits on Claims. Claims by either party must be Owner's review and records written warranties and related made within 21 days after occurrence of the event giving rise to ( documents required by the Contract and assembled by the i Contractor, and will issue a final Certificate for Payment upon such Claim or within 21 days after the claimant first recognizes compliance with the requirements of the Contract Documents. the condition giving rise to the Claim, whichever is later. Claims must be made by written notice. An additional Claim made 4.2.10 If the Owner and Architect agree, the Architect will pro- after the initial Claim has been implemented by Change Order vide one or more project representatives to assist in carrying will not be considered unless submitted in a timely manner. 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 A201 -1987 11 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. (• 4.3.4 Continuing Contract Performance. Pending final reso- substantiating that weather conditions were abnormal for the lution of a Claim including arbitration, unless otherwise agreed period of time and could not have been reasonably anticipated, in writing the Contractor shall proceed diligently with perfor• and that weather conditions had an adverse effect on the mance of the Contract and the Owner shall continue to make scheduled construction. ( payments in accordance with the Contract Documents. 4.3.9 Injury or Damage to Person or Property. If either party 4.3.5 Waiver of Claims: Final Payment. The making of final to the Contract suffers injury or damage to person or property payment shall constitute a waiver of Claims by the Owner because of an act or omission of the other party, of any of the except those arising from: other party's employees or agents, or of others for whose acts .1 (lens, Claims, security interests or encumbrances arcs- such party is legally liable, written notice of such Injury or ing out of the Contract and unsettled; damage, whether or not insured, shall be given to the other Iii .2 failure of the Work to comply with the requirements party within a reasonable time not exceeding 21 days after first of the Contract Documents; or observance. The notice shall provide sufficient detail to enable .3 terms of special warranties required by the Contract the other party to investigate the matter. If a Claim for addi- clonal cost or time related to this Claim is to be asserted, it shall Documents. be filed as provided in Subparagraphs 4.3.7 or 4.3.8. 4.3.6 Claims for Concealed or Unknown Conditions. If con- 4.4 RESOLUTION OF CLAIMS AND DISPUTES ditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ mated- 4.4.1 The Architect will review Claims and take one or more of ally from those Indicated in the Contract Documents or (2) the following preliminary actions within ten days of receipt of a unknown physical conditions of an unusual nature, which dif- Claitn: (1) request additional supporting data from the claimant, fer materially from those ordinarily found to exist and generally (2) submit a schedule to the parties indicating when the Archi - recognized as inherent in construction activities of the tect expects to take action, (3) reject the Claim in whole or in character provided for In the Contract Documents, then notice part, stating reasons for rejection, (4) recommend approval of by the observing party shall be given to the other party the Claim by the other party or (5) suggest a compromise. The promptly before conditions are disturbed and in no event later Architect may also, but is not obligated to, notify the surety, If (. than 21 clays after first observance of the conditions. The Archi- any, of the nature and amount of the Claim. tect will promptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Contractor's 4.4.2 If a Claim has been resolved, the Architect will prepare or cost of, or time required for, performance of any part of the obtain appropriate documentation. Work, will recomtend an equitable adjustment in the Contract 4.4.3 If a Claim has not been resolved, the party making the Sum or Contract Time, or both. If the Architect determines that Claim shall, within ten days after the Architect's preliminary the conditions at the site are not materially different from those response, take one or more of the following actions: (1) submit Indicated in the Contract Documents and that no change in the additional supporting data requested by the Architect, (2) terms of the Contract is justified, the Architect shall so notify modify the initial Claim or (3) notify the Architect that the initial the Owner and Contractor in writing, stating the reasons. Claim stands. Claims by either party in opposition to such determination must be made within 21 days after the Architect has given 4.4.4 If a Claim has not been resolved after consideration of the notice of the decision. if the Owner and Contractor cannot foregoing and of further evidence presented by the parties or agree on an adjustment In the Contract Sum or Contract Time, requested by the Architect, the Architect will notify the parties 1., the adjustment shall be referred to the Architect for initial deter- in writing that the Architect's decision will he made within mination, subject to further proceedings pursuant to Paragraph seven days, which decision shall be final and binding on the 4.4. parties but subject to arbitration. Upon expiration of such time 4.3.7 Claims for Additional Cost. If the Contractor wishes to period, the Architect will render to the parties the Architect's make Claim for an increase in the Contract Sum, written notice written decision relative to the Claim, including any change in as provided herein shall be given before proceeding to execute the Contract Sum or Contract Time or both. If there Is a surety the Work. Prior notice is not required for Claims relating to an and there appears to he a possibility of a Contractor's default, C emergency endangering life or property arising under Para- the Architect may, but is not obligated to, notify the surety and graph 10.3. If the Contractor believes additional cost is request the surety's assistance in resolving the controversy. involved for reasons including but not limited to (1) a written 4.5 ARBITRATION interpretation from the Architect, (2) an order by the Owner to stop the Work where the Contractor was not at fault, (3) a writ- 4.5.1 Controversies and Claims Subject to Arbitration. Any ten order for a minor change in the Work issued by the Archi- controversy or Claim arising out of or related to the Contract, tect, (4) failure of payment by the Owner, (5) termination of the or the breach thereof, shall be settled by arbitration in accor- 1 Contract by the Owner, (6) Owner's suspension or (7) other dance with the Construction Industry Arbitration Rules of the reasonable grounds, Claim shall he tiled in accordance with the American Arbitration Association, and judgment upon the 1 procedure established herein. award rendered by the arbitrator or arbitrators may he entered 4.3.8 Claims for Additional Time in any court having jurisdiction thereof, except controversies 4.3.8.1 If the Contractor wishes to make Claim for an increase or Claims relating to aesthetic effect and except those waived as in the Contract Time, written notice as provided herein shall be Provided for in Subparagraph 4.3.5. Such controversies or given. The Contractor's Claim shall include an estimate of cost Claims upon which the Architect has given notice and rendered t and of probable effect of delay on progress of the Work. In the a decision as provided in Subparagraph 4.4.4 shall be subject to case of a continuing delay only one Claim is necessary. arbitration upon written demand of either party. Arbitration may be commenced when 45 days have passed after a Claim 4.3.8.2 If adverse weather conditions are the basis for a Claim has been referred to the Architect as provided in Paragraph +.3 for additional time, such Claim shall be documented by data and no decision has been rendered. AIA DOCUMENT A201 • GENERAL, CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENI'II EDITION ( 12 A201 -1987 AIA`• • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2000x1 WARNING: Unlicensed photocopying violates U,8, copyright laws and Is subject to legal prosecution, i ( 4.5.2 Rules and Notices for Arbitration. Claims between the 4.5.6 Claims and Timely Assertion of Claims. A party who Owner and Contractor not resolved under Paragraph 4.4 shall, files a notice of demand for arbitration must assert in the if subject to arbitration under Subparagraph 4.5.1, be decided demand all Claims then known to that party on which arbitra- by arbitration in accordance with the Construction Industry tion is permitted to be demanded. When a party falls to include ( Arbitration Rules of the American Arbitration Association cur- a Claim through oversight, inadvertence or excusable neglect, rently in effect, unless the parties mutually agree otherwise. or when a Claim has matured or been acquired subsequently, Notice of demand for arbitration shall be tiled in writing with the arbitrator or arbitrators may permit amendment. the other party to the Agreement between the Owner and Con- 4.5.7 Judgment on Final Award. The award rendered by the tractor and with the American Arbitration Association, and a arbitrator or arbitrators shall be final, and Judgment may be copy shall be filed with the Architect. entered upon it in accordance with applicable law in any court i' 4.5.3 Contract Performance During Arbitration. During arbi- having jurisdiction thereof. tration proceedings, the Owner and Contractor shall comply with Subparagraph 4.3.4. ARTICLE 5 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 SUBCONTRACTORS date on which the Architect has rendered a final written decf- 5.1 DEFINITIONS sion on the Claim, (2) the tenth day after the parties have pre - ( scnted evidence to the Architect or have been given reasonable 5.1.1 A Subcontractor is a person or entity who has a direct opportunity to do so, if the Architect has not rendered a final contract with the Contractor to perform a portion of the Work written decision by that date, or (3) any of the five events at the site. The term "Subcontractor" is referred to throughout described in Subparagraph 4.3,2. the Contract Documents as if singular in number and means a When a written decision of the Architect states that (I) Subcontractor or an authorized representative of the Subcon• 4.5.4.1 the decision n is final but subject to f the Architect and sta states a demand tractor: The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. '4. for arbitration of a Claim covered by such decision must be made within 30 days after the date on which the party making 5.1.2 A Sub - subcontractor is a person or entity who has a the demand receives the final written decision, then failure to direct or Indirect contract with a Subcontractor to perform a demand arbitration within said 30 days' period shall result in portion of the Work at the site. The term "Sub - subcontractor" the Architect's decision becoming final and binding upon the is referred to throughout the Contract Documents as if singular Owner and Contractor. If the Architect renders a decision after in number and means a Sub-subcontractor or an authorized arbitration proceedings have been initiated, such decision may representative of the Sub-subcontractor, ( be entered as evidence, but shall not supersede arbitration pro- ccedings unless the decision is acceptable to all parties 5.2 AWARD OF SUBCONTRACTS AND OTHER concerned. CONTRACTS FOR PORTIONS OF THE WORK 4.5.4.2 A demand for arbitration shall be made within the time 5.2.1 Unless otherwise stated in the Contract Documents or limits specified in Subparagraphs 4,5.1 and 4.5.4 and Clause the bidding the Contractor, as soon as prac 4.5.4.1 as applicable, and in other cases within a reasonable ticable aftter er awward ard o of the of Contract, shalll l furnish in writing to time after the Claim has arisen, and in no event shall it be made the Owner through the Architect the names of persons or anti• (.. after the date when institution of legal or equitable proceedings ties (including those who are to furnish materials or equipment based on such Claim would be barred by the applicable statute fabricated to a special design) proposed for each principal por- of ed such as determined pursuant by to Paragraph 13e tion of the Work. The Architect will promptly reply to the Con- tractor in writing stating whether or not the Owner or the 4.5.5 Limitation on Consolidation or Joinder. No arbitration Architect, after due investigation, has reasonable objection to arising out of or relating to the Contract Documents shall any such proposed person or entity. Failure of the Owner or include, by consolidation or joinder or in any other manner, Architect to reply promptly shall constitute notice of no reason- ( the Architect, the Architect's employees or consultants, except able objection. by written consent containing specific reference to the Agree- 5.2.2 The Contractor shall not contract with a proposed per - ment and signed by the Architect, Owner, Contractor and any son or entity to whom the Owner or Architect has made rea- other person or entity sought to he joined. No arbitration shall sonable and timely objection. The Contractor shall not be include, by consolidation or joinder or in any other manner, required to contract with anyone to whore the Contractor has parties other than the Owner, Contractor, a separate contrtc made reasonable objection. tor as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence 5.2.3 11' the Owner or Architect has reasonable objection to a is required if complete relief is to be accorded in arbitration. No person or entity proposed by the Contractor, the Contractor person or entity other than the Owner, Contractor or a separate shall propose another to whom the Owner or Architect has 00 contractor as described in Article 6 shall be included as an prig- reasonable objection. The Contract Sum shall be increased or inal third party or additional third party to an arbitration whose decreased by the difference in cost occasioned by such change interest or responsibility is insubstantial. Consent to arbitration and an appropriate Change Order shall be issued. Ilowever, no involving an additional person or entity shall not constitute increase in the Contract Sum shall be allowed for such change consent to arbitration of a dispute not described therein or with unless the Contractor has acted promptly and responsively in a person or entity not named or described therein. The fore - submitting names as required. going agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties 5.2.4 The Contractor shall not change a Subcontnictor, person to the Agreement shall be specifically enforceable under appli- or entity previously selected if the Owner or Architect makes cable law in any court having jurisdiction thereof. reasonable objection to such change. AIA DOCUMENT A201 • GENERAL CONDITIONS OF TIIE CONTRACT FOR CONSTRUC'T'ION • FOURTEENTII EDITION AI0 • ( IHR7 TIII: AMERICAN INSTITUTE OF ARCIIITECTS. 1735 NEW YORK AVENUE, N.W., WASIIINGTON, D.C. 20006 A201-1987 13 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. • 5.3 SUBCONTRACTUAL RELATIONS 6.1.3 The Owner shall provide for coordination of the activi- 5.3.1 By appropriate agreement, written where legally required ties of the Owner's own forces and of each separate contractor for validity, the Contractor shall require each Subcontractor, to with the Work of the Contractor, who shall cooperate with the extent of the Work to be performed by the Subcontractor, them. The Contractor shall participate with other separate con to be bound to the Contractor by terms of the Contract Docu tractors and the Owner in reviewing their construction sched• ments, and to assume toward the Contractor all the obligations ties when directed to do so. The Contractor shall make any and responsibilities which the Contractor, by these Docu• revisions to the construction schedule and Contract Sum ments, assumes toward the Owner and Architect. Each subcon- deemed necessary after a Joint review and mutual agreement. tract agreement shall preserve and protect the rights of the The construction schedules shall then constitute the schedules Owner and Architect under the Contract Documents with to be used by the Contractor, separate contractors and the respect to the Work to be performed by the Subcontractor so Owner until subsequently revised. that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided 6.1.4 Unless otherwise provided In the Contract Documents, otherwise in the subcontract agreement, the benefit of all when the Owner performs construction or operations related rights, remedies and redress against the Contractor that the to the Project with the Owner's own forces, the Owner shall be Contractor, by the Contract Documents, has against the deemed to be subject to the same obligations and to have the Owner. Where appropriate, the Contractor shall require each same rights which apply to the Contractor under the Condi• Subcontractor to enter into similar agreements with Sub -sub- Lions of the Contract, including, without excluding others, contractors. The Contractor shall make available to each pro- those stated in Article 3, this Article 6 and Articles 10, 11 posed Subcontractor, prior to the execution of the subcontract and 12. agreement, copies of the Contract Documents to which the 6.2 MUTUAL RESPONSIBILITY Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and condi- 6.2.1 The Contractor shall afford the Owner and separate con- tions of the proposed subcontract agreement which may be at tractors reasonable opportunity for introduction and storage of variance with the Contract Documents. Subcontractors shall their materials and equipment and performance of their activi- ( similarly make copies of applicable portions of such documents ties and shall connect and coordinate the Contractor's con- available to their respective proposed Sub - subcontractors. struction and operations with theirs as required by the Contract 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS Documents. 5.4.1 Each subcontract agreement for a portion of the Work is 6.2.2 If part of the Contractor's Work depends for proper assigned by the Contractor to the Owner provided that: execution or results upon construction or operations by the .1 ;assignment is effective only after termination of the Owner or a separate contractor, the Contractor shall, prior to (. Contract by the Owner for cause pursuant to Para- proceeding with that portion of the Work, promptly report to graph 14.2 and only for those subcontract agreements the Architect apparent discrepancies or defects in such other which the Owner accepts by notifying the 5ubccn construction that would render It unsuitable for such proper tractor in writing; and execution and results, Failure of the Contractor so to report .2 assignment is subject to the prior rights shall constitute an acknowledgment that the Owner's or sepa- mn of the surety, if any, e t i s s u under bond relating i the Contract, rate contractors' completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to 5.4,2 If the Work has been suspended for more than 30 days, defects not then reasonably discoverable. the Subcontractor's compensation shall be equitably :adjusted. 6.2.3 Costs caused by delays or by improperly timed activities or defective construction shall he borne by the party responsi- ARTICLE 6 hlc therefor. CONSTRUCTION BY OWNER 6.2.4 The Contractor shall promptly remedy damage wrong - f OR BY SEPARATE CONTRACTORS fully caused by the Contractor to completed or partially corn - pleted construction or to property of the Owner or separate 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION contractors as provided in Subparagraph 10.2.5. AND TO AWARD SEPARATE CONTRACTS 6.2.5 Claims and other disputes and natters in question 6.1.1 The Owner reserves the right to perform construction or between the Contractor and a separate contractor shall be sub - operations related to the Project with the Owner's own forces, jcct to the provisions of Paragraph 4.3 provided the separate and to award separate contracts in connection with other por- contractor has reciprocal obligations. tions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially 6.2.6 The Owner and each separate contractor shall have the similar to these including those portions related to insurance same responsibilities for cutting and patching as are described and waiver of subrogation. If the Contractor claims that delay for the Contractor in Paragraph 3.14. or additional cost is involved because of such action by the Owner, the Contractor shall make such Claim as provided else- 6.3 OWNER'S RIGHT TO CLEAN UP where in the Contract Documents, 6.3.1 If a dispute arises among the Contractor, separate con- 6.1.2 When separate contracts are awarded for different pot tractors and the Owner as to the responsibility under their tions of the Project or other construction or operations on the respective contracts for maintaining the premises and surround - site, the term "Contractor" in the Contract Documents in each ing area free from waste materials and rubbish as described in case shall mean the Contractor who executes each separate Paragraph 3,15, the Owner may clean up and allocate the cost Owner - Contractor Agreement. among those responsible as the Architect determines to be just. AIA DOCUMENT A201 • GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 14 A201 -1987 AIAo • ©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. • ARTICLE 7 .3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percent - CHANGES IN THE WORK age fee; or (. .4 as provided In Subparagraph 7.3,6. 7.1 CHANGES 7.3.4 Upon receipt of a Construction Change Directive, the 7.1.1 Changes in the Work may be accomplished after execu• Contractor shall promptly proceed with the change in the tion of thc Contract, and without invalidating the Contract, by Work involved and advise thc Architect of the Contractor's Change Order, Construction Change Directive or order for a agreement or disagreement with the method, if any, provided minor change in the Work, subject to the limitations stated in In the Construction Change Directive for determining the pro - this Article 7 and elsewhere in the Contract Documents. posed adjustment in the Contract Sum or Contract Time. I ?' g P q form Is the Architect may prescribe, an itemized accounting templated are so changed in a proposed Change Order or Con together with appropriate supporting data. Unless otherwise struction Change Directive that 'application of such unit prices provided in the Contract Documents, costs for the purposes of to quantities of Work proposed will cause substantial Inequity to the Owner or Contractor, the applicable unit prices shall be this Subparagraph 7,3,6 shall he limited to the following; equitably adjusted. .1 costs of labor, including social security, old age and 7.2 CHANGE ORDERS unemployment insurance, fringe benefits required by agreement or custom, and workers' or workmen's 7.2.1 A Change Order is a written instrument prepared by the compensation insurance; Architect and signed by the Owner, Contractor and Architect, .2 costs of materials, supplies and equipment, includ- stating their agreement upon all of the following: ing cost of transportation, whether incorporated or .1 a change in the Work: consumed; .2 the amount of the adjustment in the Contract Sum, if .3 rental costs of machinery and equipment, exclusive of any; and hand tools, whether rented from the Contractor or (. .3 the extent of the adjustment in the Contract Time, if others; any, .4 costs of premiums for all bonds and insurance, permit • fees, and sales, use or similar taxes related to the 7.2.2 Methods used in determining adjustments to the Contract Work; and Sum may include those listed in Subparagraph 7.3.3. .5 additional costs of supervision and field office person- '7.3 CONSTRUCTION CHANGE DIRECTIVES nel directly attributable to the change. l 7.3.1 A Construction Change Directive is a written order pre 7.3.7 Pending final determination of cost to the Owner, pared by the Architect and signed by the Owner and Architect, amounts not in dispute may be included in Applications for directing a change in the Work and stating a proposed basis for Payment. The amount of credit to be allowed by the Contrac - adjustment, if any, in the Contract Sum or Contract 'l'ime, or tor to the Owner tier a deletion or change which results in a net both. The Owner may by Construction Change Directive, decrease in the Contract Sum shall be actual net cost as con - without invalidating the Contract, order changes in the Work firmed by the Architect. When both additions and credits within the general scope of the Contract consisting of addi- tions, deletions or other revisions, the Contract Sum and Con covering relate aallollo Work or substitutions are involved in a tract Time being adjusted accordingly, change, the Work for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. 7.3.2 A Construction Change Directive shall be used in the 7.3.8 If the Owner and Contractor do not agree with the ;absence of total agreement on the terms of a Change Order. adjustment in Contract Time or the method for determining 7.3.3 If the Construction Change Directive provides for an the adjustment or the method shall be referred to the Architect adjustment to the Contract Sum, the adjustment shall be based for determination, on one of the following methods: 7.3.9 When the Owner and Contractor agree with the deter - .1 mutual acceptance of a lump sutra properly itemized mination made by the Architect concerning the adjustments in and supported by sufficient substantiating data to per- the Contract Sung and Contract Time, or otherwise reach agree - mit evaluation; • merit upon the adjustments, such agreement shall be effective .2 unit prices stated in the Contract Documents or sub- immediately and shall be recorded by preparation and execu- sequently agreed upon; tion of an appropriate Change Order. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIM • ©1987 TI IE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201.1987 15 WARNING: Unlicensed photocopying violates U.S. copyright taws and Is subject to legal prosecution. 7.4 MINOR CHANGES IN THE WORK ARTICLE 9 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or PAYMENTS AND COMPLETION extension of the Contract Time and not inconsistent with the 9.1 CONTRACT SUM Intent of the Contract Documents. Such changes shall be 9.1.1 The Contract Sum is stated in the Agreement and, includ- effected by written order and shall be binding on the Owner and Contractor. The Contractor shall carry out such written ing authorized adjustments, is the total amount payable by the orders promptly. Owner to the Contractor for performance of the Work under the Contract Documents. ARTICLE 8 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Contractor TIME shall submit to the Architect a schedule of values allocated to various portions of the Work, prepared in such form and sup - 8.1 DEFINITIONS ported by such data to substantiate its accuracy as the Architect 8.1.1 Unless otherwise provided, Contract Time is the period may require. This schedule, unless objected to by the Architect, of time, including authorized adjustments, allotted in the Con- shall be used as a basis for reviewing the Contractor's Applica- tract Documents for Substantial Completion of the Work. dons for Payment. for performing the Work, included in Change Orders. 8.2.2 The Contractor shall not knowingly, except by agree- 9.3.1.2 Such applications may not include requests for pay- ment or instruction of the Owner in writing, prematurely cam- meat Of amounts the Contractor does not intend to pay to a mence operations on the site or elsewhere prior to the effective Subcontractor or material supplier because of a dispute or other date of insurance required by Article I I to be furnished by the reason. Contractor. The date of commencement of the Work shall not 9.3.2 Unless otherwise provided in the Contract Documents, he changed by the effective date of such insurance. Unless the payments shall be made on account of materials and equipment date of commencement is established by a notice to proceed delivered and suitably stored at the site for subsequent'ncor- given by the Owner, the Contractor shall notify the Owner in poration in the Work. If approved in advance by the Owner, writing not less than five days or Other agreed period before payment may similarly be made for materials and equipment commencing the Work to permit the timely filing of mortgages, suitably stored off the site at a location agreed upon in writing. mechanic's liens and other security interests. Payment for materials and equipment stored an or off the site 8.2.3 The Contractor shall proceed expeditiously with ade shall be conditioned upon compliance by the Contractor with quote forces uncl shall achieve Substantial Completion within procedures satisfactory to the Owner to establish the Owner's the Contract Time. title to such materials and equipment or otherwise protect the Owner's interest, and shall include applicable insurance, 8.3 DELAYS AND EXTENSIONS OF 'TIME storage and transportation to the site for such materials and 8.3.1 if the Contractor is delayed at any time in progress of the equipment stored off the site. Work by an act or neglect of the Owner or Architect, or of an 9.3.3 The Contractor warrants that title to all Work covered by employee of either. or of a separate contractor employed by an Application for Payment will pass to the Owner no later than the Owner, or by changes ordered in the Work, or by labor the time of payment. The Contractor further warrants that disputes, fire, unusual delay in deliveries, unavoidable casualties upon submittal of an Application for Payment all Work for or other causes beyond the Contractor's control, or by delay which Certificates for Payment have been previously issued authorized by the Owner pending arbitration, or by other and payments received from the Owner shall, to the hest of the causes which the Architect determines may justify delay, then Contractor's knowledge, information and belief, be free and the Contract Time shall be extended by Change Order for such clear of liens, claims, security interests or encumbrances in reasonable time as the Architect may determine. favor of the Contractor, Subcontractors, material suppliers, Or 8.3.2 Claims relating to time shall be made in accordance with other persons or entities making a claim by reason of having applicable provisions of Paragraph 4.3. provided labor, materials and equipment relating to the Work. 8.3,3 '''his Paragraph 8,3 does not preclude recovery of dam 9.4 CERTIFICATES FOR PAYMENT ages for delay by either party under other provisions of the 9:4.1 The Architect will, within seven days after receipt of the Contract Documents. Contractor's Application for Payment, either issue to the AIA DOCUMENT A201 • GENERAL CONDITIONS OF T11E CONTRACT FOR CONSTRUCTION • FOURTEENTII EDITION ( 16 A201 -1987 AIA • @1987 TIIE 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• 9.5.2 When the above reasons for withholding certification are {'{ tor, for such amount as the Architect determines is properly removed, certification will be made for amounts previously due, or notify the Contractor and Owner in writing of the withheld. Architect's reasons for withholding certification in whole or in 9.6 PROGRESS PAYMENTS part as provided in Subparagraph 9.5.1. 9.6.1 After the Architect has issued a Certificate for Payment, 9.4.2 The issuance of a Certificate for Payment will constitute a the Owner shall make payment in the manner and within the • representation by the Architect to the Owner, based on the time provided in the Contract Documents, and shall so notify Architect's observations at the site and the data comprising the the Architect. Application for Payment, that the Work has progressed to the 9.6.2 The Contractor shall promptly pay each Subcontractor, .6 reasonable evidence that the Work will not he corn- or corrected. The Contractor shall proceed promptly to com- pleted within the Contract Time, and that the unpaid plete and correct items on the list, Failure to include an item on balance would not be adequate to cover actual or such list does not alter the responsibility of the Contractor to liquidated damages for the anticipated delay; or complete all Work in accordance with the Contract Docu- .7 persistent failure to carry out the Work in accordance ments, Upon receipt of the Contractor's list, the Architect will with the Contract Documents. make an inspection to determine whether the \X'ork or desig- AIA DOCUMENT A201 • GENERAL CONDITIONS (W THE CONTRACT FOR CONSTI<L•C'rION • FOURTEENTH EDITION AIAa • @)19H7 THIE AMERICAN INSTITUTE.. OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201.1987 17 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. nated portion thereof is substantially complete. If the such inspection and, when the Architect finds the Work accept - Architect's inspection discloses any item, whether or not able under the Contract Documents and the Contract fully per - included on the Contractor's list, which is not in accordance formed, the Architect will promptly issue a final Certificate for with the requirements of the Contract Documents, the Contrac- Payment stating that to the best of the Architect's knowledge, t tor shall, before issuance of the Certificate of Substantial Com• information and belief, and on the basis of the Architect's pletion, complete or correct such item upon notification by the observations and Inspections, the Work has been completed in Architect. The Contractor shall then submit a request for accordance with terms and conditions of the Contract Docu• another inspection by the Architect to determine Substantial ments and that the entire balance found to be due the Contrac- Completion. When the Work or designated portion thereof is tor and noted in said final Certificate is due and payable. The substantially complete, the Architect will prepare a Certificate Architect's final Certificate for Payment will constitute a further of Substantial Completion which shall establish the date of Sub- representation that conditions listed in Subparagraph 9.10.2 as ( stantial Completion, shall establish responsibilities of the precedent to the Contractor's being entitled to final payment Owner and Contractor for security, maintenance, heat, utilities, have been fulfilled. f damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list 9.10.2 Neither final payment nor any remaining retained accompanying the Certificate. Warranties required by the Con- percentage shall become due until the Contractor submits to ( tract Documents shall commence on the date of Substantial the Architect (1) an affidavit that payrolls, bills for materials and Completion of thc Work or designated portion thereof unless equipment, and other indebtedness connected with the Work (. otherwise provided In the Certificate of Substantial Comple- for which the Owner or the Owner's property might be tion. The Certificate of Substantial Completion shall be sub- responsible or encumbered (less amounts withheld by Owner) matted to the Owner and Contractor for their written accep- have been paid or otherwise satisfied, (2) a certificate evidenc- tance of responsibilities assigned to them in such Certificate. ing that insurance required by the Contract Documents to 9.8.3 Upon Substantial Completion of the Work or designated remain in force after final payment is currently in effect and will portion thereof and upon application by the Contractor and not. be cancelled or allowed to expire until at least 30 days' f certification by the Architect, the Owner shall make payment, prior written notice has been given to the Owner, (3) a written reflecting adjustment in retalnage, If any, for such Work or poi statement that the Contractor knows of no substantial reason t tion thereof as mee in in the Contract Documents. , that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if 9.9 PARTIAL OCCUPANCY OR USE any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as 9.9.1 The Owner may occupy or use any completed or par- receipts, releases and waivers of Hens, claims, security interests tially completed portion of the Work at any stage when such or encumbrances arising out of the Contract, to the extent and i portion is designated by separate agreement with the Contrac• in such form as may be designated by the Owner. If a Suhcon- tor, provided such occupancy or use is consented to by the tractor refuses to furnish a release or waiver required by the insurer as required under Subparagraph 11.3.1 1 and authorized Owner, the Contractor may furnish a bond satisfactory to the by public authorities having jurisdiction over thc Work. Such Owner to indemnify the Owner against such lien. If such lien partial occupancy or use may commence whether or not the remains unsatisfied after payments are made, the Contractor portion is substantially complete, provided the Owner and shall refund to the Owner all money that the Owner may be Contractor have accepted in writing the responsibilities compelled to pay in discharging such lien, including all costs assigned to each of them for payments, retainage if any, secu- and reasonable attorneys' fees. rity, maintenance, heat, utilities, d:unage to the Work and insur- ance, and have agreed in writing concerning the period for cor- � � f, I 9.10.3 If, after Substantial Completion of the Work, final corn rection of the Work and commencement of warranties pletion thereof is materially delayed through no fault of the required by the Contract Documents. When the Contractor Contractor or by issuance of Change Orders affecting final considers a portion substantially complete, the Contractor shall completion, and the Architect so confirms, the Owner shall, prepare and submit a list to the Architect as provided under upon application by the Contractor and certification by the Subparagraph 9.8.2. Consent of the Contractor to partial occu- Architect, and without terminating the Contract, make payment 1 pancy or use shall not he unreasonably withheld. The stage of of the balance due for that portion of the Work fully completed the progress of the Work shall be determined by written agree- and accepted. If the remaining balance for Work not fully com- ment between the Owner and Contractor or, if no agreement is pleted or corrected is Tess than retainage stipulated in the Con - reached, by decision of the Architect, tract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that por- 9.9.2 Immediately prior to such partial occupancy or use, the lion of the Work fully completed and accepted shall be submit - Owner, Contractor and Architect shall jointly inspect the area ted by the Contractor to the Architect prior to certification of to be occupied or portion of the Work to be used in order to such payment. Such payment shall be made under terms and determine and record the condition of the Work. conditions governing final payment, except that it shall not constitute a waiver of claims. The making of final payment shall 9.9.3 Unless otherwise agreed upon, partial occupancy or use constitute a waiver of claims by the Owner as provided in Sub - of a portion or portions of the Work shall not constitute accep- paragraph 4.3,5. Lance of Work not complying with the requirements of the Contract Documents. 9.10.4 Acceptance of final payment by the Contractor, a Sub - ( 9.10 FINAL COMPLETION AND FINAL PAYMENT contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing 9.10.1 Upon receipt of written notice that the Work is ready and identified by that payee as unsettled at the time of final for final inspection and acceptance and upon receipt of a final Application for Payment. Such waivers shall be in addition to Application for Payment, the Architect will promptly make the waiver described in Subparagraph 4.3.5. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION ( 18 A201 -1987 AIA • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 2000( WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. • • • • i ARTICLE 10 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders PROTECTION OF PERSONS AND PROPERTY of public authorities bearing on safety of persons or property or 10.1 SAFETY PRECAUTIONS AND PROGRAMS their protection from damage, injury or loss. 10.1.1 The Contractor shall be responsible for initiating, main- 10.2.3 The Contractor shall erect and maintain, as required by twining and supervising all safety precautions and programs in existing conditions and performance of the Contract, reason - connection with thc performance of the Contract. able safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating 10.1.2 In the event the Contractor encounters on the site safety regulations and notifying owners and users of adjacent material reasonably believed to be asbestos or polychlorinated sites and utilities. biphenyl (PCB) which has not been rendered harmless, the 10.2.4 When use or storage of explosives or other hazardous Contractor shall immediately stop Work In thc area affected materials or equipment or unusual methods are necessary for and report the condition to the Owner and Architect in writing. execution of the Work, the Contractor shall exercise utmost The Work in the affected area shall not thereafter be resumed care and carry on such activities under supervision of properly except by written agreement of the Owner and Contractor if in qualified personnel. fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in the affected 10.2.5 The Contractor shall promptly remedy damage and loss area shall be resumed in the absence of asbestos or polychlori• (other than damage or Toss insured under property Insurance nated biphenyl (PCB), or when it has been rendered harmless, required by the Contract Documents) to property referred to in by written agreement of the Owner and Contractor, or in Clauses 10.2.1.2 and 10,2.1.3 caused In whole or in part by the accordance with final determination by the Architect on which Contractor, a Subcontractor, a Sub - subcontractor, or anyone arbitration has not been demanded, or by arbitration under directly or indirectly employed by any of them, or by anyone Article d, for 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 (. 10.1.3 The Contractor shall not he required pursuant to Article damage or loss attributable to acts or omissions of the Owner 7 to perform without consent any Work relating to asbestos or or Architect or anyone directly or indirectly employed by polychlorinated biphenyl (PCI3), either of them, or by anyone for whose acts either of them may he liable, and not attributable to the fault or negligence of the 10.1.4 TO the fullest extent permitted by law, the Owner shall Contractor. The foregoing obligations of the Contractor are in indemnify and hold harmless the Contractor, Architect, Archl- addition to the Contractor's obligations under Paragraph 3.18. tect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses, includ 10.2.6 The Contractor shall designate a responsible member of Ing but not limited to attorneys' fees, arising out of or resulting the Contractor's organization at the site whose duty shall he the from performance of the Work in the affected area if in fact the prevention of accidents. This person shall be the Contractor's material is asbestos or polychlorinated biphenyl (PCB) and has superintendent unless otherwise designated by the Contractor not been rendered harmless, provided that such claim, daunage, in writing to the Owner and Architect, loss or expense is attributable to bodily injury, sickness, disease 10.2.7 The Contractor shall not load or permit any part of the or death, or to injury to or destruction of tangible property construction or site to be loaded so as to endanger Its safety. (other than the Work itself) including Iuss of use resulting 10.3 EMERGENCIES therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Owner, anyone directly or 10.3.1 In an emergency affecting safety of persons or property, indirectly employed by the Owner or anyone for whose acts the Contractor shall act, at the Contractor's discretion, to pre - the Owner may be liable, regardless of whether or not such vent threatened damage. injury or Toss. Additional cumpensa- claim, damage, loss or expense is caused in part by a party Lion or extension of time claimed by the Contractor on account indemnified hereunder, Such obligation shall not be construed of an emergency shall he determined as provided in Paragraph to negate, abridge, or reduce other rights or obligations of 4.3 and Article 7. C. indemnity which would otherwise exist as to a party or person described in this Subparagraph 10.1.41. ARTICLE 11 10.2 SAFETY OF PERSONS AND PROPERTY INSURANCE AND BONDS 10.2.1 The Contractor shall take reasonable precautions for 11.1 CONTRACTOR'S LIABILITY INSURANCE safety of, and shall provide reasonable protection to prevent damage, injury or loss to: 11.1.1 The Contractor shall purchase from and maintain in a company or companies Lawfully authorized to do business in .1 employees on the Work and other persons who may the jurisdiction in which the Project is located such insurance as be affected thereby; will protect the Contractor from claims set forth below which .2 the Work and materials and equipment to be incorpo- may arise out of or result from the Contractor's operations rated therein, whether in storage on or off the site, under the Contract and for which the Contractor may be legally under care, custody or control of the Contractor or liable, whether such operations be by the Contractor or by a the Contractor's Subcontractors or Sub•subcontrac- Subcontractor or by anyone directly or indirectly employed by tors; and any of them, or by anyone for whose acts any of them may be .3 other property at the site or adjacent thereto, such as liable: trees, shrubs, (awns, walks, pavements, roadways, .1 claims under workers' or workmen's compensation, structures and utilities not designated for removal, relo- disability benefit and other similar employee benefit acts cation or replacement in the course of construction. which are applicable to the Work to be performed; AIA DOCUMENT A201 • GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION Ale • ©19H7 TIIE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W,, WASHINGTON, D.C. 20006 A201-1987 19 WARNING Unlicensed photocopying violates U.S. copyright Taws and is subject to legal prosecution. • • .2 claims for damages because of bodily injury, occupa- other than the Owner has an insurable interest in thc property tional sickness or disease, or death of the Contractor's required by this Paragraph 11.3 to be covered, whichever is employees; earlier. This insurance shall include interests of the Owner, the .3 claims for damages because of bodily injury, sickness Contractor, Subcontractors and Sub- subcontractors in thc or disease, or death of any person other than the Con- Work. tractor's employees; 11.3.1.1 Property insurance shall be on an all -risk policy form .4 claims for damages insured by usual personal injury and shall insure against the perils of fire and extended coverage liability coverage which arc sustained (1) by a person and physical Toss or damage including, without duplication of as a result of an offense directly or indirectly related to coverage, theft, vandalism, malicious mischief, collapse, false - employment of such person by the Contractor, or (2) work, temporary buildings and debris removal including by another person; demolition occasioned by enforcement of any applicable legal .5 claims for damages, other than to the Work itself, requirements, and shall cover reasonable compensation for because of injury to or destruction of tangible prop- Architect's services and expenses required as a result of such erty, including loss of use resulting therefrom; insured Toss. Coverage for other perils shall not be required .6 claims for damages because of bodily injury, death of unless otherwise provided in the Contract Documents. a person or property damage arising out of owner- 11.3.1.2 If the Owner does not intend to purchase such prop - ship, maintenance or use of a motor vehicle; and erty insurance required by the Contract and with all of the .7 claims involving contractual liability insurance appli- coverages in the amount described above, the Owner shall so cable to the Contractor's obligations under Paragraph inform the Contractor in writing prior to commencement of 3.18. the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and Sub - 11.1.2 The insurance required by Subparagraph 11.1.1 shall be subcontractors in the Work, and by appropriate Change Order written for not less than limits of liability specified in the Con- the cost thereof shall be charged to the Owner. If the Contrac- tract Documents or required by ktw, whichever coverage is tor is damaged by the failure or neglect of the Owner to pur- greater. Coverages, whether written on an occurrence or chase or maintain insurance as described above, without so claims -made basis, shall be maintained without interruption notifying the Contractor, then the Owner shall bear all reason - from date of commencement of the Work until date of Final able costs properly attributable thereto. payment and termination of any coverage required to be main- mined after final payment. 11.3.1.3 If the property insurance requires minimum deducti- bles and such deductibles are identified in the Contract Docu- 11.1.3 Certificates of insurance acceptable to the Owner shall mcnts, the Contractor shall pay costs not covered because of be filed with the Owner prior to commencement of the Work. such deductibles. If the Owner or insurer increases the required ( These Certificates and the insurance policies required by this minimum deductibles above the amounts so Identified or if the Paragraph 11.1 shall contain a provision that coverages Owner elects to purchase this insurance with voluntary deduc- afforded under the policies will not be cancelled or allowed to tible amounts, the Owner shall be responsible for payment of expire until at least 30 days' prior written notice has been given the additional costs not covered because of such Increased or to the Owner. If any of the foregoing insurance coverages are voluntary deductibles. If deductibles are not identified in the required to remain in force after final payment and are reason- Contract Documents, the Owner shall pay costs not covered ably available, an additional certificate evidencing continuation because of deductibles. of such coverage shall he submitted with the final Application 11.3.1.4 Unless otherwise provided in the Contract Docu- for Payment as required by Subparagraph 9.10.2. Information 111ents, this property insurance shall cover portions of the Work concerning reduction of coverage shall be furnished by the stored off the site after written approval of the Owner at the Contractor with reasonable promptness in accordance with the value established in the approval, and also portions of the Work Contractor's information and belief. in transit. 11.2 OWNER'S LIABILITY INSURANCE 11.3.2 Boller and Machinery Insurance. The Owner shall 11.2.1 The Owner shall be responsible for purchasing and purchase and maintain boiler and machinery insurance ( maintaining the Owner's usual liability insurance. Optionally, required by the Contract Documents or by taw, which shall the Owner may purchase and maintain other insurance for self- specifically cover such Insured objects during installation and protection against claims which may arise from operations until final acceptance by the Owner; this insurance shall include under the Contract. The Contractor shall not be responsible interests of the Owner, Contractor, Subcontractors and Sub - for purchasing and maintaining this optional Owner's liability subcontractors in the Work, and the Owner and Contractor insurance unless specifically required by the Contract shall be named insureds. Documents. 11.3.3 Loss of Use Insurance. The Owner, at the Owner's 11.3 PROPERTY INSURANCE option, may purchase and maintain such insurance as will 11.3.1 Unless otherwise provided, the Owner shall purchase insure the Owner against loss of use of the Owner's property and maintain, in a company or companies lawfully authorized due to fire or other hazards, however caused. The Owner to do business in the jurisdiction in which the Project is waives all rights of action against the Contractor for Toss Of use located, property insurance in the amount of the initial Con- of the Owner's property, including consequential losses due to tract Sum as well as subsequent modifications thereto for the fire or other hazards however caused. entire Work at the site on a replacement cost basis without vol- 11.3.4 If the Contractor requests in writing that insurance for (• untary deductibles. Such property insurance shall be main- risks other than those described herein or for other special haz- rained, unless otherwise provided in the Contract Documents ards be included in the property insurance policy, the Owner or otherwise agreed in writing by all persons and entities who shall, If possible, include such insurance, and the cost thereof are beneficiaries of such insurance, until final payment has been shall be charged to the Contractor by appropriate Change made as provided in Paragraph 9.10 or until no person or entity Order. AIA DOCUMENT A201 • GENERAI. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 20 A201 -1987 AIA • 01987 TI IF. AMERICAN INSTITUTE OF AHCIIITECTS, 1 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 2( WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. t o 11.3.5 If during the Project construction period the Owner 11.3.10 The Owner as fiduciary shall have power to adjust and insures properties, real or personal or both, adjoining or adja- settle a loss with insurers unless one of the parties in interest cent to the site by property insurance under policies separate shall object in writing within five days after occurrence of loss from those insuring the Project, or if after final payment prop- to the Owner's exercise of this power; if such objection be (r erty insurance is to be provided on the completed Project made, arbitrators shall be chosen as provided In Paragraph 4.5. through a policy or policies other than those insuring the Proj- The Owner as fiduciary shall, in that case, make settlement with ect during the construction period, the Owner shall waive all insurers In accordance with directions of such arbitrators. If rights in accordance with the terms of Subparagraph 11.3.7 for distribution of insurance proceeds by arbitration is required, damages caused by fire or other perils covered by this separate the arbitrators will direct such distribution. property insurance. All separate policies shall provide this 11.3.11 Partial occupancy or use in accordance with Paragraph waiver of subrogation by endorsement or otherwise. 9,9 shall not commence until the insurance company or com- C• 11.3.6 Before an exposure to loss may occur, the Owner shall . Panics providing property insurance have consented to such file with the Contractor a copy of each policy that includes partial occupancy or use by endorsement or otherwise. The Insurance coverages required by this Paragraph 11.3. Each Owner and the Contractor shall take reasonable steps to obtain policy shall contain all generally applicable conditions, definf consent of the insurance company or companies and shall, Lions, exclusions and endorsements related to this Project. Each without mutual written consent, take no action with respect to policy shall contain a provision that the policy will not be partial occupancy or use that would cause cancellation, lapse or (. cancelled or allowed to expire until at least 30 days' prior writ reduction of insurance. ten notice has been given to the Contractor. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Owner shall have the right to require the Contrac- 11.3.7 Waivers of Subrogation. The Owner and Contractor tor to furnish bonds covering faithful performance of the Con- waive all rights against (1) each other and any of their subcon- tract and payment of obligations arising thereunder as stipu- tractors, sub - subcontractors, agents and employees, each of the sated in bidding requirements or specifically required in the other, and (2) the Architect, Architect's consultants, separate Contract Documents on the date of execution of the Contract. ( contractors described in Article 6, if any, and any of their sub - contractors, sub - subcontractors, agents and employees, for 11.4.2 Upon the request of any person or entity appearing to damages caused by fire or other perils to the extent covered by be a potential beneficiary of bonds covering payment of ohliga- property insurance obtained pursuant to this Paragraph 11.3 or Lions arising under the Contract, the Contractor shall promptly other property insurance applicable to the Work, except such furnish a copy of the bonds or shall permit a copy to be made, 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 ARTICLE 12 ( •b contractors described in Article 6, if any, and the subcontrac- tors, sub - subcontractors, agents and employees of any of them, UNCOVERING AND CORRECTION OF WORK by appropriate agreements, written where legally required for 12.1 UNCOVERING OF WORK validity, similar waivers each In favor of other parties enum- erated herein. The policies shall provide such waivers of subro- 12.1.1 If a portion of the Work is covered contrary to the gation by endorsement or otherwise. A waiver of subrogation Architect's request or to requirements specifically expressed in shall be effective as to a person or entity even though that per- the Contract Documents, it must, if required in writing by the (. • son or entity would otherwise have a duty of indetnnification, Architect, be uncovered for the Architect's observation and be contractual or otherwise, did not pay the insurance premium replaced at the Contractor's expense without change in the directly or indirectly, and whether or not the person or entity Contract Time. had an insurable interest in the property damaged. 12.1.2 If a portion of the Work has been covered which the 11.3.8 A Toss insured under Owner's property insurance shall Architect has not specifically requested to observe prior to its be adjusted by the Owner as fiduciary and made payable to the bin}; covered, the Architect may request to sec such Work and t, Owner as fiduciary for the insureds, as their interests may it shall be uncovered by the Contractor. If such Work is in appear, subject to requirements of any applicable mortgagee accordance with the Contract Documents, costs of uncover clause and of Subparagraph 1 1.3.10, The Contractor shall pay ing and replacement shall, by appropriate Change Order, be Subcontractors their just shares of insurance proceeds received charged to the Owner. If such Work is not in accordance with by the Contractor, and by appropriate agreements, written the Contract Documents, the Contractor shall pay such costs where legally required for validity, shall require Subcontractors unless the condition was caused by the Owner or a separate to make payments to their Sub subcontractors in similar contractor in which event the Owner shall be responsible for manner. payment of such costs. ( t 12.2 CORRECTION OF WORK 11.3.9 If required in writing by a party in interest, the Owner 12.2.1 The Contractor shall promptly correct Work rejected as fiduciary shall, upon occurrence of an insured loss, give by the Architect or failing to conform to the requirements of bond for proper performance of the Owner's duties. The cost the Contract Documents, whether observed before or after of required bonds shall be charged against proceeds received as Substantial Completion and whether or not fabricated, installed fiduciary. The Owner shall deposit in a separate account pro- o r completed. The Contractor shall bear costs of correcting ceeds so received, which the Owner shall distribute in actor such rejected Work, including additional testing and inspec• (. I dance with such agreement as the parties in interest miry reach, tions and compensation for the Architect's services and or in accordance with an arbitration award in which case the expenses made necessary thereby. procedure shall be as provided in Paragraph 4.5, If after such Toss no other special agreement is made, replacement of dam- 12.2.2 If, within one year after the date of Substantial Compie- aged property shall be covered by appropriate Change Order. Lion of the Work or designated portion thereof, or after the date AIA DOCUMENT A201 • GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 01.1987 21 ( , AIA • © 19H7 TI IE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright Taws and le subject to legal prosecution. • • i for commencement of warranties established under Sub- ARTICLE 13 paragraph 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work Is found MISCELLANEOUS PROVISIONS to be not in accordance with the requirements of the Contract C. Documents, the Contractor shall correct it promptly after 13.1 GOVERNING LAW receipt of written notice from the Owner to do so unless the 13.1.1 The Contract shall be governed by the taw of the place Owner has previously given the Contractor a written accep- where the Project is located. tance of such condition. This period of one year shall be extended with respect to portions of Work first performed after 13.2 SUCCESSORS AND ASSIGNS Substantial Completion by the period of time between Substan- 13.2.1 The Owner and Contractor respectively hind them- 1 tial Completion and the actual performance of the Work. This selves, their partners, successors, assigns and legal representa- t.. obligation under this Subparagraph 12.2.2 shall survive accep- rives to the other party hereto and to partners, successors, tance of the Work under the Contract and termination of the assigns and legal representatives of such other party In respect Contract, The Owner shall give such notice promptly after dis• to covenants, agreements and obligations contained in the Con 1. covery of the condition. tract Documents. Neither party to the Contract shall assign the t 12.2.3 The Contractor shall remove from the site portions of Contract as a whole without written consent of the other. If e either party attempts to make such an assignment without such the Work which arc not in accordance with the requirements consent, that party shall nevertheless remain legally responsible of the Contract Documents and are neither corrected by the for all obligations under the Contract. Contractor not accepted by the Owner. 12.2.4 If the Contractor fails to correct nonconforming Work 13.3 WRITTEN NOTICE within a reasonable time, the Owner may correct it in accor- 13.3.1 Written notice shall he deemed to have been duly dance with Paragraph 2,'i. If the Contractor does not proceed served if delivered in person to the individual or a member of with correction of such nonconforming Work within a reason• the firm or entity or to an officer of the corporation for which it t ( able time fixed by written notice from the Architect, the Owner was intended, or if delivered at or sent by registered or certified may remove it and store the salvable materials or equipment at mail to the List business address known to the party giving the Contractor's expense. If the Contractor does not pay costs notice. of such removal and storage within ten days after written notice, the Owner may upon ten additional days' written 13.4 RIGHTS AND REMEDIES notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting 13.4.1 Duties and obligations imposed by the Contract Docu- costs and damages that should have been borne by the Con- ments and rights and remedies available thereunder shall be in i.. tractor, including compensation for the Architect's services and addition to and not a limitation Of duties, obligations, rights and expenses made necessary thereby. If such proceeds of sale do remedies otherwise imposed or available by law, not cover costs which the Contractor should have borne, the 13.4.2 No action or failure to act by the Owner, Architect or Contract Sum shall be reduced by the deficiency. If payments Contractor shall constitute a waiver of a right or duty afforded then or thereafter due the Contractor are not sufficient to cover them under the Contract, nor shall such action or failure to act such amount, the Contractor shall pay the difference to the constitute approval of or acquiescence in a breach thereunder, Owner. except as may be specifically agreed in writing, 1, 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or 13.5 TESTS AND INSPECTIONS partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work 13.5.1 Tests, inspections and approvals Of portions of the which is not in accordance with the requirements of the Con- Work required by the Contract Documents or by laws, ordl- tract Documents. minces, rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless other - l_ 12.2.6 Nothing contained in this Paragraph 12,2 shall he con- wise provided, the Contractor shall make arrangements for strued to establish a period of limitation with respect to other such tests. inspections and approvals with an independent test - obligations which the Contractor might have under the Con- ing laboratory or entity acceptable to the Owner, or With the tract Documents. Establishment of the time period of one year appropriate public authority, and shall hear all related costs of as described in Subparagraph 12.2.2 relates only to the specific tests, inspections and approvals. The Contractor shall give the obligation of the Contractor to correct the Work, and has no Architect timely notice of when and where tests and inspec- relationship to the time within which the obligation to comply bons are to be made so the Architect may observe such proce- t, with the Contract Documents may be sought to be enforced, lures. The Owner shall hear costs of tests. inspections or nor to the time within which proceedings may be commenced approvals which do not become requirements until after bids to establish the Contractor's liability With respect to the Con- are received or negotiations concluded, tractor's obligations other than specifically to correct the Work. 13.5.2 If the Architect, Owner or public authorities having 12.3 ACCEPTANCE OF NONCONFORMING WORK jurisdiction determine that portions of the \X'urk require addi- tional testing, inspection or approval not included under Sub - 12.3.1 If the Owner prefers to accept Work which is not in paragraph 13.5.1, the Architect wilt, upon written authorization t. accordance with the requirements of the Contract Documents, from the Owner, instruct the Contractor to make arrangements the Owner may do so instead of requiring its removal and cor- for such additional testing, inspection or approval by an entity rection, in which case the Contract Sum will be reduced as acceptable to the Owner, and the Contractor shall give timely appropriate and equitable. Such adjustment shall be effected notice to the Architect of when and where tests and Inspections whether or not final payment has been made. are to he made so the Architect may observe such procedures. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION ( 22 A201 -1987 AIA • ©1987 THE AMERICAN INSTITUTE. OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASIIING'I'ON, D.C. 20006 . WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. The Owner shall bear such costs except as provided in Sub• ARTICLE 14 paragraph 13.5.3. TERMINATION OR SUSPENSION f. 13.5.3 If such procedures for testing, inspection or approval OF THE CONTRACT under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established 14.1 TERMINATION BY THE CONTRACTOR by the Contract Documents, the Contractor shall bear all costs made necessary by such failure Including those of repeated 14.1.1 The Contractor may terminate the Contract if the Work procedures and compensation for the Architect's services and is stopped for a period of 30 days through no act or fault of the expenses. Contractor or a Subcontractor, Sub - subcontractor or their agents or employees or any other persons performing portions : 13.5.4 Required certificates of testing, inspection or approval of the Work under contract with the Contractor, for any of the shall, unless otherwise required by the Contract Documents, be following reasons: secured by the Contractor and promptly delivered to the .1 issuance of an order of a court or other public author - Architect. ity having jurisdiction; .2 an act of government, such as a declaration of national 13.5.5 If the Architect is to observe tests, inspections or emergency, making material unavailable; approvals required by the Contract Documents, the Architect ,3 because the Architect has not issued a Certificate for will do so promptly and, where practica at the normal place Payment and has not notified the Contractor of the of testing, reason for withholding certification as provided in 13.5.6 Tests or inspections conducted pursuant to the Con- Subparagraph 9.4.1, or because the Owner has not tract Documents shall be made promptly to avoid unreasonable made payment on a Certificate for Payment within delay in the Work, 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 13.6 INTEREST the aggregate more than 100 percent of the total num- 13.6.1 Payments due and unpaid under the Contract Docu• bcr of days scheduled for completion, or 120 days in ments shall bear interest from the date payment is due at such any 365-day period, whichever is Icss; or rate as the parties may agree upon in writing or, in the absence .5 the Owner has failed to furnish to the Contractor thereof, at the legal rate prevailing from time to time at the place promptly, upon the Contractor's request, reasonable where the Project is located, evidence as required by Subparagraph 2.2.1. 1,, 14.1.2 if one of the above reasons exists, the Contractor may, 13.7 COMMENCEMENT OF STATUTORY upon seven additional days' written notice to the Owner and LIMITATION PERIOD Architect, terminate the Contract and recover from the Owner 13.7.1 As between the Owner and Contractor: payment for Work executed and for proven Toss with respect to materials, equipment, tools, and construction equipment .1 Before Substantial Completion. As to acts or failures and machinery, including reasonable overhead, profit and to act occurring prior to the relevant date of Suhstan- damages. ( 4 tial Completion, any applicable statute of limitations 14.1.3 if the Work is stopped for a period of 611 days through shall commence to run ;lid ;lily alleged cause of action no act or fault of the Contractor or a Subcontractor or their shall be deemed to have accrued in any and all events agents or employees or any other persons perfirrming portions not later than such date of Substantial Completion; of the Work under contract with the Contractor because the .2 Between Substantial Completion and Final Certifl- Owner has persistently failed to fulfill the Owner's obligations cafe for Payment. As to acts or failures to act occur- under the Contract Documents with respect to matters impor- ring subsequent to the relevant date of Substantial tans w the progress of the Work, the Contractor may, upon t Completion and prior u> issuance of the final Certiti seven additional days' written notice to the Owner and the cats for Payment, any applicable statute of limitations Architect, terminate the Contract and recover from the Owner shall continence to run and any alleged cause of as Provided in Subparagraph 14.1,2 action shall be deemed to have accrued in any and all 14.2 TERMINATION BY THE OWNER FOR CAUSE events not later than the date of issuance of the final 14.2.1 The Owner may terminate the Contract if the Certificate for Payment; and Contractor: t,. .3 After Final Certificate for Payment. As to acts or .1 persistently or repeatedly refuses or kills to supply failures to act occurring after the relevant date of issu. enough properly skilled workers or proper materials; once of the final Certificate for Payment, any appli• .2 fails to make payment to Subcontractors for materials cable statute of limitations shall commence to run and or labor in accordance with the respective agreements any alleged cause of action shall be deemed to have between the Contractor and the Subcontractors: accrued in any and all events not later than the date of ,3 persistently disregards laws, ordinances, or rules, reg- ally act or failure to act by the Contractor pursuant to citations or orders of a public authority having furls- ( any warranty provided under Paragraph 3.5, the date diction; or of any correction of the Work or Failure to correct the Work by the Contractor under Paragraph 12,2, or the .4 otherwise is guilty of substantial breach of a provision date of actual commission of any other act or failure of the Contract Documents. to pertimn any duty or obligation by the Contractor 14.2.2 When any of the above reasons exist, the Owner, upon or Owner. whichever occurs last. certification by the Architect that sufficient cause exists to jus- AIA DOCUMENT A201 • GENERAL CONDITIONS OF THI CONTRACT FOR CONS'TRU'CTION • FOL'R'1'EENTII EDITION 'a AIM' • (0191.1 T1Ili AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, 1),C. Ll AK) A201 -1987 23 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. • tify such action, may without prejudice to any other rights or Owner. The amount to be paid to the Contractor or Owner, as remedies of the Owner and after giving the Contractor and the the case may be, shall be certified by the Architect, upon appli- Contractor's surety, if any, seven days' written notice, terms- cation, and this obligation for payment shall survive termina- nate employment of the Contractor and may, subject to any Lion of the Contract. prior rights of the surety: 14.3 SUSPENSION BY THE OWNER .1 take possession of the site and of all materials, equip- FOR CONVENIENCE ment, tools, and construction equipment and machin- 14.3.1 The Owner may, without cause, order the Contractor in ery thereon owned by the Contractor; writing to suspend, delay or interrupt the Work in whole or in .2 accept assignment of subcontracts pursuant to Para- part for such period of time as the Owner may determine. graph 5.4; and 1 .3 finish the Work by whatever reasonable method the 14.3.2 An adjustment shall be made for increases In the cost of Owner may deem expedient, performance of the Contract, including profit on the increased cost of performance, caused by suspension, delay or interrup- 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 14.2.1, the Contractor shall not tion. No adjustment shall be made to the extent: .1 that performance is, was or would have been so sus- be entitled to receive further payment until the Work is pended, delayed or interrupted by another cause for finished. which the Contractor is responsible; or 14.2.4 if the unpaid balance of the Contract Sum exceeds costs .2 that an equitable adjustment is made or denied under of finishing the Work, including compensation for the Archl- another provision of this Contract. tcct's services and expenses made necessary thereby, such excess shall be paid to the Contractor. if such costs exceed the 14.3.3 Adjustments made In the cost of performance may have unpaid balance, the Contractor shall pay the difference to the a mutually agreed fixed or percentage fee. • iy Printed on Recycled Paper MA DOCUMENT A201 • GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION . f 24 A201.1987 AI A. • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, KW., WASI IINGTON, D,C. 20006 WARNING; Unlicensed photocopying violates U.S. copyright taws and Is subject to legal prosecution OFFICEMAX STORE #391 PARK PLACE TUKWILA, WA 09/95 INDEX Page 1 of 1 GENERAL CONDITIONS, AIA DOCUMENT A201 1 - 24 DIVISION 1 - GENERAL INFORMATION 01027 APPLICATIONS FOR PAYMENT 1 - 3 01035 MODIFICATION PROCEDURES • 1 - 3 01040 PROJECT COORDINATION 1 - 3 01045 CUTTING AND PATCHING 1 - 3 01050 FIELD ENGINEERING 1 - 2 01095 REFERENCE STANDARDS AND DEFINITIONS 1 - 4 01200 PROJECT MEETINGS 1 - 2 01300 SUBMITTALS 1 - 7 01400 QUALITY CONTROL SERVICES 1 - 3 [- 01500 TEMPORARY FACILITIES 1 - 7 01600 MATERIALS AND EQUIPMENT 1 - 3 01631 PRODUCT SUBSTITUTES 1 - 3 01700 PROJECT CLOSEOUT 1 - 3 01740 WARRANTIES AND BONDS 1 2 DIVISION 5 - METALS 05400 LIGHT GAGE METAL FRAMING 1 - 3 DIVISION 6 - WOODS AND PLASTICS 06100 ROUGH CARPENTRY 1 - 3 DIVISION 8 - WINDOWS AND DOORS 08100 DOORS AND FRAMES 1 - 1 08400 ALUMINUM FRAMING AND ENTRANCES 1 2 08800 GLAZING 1 - 2 DIVISION 9 - FINISHES 09200 GYPSUM DRYWALL AND METAL FRAMING 1 - 4 09900 PAINTING 1 - 3 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01027 - PAGE 1 09/95 APPLICATIONS FOR PAYMENT Schedule of Values: Coordinate preparation of the Schedule of Values with the Contractor's Construction Schedule. Correlate line items in the Schedule of Values with other schedules and forms, including: Contractor's Construction Schedule. Application for Payment form. List of subcontractors. List of products. Submit the Schedule of Values to the Architect at the earliest date, but no later than 7 days before the date scheduled for submittal of the initial Application for Payment. Format and Content: Use the Project Manual Table of Contents as a guide to establish the format. Identification: Include the following identification: Project name and location. Project number. Contractor's name and address. Date of submittal. Arrange the Schedule in tabular form with columns to • indicate the following for each item: Generic name. Related Specification Section. Name of subcontractor. Name of manufacturer or fabricator. Name of supplier. Change Orders (numbers) that have affected value. Dollar value. Percentage of Contract Sum to the nearest one - hundredth percent, adjusted to total 100 percent. Break Contract Sum down in enough detail to facilitate evaluation of Applications for Payment. Break subcontract amounts down into several line items. Round amounts off to the nearest dollar; the total shall equal the Contract Sum. Accumulate all general conditions expenses such as project supervision, insurance, bonds, and temporary facilities and structures into a single category, "GENERAL CONDITIONS," said category to be the first in the schedule sequence. OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01027 - PAGE 2 09/95 APPLICATIONS FOR PAYMENT As change orders occur, identify each as aseparate line -item at the bottom of the approved schedule. Applications for Payment: Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. Payment Application Times: Payment dates are indicated in the Agreement. The period covered by each application is the period indicated. Payment Application Forms: Use AIA Document G 702 and Continuation Sheets G 703 as the form for the application. Application Preparation: Complete every entry, including notarization and execution by person authorized to sign on behalf of the Owner. Incomplete applications will be returned without action. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions have been made. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the period 4 covered by the application. Transmittal: Submit 3 executed copies of each application to the Architect within 24 hours; one copy shall be complete, including waivers of lien and similar attachments. Transmit each copy with a transmittal listing attachments, and recording information related to the application. Waivers of Lien: With each application, submit waivers of lien from every entity who may file a lien arising out of the Contract, 4 and related to the Work covered by the payment. Waiver Delays: Submit each application with Contractor's waiver of lien for the period covered by the application. Submit final Application for Payment with final waivers from every entity involved with performance of Work covered by the application who could be entitled to a lien. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to Owner. OFFICEMAX #391 PARK PLACE : TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01027 - PAGE E3 3 09/95 APPLICATIONS FOR PAYMENT Initial Application for Payment: Administrative actions and submittals c that must precede or coincide with submittal of the first Application for Payment include: List of subcontractors. List of suppliers and fabricators. Schedule of Values. Contractor's Construction Schedule (preliminary if not final). Submittal Schedule (preliminary if not final). List of Contractor's staff assignments. Copies of building permits. Copies of licenses from governing authorities. Certificates of insurance and insurance policies. - Performance and payment bonds (if required). Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of the final payment ``. application include: Occupancy permits. Warranties and maintenance agreements. Test /adjust /balance records. Maintenance instructions. Meter readings. Change -over information related to Owner's occupancy. Final cleaning. Completion of Project closeout requirements. Completion of items specified for completion on the owner'sand architect's punch lists. Transmittal of required Project construction records to Owner. Certified property survey. Proof that taxes, fees and similar obligations have been paid. Change of door locks to Owner's access. END OF SECTION 01027 4 OFFICEMAX #391 PARK PLACE TUKWILA, WA 1 DIVISION ONE - GENERAL INFORMATION SECTION 01035 - PAGE 1 09/95 MODIFICATION PROCEDURES General: This section specifies administrative and procedural requirements for handling and processing Contract modifications. Minor Changes in the Work: Supplemental instructions authorizing minor changes in the Work, not involving adjustment to Contract Sum or Time, ,; will be issued by the Architect on AIA form G710. Change Order Proposal Requests: Proposal requests that require adjustment to the Contract Sum or Time if accepted, will be issued by the Architect, with a detailed description of the proposed change and supplemental or revised Drawings and Specification. Proposal requests -- are for information only and shall not be considered as instruction to stop work in progress, or to execute the change. Unless otherwise indicated, within ten days of receipt, submit an :. estimate of cost to execute the change. Include a list of quantities of products to be purchased and unit costs, along with the amount of purchases to be made. If requested, furnish survey data to substantiate , quantities. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Include a statement indicating the effect the proposed change in the Work will have on the Contract time. Contractor Initiated Change Order Proposal Requests: When unforseen conditions require modifications to the Contract, the Contractor may 4 , propose changes by submitting a request to the Architect. ' � Include a statement outlining reasons for the change. Provide a complete description of the change. Indicate effect of the proposed change on the Contract Sum and Time. . } Include a list of quantities of products to be purchased and unit costs, along with amount of purchases to be made. If requested, furnish survey data to substantiate quantities. c Indicate applicable taxes, delivery charges, equipment rental, and € €, amounts of trade discounts. L: 6 E J E OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01035 - PAGE 2 09/95 MODIFICATION PROCEDURES Comply with requirements in Section "Product Substitutions" if the change requires substitution of one product or system for product or system specified. Proposal Request Form: Use AIA Document G 709. Allowance Adjustment: Base each change order proposal request for an allowance cost adjustment on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of work -in- place, with reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections and similar margins. Include installation costs in the purchase amount only where indicated as part of the allowance. When requested, prepare explanations and documentation to substantiate margins claimed. The Owner reserves the right to establish the actual quantity of work -in -place by independent quantity survey, measure or count. Submit claims for increased costs because of change in scope or nature of the allowance described in contract documents, whether for purchase amount or Contractor's handling, labor, installation, overhead and profit, within 20 days of receipt of change order or construction change directive authorizing work to proceed. Claims submitted later than 20 days will be rejected. Change order cost amount shall not include Contractor's or subcontractor's indirect expense except when clearly demonstrated that the nature or scope of work required was changed from what could have been foreseen from the allowance description and other information in contract documents. No change to the Contractor's indirect expense is permitted for selection of higher or lower priced materials or systems, of the same scope and nature as originally indicated. Construction Change Directive: When the Owner and Contractor are not in agreement on terms of a Change Order Proposal Request, the Architect may issue Construction Change Directive on AIA Form G714, instructing the Contractor to proceed with a change, for subsequent inclusion in a Change Order. OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01035 PAGE 3 09/95 MODIFICATION PROCEDURES Construction Change Directive will contain a complete description of the change and designate method to be followed to determine change in the Contract Sum or Time. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. After completion of the change submit an itemized account and supporting data necessary to substantiate cost, and time adjustments to the Contract. Change Order Procedures: Upon the Owner's approval of a Chan Order Proposal Request, the Architect will issue a Change Order for r signatures of the Owner and Contractor on AIA Form G701, as provided in the Conditions of the Contract. END OF SLV SECTION.01035 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01040 - PAGE 1 09/95 PROJECT COORDINATION This Section specifies requirements for project coordination including: Coordination. Administrative and supervisory personnel. General installation provisions. Cleaning and protection. Coordination: Coordinate activities included in various Sections to assure efficient and orderly installation of each component. Coordinate operations included under different Sections that are t. dependent on each other for proper installation and operation. Where installation of one component depends on installation of other components before or after its own installation, schedule activities in the sequence required to obtain the best results. Where space is limited, coordinate installation of different components to assure maximum accessibility for maintenance, service and repair. Make provisions to accommodate items scheduled for later installation. Prepare memoranda for distribution to each party involved outlining required coordination procedures. Include required notices, reports, and attendance at meetings. Prepare similar memoranda for the Owner and separate Contractors where coordination of their Work is required. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other activities to avoid conflicts and ensure orderly progress. Such activities include: Preparation of schedules. Installation and removal of temporary facilities. Delivery and processing of submittals. Progress meetings. Project closeout activities. Coordination Drawings: Prepare Coordination Drawings where close coordination is required for installation of products and materials fabricated off -site by separate entities, and where limited space necessitates maximum utilization of space for efficient installation of different components. t OFFICEMAX 3391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01040 - PAGE 2 09/95 PROJECT COORDINATION Show relationship of components shown on separate Shop Drawings. Indicate required installation sequences. Staff Names: Within 15 days of Notice to Proceed, submit a list of Contractor's staff assignments, including Superintendent and personnel at the site; identify individuals, their duties and responsibilities, addresses and telephone numbers. Post copies in the Project meeting room, the field office, and at each temporary telephone. Inspection of Conditions: The Installer of each component shall inspect the substrate and conditions under which Work is performed. Do not proceed until unsatisfactory conditions have been corrected. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that they are more explicit than requirements in Contract Documents. Where discrepencies exist between contract documents and manufacturer's instructions and recommendations, submit for resolution prior to commencing that portion of work. Inspect material immediately upon delivery and again prior to installation. Reject damaged and defective items. Provide attachment and connection devices and methods necessary for securing each construction element. Secure each construction element true to line and level. Allow for expansion and building movement. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints to obtain the best effect. Refer questionable choices to the Architect for decision. Recheck measurements and dimensions, before starting installation. Install each component during weather conditions and project status that will ensure the best results. Isolate each part from incompatible material as necessary to prevent deterioration. a Coordinate temporary enclosures with inspections and tests, to minimize uncovering completed construction for that purpose. Mounting Heights: Where mounting heights are not indicated, install components at standard heights for the application indicated. Refer t questionable decisions to the Architect. OFFICEMAX #391 PARK PLACE TUKWILA, WA' DIVISION ONE - GENERAL INFORMATION SECTION 01040 - PAGE 3' 09/95 PROJECT COORDINATION 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. Clean and maintain completed construction as often as necessary through the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limiting Exposures: Supervise operations to ensure that no part ► of construction, completed or in progress, is subject to harmful or deleterious exposure. Such exposures include: Excessive static or dynamic loading. Excessive internal or external pressures. Excessive weathering. Excessively high or low temperatures or humidity. Air contamination or pollution. Water or ice. Chemicals or solvents. Heavy traffic, soiling, staining and corrosion. Rodent and insect infestation. Unusual wear or other misuse. Contact between incompatible materials. Theft or vandalism. Puncture or abrasion. Bacteria. Combustion. Electrical current. High speed operation or improper lubrication. Destructive testing. Misalignment. Unprotected storage. c. END OF SECTION 01040 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01045 - PAGE 1 09/95 CUTTING AND PATCHING Refer to other Sections of these Specifications, including Divisions -15 and -16, for specific requirements and limitations applicable to cutting and patching individual parts of the Work. Cutting and Patching Proposal: Where approval of procedures is required before proceeding, submit a proposal describing procedures in advance of the time cutting and patching will be performed. Include -� the following information, as applicable: • Describe the extent of cutting and patching, required and how it is to be performed; indicate why it cannot be avoided. w Describe anticipated results; include changes to structural elements.and operating components and changes in the building's appearance and other visual elements. List products to be used and entities that will perform Work. Indicate dates when cutting and patching is to be performed. List utilities that will be disturbed, including those that will be relocated and those that will be temporarily out -of service. Indicate how long service will be disrupted. 4 Approval by the Architect to proceed does not waive the Architect's right to later require complete removal and replacement of Work found to be unsatisfactory, nor does it relieve the contractor of his responsibilities for construction means, materials and methods. 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 and Safety Limitations: Do not cut and patch operating elements or safety components in a manner that would reduce their capacity to perform as intended, or would increase maintenance, or decrease operational life or safety. • Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would reduce the building's aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace Work cut and patched in a visually unsatisfactory manner. '1N OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01045 - PAGE 2 09/95 CUTTING AND PATCHING Retain the original installer or fabricator to cut and patch the exposed Work, or if it is not possible engage a recognized experienced and specialized firm. Materials: Use materials identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible, in a manner satisfactory to the architect. Use materials whose performance will equal or surpass of existing materials. Inspection: Before cutting, examine surfaces to be cut and patched and t conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. Temporary Support: Provide temporary support of Work to be cut. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions that might be exposed during cutting and patching operations. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. Take all precautions to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them. Performance: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. t Cut existing construction to provide for the installation of other components or the performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review procedures with the original installer; comply with the original installer's recommendations. t c OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01045 - PAGE 3 09/95 CUTTING AND PATCHING Where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Cut through concrete and masonry using a cutting machine such as J a carborundum saw or diamond core drill. u. . Comply with requirements of applicable sections of Division -2 where cutting and patching requires excavating and backfilling. By -pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut -off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by- passing and cutting. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. Where the removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color'and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat. Cleaning: Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove paint, mortar, oils, putty and similar items. Thoroughly clean piping, conduit and similar features before painting or finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION 01045 0 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01050 - PAGE 1 09/95 FIELD ENGINEERING Summary: This Section specifies requirements for field engineering. Certificates: Submit a certificate signed by the Land Surveyor certifying that the location and elevation of improvements comply with Contract Documents. Project Record Documents: Submit a record of Work performed and record survey data required under provisions of Sections "Submittals" and "Project Closeout ". Surveyor: Engage a Land Surveyor registered in the State where the Project is located, to perform land surveying required. Examination: The Owner will identify existing control points and property line corner stakes. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks before proceeding to layout the Work. Protect existing benchmarks and control points. Preserve permanent reference points during construction. Do not change or relocate benchmarks or control points without prior written approval. Report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points. Establish and maintain a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. Existing utilities and equipment: The existence and location of underground utilities and construction indicated as existing are not guaranteed. Before beginning sitework, verify the existence and location of underground utilities and other construction. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer and water service piping. c OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01050 - PAGE 2 09/95 FIELD .ENGINEERING Performance: Working from lines and levels established by the property survey, establish benchmarks and markers to set lines and levels at each story of construction and where needed to properly locate each element. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. Advise entities engaged in construction activities, of marked lines and levels provided for their use. As construction proceeds, check every major element for line, level and plumb. Surveyor's Log: Maintain a surveyor's log of control and other surveys. Make this log available for reference. Record deviations from required lines and levels. Advise the Architect when deviations that exceed indicated or recognized tolerances are detected. On record Drawings, record deviations that are accepted and not corrected. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels and control lines and levels required for mechanical and electrical Work. Existing Utilities: Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services or other appurtenances located in, or affected by construction. Coordinate with local authorities having jurisdiction. Final Property Survey: Before Substantial Completion, prepare a final �► property survey showing significant features for the Project. Include a certification', signed by the Surveyor, to the effect that metes, bounds, lines and levels of the Project are accurately positioned as shown on the survey. Recording: At Substantial Completion, have the final survey 40 recorded by or with local authorities as the official "property survey ". 0 END OF SECTION 01050 0 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01095 - PAGE 1 09/95 REFERENCE STANDADS AND DEFINITIONS General Definitions: Basic Contract definitions are included in the conditions of the contract. Indicated refers to graphic representations, notes or schedules on Drawings, or Paragraphs or Schedules in Specifications, and similar requirements in Contract Documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used, it is to help locate the reference. Directed: Terms such as "directed ", "requested ", "authorized ", "selected ", "approved ", "required ", and "permitted" mean "directed by the Architect ", "requested by the Architect ", and similar phrases. No implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's supervision of R construction. Approve, used in conjunction with action on submittals, applications, and requests, is limited to the Architect's duties and responsibilities stated in General and Supplementary Conditions. Approval shall not release the Contractor from responsibility to fulfill Contract requirements. Regulation includes laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, and rules, conventions and agreements within the construction industry that control performance of the Work, whether lawfully imposed by authorities having jurisdiction or not. Furnish means "supply and deliver, ready for unloading, unpacking, assembly, installation, and similar operations." Install describes operations at the site including "unloading, unpacking, assembly, erection, anchoring, applying, working to dimension, protecting, cleaning and similar operations." Provide means "furnish and install, complete and ready for use." Installer: "Installer" is the Contractor or an entity engaged by the Contractor, as an employee, subcontractor or sub - subcontractor for performance of a particular construction activity, including installation, erection, application and similar operations. Installers are required to be experienced in the operations they are engaged to perform. OFFICEMAX #391 PARK PLACE TUKWILA, WA' DIVISION ONE - GENERAL INFORMATION SECTION 01095 - PAGE 2 09/95 REFERENCE STANDADS AND DEFINITIONS The term "experienced," when used with "Installer" means having a minimum of 5 previous Projects similar in size to this Project, and familiar with the precautions required, and with requirements of the authority having jurisdiction. Project Site is the space available for construction activities, either exclusively or with others performing other construction on the Project. The extent of the Project Site is shown on the Drawings, and may or may not be identical.with the description of the land upon which the Project is to be built. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, at the Project Site or elsewhere, and to report on, and, if required, to interpret, results of those inspections or tests. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16- Division format and MASTERFORMAT numbering system. y; Language used in the Specifications is the abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and where the context so indicates. t . Imperative language is used generally. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text subjective language is used to describe responsibilities which must be fulfilled indirectly by the Contractor, or by others when so noted. The words "shall be" shall be included by inference wherever a colon (:) is used within a sentence or phrase. Assignment of Specialists: Certain construction activities shall be 4 performed by specialists, recognized experts in the operations to be performed. Specialists must be engaged for those activities, and assignments are requirements over which the Contractor has no option. Nevertheless, the ultimate responsibility for fulfilling Contract requirements remains with the Contractor. 6 Drawing Symbols: Where not otherwise noted, symbols are defined by "Architectural Graphic Standards ", published by John Wiley & Sons, Inc., eighth edition. 0 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01095 - PAGE 3 09/95 REFERENCE STANDADS AND DEFINITIONS Mechanical /Electrical Drawings: Graphic symbols on mechanical and electrical Drawings are aligned with symbols recommended by ASHRAE. Where appropriate, they are supplemented by symbols recommended by technical associations. Refer instances of uncertainty to the Architect for clarification before proceeding. Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable industry standards have the same force and effect as if bound or copied into Contract Documents. Such standards are part of the Contract Documents by reference. Individual Sections indicate standards the Contractor must keep available at the Project Site. Publication Dates: Where the date of issue of a referenced standard is not specified, comply with the standard in effect as of date of Contract Documents. f Updated Standards: Submit a Change Order proposal where an applicable standard has been revised and reissued after the date of the Contract Documents and before performance of Work. The Architect will decide whether to issue a Change Order to proceed with the updated standard. Conflicting Requirements: Where compliance with two or more standards that establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced. Refer uncertainties as to which quality level is more stringent to the Architect for a decision before proceeding. l � Minimum Quantities or Quality Levels: The quantity or quality shown or specified is the minimum to be provided or performed. Indicated values are minimum or maximum values, as appropriate for the requirements. Refer instances of uncertainty to the Architect for decision before proceeding. Copies of Standards: Each entity engaged on the Project shall be familiar with standards applicable to that activity. Copies of applicable standards are not bound with the Contract Documents. Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source. Although copies of standards needed for enforcement of requirements may be part of submittals, the Architect reserves the right to require submittal of additional copies for enforcement of requirements. OFFICEMAX #391 PARK PLACE TUKWILA, WA .� DIVISION ONE - GENERAL INFORMATION SECTION 01095 - PAGE 4 09/95 REFERENCE STANDADS AND DEFINITIONS Abbreviations and Names: Where acronyms or abbreviations are used in the Specifications or other Contract Documents they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction or other entity applicable. Refer to the "Encyclopedia of Associations," published by Gale Research Co., OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01200 - PAGE 1 09/95 PROJECT MEETINGS Summary: This Section specifies requirements for Project meetings including: Pre - Construction Conference. Progress Meetings. Pre - construction Conference: Conduct a pre- construction conference after execution of the Agreement and prior to commencement of construction activities. Review responsibilities and personnel assignments. Attendees: The Owner, the Contractor and its superintendent, t subcontractors, suppliers, manufacturers, and other concerned parties shall be represented by persons authorized to conclude matters relating to the Work. Agenda: Discuss significant items that could affect progress, including the tentative construction schedule, critical sequencing, use of the premises, procedures for processing Change Orders and equipment deliveries. Progress Meetings: Conduct progress meetings at regular intervals, but not less than bi- weekly. Notify the Owner and Architect of scheduled dates. Coordinate meeting dates with preparation of the payment request. Attendees: The Owner, each subcontractor, supplier or other entity concerned with progress or involved in planning, coordination or performance of future activities shall be represented by persons familiar with the Project and authorized to conclude matters relating to progress. Agenda: Review minutes of the previous progress meeting. Review significant items that could affect progress. Include topics appropriate to the current status of the Project. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. c t OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01200 - PAGE 2 ri 09/95 PROJECT MEETINGS r ,, Review the present and future needs of each entity present, including such items as: Time. Sequences. Deliveries. Off -site fabrication problems. A 0 Site utilization. Temporary facilities and services: Hazards and risks. Quality and Work standards. Change Orders. Documentation of information for payment requests. Housekeeping. Reporting: No later than 3 days after each meeting, distribute copies of minutes of the meeting to each party present, to the architect and to parties who should have been present. Include a summary, in narrative form, of progress since the previous meeting. r "• END OF SECTION 01200 C 1 . • OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL REQUIREMENTS SECTION 01300 - PAGE 1 09/95 SUBMITTALS Summary: This Section specifies requirements for handling submittals. General Procedures: Coordinate submittal preparation with performance of construction activities, and with purchasing or fabrication, delivery, other submittals and related activities. Transmit in advance of performance of related activities to avoid delay. 4 Coordinate transmittal of different submittals for. related elements so processing will not be delayed by the need.to review concurrently for coordination. The Architect reserves the right to withhold action on a submittal requiring coordination until related submittals are received. t- Processing: Allow two weeks for initial review. Allow more time if processing must be delayed for coordination with other submittals. The Architect will advise the Contractor when a submittal must be delayed for coordination. Allow two weeks for reprocessing each submittal. No extension of time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing. Submittal Preparation: Place a label or title block on each submittal for identification. Provide a 4" x 5" space on the label or beside the title block on Shop Drawings to record Contractor's review and approval markings and action taken. Include the following information on the label for processing and recording action taken. Project name. Date. Name and address of Architect. c Name and address of Contractor. Name and address of subcontractor. Name and address of supplier. Name of manufacturer. Submittal Transmittal: Package submittals appropriately for transmittal and handling. Transmit with a transmittal form. Submittals received from other than the Contractor will be returned without action. Transmittal Form: On the form record requests for data, t and deviations from Contract Documents. Include Contractor's certification that information complies with Contract Documents. t OFFICEMAX #391 PARK PLACE TUKWILA, WA 4s DIVISION ONE - GENERAL REQUIREMENTS SECTION 01300 - PAGE 2 09/95 SUBMITTALS Contractor's Construction Schedule: Submit a fully developed, bar -chart type construction schedule, within 30 days of the date established for Commencement of the Work. Provide a separate bar for each construction activity and a vertical line to identify the first working day of each week. Use the breakdown of units of Work as indicated in the "Schedule of Values ". Within each time bar indicate estimated completion percentage in t.:. 10 percent increments. As Work progresses, place a contrasting mark in each bar to indicate Actual Completion. Prepare the schedule on sheets of stable transparency, or other reproducible media, of sufficient width to show data for the entire construction period. Secure commitments for performing critical construction operations from parties involved. Coordinate each activity with other activities and show in proper sequence; include minor elements involved in the construction sequence. Indicate sequences necessary for completion of related portions. Coordinate the Construction Schedule with the Schedule of Values, list of subcontracts, Submittal Schedule, progress reports, payment requests and other schedules. Indicate completion in advance of the date established for Substantial Completion. Indicate Substantial Completion on the Schedule to allow time for the Architect's procedures necessary for certification of Substantial Completion. 4 Submittal Schedule: Submit the Submittal Schedule within 10 days of the Construction Schedule. Coordinate the Schedule with the list of subcontracts, Schedule of Values and list of products as well as the Construction Schedule. Prepare the Schedule in chronological order. Provide the following information: Scheduled date for the first submittal. Related Section number. • Name of subcontractor. Description of the construction element covered. Scheduled date the Architect's final release or approval. 41 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL REQUIREMENTS SECTION 01300 - PAGE 3 09/95 SUBMITTALS Distribution of Schedules: Distribute copies of the Construction and Submittal Schedules to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the temporary field office. When revisions are made, distribute to the same parties and post in the same locations. U datin : Revise each Schedule after each meeting or activity, • w ere revisions have been made. Issue the updated Schedules concurrently with report of each meeting. Daily Construction Reports: Prepare a daily construction report, +t recording information concerning events at the site. Submit duplicate copies to the Architect at weekly intervals. Include the following information: List of subcontractors at the site. High and low temperatures, general weather conditions. Accidents, stoppages, delays, shortages, losses. Emergency procedures. Change Orders received, implemented. Partial Completions, occupancies. Substantial Completions authorized. • Meetings and significant decisions. Orders and requests of governing authorities. Equipment or systems tests and start -up. Shop Drawings: Submit new information, drawn to accurate scale. • Indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Include the following information: Dimensions. 0 Identification of products and materials included. Notation of coordination requirements. Notation of dimensions established by field measurement. Compliance with specified standards. Sheet Size: Except for templates, patterns and similar full - size Drawings, submit Shop Drawings on sheets at least 8 -1/2" x 11" but no larger than 36" x 48 ". Submittal: Submit one correctable translucent print and two blue -line print for review; the reproducible print will be c. returned. Multiple blue -line prints will be returned with no action taken. OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL REQUIREMENTS SECTION 01300 - PAGE 4 09/95 SUBMITTALS Do not use Shop Drawings without a final stamp indicating action taken in connection with construction. :,- Product Data: Collect Product Data into a single submittal for each element or system. Mark each copy to show applicable choices and options. Where Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information: Manufacturer's printed recommendations. Compliance with recognized trade association standards. Compliance with recognized testing agency standards. Application of testing agency labels and seals. Notation of dimensions verified by field measurement. Notation of coordination requirements. Preliminary Submittal: Submit a preliminary single -copy where selection of options is required. Submittals: Submit 2 copies of each required submittal. The Architect will retain one, and will return the other marked with action taken and corrections or modifications required. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. Distribution: Furnish copies of final submittal to installers, and others required for performance of construction activities. Show distribution on transmittal forms. Do not proceed with installation until an applicable copy of Product Data is in the installer's possession. Do not permit use of unmarked copies of Product Data in connection with construction. Samples: Submit full -size Samples cured and finished as specified and identical to the product proposed. Mount, display, or package Samples to facilitate review. Prepare Samples to match the Architect's Sample. Include the following: 4 Generic description. Source. Product name or name of manufacturer. Compliance with recognized standards. Availability and delivery time. 1 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL REQUIREMENTS SECTION 01300 - PAGE 5 09/95 SUBMITTALS Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics, and a comparison of these characteristics between the final submittal and the component as delivered and installed. Where variations are inherent in the product, submit multiple units that show limits of the variations. Preliminary submittals: Where Samples are for selection of characteristics from a range of choices, submit a full set of choices for the product. Preliminary submittals will be reviewed and returned indicating selection and other action. c. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation and similar characteristics, submit 2 sets; one will be returned marked with the action taken. Maintain Sample sets at the Project site, for quality comparisons. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. Distribution: Prepare additional sets for subcontractors, manufacturers, fabricators, installers, and others as required for performance. Show distribution on transmittal forms. Architect's Action: Except for submittals for record, information or similar purposes, where action and return is required, the Architect will review each submittal, mark to indicate action taken, and return. Compliance with specified characteristics is the Contractor's responsibility. Action Stamp: The Architect will stamp each submittal with a self-explanatory action stamp. The stamp will be appropriately marked to indicate action taken. Schedule of submittals: 1. Inspections and tests, see section 01400. 2. Submit sample panel of facing masonry and mortar for architect's approval before proceeding with work. t OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL REQUIREMENTS SECTION 01300 - PAGE 6 09/95 SUBMITTALS 3. Shop drawings for all structural steel, joists, deck, miscellaneous metals, including lintels, ladders, handrails, shall be prepared by the fabricators and submitted to architect for -, approval. Shop drawings shall include all information necessary for the fabrication of component parts of the structure. They shall indicate size and weight of members, type and location of shop and field connections, the type, size and extension of welds, and the welding sequence when required. The welding symbols used on the shop drawings shall be as adopted by the American Welding Society. 4. Preformed metal panels: Submit samples in duplicate of each color or metal to be used for ia architect's approval before proceeding with work. Submit shop drawing showing location and spacing of seams prior to proceeding with work. 5. Flashing and sheet metal: Submit samples of all flashings and finishes for architect's approval before proceeding with the work. . 6. Sealants: Submit samples for sealant colors for architect's selection and approval before proceeding with the work. 7. Doors and frames: Submit shop drawings of all items specified herein to architect for approval. Shop drawings shall indicate elevations of each door type, details of each frame type, location in building for each item, conditions at openings with various wall thicknesses and materials, typical and special details of construction, methods of assembling sections, location and installation requirements for hardware, size, shape and thickness of materials, joists and connections. 8. Hardware: Submit hardware schedule for approval before placing order. 0 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - ENERAL REIUIREMENTS SECTION 01300 PAGE 7 09/95 SUBMITTALS 9. Aluminum windows and doors: Submit shop drawings and receive approval before fabrication. Indicate provisions for connections allowing for movement through expansion, contraction and erection adjustment latitudes. Indicate elevations of windows, full size sections, thickness and gauge of metal, fastenings, proposed method of anchoring, the size and spacing of anchors, details of construction, method of glazing, hardware, and details of installation and finish. 10. Paint: Submit specification sheets and color samples. 11. Mechanical work: Shop drawing requirements for mechanical and plumbing. Refer to those documents for items to be submitted. 12. Electrical work: Shop drawing requirements for electrical items to be submitted. Refer to those documents. END OF SECTION 01300 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01400 - PAGE 1 09/95 QUALITY CONTROL SERVICES This Section specifies requirements for quality control services. Quality control services include inspections and tests performed by independent agencies, governing authorities, as well as the Contractor. Contractor Responsibilities: Provide inspections and tests specified or required by governing authorities, except where they are the Owner's responsibility, or are provided by another entity; services include those specified to be performed by an independent agency not by the Contractor. Costs are included in the Contract. Employ and pay an independent agency, to perform quality control services. The Owner will engage and pay for services of an independent agency to perform inspections and tests specified as the Owner's responsibility. Where the Owner has engaged an agency for testing and inspection part of the Work,, and the Contractor is also required to engage an entity for the same element, the Contractor shall not employ the entity engaged by the Owner, unless otherwise agreed in writing with the Owner. Retesting: The Contractor is responsible for retesting where results prove unsatisfactory and do not indicate compliance with Contract Documents, regardless of whether the original test was the Contractor's responsibility. Cost of retesting construction revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original construction. Associated Services: The Contractor shall cooperate with agencies performing inspections or tests and provide auxiliary services as requested. Notify the agency in advance of operations to permit assignment of personnel. Auxiliary services include but are not limited to: Provide access to the Work and furnish incidental labor and facilities necessary to facilitate inspections and tests. Take representative samples of materials that require testing or assist the agency in taking samples. Provide facilities for storage and curing of samples, and deliver samples to testing laboratories. 4 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01400 - PAGE 2 09/95 QUALITY CONTROL SERVICES Provide a preliminary design mix proposed for use for • M material mixes that require control by the testing agency. Provide security and protection of samples and test equipment at the Project site. Duties of the Testing Agency: The agency engaged to perform inspections, and testing of materials and construction shall cooperate with the Architect and Contractor in performance of its duties, and provide qualified personnel to perform inspections and tests. The agency shall notify the Architect and Contractor promptly of deficiencies observed during performance of its services. The agency is not authorized to release, revoke, alter or enlarge requirements of the Contract Documents, or approve or accept any portion of the Work. q Coordination: The Contractor and each agency engaged to perform .inspections and tests shall coordinate the sequence of activities to accommodate services with a minimum of delay. The Contractor and each agency shall coordinate activities to avoid removing and replacing construction to accommodate inspections and tests. The Contractor is responsible for scheduling inspections, tests, taking samples and similar activities. Submittals: The testing agency shall submit a certified written report of each inspection and test to the Architect, unless the Contractor is responsible for the service. If the Contractor is responsible, submit a certified written report of each inspection and test through the Contractor. Submit additional copies of each report to the governing authority, when the authority so directs. Report Data: Written reports of each inspection or test shall include, but not be limited to: Date of issue. Project title and number. Name, address and telephone number of testing agency. Dates and locations of samples and tests or inspections. Names of individuals making the inspection or test. Designation of the Work and test method. Identification of product and Specification Section. OFFICEMAX #391 PARK PLACE TUKWILA, WA` DIVISION ONE - GENERAL INFORMATION SECTION 01400 - PAGE 3 09/95 QUALITY CONTROL SERVICES ` Complete inspection or test data. Test results and an interpretations of test results. Ambient conditions at the time of sample- taking and testing. Comments or professional opinion as to whether inspected or tested Work complies with Contract Document y4 requirements. Name and signature of laboratory inspector. � 4 Recommendations on retesting. Qualification for Service Agencies: Engage inspection and testing agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories, and specialize in the types of inspections and tests to be performed. Each inspection and testing agency engaged shall be authorized to operate in the State in which the Project is located. Repair and Protection: Upon completion of inspection and testing repair damaged construction and restore substrates and finishes to t1 eliminate deficiencies. Comply with requirements for "Cutting and Patching." � t Protect construction exposed by or for quality control service ;} activities, and protect repaired construction. The Contractor is responsible for repair and protection regardless of the assignment of responsibility for inspection and testing. 4 .; Schedule of contractor provided inspections and tests: r The following list does not supercede or replace any inspection and testing required by the authority having jurisdiction. 4, 4 1. Compaction of subbase and base, in paved areas and building area. q. 2. Compaction of foundation bearing surfaces. 3. Concrete testing - See section 03300. 4 , + 4. Structural steel testing: - Visual examination of all welds. - Torque on 25% of all bolt connections. 1 5. Mechanical and electrical - See drawings for requirements. END OF SECTION 01400 ti i • - OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01500 - PAGE 1 09/95 0 TEMPORARY FACILITIES Summary: This Section specifies temporary services and facilities. t including utilities, construction and support facilities, security and protection. Provide facilities ready for use. Maintain, expand and modify as needed. Remove when no longer needed, or replaced by permanent facilities. Use Charges: Cost or use charges for temporary facilities are not { chargeable to the Owner or Architect, and will not be accepted as a basis of claims for a Change Order. Regulations: Comply with applicable laws and regulations. Standards: Comply with NFPA Code 241, "Building Construction and Demolition Operations ", ANSI -A10 Series standards for "Safety Requirements for Construction and Demolition ", and NECA Electrical Design Library "Temporary Electrical Facilities." Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services ", prepared by AGC and ASC. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70). Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. Conditions of Use: Keep facilities clean and neat. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload, or permit facilities to interfere with progress. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on the site. Materials and Equipment: Provide new materials and equipment; if acceptable to the Architect, undamaged previously used materials 2nd equipment in serviceable condition may be used. Provide materials and equipment suitable for the use intended. Lumber and Plywood: Comply with requirements in Section "Rough Carpentry." Provide fire treated lumber and plywood for sheds and offices. Provide minimum 5/8" thick exterior plywood for other uses. ( Tarpaulins: Waterproof, fire - resistant, UL labeled tarpaulins with flame- spread rating of 15 or less. For temporary enclosures provide translucent nylon reinforced laminated polyethylene or polyvinyl chloride fire retardant tarpaulins. OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01500 - PAGE 2 09/95 TEMPORARY FACILITIES Open -Mesh Fencing: 11 -gage, galvanized 2 -inch, chain link fabric fencing 6 -feet high with galvanized barbed wire top strand and galvanized steel pipe posts, 1 -1/2" I.D. for l i n e posts and 2-1/2" I.D. for corner posts. Temporary Utility Installation: Engage the local utility company to install temporary service or connect to existing service. Arrange for a time when service can be interrupted to make connections. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked -in services. Water Service: Install water service and distribution piping of sizes and pressures adequate for construction. Sterilize water piping prior to use. Provide 3/4" heavy -duty, rubber hoses 100 ft. long with shut -off nozzle at each outlet. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics. Include meters, transformers, overload protected disconnects, automatic ground - fault interrupters and main distribution switch gear. Install service underground. Power Distribution System: Install wiring overhead, and rise vertically where least exposed to damage. 4J Electrical Outlets: Provide properly configured NEMA polarized outlets. Provide outlets equipped with ground -fault circuit interrupters, reset button and pilot light, for connection of power tools and equipment. Electrical Power Cords: Provide grounded extension cords; use "hard- service" cords where exposed to traffic. Lighting: Provide temporary lighting with local switching to fulfill security requirements and provide illumination for G construction operations and traffic conditions. Lamps and Light Fixtures: Provide general service incandescent lamps. Provide guard cages or tempered glass enclosures, where exposed to breakage. Provide exterior fixtures where exposed to moisture. Telephones: Provide temporary telephone service for personnel engaged in construction. Provide a separate line for each office and first aid station. At each telephone, post a list of important telephone numbers. te OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01500 - PAGE 3 09/95 0 TEMPORARY FACILITIES Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds or similar facilities. Filter out construction debris and other contaminants that might clog sewers or pollute waterways before discharge. Refer to erosion control drawings. Connect temporary sewers to the municipal system as directed by sewer department officials. Maintain sewers and drainage facilities in a sanitary condition. Following heavy use, restore normal conditions promptly. Provide earthen embankments and similar barriers in and around excavations and subgrade construction to prevent flooding by runoff of storm water from heavy rains. Tem•orar Construction and Su'•ort Facilities Installation: Locate for easy access. Maintain facilities until Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the Owner. Provide incombustible construction for offices and sheds located within the construction area, or within 30 feet of building lines. Comply with requirements of NFPA 241. Temporary Heat: Provide temporary heat for curing or drying of completed installations or protection of installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations; heating units shall have been tested and labeled by UL, FM or another recognized trade association related to the type of fuel used. Coordinate ventilation requirements to produce the ambient condition required. Heating Facilities: Provide vented self - contained LP gas or fuel oil heaters with individual space thermostatic control. Use of gasoline- burning space heaters, open flame, or salamander type units is prohibited. Field Offices: Provide insulated, weathertight offices of size to accommodate personnel. Provide heated and air - conditioned, prefabricated units or similar construction, on adequate foundations, with lockable entrances, operable windows and serviceable finishes. Keep clean and orderly for use for small progress meetings. c OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01500 - PAGE 4 09/95 TEMPORARY FACILITIES Storage and Fabrication Sheds: Install sheds, equipped to accommodate materials and equipment involved. Sheds may be open 3 shelters or enclosed spaces within the building. Paving: Construct temporary paving for roads, storage areas and parking where permanent facilities will be located. Comply with Section "Asphalt Concrete Paving." Coordinate with subgrade .) grading, compaction, installation and stabilization of subbase, and installation of base and finish courses of permanent paving. Delay installation of the final course of paving until Substantial Completion. Coordinate with weather conditions 1 to avoid unsatisfactory results. Extend temporary paving in and around the construction area to accommodate delivery and storage of materials, equipment usage, administration and supervision. Sanitary facilities include temporary toilets, wash facilities and drinking water fixtures. Comply with regulations and health codes for the type, number, location, operation and maintenance of fixtures. Install where facilities will best serve the Project. Provide toilet tissue, paper towels, paper cups and similar disposable materials for each facility. Provide covered waste containers for used material. Toilets: Install self - contained single- occupant toilet units of the chemical type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material. Use of pit -type privies will not be permitted. Wash Facilities: Install wash facilities supplied with potable water at convenient locations for personnel involved in handling materials that require wash -up. Dispose of drainage properly. Supply cleaning compounds. Provide safety showers, eye -wash fountains and similar facilities for safety and sanitation of personnel. Drinking Water Facilities: Provide containerized tap- dispenser bottled -water type drinking water units. • • OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01500 - PAGE 5 09/95 TEMPORARY FACILITIES Temporary Enclosures Provide temporary enclosure for protection of construction from exposure, foul weather, other construction operations and similar activities. Where heat is needed and the building enclosure is incomplete, provide enclosures where there is no other provision for containment of heat. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions. Install tarpaulins securely, with incombustible framing. Close openings through floor or roof decks and horizontal surfaces with load - bearing construction. Project Identification and Temporary Signs: Prepare project identification signs on grade B -B High Density Overlay Plywood. Support on framing of preservative treated wood or steel. Engage an experienced sign painter to apply graphics. Prepare signs to provide directional information to construction personnel and visitors. Collection and Disposal of Waste: Collect waste daily. Comply with NFPA 241 for removal of combustible waste. Enforce requirements strictly. Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose in a lawful manner. Rodent and Pest Control: Retain an exterminator or pest control company to perform extermination and control procedures so the project will be free of pests at Substantial Completion. Perform operations in a lawful manner using environmentally safe materials. Stairs: Provide temporary stairs where ladders are not adequate. Security and Protection Facilities Installation: Except for use of permanent fire protection as soon as available, do not change from use of temporary security and protection facilities to permanent facilities until Substantial Completion. Fire Protection: Until fire protection is supplied by permanent facilities, install and maintain temporary fire protection of types needed to protect against predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding �. Construction, Alterations and Demolition Operations." • t OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01500 - PAGE 6 09/95 TEMPORARY FACILITIES Fire Extinguishers: Provide hand - carried, portable UL- rated, class "ABC" fire extinguishers for temporary offices and similar W spaces. In other locations provide hand - carried, portable, UL- rated, class "ABC" dry chemical extinguishers. Locate fire extinguishers where effective for the intended purpose. Maintain unobstructed access to fire extinguishers, fire 1: hydrants, temporary fire protection facilities, stairways and other access routes for fighting fires, Prohibit smoking in hazardous fire exposure areas. Store combustible materials in containers in fire -safe locations. Provide supervision of welding operations, combustion type temporary heating units, and sources of fire ignition. Permanent Fire Protection: At the earliest date complete installation of the permanent fire.protection facility, including connected services, and place into operation. Instruct key personnel on use of facilities. Barricades. Warning Signs and Lights: Comply with standards and code requirements for erection of barricades. Paint appropriate warning signs to inform personnel and the public of the hazard being protected against. Where needed provide lighting, including flashing lights. Enclosure Fence: When excavation begins, install an enclosure fence with lockable entrance gates, or enclose the entire site or the portion sufficient to accommodate operations. Provide open -mesh, chain -link fencing with posts set in a compacted mixture of gravel and earth. Security Enclosure and Lockup: Install temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism and theft. Where materials and equipment must be stored, provide a secure lockup. Environmental Protection: Operate temporary facilities and conduct construction by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted. Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints. 0 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01500 - PAGE 7 09/95 TEMPORARY FACILITIES Operation: Enforce strict discipline in use of temporary facilities. Limit availability to intended use to minimize abuse. Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and the elements. Maintain operation of enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24 -hour day basis to achieve indicated results and to avoid damage. Prevent piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. Termination and Removal: Remove each facility when the need has ended, or replaced by a permanent facility, or no later than Substantial Completion. Complete or restore construction delayed because of interference with the facility. Repair damaged Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired. Temporary facilities are property of the Contractor. Remove paving that is not acceptable for integration into permanent paving. Where the area is intended for landscape development, remove soil and fill that does not comply with requirements. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials. Repair or replace street paving, curbs and sidewalks at the temporary entrances. At Substantial Completion, renovate permanent facilities used during the construction period, including but not limited to: Replace air filters and clean inside of ductwork and c. housings. Replace worn parts and parts subject to unusual operating conditions. Replace burned out lamps. END OF SECTION 01500 c OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01600 - PAGE 1 09/95 MATERIALS AND EQUIPMENT "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. • "Named Products" are items identified by manufacturer's product name, including make or model designation indicated in the manufacturer's product literature. "Materials" are products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or • piping. Source Limitations: To the fullest extent possible, provide products of the same kind, from a single source. When the Contractor has the option.of selecting between two or more products, the product selected shall be compatible with products previously selected. Nameplates: Except for required labels and operating data, do not attach manufacturer's nameplates or trademarks on surfaces exposed to view in occupied spaces or on the exterior. Equipment Nameplates: Provide a permanent nameplate on each item of service - connected or power - operated equipment. Locate on an inconspicuous accessible surface. The nameplate shall contain the following information and essential operating data: Name of product and manufacturer. Model and serial number. Capacity. Speed. Ratings. Product Delivery, Storage, and Handling: Deliver, store and handle products in accordance with manufacturer's recommendations, using methods that will prevent damage, deterioration and loss. Schedule delivery to minimize long -term storage and prevent overcrowding construction spaces. Coordinate with installation to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other losses. 4 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01600 - PAGE 2 09/95 MATERIALS AND EQUIPMENT Deliver products in manufacturer's original sealed container or packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing. Inspect products on delivery to ensure compliance with Contract Documents, and to ensure that products are undamaged and properly protected. Store products to facilitate inspection and measurement of quantity or counting; of units. Store heavy materials away from the structure in a manner that will not endanger supporting construction. Store products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. Product Selection: Provide products that comply with the Contract Documents, are undamaged and unused at installation. Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. Standard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects. Proprietary Specification Requirements: Where only a single product or manufacturer is named, provide the product indicated. No substitutions will be permitted. Semiproprietary Specification Requirements: Where two or more products or manufacturers are named, provide one of the products indicated. No substitutions will be permitted. Where products are specified by name, accompanied by the term "or equal" comply with provisions for "substitutions" to obtain approval for use of an unnamed product. Non - Proprietary Specifications: When Specifications list products or manufacturers that are available and may be used, but do not restrict the Contractor to use of these products only, the t Contractor may propose any product that complies with Contract requirements. Comply with provisions for "substitutions" to obtain approval for use of an unnamed product. c • OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01600 - PAGE 3 09/95 MATERIALS AND EQUIPMENT Descriptive Specification Requirements: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that provides the characteristics and otherwise complies with requirements. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply and are recommended for the application. Manufacturer's recommendations may be. contained in product literature, or by certification of performance. Compliance with Standards: Where Specifications require compliance with a standard, select a product that complies with the standard specified. Visual Matching: Where Specifications require matching a Sample, the Architect's decision on whether a proposed product matches is final. Where no product matches and complies with other requirements, comply with provisions for "substitutions" for selection of a matching product in another category. Visual Selection: Where requirements include the phrase "...as selected from manufacturer's standard colors, patterns, textures... "•or a similar phrase, select a product that complies 4> with other requirements. The Architect will select color, pattern and texture from the product line selected. Installation of Products: Comply with manufacturer's instructions and recommendations for installation of products. Anchor each product securely in place, accurately located and aligned with other Work. Clean exposed surfaces and protect to ensure freedom from damage and deterioration at time of Substantial Completion. q END OF SECTION 01600 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01631 - PAGE 1 ' 09/95 PRODUCT SUBSTITUTIONS Substitutions: Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions." The following are not considered substitutions: Substitutions requested during the bidding period, and accepted prior to award of Contract. Revisions to Contract Documents requested by the Owner or Architect. and Specified options of products n constr uction methods included in Contract Documents. Compliance with governing regulations and orders issued by governing authorities. Submittal: Requests for substitution will be considered if received within 60 days after commencement of the Work. Requests received more .than 60 days after commencement of the Work may be considered or rejected at the discretion of the Architect. Submit 3 copies of each request for substitution in the form and in accordance with procedures for Change Order proposals. Identify the product, or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. Document compliance with requirements for substitutions, and the following information, as appropriate: Product Data, including Drawings and descriptions of products, fabrication and installation procedures. Samples, where applicable or requested. A comparison of significant qualities of the proposed substitution with those specified. { A list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors, that will be necessary to accommodate the proposed substitution. A statement indicating the substitution's effect on the Construction Schedule compared to the Schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time. c OFFICEMAX #391 PARK' PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01631 - PAGE 2 09/95 PRODUCT SUBSTITUTIONS Cost information, including a proposal of the net change, if any in the Contract Sum. Certification that the substitution is equal -to or better in every respect to that required by Contract Documents, and that it will perform adequately in application indicated. Include Contractor's waiver of rights to additional payment or time, that may be necessary because of the substitution's failure to perform adequately. a , Architect's Action: Within one week of receipt of the request for substitution, the Architect will request additional information necessary for evaluation. Within two (2) weeks of receipt of the request, or one week of receipt of additional information, which ever is later, the Architect will notify the Contractor of acceptance or rejection. If a decision on use of a substitute cannot be made within the time allocated, use the product specified. Acceptance will be in the form of a Change Order. Substitutions: The Contractor's substitution request will be received and considered by the Architect when one or more of the following conditions are satisfied, as determined by the Architect; otherwise requests will be returned without action except to record noncompliance with these requirements. Revisions to Contract Documents are not required. Proposed changes are in keeping with the general intent of Contract Documents. The request is timely, fully documented and properly submitted. The request is directly related to an "or equal" clause or similar language in the Contract Documents. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. • The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. • 0 te • OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01631 - PAGE 3 09/95 PRODUCT SUBSTITUTIONS A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate contractors, and similar considerations. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provide the required warranty. The Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. 4 C C C END OF SECTION 01631 c OFFICEMAX #391 PARK PLACE TUKWILA, WA 4 DIVISION ONE - GENERAL INFORMATION SECTION 01700 - PAGE 1 09/95 PROJECT CLOSEOUT Inspection Procedures: On receipt of a request for inspection, the Architect will proceed or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. The Architect will repeat inspection when requested and assured that the Work has been substantially completed. Results of the completed inspection will form the basis of requirements for final acceptance. Final Acceptance: Before requesting inspection for certification of final acceptance and final payment, complete the following: Submit final payment request with releases. Submit a final statement, accounting for changes to the Contract Sum. Submit a copy of the final inspection list stating that each item has been completed or otherwise resolved for acceptance. Submit final meter readings for utilities, a record of stored fuel, and similar data as of Substantial Completion. Submit consent of surety to final payment. 3 Submit evidence of continuing insurance coverage complying with insurance requirements. See also requirements of section 01027. 6 Reinspection Procedure: The Architect will reinspect the Work upon receipt of notice that the Work has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect. Upon completion of reinspection, the Architect will advise the Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. If necessary, reinspection will be repeated. 0 Record Document Submittals: Do not use Record Documents for construction purposes; protect from loss in a secure location; provide. access to Record Documents for the Architect's reference. OFFICEMAX #391 PARK PLACE '• TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01700 - PAGE 2 09/95 PROJECT CLOSEOUT Record Drawings: Maintain a clean, undamaged set of blue or black line white- prints of Contract Drawings and Shop Drawings. Mark -up these drawings to show the actual installation. Mark whichever drawing is most capable of showing conditions accurately. Give particular attention to concealed elements that would be difficult to measure and record at a later date. Organize record drawing sheets into manageable sets, .bind with durable paper cover sheets, and print suitable titles,. dates and other identification on the cover. Record Specifications: Maintain one copy of the Project Manual, including addenda. Mark to show variations in actual Work performed in comparison with the Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot be readily discerned later by direct observation. Note related record drawing information and Product Data. Upon completion of the Work, submit record Specifications to the Architect for the Owner's records. Maintenance Manuals: Organize maintenance data into sets of manageable size. Bind in individual heavy -duty 2 -inch, 3 -ring vinyl- covered binders, with pocket folders for folded sheet information. Mark identification on front and spine of each binder. Include the following information: Emergency instructions. Spare parts list. Copies of warranties. Wiring diagrams. Recommended "turn around" cycles. Inspection procedures. Shop Drawings and Product Data. Fixture lamping schedule. Operating and Maintenance Instructions: Arrange for the installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Include a detailed review of the following: Maintenance manuals. Spare parts and materials. Tools. Lubricants. Control sequences. Hazards. Warranties and bonds. Maintenance agreements and similar continuing commitments. t OFFICEMAX #391 PARK PLACE TUKWILA, WA 4 DIVISION ONE - GENERAL INFORMATION SECTION 01700 - PAGE 3 09/95 PROJECT CLOSEOUT As part of instruction for operating equipment, demonstrate the following procedures: 4 Start -up and shutdown. Emergency operations. Noise and vibration adjustments. Safety procedures. Final Cleaning: Employ experienced workers for final cleaning.. Clean each surface to the condition expected in a commercial building cleaning and maintenance program. Complete the following before requesting inspection for certification of Substantial Completion: Remove labels that are not permanent labels. Clean transparent materials. Remove glazing compound. Replace chipped or broken glass. Clean exposed hard - surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. Clean the site of rubbish, litter and other foreign 4 substances. Sweep paved areas; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even - textured surface. Pest Control: Engage an experienced exterminator to make a final inspection, and rid the Project of rodents, insects and other pests. Removal of Protection: Remove temporary protection and facilities. Compliance: Comply with regulations of authorities having jurisdiction . and safety standards for cleaning. Remove waste materials from the 0 site and dispose of in a lawful manner. 0 END OF SECTION 01700 0 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION ONE - GENERAL INFORMATION SECTION 01740 - PAGE 1 09/95 WARRANTIES AND BONDS Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. Special Warranties are written warranties required by or incorporated in Contract Documents, to extend time limits provided by standard warranties or to provide greater rights for the Owner. Refer to the General Conditions for terms of the Contractor's special warranty of workmanship and materials. Requirements for warranties for products and installations that are specified to be warranted, are included in the individual Sections of Divisions -2 through -16. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and ,Subcontractors required to .countersign special warranties with the Contractor. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. Replacement Cost: On determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through part of its useful service life. Owner's Recourse: Written warranties made to the Owner are in addition to implied warranties, and shall not limit duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. Re.iection of Warranties: The Owner reserves the right to reject warranties and limit selections to products with warranties not in conflict with requirements of the Contract Documents. C OFFICEMAX #391 PARK PLACE TUKWILA, WA . , DIVISION ONE - GENERAL INFORMATION SECTION 01740 - PAGE 2 09/96 WARRANTIES AND BONDS The Owner reserves the right to refuse to accept Work where a special warranty, or similar commitment is required, until evidence is presented that entities required to countersign commitments are willing to do so. Submit written warranties to the owner prior to the date of final completion. Warranty commencement dates shall coincide with the date of final completion. -y When a special warranty is to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, . ready for execution by the required parties. Submit a draft to the z Owner for approval prior to final execution. • Refer to individual Sections of Divisions -2 through -16 for specific content, and particular requirements for submittal of special warranties. Bind warranties and bonds in heavy -duty, commercial quality, durable 3 -ring vinyl covered loose -leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2" by 11" paper. Provide heavy paper dividers with celluloid covered tabs for each warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address and telephone number of the installer. Identify each binder on the front and the spine with the typed or printed title "WARRANTIES AND BONDS, the Project title or name, and the name of the Contractor. When operating and maintenance manuals are required for warranted a construction, provide additional copies of each warranty, as necessary, for inclusion in each required manual. END OF SECTION 01740 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION FIVE - METALS ' SECTION 05400 - PAGE 1 09/95 LIGHT GAGE METAL FRAMING General: Types of cold formed metal framing units for project include the following: Load - bearing punched channel studs. C- shaped steel studs. C- shaped steel joists. Shop drawings and data: Submit shop drawings for special component's �. and installations not fully dimensioned or detailed in manufacturer's product data. Include placing drawings for framing meters that show size and gage designations, number, type, location and spacing. Indicate supplemental bracing, splices, accessories, and details as required for proper installation. Component design: Calculate structural properties of studs and joists in accordance with AISI "Specification for the design of cold formed steel structural members ". Products: Manufacturers: Provide cold formed metal framing produced by one of the following: Alabama Metal Industries Corp. Dale Industries, Inc. Dietrich Industries, Inc. Marino Industries Corp. Superior Steel Studs, Inc. USG Industries United States Steel Wheeling Corrugating Co. System components: Manufacturer's standard load bearing steel studs and joists of type, size, shape, and gage as indicated. With each type of metal framing required, provide manufacturer's standard steel runners (tracks), blocking lintels, clip angles, shoes, reinforcements, fasteners, and accessories as recommended by manufacturer for application indicated as needed to provide a complete metal framing system. OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION FIVE - METALS SECTION 05400 - PAGE 2 09/95 LIGHT GAGE METAL FRAMING Materials and finishes: For 16 -gage and heavier units. fabricate metal framing components of structural quality steel sheet with a minimum yield point of 50,000 psi; ASTM A 446, A 570, or A 611. For 18-gage and lighter units, fabricate metal framing components of commercial quality steel sheet with a minimum yield point of 33,000 psi; ASTM A 446, A 570, or A 611. Provide prime - coated finish with one coat of shop applied red oxide, zinc chromate, or other similar rust inhibitive primer for interior walls only. Electrodes for welding: Comply with AWS code and recommendations of framing manufacturer. Galvanizing repair: Use materials and methods for repair of galvanized surfaces damaged by welding, complying With ASTM A 780. Prefabrication: Structural framing components may be prefabricated into panels prior to erection. Fabricate panels plumb, square, true to line and braced against racking with joints welded. Perform lifting of prefabricated panels to prevent damage or distortion. Fabricate panels in jig templates to hold meters in proper alignment and position and to assure consistent component placement. Fastenings: Attach similar components by welding. Attach dissimilar components by welding, bolting, or screw fasteners, as standard with manufacturer. Wire tying of framing components is not permitted. Fabrication tolerances: Fabricate panels to a maximum allowable tolerance variation from plumb, level, and true to line of 1/8 inch in 10 feet. Execution: Installation: Install metal framing systems in accordance with manufacturer's printed or written instructions and recommendations unless otherwise indicated. Install continuous tracks sized to match studs. Secure tracks as recommended by stud manufacturer for type of construction involved. OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION FIVE - METALS SECTION 05400 - PAGE 3 09/95 LIGHT GAGE METAL FRAMING Set studs plumb, except as needed for diagonal bracing or required for c nonplumb walls or warped surfaces and similar requirements. Install supplementary framing, blocking and bracing in metal framing system wherever walls or partitions are indicated to support fixtures, equipment, services, casework, heavy trim and furnishings, and similar work. Secure studs to top and bottom runner tracks by either welding or screw fastening'at both inside•and outside flanges. Install horizontal stiffeners in stud system, spaces (vertical distance) at not more than 54 inches o.c. Weld at each intersection. Installation of foists: Install level and plumb, complete with bracing and reinforcing as indicated. Provide not less than 1 1/2 inches end bearing. Reinforce ends with end clips, steel hangers, steel angle clips, steel stud section, or as otherwise recommended by joist manufacturer. t • ( ( END OF SECTION 05400 C OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION SIX - WOODS AND PLASTICS SECTION 06100 - PAGE 1 09/95 ROUGH CARPENTRY General: Products: Lumber, General: Furnish grade stamped lumber that is dressed S4S and complies with PS 20 and applicable grading rules of inspection agencies certified by ALSC's Board of Review. Provide seasoned lumber with 19 percent moisture content at time of dressing and shipment, for sizes 2 inches or less in thickness. Dimension Lumber: Provide lumber of the following product classification in grade and species indicated: For light framing provide "Stud," "No. 3," or "Standard" grade lumber for stud framing (2 to 4 inches thick, 2 to 4 inches wide, 10 feet and shorter) and "Stud" or "No. 3" grade for other light framing (2 to 4 inches thick, 2 to 6 inches wide), any species. Concealed Boards: "Standard" or "No. 3 Common" grade in any species graded per WCLIB /WWPA rules, or "No. 2" grade Southern Pine graded per • SPIB rules. Lumber for Miscellaneous Uses: Unless otherwise indicated, provide "Standard" grade light- framing -size lumber of any species for support of other construction, including rooftop equipment and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members. Construction Panels: For types of concealed applications indicated below, provide panels that are factory marked with APA trademark and that comply with PS 1 for plywood products or with "APA PRP -108 for other construction panels: For the following types of applications where exposure durability classification or span rating is not given, provide EXPOSURE 1 and rating required to suit support spacing indicated. Wall Sheathing: APA RATED SHEATHING. Plywood Backing for Electrical and Telephone Equipment: APA C -D PLUGGED EXPOSURE 1, fire - retardant treated, in thickness indicated but not less than 15/32 inch. Fasteners: Of size and type indicated that comply with the following requirements. Where rough carpentry is exposed to weather, in ground contact, or in areas of high relative humidity, provide hot -dip zinc - coated fasteners per ASTM A 153 or AISI Type 304 stainless steel fasteners. (. OFFICEMAX #391 PARK PLACE TUKWILA, WA > DIVISION SIX - WOODS AND PLASTICS SECTION 06100 - PAGE 2 09/95 ROUGH CARPENTRY Nails. Wire. Brads, and Staples: FS FF -N -105. Power Driven Fasteners: National Evaluation Report NER -272. Wood Screws: ANSI B18.6.1. ,� Lag Bolts: ANSI B18.2.1. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and where indicated, flat washers. Preservative pressure treat lumber and plywood with water -borne , preservatives to comply with AWPA C2 and C9, respectively, and with requirements indicated below. Mark each treated item with the AWPB or SPIB Quality Mark Requirements. Pressure -treat above - ground items with water -borne preservatives to a minimum retention of 0.25 pcf. For interior uses, after treatment, kiln -dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following: Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. Fire - Retardant - Treated Wood: Pressure impregnate lumber and plywood where indicated with fire- retardant chemicals to comply with AWPA C20 and C27; identify "fire- retardant - treated wood" with appropriate classification marking of UL, Inc., or other testing and inspecting agency acceptable to authorities having jurisdiction. F' Current Evaluation /Research Reports: Provide fire - retardant- treated wood for which a current model code ' ` evaluation /research report exists that is acceptable to authorities having jurisdiction and that evidences compliance of fire - retardant treated wood for application indicated. ri k Interior Type A: For interior locations use fire - retardant 4 chemical formulation that produces treated lumber and plywood with i- the following properties under conditions present after installation: No reduction takes place in bending strength, stiffness, and 6.,;;x. fastener holding capacities below values published by manufacturer of chemical formulation that are based on tests by a qualified p, independent testing laboratory of treated wood products identical to those indicated for this Project under elevated temperature and humidity conditions simulating installed conditions. No other form of degradation occurs due to acid hydrolysis E„ or other causes related to manufacture and treatment. Vl 1 11 2 OFFICEMAX #391 PARK PLACE TUKWILA,: WA DIVISION SIX - WOODS AND PLASTICS SECTION 06100 - PAGE 3 09/95 ROUGH CARPENTRY No corrosion of metal fasteners results from their contact with treated wood. Exterior Tvpe: Use for exterior locations and where indicated. Inspect each piece of treated lumber or plywood after drying and discard damaged or defective pieces. Products: Subject to compliance with requirements, provide one of the following: Interior Tvpe A Fire - Retardant - Treated Wood: "Dricon," Hickson Corporation. "Pyro- Guard," Hoover Treated Wood Products. "Flameproof LHC -HTT," Osmose Wood Preserving Co, Inc. t Exterior Tvpe Fire - Retardant - Treated Wood: "Exterior Fire -X," Hoover Treated Wood Products. Execution: Install rough carpentry work to comply with N.F.P.A. "Manual for Wood Frame Construction," Form E30 - "APA Design /Construction Guide - Residential & Commercial." Set rough carpentry to required levels and lines, with members plumb and true and cut to fit. Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite t side will be exposed to view or receive finish materials. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. c END OF SECTION 06100 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION EIGHT - WINDOWS AND DOORS SECTION 08100 - PAGE 1 09/95 DOORS AND FRAMES General: 1. Refer to general and supplemental conditions and other sections of the specifications required to furnish complete job. 2. Furnish and install labor and materials required for hollow metal doors, hollow metal frames and hardware. 3. Submit schedules and catalogue cuts for approval. Products: 1. Hollow metal frames as manufactured by Ceco, Republic, or Pioneer. a. Exterior frames shall be 14 gauge cold rolled Bonderized Steel, one piece 16 gauge x 13" long construction anchors, galvanized, three per jamb. Factory applied rust inhibitive primer. Back paint unexposed surfaces with heavy coat of Bituminous paint. b. All hollow metal frames shall be factory prepared and reinforced for required hardware. Provide cover boxes at back of cutouts. Punch frames for rubber silencers. 2. Hollow metal doors shall be fabricated from 18 gauge cold rolled Bonderized Steel, seamless construction, flush top, factory primed. Doors to be factory prepared and reinforced for hardware. Exterior doors shall be insulated with a urethane core. Execution: 1. Installation of metal frames. Assemble frame in accordance with manufacturer's specifications, with corners square and trim, neat and true. Check opening size and alignment before and after installation of door. No field welding. 2. Install new hardware. 3. Patch adjacent finishes as required to match adjacent finish. t END OF SECTION 08100 OFFICEMAX #391 PARK PLACE TIIKWILA, WA DIVISION EIGHT - WINDOWS AND DOORS rz ? :J»vas_) - PAGE 1 09/95 ALUMINUM Fk : =:2 4 iii`. ENTRANCES General: it 1. Refer to general and supplemental conditions of the contract and other sections of the specifications required to furnish the complete job. 2. Furnish and install aluminum framing system and aluminum doors and accessories required for a completed job as shown on the drawings. 3. Submit shop drawings of the system and all components showing sizes, dimensions, and installation details, including provisions for attaching to or accommodating other work. 4. Aluminum framing shall be designed and detailed for a wind load of 30 PSF. Limit deflection to 1/200 times the span. • 5. The total installation of these systems, glass and glazing shall be guaranteed for two years. That the entire systems shall remain noiseless, weather tight against air and weather infiltrations, distortion or deterioration. manufacturer shall inform Architect of any alterations to the design required to meet this guarantee prior to commencing work. All these corrections shall be made at no cost to the Owner. 6. See Section 08800 for glazing. Products: 1. Entrance framing and doors. a. Aluminum extrusions shall be 6063 -T5 alloy. Finish on aluminum framing and components shall match existing. Fabricate all exposed items used in conjunction with aluminum framing and doors from an alloy formulation that will produce an anodized finish to match extruded members. b. Framing at exterior shall be extruded aluminum, nominal 2" x 4 1/2 ", to accept 1" glazing, similar to Kawneer TRIFAB 451. Color to match existing. Thermal movement shall be provided for an controlled at the joints. Provide anchor bolts fasteners, flashings, miscellaneous sections, glazing stops, seals, etc. for a complete system. Provide drainage and weep system. Acceptable manufacturer's are Kawneer, Amarlite, Alumiline. c. Framing at interior vestibule to be 2" x 4 -1/2" to accept 1/4" glazing, similar to Kawneer Trifab 450. Color to match existing. t OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION'EIGHT - WINDOWS AND DOORS SECTION 08400 - PAGE 2 09/95 ALUMINUM FRAMING AND ENTRANCES Execution: 1. Before starting work, this Subcontractor shall carefully examine all structural elements over which the window wall construction is to be applied and all adjoining work on which his work is in any way dependent. He -shall verify all governing dimensions, including floor elevations, heights, minimum clearances between aluminum framing and structural frames and other dimensional tolerances in the building frame. 2. Where aluminum is in contact with dissimilar materials, treat contact surfaces with asphaltic paint or other approved method. 3. Erect and anchor framing to resist imposed loading and allow for thermal expansion and contraction without stress, distortion, glass breakage, or infiltration. 4. • All items in this section shall be installed level, square, and plumb, in proper alignment with adjacent work, in accordance with the manufacturer's printed instructions and approved shop drawings. 5. Protect installed glass units during construction. Attach 4, streamers or ribbons across glass, attached to framing only. It shall be the contractor's responsibility to provide adequate protection for glass installed on the job. Cost to replace damaged glass prior to final acceptance shall be the contractor's responsibility. 6. Periodically throughout the job and prior to final acceptance, glass shall be thoroughly cleaned. Use a clean, soft cloth and mild soap, rinse with clean water and squeegee. Remove grease, oil, or glazing materials with a solvent, followed by a normal wash or rinse. Taking care not to damage sealants with solvent used. 7. At final inspection, glass found to contain scratches, chips, cracks, its or other foreign marks of any description, together with all glass that rattles, is not properly installed or compound not even, smooth and clean, will be rejected and the contractor shall immediately replace or repair all such work satisfactory to the Architect. 4) • END OF SECTION 08400 e OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION EIGHT - WINDOWS AND DOOR SECTION 08800 - PAGE 1 09/95 • GLAZING General: 1. Furnish and install glass, glazing accessories and sealants. 2. Glass and glazing shall conform to the following standards, current edition: a. Consumer products safety commission safety standard for architectural glazing materials, 16 CFR 1201. b. Flat glass marketing association glazing manual. c. Federal specification DD- G -451D. d. Manufacturer's printed recommendations and instructions t. for thickness, curing, hardline, protection and installation. 3. Glass size and thickness shown on drawings are nominal and subjected to requirements of applicable standards and building code requirements. Obtain dimensions in the field or from the manufacturer of items to be glazed. 4. See section 08400 for aluminum framing. Products: 1. Storefront glazing to be 1" insulating clear glass. Acceptable manufacturers are PPF Industries, Ford Glass Division, Libbey -Owens -Ford Company. Vestibule glazing to be 1/4" clear glass. Tempered where required by code. 2. Clear silicone sealant to be Dow Corning #999 or GE SCS1200 . 3. All glass on job to be from one manufacturer. 4. Glazing Materials: a. Setting blocks, fabricated from neoprene or lead. b. Shims, Tremco CCN sponge and Tremco arrow shim. t OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION EIGHT - WINDOWS AND DOOR SECTION 08800 - PAGE 2 09/95 GLAZING Execution: 1. All glass to be fabricated to field dimensions and within industry standard dimensional tolerances. All glass used to have clean cut edges. 2. inspect framing system prior to commencing glazing operations, for proper anchorage, plumb and level, .defects or damage. Assure adequate drainage and weep system has been included in the framing system. Notify the General Contractor of any deficiencies that require correction. 3. Clean all sealing surfaces at the perimeter of glass. remove dust and dirt from glazing channels and clean all sealing surfaces. Prime anodized aluminum as recommended by the sealant manufacturer. i 4. Glazing shall be in accordance with the flat glass marketing association glazing manual and requirements of the glass and sealant manufacturer. 5. Protect installed glass units during construction. Attach streamers or ribbons across glass, attached to framing only. It shall be the contractor's responsibility to provide adequate protection for glass installed on the job. Cost to replace damaged glass prior to final acceptance shall be the contractor's responsibility. 6. Periodically throughout the job and prior to final acceptance, glass shall be thoroughly cleaned. Use a clean, soft cloth and mild soap, rinse with clean water and squeegee. Remove grease, oil, or glazing materials with a solvent, followed by a normal wash or rinse. Taking care not to damage sealants with solvent used. 7. At final inspection, glass found to contain scratches, chips, cracks, its or other foreign marks of any description, together with all glass that rattles, is not properly installed or compound not even, smooth and clean, will be rejected and the contractor shall immediately replace or repair all such work satisfactory to the Architect. END OF SECTION 08800 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION NINE - FINISHES SECTION 09200 - PAGE 1 09/95 GYPSUM DRYWALL AND METAL FRAMING General: 1. Refer to general and supplemental conditions as well as other sections of the specifications as required. 2. Furnish and install all materials and labor for metal framing, studs, track, screws, wired, black iron,.suspension devices, wires, and clips. Gypsum wallboard sheathing, joint material. 3. Gypsum drywall standard specification; deliver handling installation and finishing shall conform to the American Specification No. .A -97, the application and finishing of gypsum wallboard. 4. Storage and clean up per general conditions. Products: 1. Metal studs and lightgage framing in exterior wall shall be of formed galvanized steel, sizes as shown on the drawings, or as required to meet specified wind load. Acceptable manufacturer's are Inryco, Inc. and United States Steel. 2. Interior non -load bearing partitions, curtain walls, soffits and fascias shall be framed with roll formed steel channels, sizes per the following, unless otherwise shown on the drawings: Partitions 3 5/8 x 25 Gauge, 24" O.C. Maximum Height 12' 3 5/8 x 25 Gauge, 16" O.C. Maximum Height Above 12' -0" Bracing and miscellaneous framing, 3 5/8 x 25 Gauge. t t OFFICEMAX #391 PARK PLACE TUKWILA, WA ; <, DIVISION NINE - FINISHES SECTION 09200 - PAGE 2 : . OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION NINE - FINISHES SECTION 09200 - PAGE 3 09/95 GYPSUM DRYWALL AND METAL FRAMING Execution: 1. Exterior metal stud framing shall be set in tracks top and bottom, securely anchored to structural steel frame. Studs and braces shall be cut square and fit accurately, evenly spaced, plum and level. Fasten studs and braces by welding or mechanical fastening method approved by the manufacturer. 2. Interior metal stud partitions, full height: Accurately align top and bottom tracks, secure to floor with power driven at maximum 24" 0.C. Suspended framing shall be secured by anchoring directly to structural member only (i.e., joists, beams, columns, or channels do not fasten directly to deck). Where anchoring to structure is not possible, provide "black iron" secured to structure and support framing. install studs evenly spaced, plumb and level, screw to bottom track, and temporarily supported at the tope track. a. Do not fasten "floor to deck" studs to top track. Top track to have extra deep flanges, studs to be cut 3/4" shorter than span and held in place with Gypsum board to allow for deflection of the roof structure. Do not attach Gypsum board to the tope track. b. Fill all voids in fire rated partitions with approved non - combustible insulation material. 4 � 4. Suspended construction (curtain, walls, soffits and fascias) shall be framed plumb and level, suspended from the building structure. Use black iron or unistrut channel supports between building frame member. Do not suspend from the roof deck. Provide lateral bracing at 4' 0.C. 5. Gypsum Drywall installation i. a. Ceilings. Install with long dimension perpendicular to main runners, stagger joints. Screw attach at minimum 12" O.C. t . OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION NINE - FINISHES SECTION 09200 - PAGE 4 09/95 GYPSUM DRYWALL AND METAL FRAMING b. Walls and partitions. install horizontal, stagger joints, with all joints and ends supported on framing. Maximum variation from a plane surface in areas to receive ceramic tile shall not exceed 1/8" in 8' -0 ". c. Install accessories plums, level and true to line. All outside corners to have metal beads. Edges exposed, or .. OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION NINE - FINISHES SECTION 09900 - PAGE 1 09/95 PAINTING General: fi 1. Refer to general and supplemental conditions as well as other sections of the specifications for work required. 2. No finish required on only those areas where factory finish is indicated. 3. Furnish and install all material and labor required for field applied finishes. 4. Prior to proceeding with work, the Contractor shall obtain color schedule and chips from the Architect. Submit finish samples for approval. These shall indicate color, type of paint, manufacturer and quality. 5. Painting to be per color selections as listed on finish schedules on drawings. 6. Do not work outside in damp weather or when temperature is below 50 degrees Fahrenheit or until surfaces are properly dried from the effects of weather. Provide for proper temperature control and ventilation. Do not work when areas are dusty or insects are present. 7. Take care to store material properly. Prevent fires and protect areas from damage as a result of the work. Do not store oily rags. When work is completed, clean up and remove all materials from the premises except leave one gallon of each color clearly labeled with content and where used on job. Properly mask areas and protect all phases from straining or damage caused by paint storage and use. 8. This contractor shall inspect surfaces prior to commencing work. Report any rough or unacceptable finishes and direct their correction. Failure to do so will result in this contractor's responsibility for corrections due to unsatisfactory finish resulting. 9. All shop applied finishes shall have material provided with stripable protective film. t t 4 OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION NINE - FINISHES SECTION 09900 - PAGE 2 09/95 PAINTING Products: 1. Field Painting a. Materials to be highest quality of Glidden, Pratt and Lambert, Sherwin Williams, Benjamin Moore. In the paint schedule specific manufacturer's are identified. All Paint shall meet ASTM E84 -61 fire resistance tests. Submit complete list of materials to be used. b. Paints, thinners, tints, primers, etc. used on any one surface shall be from the same manufacturer. t c. Mixing and thinning shall be done in strict adherence to manufacturers directions and standard practices, as approved. Undercoats shall be tinted similar to finish coats. 4 d. Paint Schedule: Refer to drawings. Execution: 1. Surface Preparation a. All surfaces to be painted shall be smooth, straight and true, left ready by the installing trade for final preparation and painting. painting subcontractor shall inspect all surfaces prior to commencing, and report deficiencies to the General Contractor for correction by the appropriate trade. By proceeding with finish work in this section, the subcontractor accepts the surface as satisfactory to receive paint. Any finished area or surface rejected by the Architect shall be corrected and repainted at no cost to the owner. 2. Putty all fastener holes, fill cracks and joints, and sand smooth. Coat knots or sappy spots with shellac. 3. Paint shall not be applied at temperatures below 50 degrees Fahrenheit or in damp rainy weather. Do not apply paint on a surface which shoes moisture content above 12X. 4. Paint shall be applied in the number of coats and at coverage rates indicated in the paint manufacturer's specifications. However, paint shall cover to the satisfaction of the Architect. Apply additional coats where directed, at no expense to the Owner, to achieve satisfactory finish. . .•.. •.,'' .r •::. .i3.Y••v w.v m* w* n.....,. re+......+. n..•+. w+.......... wwwr. w .rw.+.aw...iv.'.Y.tn.TN °.+m['N: YYrM.U.rn°duxl'ar.. . OFFICEMAX #391 PARK PLACE TUKWILA, WA DIVISION NINE - FINISHES SECTION 09900 - PAGE 3 09/95 PAINTING 5. In general, areas to receive paint finish are indicated throughout the drawings include the following: a. Finish woodwork shall be back primed. b. All exposed metal, unless noted otherwise. c. All light fixtures trims, grilles, vents, panels, switch and surface receptacle plates, access doors, etc. shall be finished to match the surface in which they occur. d. Visible surfaces behind registers, grilles, diffusers and vents shall be flat back. e. Top and bottom of all doors, back paint all frames. f. Wood blocking or supports in contact with caulking or sealants. g. See electrical and mechanical specifications for additional items requiring paint finish. t 6. Exposed structural steel at canopy provided with shop primed, painting contractor to remove all primer rust, scale, rust, prep for smooth finish. 7. Protect adjacent surfaces. Mask and drop cloth. Clean overspray, splashes, spills, etc. Touch up and restore damaged or defective finishes. 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HERSCHMAN- ARCHITECTS E ic e Ma , _ Date Issue w� °� 1 M, C O R P ..-,� 9'1199% y D°R F T. cr 23625 Commerce Park Rd Cleveland, Oh. 44122 , 1 TUKWILA, WA. �9r 2 t+�° 12161464 4144 - Fax /2161464 6592 - m w aa'hcn ry tr / n.... d oo IT t rpoa ..ul , 6 1 p. 1 IMS .aen ne 5 0 coo- pr'r .t' .eu..;e.a..wn ter wroow am. uw 10 6( n.nea 0.r 0, c a ., ..:. � paEMR�O 1.1-0-1 ��gfptM .Itl.n Cen.Ml bl G 1Yrx IK Mi�n. ArcNhcls, boryNal.e ... I s : " anlr9T 1 4 • Milli. ■I 03 / II4• -9" / 3e'�" A. 3e. 1' 38_3• ur a D R 1 6 1I 9 'EII y n o $ $ w -i 1LA .1.!:11 I O Q O ` a A IuI� I I rr 1----'' I ® I d I 0 1, 0 1 S 4 -0' 9.9• 9' -0' " 10' -0' — 4 -0. 1 4.0 10' -0' 1' IG b4 ' , ,,,, ,,,,,, R DIM. - REP. DIM ..,,,,, ,,, III _,___ , I yy -. a ' 2 . c ito ,I{ I A m. ll I\ II W41.01 I 3 I • i I rn g ' ®�l0 ® ®1 i • "-7 --„F, - _ N r L J- -- = A ; 'f..-.§', \ lg, 0 — — \ IHIII lIH(Hi l ll Ilil I il 0 ,09 _ 0 Oil iii �� ° ° ° o Om x m ^ ® a ` . C u . 0 -I 11 i I I I G; ,CYNR IAA�IIA':9s,!�� OFFICa1A%,119(WlA WA- 4104 REGISTERED \ , Am G. HERSCHMAN ARCHITECT F '� '�c a ARCH! CT t I N C O R P 0 R A T E - o CONSULTING ARCHITECT: Date Issue ,� h� .23625 Commerce Park Rd Cleveland, Olt 44122 ® 1 TUKWILA, WA. 9 -7fi -95 BID /PERMIT TUFNE (2161464 4144 FBx 1276/464 - 6592 TURNER ` 8C ASSOCIA STATE OF VlASHIrrOroNf o.aw w consv�cno o na r q. - xa a STORE #391 18420 24th Place N.E. Seattle, WA 98155 (206)965 -7431 Fax (206)965 -7504 cocas Mwa w I 0 wr cn •.wc Tne t m m �a m. - - - - a au�lbe - W c M Y lac k l G[o1S146 � �Nwt az asaa �vnttan momen a G NanU an Arwtacts. NCwoae fi}`G Of=rx±4. 9 /A6 / • 1 "r �.� = u! s $xDe of JTRas'IDRC' '.: ' - I . I NOT A?TACR TO TRi 8001 I.E. w ' \ p ' Re a sreK. o fan -7 s.1 /:• Derr. N - ? y \I [ QR 77•Nr /n; fo TaeiR ia NerAL D7110f. [ _ 2, S 1 4.„ r 1 n 12 OA: SRAM N7RE w 1 T / • 7•. •Y 7 I/S : fa M. - #. I VCR ' ANC Of ¢ r • 3 . ` .' 1 I �- 1 I ' T IO R AL •g1Df r0 >< /AaR'•arR SROROANIa . 4 ,1CM R :: g . '' 1 1 I 1 • ; aS C uff L NA T L f r-a.0 . TCAL ANCLE o A5 d, • - .. •; (I • INIrRI RR@IRt TNa n ueR 7e f711a.. 1 w p / 1 n DICK our isoLAfR STITal VI l IWIYrns • irNUe rvN7 foana7 r R ANi fRll o► �1 •,... N S ` 1 1 1 1 tu•a . ILaT .. . I I 4 4' serL[RIaR mous?N®rr f0R' R00►- AS YM • p CROSS RL.iE F • .. 1 1 - .'1.1 IAAaO T 7 7 /f .• . : Nr ira ...! sus 13 W I I ►IIRiL Irn ) VAN RIMER 13 //..,://' , ,/> . - - iRANlw • 1f O.C. frT► .. O) 4ND6ltriIDS 1I '. ',1I • Op aiwUG(VK8 I i' TYPICAL CEILING SEISMIC BRACING m La CPA 51B &L- �- 1 e.a . ot AA' al. N w.gi CHANNEL BNT - "1 >F� We pL4u•0a/.f.(nY EKTE:uO Tm Ko1L 11eM1 pit 10 - 1 1 1 1 CE OA ONE SHOE. see PI.a'R Pl.a/0, - °' 1.4 561 Mil" yFI • I ' t7C1 WALL •vNCEPIy - I I 1 - C VAX 0. .AAA (mow. Noi INIECF6rE tb41. ! _-.. a . WITH Y/rOr 1 rULL s - RANGER R[ • . a L "CZ • D%.. orb � . 1•6F LEvt lol� • I 47e• I METAL FRAMING w - r. I Za &A TAv NA76 �' i t wwlr a - WILL EIT 8E • - m sw p T 1 wrNers 17711 3 S! /`' OR 1• a n 5o' DFYWALL • - - eie As to • - 1 1 , sS•1w1 OfrAA Rawls -0HECI( PLOOR PLAN - 0 - e 1 (PO NAT 4LI2EN - . P _ Q 44 °0 olri I .• , 10 /too. e To M1 . 216E1... 6NANNEL) AT ER STA R KWIC W FERRETED AEStsER • V W' p • /Aim 7711. • TRAM A T S TARTER wALLS A7 OPPOSITE WALLS E .a . •arc v0 a :Noma srva, n•rsaE ... -.n OHSZ RGho- 234 8. - W �! ate ibex. w uif 1 - RUPIERS AT WALLS H a rn ' • fa' O.C. - NRTAL STUN :7D YtL RIN. f n WLou( G 1 La7L LOMC177. = O r. . TOP PLATE DETAIL s WALL S s CEILING SEISMIC BRACING 3 a z • lr.AL6: 't. J -o• A 5GALE 3' . I,_b, A 7 . NO scALE A7 C7 0 • Z Q0 • Q 1i ' f Q W LATERAL SUPPORT w1E MUSES WT. OR IIDRE • = W N 1 j : . ' vATIN 3' Of EACH COVER K p/ �-. m ' LGHT faT1AE MAY WIES C01fEC7 2 SQ OA iR714L p^ NppORT WNW AT AS SHOwHI A('O FASTEN TO FACE COVERS Of EACH ir WE Z �' m ROOF /W( OR'�Ar W I T H TWEE PULL WRAPS AMUR E- NM.. TIN Cr WISE SUPPORT %WE 9.PPLCS 3 WRE TUNS EADI CONNECTION /Np GTRACTdE 0 E� O 5...‘.. 5 �7a1T S[LTaL - - PONT. ME SIAPDRIS BY x..F0CIAE WT. SSP . (N M MS 91M1 /E LINIEa •C01CAL CEING OOf/TRAC70R • / 6 a lba 13 •1 -BAR• CEING BRACING. SEE HEREON 1@ �R.1 SR O J� E +..1 AW CLIP NA LT -2a TWIST RCPT `LTD IN •• � - SlffaT Y ITX . A11ST ELMPS y - NE F IX TU RE 'E' T"0A(�' . OCTAQ.V JAM Ask _ T (TYI.) SUSPENDED CELNG 168101 RTO. TO UNIST.UT AS REQUIRED _ .GIS !ENA L7-207YI STKIICN (GRAY) RL(G. • ' • �I nCICA�. /pE �(L�N�� IBS a I p 110111 IIII IIIIIIIIIIIIIIIII111111111111 0 <OV wTAL N ALlDE _EOUIIED PO! SIE'iIIC�2QE5 fIxTURES R SS•ENIEC rXTLIE (T..) � .. G FIXTURE OETAIt - orsoart • . . ' AS � �4 a /// ���11(((III - PORED 01aVEt1 re: • 26. 0.C. . / MSS. TEES r � w °!°S 7• M , lam ROWER 0 , CROSS TEES • W• 3 , . PARTITION SECTION 5 0 LIGHT FIXTURE SUPPORT 2 Y o • N SCALE' - A7 NO SCALE A7 ® F— 3 S/C IO Cw" Stt TO . . q KIM. ST(A. ' 1 N T (ftR C a. C • TAPPNG SCREW RO CEE GRO AND STRUCTURE ANC* TO SETTNG TUBE ABOVE THEN NSTALU B0.T 1 I - . TO SECURE OPE TTUN DE noCt srRUCTU7E, cn ai IRARM vaEwgDE or FLOOR OR OTHER. [USES SHALL LM ROOT. SIRUCPUE ABOVE BEM STIR LEG (I) TEN SCSCREWS OPE ANOT HER AT LEAST a• ANCHOR PLATES _ 7-7— CO - , ( RACNG SEC!JQ N tutu ExrEND[O POSITION ,/2• • ELCt; COTaI>Cr fT1(N wwa> slue. AS SK' - :.. M. SP (AN 1. V -0') , /1 • EIEC: C OTQA T lTHr11 wALL) ORLL S /3T HOLE NO IT HECHT GREATER THAN A•-P •T -B C ELD4 MK INSTALL 1 ALL /C BOLT AND ' S - q� r.Rlt"M" bnrbrrNRN LOCIUNC TNT � �. 3 /1••ELEC. COrdKT (TI/II WALL). �" � E; /Ip .Ar ..s•••Y T. •Ilaw wll a la a.n7.•awY • ' BRACW SEE 1EWEOPI } • ELEC. CONDUIT (TIa1 WALL) V Y S 'Y •111YIIIn���' mner. mew rrw rlrNauw.nwb v f HEIGHT GREATER TXAN 14•-0- v 7 Y•rp a•iK..p• a Mpl.l 1' r i:1.rosAr .wr. w.a ( Y• . a CITY OF iUN'NILS Q''' c v f L sngae oo V000 S A �.l o( 1 . W a.r ) it /dmlaaRaO•waNma N nq.aau+Olwlr. . ' SS /A' r5'CA LEEK STUDS 11 T! ANCXCR PLATE • ` ' DeA BRA MAX, ALIENATE. TO A - I I. APPROVED . i 0' p C. . II A nw•Ilay.rY••n.••amrwNgNOr BR A C rIG SPAN GREATER TNAN TD DEC 0 0 1305 T W . V•Aa alNea( O' ( I 3 5 /!. x RO GA -A. . • 51 4 • r •rpa 4 � SU7/poEO C�L71F RUNIOt • .� I ufhU mI • s N ^T • 1.. N , OULUN , DIVSIOiN CC. HIi 6A8E 19AACI(1T ANCNOW.PUITE Nu unuuuuUl *\,, TRY oNOaa RPL. Narll..a•9 , s YfNMa Nrq N...em.IRNYmuNW , tr •. L aN•..NrNpN W..1 CEW TLE CUr OUT:AS ROD 1 �� me, ewe, � 5 Wawwws RAMBS/wPRNMN Wvmgri •101 A:1010. Code II V7(TL lsa _• •l q T r" .1.0.••••"1"'14 _ " - ' Silk- STIR LEAD TRACT C - S i) - T SC LP T MPh : SI.07 ETO Of TI!« TO CROSS " L (MIYNYYN) OTru WY uT .P0. .Nta SWa r EACH END OF BRACNG PIT CEA11G RUNIEII _ U ' r 2 An•.�N> R Qa.U(MI• k..00 4( STUDS • • t•• Q. C. ' - TY OF N I Y �'w f...T rA•1. M0. . v oC10.vP.o u000 T A R Y RITE (o1Ri ∎AGLE 4 CAt cI CC ) ' 8 . P W ER'DRNEH AN, • 24* Oa + oui.. IG LAM or APV DEGREE ACE ST R C uT iops a o o uNL OCT 0 3 1 „ 1 A . SK NDi[: ' wLIATE o3 E R ., y ALL RAK SLCURED r 3 RIMf7q 11TH ORE U v r 1E { ; A/PROY. T fI1CY N10UECRDN : fROY ,,,,o., WALL PERMIT CENTEq 2 rd ± • ANCHOR PLATE DETAIL 7 PARTITIO SECTION T -BAR BRACING DETAIL -1411- d ^ ' I►- A7 NO 5GAL� IA� � NO SCALE 1 0 •6G. TO FASTEN TEK SCREW - a • ' SLIPPED . TRU55 is a ,�. Ea -- - �-I4 � AFP F . TYP. OF THREE Lo . E, TRu YURE 4 6All5E As PER 'IW is TWFlb = aP ue�ilr ¢ U w - AC i \ UP TO NOR, UN151TtUT SPANWNb 4 ® BETWEEN BOTTOH GiORD OF ` F / ".I'-0 I -0' / -0 / I• -0• / s ¢ Q RCOF BAR.JOI5T5. � T . w 6. r ? Via d ❑ ¢ add S AX NEEDED ON THIS SIDE -\ \ ` �S _ 4� _ _ 'FN�1bR PQIfITb - r ` jyy � // � 5� Yc� OF TRU5S SPLICE .JOINT. \� . / rtvP aF B) FACTORY APP LIED. \ . ,® L// E Ate / TY P. OF T HR EE ENDS.- `� ®' ewKl¢r (f wsepl� IO - .......)m sN h R SLEVE. ' ��T'°"�"� � �eY a�iGe Mnx y \ �� ','s PLATED gib WA P E DETAIL • SUSPENSION NPOY W/ \ ` SUSPENSION BRACKET \® ® ' - - ® ® � ® � ®� ® ® ®�. ®.1 - ®. I �ri MUte • DENOTES ITEMS PROVIDED BY • RED TUBETRV55 6.... , � '.. - Q Ld.V eLEG*PONiG4 m 7 O o, TRUSS MFR. THAT 6G THEN INSTALLS. `' 'C/ yynpp `��• \ A Off) - TRbi STS�p� • \� • TRUSS END GAPS. f— SIN! arl>;itne N TUBE TRUSS DETAIL 0 TUBE TRUSS ELEV. /COPY- CENTER NOT TO SCALE TRU55 MANUFACTURE NO SC ALE -4 j, PHONE M I A SOO I 43 - O RA L SYSTEMS. _ SECTION :ELECTRON 3 .. U W vZ, m A6 W m ° = U v, w PAINT R 24 LETTERS "- HIGH x I' THICHITE K FOA ' - - o O W ITH WC vi 1 2' -O" x 2-0 SCREENED AND RED RETURNS, B OFF I M L 2" GH x I' ^. AM La TERS z I LOGO ON 1 /Ib" BOARD, 1 r12 TTEF7, BLACK VINY r BY OFFICE MAX / B MA \ RE Q ETTERS O N WALLH HI BLACK FACE S • NDRE Y OFFICE MA TURNS, BY OFFICE MAX - C'3 �• ; - 2" HIGH x I' CK FOAM Z o� .. rPA LINE, RED ALLSURFACS, o� � BY OFFICE MAX THI ~ 111 PAN B J �+ 1` of u6Hr FIxTVRES (M AY OGGUR SIDEWALL, Z ::!. INT W 14.-°. AFF 7 IE � Z � O . FROM 10•0 To DEC Q • 1".n p D ww Than you for shopping w — — — - - BRIEFCASES U �7 c LA la• all C7 1 Y RIFY IN F LD) (( ��5�� {{ nn appppp OfficeMaz E. my ' EDER6ENCYLIbHT � e�Jtl ©IR' N�W ��UU�� _ — ACCESSORIES al PAINT® , 0 0 - _ GHEGKSTAND Q .. 3 W M FRONT WALL ELEVATION 2 3 ' , 4141741 NO SCALE A6 3' -O • x 3' -O" BLACK L' SHAPED. CHANNEL WITH 24'01.21 IGI4 x 2 THICK FOAM LETTERS PAINT ®� 2' -O' X 2' -O" SCREENED WITH WHIE FACES AND RED RETURNS. - - - LOGO ON I /Ib BOARD, CENTER VER COPY CENTER " BY OFFIGE DASHED LINE INDICATES / L� . DASHED LINE INDICATES • \ CITY OF TUKVJIL9 / - TOP OF SI6NA6E /BOTTOM - TOP OF SIbNA6E /BOTTOM OF LIGHT FIXNRES AT CENTER OF OF LIGHT PIXM2E5 DEC 0 6 AT APPROVED OFF ICE MAX.5 - 14' -0�AFF — EMERbENGY L bHF � �k _ . 1- cTrei 1595 .. BUILDING DI � $ ''ww vJ� N o$ 1 { I L10 o,ia.. E — PAINT_ WO > �. • PAINT 8 h O ( . sill O z--, m § r SI to ER ' �9 cc V iq g a 4 T/ 7 El 61 9 ' . , , . /f- — - -111 Q !.,1: u ° �\v i , � . i SLACK ON YELLOW PRINTED - -- 1 / Z a ` „sg 5ERVIGE 51G. BY OFFICE MAX, _ Qb” HIGH FIXTURES OCCUR, Q PRINT G DCOUNTER (SHOWN DOTTED) - -SEE FIXTURE PLAN, SHEET FI, FOR LOCA - < a g SE FLOOR•PLA FOR;DIMEN510N5 AND S,HE E1 A3, DETAILS m • "s t SU5PENDED FR C'N RU5 5 'i(R E D),� T'r BE ,cE,, V' o SI CITY OF TIIKWILA - - 5EE LOCATION ON'GEILINb P BLAGK�VINYL BASE. DETAILS THIS SHFFi ' : __ - OCT 0 3 1 " "5 E g OR „IMEN50fr" SHEET Al R EAR WALL ELEVA TION " 1 FEXNRC ° 0 I v NO, SCALE A6 h o - a N � ' E • ■11:....) , . , , ` ,- , - -' lEcoORDINATE WITH EUILDIN& SPELL DRAWINGS. - . LOCK. SCHEDULE . DOOR SCHEDULE OFFICE ...................ENTRANCE / OFFICE LOCK „ RESTROOMS ..............PRIVAGY LOCK NO. • �- • v HARDWARE - FRAME NOTES LOUNGE/ OTHER ..... ........................PASSAGE SET g3¢ BALER � � GENERAL SPECIFICATIONS 'i . - r e" LEwe 'S mole - tee GASH ROOM / STORAGE I. BALER TO BE MANUFACTURED BY EPCO 800- 836 -2253, MODEL .STANLEY DURA -GLIDE 3 000 AFIR OPN6 H6T.-6] /�' Za 0 DI -PART WITH TRANSOM STANDARD 5 E ROOM /WAREHOUSE / • E MB16 ®P GKpIT OPNH .159' INSTRUCTIONS ERGO 3-11. (BALER SIZE IS 3' -2 "D x b' -4 "W x 12' -3 "H AND IT # 10 - 3372 SPEGIFIGATI rlcy Nat no STORAGE f+t70M5...... �CHL E ORBIT SERIES WEIGHS 4,500 L85). � I� - w wz THE USE OF THESE DOCUMENTS 15 RESTRICTED TO THE ORIGINAL SITE FOR P' R F 1�P DOUBL' ��� ANDA • - • v' . - 6. =Y SUPER _ G O R SE l� To o WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS WAREHOUSE STORAGE ROOMS ACTING ACT DOORS. SEE DOOR HOLLOW METAL SERIES 2000 -MD -IA KEYING SCHEDULE (WHOLE OR IN PART) FOR ANY OTHER PURPOSE IS PROHIBITED. TITLE TO NOTE BELOW. - (10 GAUGE ) S6 , DE7. I /A5, 2/A5 E LOCKABLE STORAGE ROOMS TO B CHAIN LINK OVER 2 x 4 NON- KEY M - MGR'S OFFICE/EiJTRY DOORS THESE DOCUMENTS 15 PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF HOLOW METAL . THESE RESTRICTIONS. GOMBU5718LE STUDS AT I6° O.G WITH CHAIN LINK TOP OVER 2 % 6 3' -0° X 7'-O" INSULATED I. S. a, 5(sla m L coNwcT -- PEEPHOLE AT KEYS M 4 A - GASH OFFICE ", " Ix o NON -LOMB STUDS AT 16' O.G. (10' -0' AFF) DOOR TO BE 3' -O" % b' -8' SOLID =; " �- (4" HEAD L ® KEYS M 4 B - FRONT STORAGE ROOM - D� =- - To •,RY LOADIN:- D •- -•R KEY M. - WAREHOUSE STOR. ROOMS = I. o THE A.I.A. GENERAL CONDITIONS, CURRENT EDITION, SHALL APPLY TO GORE WOOD DOOR IN WOOD FRAM WITH I V2 PAIR BUTT HINGES AND m P RH. • THE PROJECT. A COPY OF THE CONDITIONS 15 AVAILABLE AT THE STOREROOM L. EACH ROOM TO HAVE (5) - 24" DEEP 3/4" PARTICLE II . 3, 4, 6, 7, 10, II, 14 HOLLOW METAL - AT RESTRCESP20 AM M a MASTER KEY- (5 KEYS) a OFFICES OF G. HERSGHMAN ARCHITECTS, INC. BOARD SHELVE-S 5 ON ON HEAVY DUTY ADJUSTABLE BRACKETS. STANDARDS TO BE ... _ 6 -0 20 MIN FIRE RAn --6• a. x N So• va . AT LOVN6E • AFF To TOP A = SUB KEY (2 KEYS) oaOR y y HEAVY DUN (I' SLOTS AT 2 0.0.) AT 24" O.G. , OVER HORIZONTAL I X 4 FURRING T� .. B = SUB KEY - - -- (3 KEYS) ' o '- GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE AT 20' O.G. VERTICAL. INSTALL 3/4" PLYWOOD OVER CHAIN LINK o PERIMETER 8I . uTC e m . CONSTRUCTION PERIOD. IF STORE PHONE IS USED BY GENERAL OF DOOR REFER TO ELEVATION THIS DRAWING. OVERH -OCR 61391 coNmACrow CONTRACTOR OR HIS SUBCONTRACTORS, A PREDETERMINED SUM WILL BE CI ' ' FIXED VIEW HOLLOW METAL m O DEDUCTED FROM CONTRACT AMOUNT. GENERAL CONTRACTOR 13 TO VERIFY EMPLOYEE LOCKERS ® 4' -0" X 4-0 ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS, IN WINDOW MOUNTED AT 36° AFF. PARTICULAR, CEILINGS HEIGHTS, OVERALL WALL DIMENSIONS, CONDITION REPUBLIC VISUAL LOCKERS./ LOCKERS PER STORE (1 GROUP OF 4, Lo OF CEILINGS, CAPACITY OF ELECTRICAL SYSTEM FOR NEW LIGHTING LAY- CO AND I GROUP OF 3) C . S IZE T O BE 12° X I5" X I2 - -- 6 HIGH BOX LOCKERS). O 3'-O" X 6'- SOLI GORE 3 , 4 STANDARD - OUT, ETC. GENERAL CONTRACTOR IS TO REPORT IMMEDIATELY TO THE VISUAL DOORS. OLOR # 1-#42 TO BE BIEGE. FLAT KEY LOCKS. NUMBER PLATES . WOOD DOOR. WOOD ARGHITEOT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE MUST BE FULLY ASSEMBLED AND SECURED TO WALL AS REQUIRED m o , BY G.G. # - 3 04$ FRAME s. STANLEY DURA-GLIDE 3000 STANDARD SEE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK. LOCKERS TO HAVE BASE AND SLOPED TOP. G.G. TO PURCHASE LOCKERS FROM, ® STANDARD, 1 5 y SINGLE SLUE WITH TRANSOM SP IFICATION ,C - ALPHA -0ME6A SHELVING, I -800- 222 -8646, JIM OR BRAD. 1 - T - >/ r - _ _ .- . � , , SUPPORT PLATE, SUBGONTRAGTORS FOR A PE RIOD OF ONE (U YEAR COMMENCING WITH THE m GENERAL CONTRACTOR 15 TO GUARANTEE ALL WORK INCLUDING WORK BY HIS POI 2' -6 X -0' • �R •LL• MET' R15H PLATE AND PULL INSTALL • LAVATORIES • 9O 3, 4, 5, 16 2 p MIN FIRE RATIN6 1 /6• X 4• X 14• HI N W ti MET DOOR DATE OF TOTAL COMPLETION Oa) STEEL PLAre NCH LIST) OF THE WORK. MALE AND FEMALE TOILET ROOMS INDICATED ARE IN ACCORDANCE WITH I, 9, 4, 5, Ib (SHELL ON BACK OF JAMB I�Pt - .� U E•" "7y N PAIR 2 -6 X1 INSULATED H OLLOW METAL �' AT ToP. � I ...,1 gp ,c ,, ALL MATERIALS SPECIFIED ARE TO BE INSTALL ALL ACCESSORIES 1O ED IN ACCORD WITH ALL CODES HAVING JURISDICTION, INCLUDING ADA. HOLLOW METAL DOOR 6 (TENANT =0O ■ 20 MIN FIRE RATING I - w.4 MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. GENERAL INCLUDING TOILET PAPER HOLDER, SURFACE MOUNTED MIRROR, PAPER _ _ U H CONTRACTOR 13 TO CONSTR./GT PROJECT IN ACCORD WITH THE DOCUMENTS. TOWEL DISPENSER GRAB BARS AND HANDICAP FIXTURES TO MEET ALL MPACT ... -.- q1) . V. ', M- ; _- • - _ T'� .• -IS • INET - 0 Q k• ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS WITHOUT ARCHITECT ADA REQUIREMENTS. r . -.. ,- (ALL F - - . - M - ARC SPECIALTIES I rJ) APPROVAL ARE AT THE CONTRACTORS 01 RISK. 1 E IN GENIE C. C/) 6] a•o• ee . IT 6• 36 GB. I. WEATHERSTRIP/THRESHOLD. AT me v4/ (4) 5/16" BOLTS. OPTION 11 < �i • �^� I 2. DROP ARM HOLDER SHIM AS REouiRED. OFFICE MAX SUPPLIED MATERIALS 3. I I/2 PAIR BUTT HINGES (STANLEY FHB LINE). T ''FICAL EACH SIDE. Upg, S ELF OL051N6 o 4. CLOSER (ION Z SUPER SMOOTHS). .r OFFICE MAX WILL SUPPLY AND INSTALL THE FOLLOWING, 5. PANIC HARDWARE ON DUPRIN SERIES 99), PROVIDE CONGEALED JAMB /HEAD DETAIL AT DOOR #2 O ' c,., VALVES TO REMAIN VERTICAL ROD TIN65 AT PAIRED DOORS. f' g. d' I. INTERIOR AND EXTERIOR 51GNAGE - OPEN ATLEAZT N O SC ALE 10 SELOND3. I I/4" RGVND GRAB b. L OCKSETS (SCHLAGE D- SERIES R 626, RE FER TO LOCK SCHEDULE). .J �i .I, 2. DISPLAY FIXTURES AND GASH REGISTER COUNTERS I BAR I 1/2 CLEAR 1. WALL BUMPER (IVES 402 -1/2). M W • 3. ALL LIGHTING AND PLUGMOLD IN DISPLAY FIXTURES. '-6' I . OFF WALL 8. SECURITY ALARM (HONEYWELL LOCAL DOOR ANNUNCIATION SECURITY 6" METAL STUD (/) Z 0 ALARM, SEE SECURITY SYSTEM NOTE, SHEET A6). TOILET PAPER TO DECK 9. STOREROOM LOGKSET. Z 0 N 2 �, p � 10. b" x 8" 51665, ( ) TOTAL AS FOLLOWS: 'TOILET ROOMS ", "WOMEN" AND "MEN" WITH 2 X 6 NON 00118 - ® ti DRYWALL AND METAL STUDS \ ��� - RAISED LET7ERa, BRAILLE SYMBOL OR ACCESSIBILITY AND PICTOGRAMS, MOUNT BLOCKING AT JAMB - V F 1. WALLS TO BE FRAMED OUT WITH 20 GAUGE 3-5/3' METAL STUDS, AT n m VALVE A T 6 A FF TO CENTER -LINE PER A.DA. REQUIREMENTS AND CALIFORNIA AND HEAD 24" O.G., AS SHOWN ON DRAWINGS. - _ G BUILDING ORE (TITLE 24), SECTIONS 3105A(b)I2 AND 3105A(e)10. _ 2. ALL WOOD USED FOR BLOCKING OR FURRING TO BE FIRE RETARDANT m^ \ 11. STAINLESS STEEL KICKPLATES AT LOUNGE AND RESTROOMS. ! OPTION 2 1 TYPE "NON - COMBUSTIBLE'. �� B I 12. PADLOCK HASP (SGHLA6E PL - 4001) ---- - ARS 5. ALL DRYWALL 13 TO BE TAPED, THREE COAT SPACKLE, AND SANDED SHALL YUTHSTAND ),leil 13. CYLINDER LOCKS TO BE SCHLA.E 20 O61 626 MORTICE CYLINDER. PRIOR TO PAINTING. ALL CORNERS AND EDGES TO HAVE METAL 2506 POINT LOAD 14. 24" x 10• LOUVER 0 RESTROOMS. JAMB DETAIL AT DOOR #2 BEADS, BEDDED AND SANDED FOR FINISH. VISIBLE JOINTS WILL WATER CLOSET GI.EARArLE9 15. STAN -RAY MOTION DETECTORS (2), STAN -GUARD SAFETY UNIT (I) - FINISH TO NO SCALE NOT BE ACCEPTABLE. MATCH STOREFRONT FRAMING. CONTACT DENNIS WODOWSKI AT (800) 332 -4114 4. ALL EXISTING PARTITIONS TO BE PATCHED AS REQUIRED. FIELD FOR NATIONAL ACCOUNT PRICING. VERIFY 1 MIRROR 16. ASTRAGAL ON RIGHT HAND DOOR CTIS 5. ALL EXPOSED CORNERS AND DRYWALL PARTITIONS IN __ ' CORRIDOR" AREAS OF WAREHOUSE TO BE PROTECTED WITH 3/4° FIRE RATED I,4' PAL15HED --ROOM FINISH SCHEDULE PLYWOOD TO 48'AFF. i PLATE 6L. 6. ALL EXPOSED DRYWALL CORNERS IN SALES AREA TO BE PROTECTED MIRROR - - - -- - - -- - -- -- - -- - - - -- -- - - -- WITH 44" STAINLESS STEEL CORNER GUARDS MOUNTED 4' AFF. € Hof WATER 4 MAIN ROOM WALLS FLOORS BASE CEILING PIPES I To PROTECT LAN. SHALL EE ._. ______ _ AVAILABLE FROM M - ARC SPECIALTIES, - 800 - T6 - 1370 SOAP V OR INS OOt�. DRAWS IN ALUMINUM FRM6., VINYL BASE AT DRY DISPENSER . £ NO SHARP OR rO PROTECT CT NS ANAINBT VESTIBULE DRYWALL, PAINT ® VINYL TILE 3 DRYWALL PAINT W 3/4 PLYWOOD • • CONTACT. n A A E SHALL BE BRASIVE SEE SECTION 6 /A3 OVER CHAIN LINK _ _ 0 CEILINGS FALL` UNDER LAY DRYWALL, DOORS AND VINYL TILE 1 2, VINYL BASE EXPOSED 5RU GTURE � F �I <A �: 'd�C `/ d -•• SALES AREA TRIM PAINT. (SEE A -1) � l f 2 "! 2 a� �I�Ew' 0 Q I. NEW 24' X 48" ACOUSTICAL TILE CEILINGS TO BE ARMSTRONG MINA SEE NOTE #1 PAINT ALL V ...OW. '4 p is BOARD CLASSIC, LAY -IN TILE IN MATCHING GRID (WHITE), OR I I q -••••••• PAINT DOORS ® A� F.r y i A M EQUAL. 1 I II' m • �I • 9/4" PLYWOOD ' ' L T AVAILABLE 2. LA SUSPENDED GRID SYSTEM WITH RAPID HANGER SYSTEM I • MANAGER / STORAGE DRYWALL, DO AND VINYL TILE 2 VINYL BASE 2 X 4 ACOUSTICAL TO 43' OVER CHAIN .'' � ( ( IA \ 'j a` -DDD < AVAILABB LE FROM HUNTER DOUGLAS (800) 366 -4321. GRID SIZE TO ROOM / GASH ROOM TRIM PAINT TILE, SEE CEILING LINK 8 AFF I ) . till - • • BE 24 3 /B X 24 3/3" IN GLOSS RED DOLOR. LIGHT FIXTURE 1 I CORRIDOR / LOUNGE PLAN MAY TO 4 1 A� FRAME (BY MANUFACTURER) TO BE PROVIDED AT EACH 2 X 2 LIGHT % LLEAR 8' MIN. pLEARANGE H I� ?� REFERENCED AS AN "OFFICE MAX" PROJECT WHEN REQUESTING 401 Lli FIXTURE. REFER TO DETAILS, SHEET A5. ALL ORDERS SHOULD BE . LAV. DEPDEPTH DRYWALL, DOORS AND CERAMIC TILE CERAMIC TILE DRY AEI { k Y O RESTROOMS - l� PRICING AND ORDERING FROM HUNTER DOUGLAS. LAVATORY cLBARAN TRIM PAINT OW PAINT O ES W �N I �/ 1 1 \' I - ..4 . - :. ,'A'-' I "4 • FAINTING WAREHOUSE DR / MASONRY, EXPOSED CONCRETE, VINYL BASE AT EXPOSED STRUCTURE RESTROOM ELEVATIONS � 4 I/4" = 1' -O" PAINT W SEAL. DRYWALL PARTITIONS 6bv1� 1 Ni I. CONTRACTOR TO CONFIRM SUITABILITY OF ALL WALLS TO RECEIVE -- - e " e k "• k • PAINT IN A FIRST GLASS MANNER. REPAIR OR REPLACEMENT OF A DR / MASONRY, EXPOSED CONCRETE, VINYL BASE AT EXPOSED STRUCTURE STORAGE ROOM ELEV r ,, POOR FINISH WE TO INSTALLATION OVER AN UNSUITABLE SURFACE g 6 , ,� X 7 cL,r IGM AaKJ LOADING DOCK PAINT W L. DRYWAL PARTITIONS Q y � SEAL I/4" = I'-O" 15 THE PAINTING CONTRACTORS RESPONSIBILITY. _ npll / -- - - -- - - -- -- - --- - - - - -- - -- - -- 2. ALL SURFACES TO BE PRIMED PER MANUFACTURERS RECOMMENDATIONS ]t _ I Ns'O SUITABLE AND COMPATIBLE WITH SURFACE AND FINISH SPECIFIED. aTA ©� TO Ze PI ." v o , VINYL TILE 1. SIGNALS 3811 NOTE #1: PAINT SCHEDULE TO BE AS FOLLOWS: o 3. ALL MATERIAL AND WORKMANSHIP SHALL PRODUCE A FIRST GLASS 5 ( TARKETT) 2. BASICS 3552 SALES AREA FLOOR TO I. EXTERIOR WORK • •MEN INSTALLATION OF UNIFORM QUALITY. 1) � L,�V' WR S. SIGNALS 9811 SAFE -T -TILE BE VINYL TILE I AND 2 1 O M EN O � l A. FERROUS METAL (SHOP PRIMED). 4. ALL PAINT SURFACES TO RECEIVE TWO (2) GOATS OF ALKYD BASE © I V INYL BASE 4. BLACK WITH COVE EDGE IN "CHECKERBOARD" w oO GHQ PATTERN, SEE SHT. A - 1. SPOT PRIME AS NEEDED WITH ALKYD METAL PRIMER (M06) PAINT. NOTE: PAINTED SURFACE TO BE SMOOTH ROLLED OR =p� � A #845 SPECTRUM (RED) 2. TWO (2) FINISH GOATS URETHANE ALKYD GLOSS ENAMEL (M22) '^ N N d BRUSHED WITH 140 SKIPS, LAPS, OR STREAKS. SEE COLOR SCHEDULE _ M I, i Ir PLASTIC LAM. B. METAL (UNPRIMED) v m V :°+ ` 6 FOR MANUFACTURER'S DESIGNATIONS. (FORMICA) *52 (GREY) I. ONE (I) PRIME GOAT ALKYD METAL PRIMER (MOb) SILK HIX (BLUE) 1 p. ,_ v b o o " o .I ' ` �� ' , ( I �': 1) � '^ � P 0 2.7W0 (2) *522 GOATS URETHANE ALKYD GLOSS ENAMEL (M22) ( � � u _ VINYL TILE AND BASE � � i� ®I la �' w CONCRETE SEALED CONCRETE FLOOR: GUARDIAN CHEMICAL I.1.1< U 'E S COMPANY CLEAR BOND SEAL ANT. INSTALL AT 400 v `. `- ,.,- -I rl 2. INTERIOR WORK S�oE I. VINYL TILE TO BE AS MANUFACTURED BY TARKETT, INC. IN VAILS SQUARE FEET /GALLON AT POUR AND INSTALL SECOND A. GYPSUM DRYWALL >j ^ S T HRESHOLD COAT AT 500 SQU FEET /GALLON PRIOR TO ` 2 GATE, NY. OFFICE MAX IS A TARKETT NATIONAL ACCOUNT AND ALL 0 © (F SH) TURNOVER TO OFFICE MAX. "GUARDIAN" (404) 873 - 1692 I. ONE (I) PRIME GOAT MOORGRAFT VINYL LATEX PRIMER SEALER (213) Z R ,7,--- `a £ o • ORDERS SHOULD BE REFERENCED A5 AN "OFFICE MAX" PROJECT WHEN 2. TWO (2) FINISH GOATS SATIN INFERNO (235) CERAMIC TILE AM G x U m ro o E o E REQUESTING PRICING AND ORDERING TFIRIJ DIS - ERICAN OLEAN G -17 EMPIRE RAY 2" 2" GROUT 2. ALL CONCRETE SUB - FLOORS TO BE OF SMOOTH AND UNIFORM FINISH ENLARGED RESTROOM PLAN (VERI REMENTL)1 TO BE UPGO HYDROMENT DELOREAN GRAY BASE TO BE B DOGE (I) 1 1 ME GOAT MOORGRAFT ALKYD ENAMEL UNDERBODY (269) O U LL "° " _ 3. VINYL BASE TO BE 4" COVED (BLACK). AND I" BULLNOSE GAP ). WITH EDGES FLOATED TO ENSURE FIRST GLASS VGT INSTALLATION. I/4" = I' -O" 4" TILE WITH EULLNOSE. (I" COVE AT BASE 1)t/ 2' TILE - 2. TWO (2) FINISH GO URETHANE ALKYD GLOSS ENAMEL (11322) Q - 541; 4. GLEAN FLOOR AND APPLY PROTECTIVE ACRYLIC FLOOR FINISH PRIOR -- -- - - - - -- -- --- --- - - - - - W - G. FERROUS METAL (EXPOSED 57GTURAL STEEL, CONDUIT SPRINKLER LINES, DUCTWORK ). c € TO OFFICE MAX FIXTURE SET UP. LAVATORY ACCESSORIES 0 . . 5. ONE FULL BOX OF EACH COLOR TILE TO BE LEFT AT THE STORE WHEN ALL ITEMS BY BOBRIGK AND TO BE MOUNTED AS INDICATED BELOW. I. ONE (I) PRIME GOAT IRONCLAD QUICK DRY RUST INHIBITIVE PRIMER ( I68 ) a . . PAIN SCHEDULE (BENJAMIN MOORS PRODUCTS) 2. TWO (2) FINISH GOATS IRONCLAD SWEEP -UP AIRLESS SPRAY Q s 1Z5 PJNGHLI5T WORK 13 COMPLETED. - ALKYD FINISH - EGGSHELL. e m :',1 o 1. MIRROR (OVER SINK). 8- 165 -530, MOUNT AT 3' - AFF. SATIN -FIL (112) 4 a 2. PAPER TOWEL DISPENSER 13-262, MOUNT AT 3' -2" AFF D. CONCRETE MASONRY UNITS 11 i IRONCLAD SWEEP -UP AIRLESS o STAINLESS STEEL 5. TOILET PAPER DISPENSER 8 -288, MOUNT AT 24" AFF AND 2' -b" O WHITE #819 I. ONE (I) COAT MOORGRAFT SATIN-FL (112) f ♦ o m ` G • a FROM REAR WALL SPRAY ALKYD FINISH - V o: I EGGSHELL (M52) (TO BE APPLIED FOLLOWING LABEL DIRECTIONS FOR THE APPROPRIATE SUBSTRATE) 1. ALL STAINLESS STEEL TO BE 20 GAUGE 304 TYPE *4 POLISHED. 4. SOAP DISPENSER 8 -155, MOUNT AT V -4" AFF v. E 2. ALL STAINLESS STEEL AVAILABLE FROM M -ARC SPECIALTIES 5. GRAB BAR 36" LONG AT BACK WALL, HOLD 6" AWAY URETHANE ALKYD ° 6 ^ n.'2; 800 -176- '1310. R SAFETY REV - #M22 - 21 W 1) c o FROM CORNER, MOUNT AT 35" AFF O GLOSS ENAMEL O o " 42" LONG AT SIDE WALLS, HOLD 12" AWAY - b a g 1 . FROM CORNER MOUNT AT 55" AFF - URETHANE ALKYD C ITY OF TUKWILA T z H v I? 4. S • 5B SAFETY BLACK *422 -82 GLOSS ENAMEL APPROVED N -� • FIRE EXTINGUISHERS - Iob .L ii 5 SAFETY YELLOW #M22 -15 URETHANE ALKYD FEB 1 5 1996 (I - n N g ° 1. 10 lb TYPE ABC, FIRE EXTINGUISHERS TO BE PROVIDED AND INSTAL AS O GLOS ENAMEL Nom- D. "k REQUIRED BY LOCAL FIRE AUTHORITIES. (MINIMUM 10 REQUIRED) - AS NUIt / _ - -__ RECEIVED © BLUE #190 EGGSHELL ENA BUILDING 011)121.6 C1TV o Tun a/. ® JAN 1 9199f PERMIT CENTER .. ,�:� - '.�, i � .cr.A,s woRl�c sr waaTm a1meM. eaRRriwTas m doatleiwye �as w N. CODED , NOTES = w FLOOR ' PL 9 -lO -0` H16H STOREFRONT 6LA21N6 1W CLEAR ANODIyED ^ALUMIWM FRAMING. > U n < _ o � � v � „ . eelvaekr � • . � - . - ` '.. � ® CANTIII(✓O13 GAra,'sfoa, see rieralc vAa ' � " ...;', , . .:: ..:2. �'. ,. «. V © GONTINbNO NAIE WALL E BEI.OW 6LASfi, 5EE SEG IONORE %ANT FRAMING 4IO STOREFRONT EOLLARDS S �� -: '" y '.. '�C�L ^^ p ` - - CHROME PINI9�1 IiAIL�AND GARY 9TOP, AVAILABLE PROM M -ARC PECIALTIES, INC, • LL� . ..?,g � 0 � 0 F � VESTI ® 9CKYIC.E SERVILE DRYWALL ro DEf.K WIERE INDICATED ( - -) m Q .O - 1 la BUMPER, SEE SERVICE CENTER LABINETRY NOTES ON SHEET A3, (TYPICAL) ry b ' / TC31 �� 19 "SIMPER END GAP: (TyPICAU.' a 14 GATE, SEE SCRVICR EENTER CABINETRY NOTES OV 5MEET A$ p q _ 15 I• x 4'.'HOIdIZONTfrL FURRING AT 24' o.c. (MA OGCUR,�r DRYYWILIJ N _ L . Ib REGISTER COUNTERS: SY.OFFILe MAX. .-..F ^`rt9 TELEPHONE n of siA i� HIE STAINLESS s1Ee coR xsuARVS , eon 07 y2 _ PANEL 9T COSTA (0 01 4• Tib- AFF: SI.PPLIEO BY M -AITC Gr SPECIALTIES, i f CONTACT .ERRY COSTA (app) '19"10 C IB 90' DEEP LAMINATED GOMTSSTOP MOUdTBD AT 2 -1' AFF Wlili OWLETS MOLNTED i= 0 fT - - -- 7 / GABLE M. ® -6' TO BOTTOM SEE DETAIL' I /A9 . `. Lu p I5 I I — —J r . TIE WRAP TD I ft:EE2 —J. I1 NIDVNYLT ' 1 W Qi .• JOI STS r TWEEN - _ I - I — Fv1'eR POLES T 1 L — I E%POSED COLUNM OR`OOfrI POV1'. PALM gam• WITH.4a' STAINLESS STEEL BASE:' SEE L 1— _ — _ J L 1— — _ — J L -- J 1 AT 3-6 AFF 31 DETAIL 10 /A9. (1YPIGAL FOR ALL 9ALE5 AREA COLUMNS I(ILE55 NOTED OTNERWI5E) re CI r 9 B' -0' 10' -0• - e 1 I T 3-6 1v1 N t�l 6 SOLLARp POST, 40'. HISH x Y DIAMETER STAINLESS STEEL,. IM FINISH NBE WITH FLOOR Q �I 8 1 - 0 - - E" K- OUT — G" a ' E R MOMT BASE PLATE; ANCHORS AND POLYET 5AFETY YELLOW TOP GAP INCLUDED 1 DESK (CAN&, FILL AFTER INSTALU AVAI FROM M -ARE SPECIALTIES, INC. (000) 116 -T510 /R u f - -- @ METAL TRANSITION STRIP. V RI 1 "( r - 1 I J 1 I - -� ® 6' -0' BASE CABINET WITH SINK AND WALL. CABINET ABOVE, SE NOTES ON SHEET A9 2 p a r r L 1 _ m I I ' I R EGISTERS +4 s I I - J I I L l :1 - . .' 1 I I - GABLE •s ©' ROD AND SHELF VINYL COATED METAL. �/_� W d' � . (71:— - -1 1 1 , L —' 1 1 EMP LOYEE LOOKERS: SEE SPECIFICATIONS ON SHEET A5 V! MCURED AT JANITORS SING WITH PRP PANELS TO 40' AFF AT THREE SIDES TWO 12 DEEP SHELVES N 8 ti, 1 ANO MOP NOLDkR - d' 4 % CZ - 1 GABLE *4 k PIINGII C4-°'.1( -0 0 N E. I' , 1 U2° CONDUIT TO - �' I MOMR ED AT a AFFF TO EOfl*4, S IL AS 0 ' -0" AT 9 AFF WITH OUTLETS 11 O r — 1 APP R OM.ulcnoN . . g iJJO 6nQBE � � 1 1 r - - - 1 BOX * 2' -0' AFF r r --' _1 rVFVL T E . ® WAREHOUSE STORAGE ROOM, SEE SPECIFICATIONS ON SHEET AS III��� I r - - -.1 sPAGE(TYP) J I f--RESISTER RS - Y(.PUL f — LOUNGE 91 2d• DEEP x S /4' SHEL SIMILAR TO WAREHOUSE STORAGE ROOMS, SEE SPECIFICATIONS a - ----, I � - � _ 1' .: ON SHEET A5. fr 6E- ®� A - UTIL' : I IfIL. *92 DOGKSFALAND 9MPER5. r- T., ' \ x.4;- v 1 *® b ' x 0' DOCK LEVELER AND PIT M tlL - r - " * TRUC LEVEL.REGEIVIN6 AREA, (40" BELOW FINISH FLOOR) 1 � i — - A 1 I� ® AT ,AF. I - �it12.11,7„ UWSYg GAp.GS ® � / FEN CE A T 46 HI RE RATED RYWOOD MOVNTED TO DRYWALL n•ICUNT TO CHAIN LINK RRpp]�E�� ORAGE ROOMS) NBTNOT BE RVN ' SPACE I ABOVE O MAx 516NA6 NO THERMOSTATS OR FIRE PANELS, ETC. G ' ABLE 113 AT I SPADE ALO a1 CARPET - 'OFFICE MAX BLUE' - TO BE Pl1FCHA5ED RO B I TH V DISTRIBVTIN6 (1181 524 -0190 - G.G. F PR 5 0 O CARPET F WI IM VISOUEEN PLASTIC DURING CONSTRUCT 1ON AND PRIOR TO OFFICE MAX FI %TAtING ,, . PARTIAL FLOOR PLAN 7 REGISTER CABLE DIAGRAM A4 5GALE: I/8 I UNISYS ` CABLE DIAGRAM ` I s 4 I ® ' JO L HN50NI E A "GO�WNDSpR (bOD, 844 0916. 0 SCALE: I/8" = I' -O" O" - A4 SCA : I/TO 8ELEI -0TR ` A • *SEE CODED NOTES ON THIS SHEET . '"REFER TO ELECTRICAL 12R144 IN85 *RECIAI_ PAINS 4L STOREFRONT _,..,c Cr FRAME - s H' 02' AT. END) ® O H • CONCRETE. FILL . II'-6' 'Q - T - - REC55CED I /a• FOR - TILE 5URFA55 r v° o I ill ®a _ - CONCRET FLOOR IfAP ® Q - ®STOREFRONT FRAME w b Prww NN Cl) Na, J 1 ey , Y INST A9 nVr 1 \ ® :9'.' Fx :46 i to tET9 :.. • 55L4LL /�� n � � g a �C3 (& RCU ITS pl PLEK END) U h E u ' '.:p Y G I ;''''' a (la �I /2 ^� IQ' OQ g 55 VINYL BAS@ ^ . Led - RECESSED UB FOR \ \ '° N E S g 8 Q y , TILe 9UFePAGE ° N g g< < ry g _ / , 11Le'a a - CITY OF TUKWILA V ro WW I V K I � •� ® APPROVED kG ° , „., t,"" - . 8 = P. p ° _ 1 ( 0 1 SL = 4 sd I as DEC 06'1995 Q C \ r GONGRE'IESLAB FLOOR _ _ II :1 M OIED ° 2' -b' 9q' b' -0• aPa X l X I@" STEEL ANGLE BUI LUINC DIVISION. Q °: ' .y g - p V p ® A TO CRNGRETE SLAB INSTALL 8 Y g SERVICE Pa '? PV1 /�k� °EDG ORS 4-0 OC P / AINT Y ENAMEL ANCH BLACK. - yy S 1 CITY E TL4 - d fl C W MASONRY WALL OFUKWI ° OCT 0 3 Co COPY CENTER PL - ' „ PEflMIT CENTEfl 2 3 , CART BUMPER DETAIL , 2 Z = 1 4 9 1 SCALE: I /8" :: I:_Oy l A4 I NO SCALE ' .: A4 '''''Z°' € g • 'SEE CODES NOTES PN THIS SHEET - ,,,' '! - Nro ■ 2 SERVICE CENTER NOTES 16 „ 4 SWIVEL OF ■ BOMBER SPREE 1. setv1C CENTER COUNTER To BE PROVIDED AHD INSTALLED BY GEIERAL 1 TYPICAL SUSPENDED GRID SYSTEMS TO BE HUNG IN s /a^ NON - cal• .PLYWOOD WITH g \ ur CHAMF ED6e FAS7EBD ` s gg ACCORDANCE WITH LOCAL CODE REQUIREMENTS O Ew T a eo P EA SLACK EXCEPT TOP) CONTRACTOR SHOP DRAA SS TO ea SWA TTED TO A trArneGT - ' T FOR REVIBN AND APPROVAL PRIOR TO PABRKCATION - CABINETRY N OBS CONTINUOUS 3 x 4 IIONK.OMB m m /� LED6B1 FA9TENED�O P1A1 'r'�A 3 I SHOP DR AWINGS TO a FONWPRD® TO S. 1�/SGiMVJI AGNrtfLT5, MG. AT B• oz. - PAINT w FOR APPROVAL PRIOR TO FABRICATION \ - e -0 A z B' WITH . PIVOT HEISE 4 - zoo 3. SATE TO BE 96' 36 LAMINATE ( BR 1112452) TEE DETAIL B /A9. - CONTACT M-PRO SPECIALTC5. 60°- 776.1910. �. 4 \ \ Fi b - ®• �..... ®��.f >®•��- •...�-� A) DOOR 5. HARDWARE TO EE CLEAR ANODIZED. ALUMINJM AS NOTED (NO SUSSI TMIONS M * \ � l - 1- WOE, SLYY T BE CPU) MI WITH 4 3 684 T FOUR 159 NYLON BUTTON DOOR ! N unsnarl. THREADED RODS u< An o a SLIDING. DOOR PULLS TO BE EP= W-58. 1 � � � \ § .i BY Sc., ANT / � g VERIFY . R IS DISPLAY C FRONT PRAM ASSEMBLY TO BE *MS GON415TE S . \ �� „\ \ ' . BY OFFIGIEMAX Q 2 - , &L LAMPS. TO WITH ELS. CABINET M AD I M TSH SIDE AND BOTTOM / / / �' m a 6 67 arL ro G WITH REMOVABLE T NAIL MAKER 10 FURNISH SID A N D EO ALL 4. SINS STANDARDS AND DOOR HARDWARE TO TO EC AS CAPITOL M2316 AD X02. "'''''''`,,,,,,<„,' � : O A) ARE PULL NE-47I. *LA,REVSFRA.B G) FIXTURE SECTION 11 t'' e) WRE PULL r° BE MAC -aa7.: / ,..........7.' LOCK ( TO CHOCK) 2- EPGO NB454.2. . \. _ / � 5/4 " = ILO" A3 e S. CASTERS TO BE TROJAN D) LOCK TO BE 2 4 990 LB. CAPACITY 6 /� * � of Ni 0007101 i¢cnoN m Q O CAPACITY (8145 TIV PER CABINET. II/VlpWARE AVAILABLE FROM CAPITOL HARDWARE / 10 ANO B ER %P LT B=CC NY (1 -900 -209/ CLARK B@L90N ). i\/ O N AND BAS 9LF41.T COMPANY (I- BOO - 2044297 ). i2 S I J '+164.0 OABUET91, SUSPENDED GRID SUPPORT DETAIL I Oa% N I m B LOUISE CABINETS T 6 LRES MANUFACTURED SAS CABIN BY ET I NIERI LA LIPPA'EN. LIGHT RR SCALE I RR 1 140.49Tl� s 0W C � [ � W . A , o BASE CABINET TO INCLUDE 4 TOP DRAPERS AND WALL CABINET TO INCL DE ADJUSTABLE USN FIXTURE L Ill vl . v SHELVES. CABINET TOP TO BE LAMINATE ®' F ' '1 C v rTCT0041.. AT 1" II N AUSTRIA FRONT FRANC A96FJ.E WITH LENTS* FIXILRE �MOMiii�II��M w NI ASSEMBLY FOR 1/4^ GLASS PANELS. EIM I♦�g■M■M Align / ' aBPElSION LOCATON /` � I ���1 ■ li ° A4 TYPE, P4 PINSN, y , G7 AMENABLY ■ii ■ ■ ■ ■ iii TANS* B EEL 20 SAIL . .■ ■I■uuu... ALL SALES FLOOR NO. 1255 (COMPLETE ASSEMBLY) ii �z x z •97'3115+ I x,�' x 14 0/6• G FINISH SI DE, TO BE RETtOVED W y TO BE SHOWCASE FRONT FRAME AND REFLECTOR AMENABLY FOR WOOD ED SHOWCASES. ..... i6 ■11111■ R a I e16Hr. I ■ : ■ : :l : : :n : L f `/ f 021.1 L NM AFEHR IN9T a ETCHED CLEAR ANODIZE'/ FINISH. SIZE I6 CUSTOM MADE. SPECIFY OVERALL LBJ6TH !'1 AND i016141' OP ASSEMBLY WEN ORDEiIN4. Z 43 f , .CONSISTS O' NO. 2676 REFLECTOR WITH REMOVABLE TEE RAIL REFLECTED CEILING PLAN SP. 915P --ION LAYOUT LOLATION OF SEAM AT LEAST VISIBLE AREA I. Dn NN AND NO. 1335 SIDE AND BOTTOM RETAINS& CHAWBS WM NS COU IRSUNG MOUES* HOLES APPROXIMATELY EVIEW FI %1UIB FLOOR PLAN FOR DETERMINATION ) TELY 12" O.G. NOTE, WHERE LIGHT FIXTLRE OCCURS ALL FOR CORNERS NE N ' NO. 2676 REFLECTOR 19 FURNISH T -0 ' AND T-8 9LIFERE OR RACRI5LElT MUST ` - f f SEAM TO HAVE I' OVERLAP, FASTEN W/ 1/B• S3. .J r 6 T LAMPS, COMPLETE AIM BALLAST AD REMOTE NO. 4(7 BALLAST BOX SNITCH AND SUSPENDED GRID LIGHTING I=ON RIVETS O .G. AT TOP AND BOTTOM LOLATONS �pRE OR gdTAw" p p@TAI � y W UNLESS OTHERWISE TED, 200 MAA1611 POWER 9LIMLINE ND /OR HIGH PONS F ccLumN YRAP To SE AFS, YYNCH INCLUDES UDES SEAM. �AINST COLUMN. yA ,c O C ACCESSORIES NECESSARY INSTALLATION, SUSPENDED OPEN GRID SYSTEM No SG ALE FLUORESCENT 15 FURNISHED WITH TYPE: 14' 'UREVIAY OUTLET HST ED FRONT VIEW NO SCALE AF ITEMS AVAILABLE FROM MMIt�t D0U6LA5 Z � H N WRAP TO TE FILLED W/ OONGRETE, FINISH TOP. EE 0 .�62 TIE REFLECTOR 15 OTHER SUPPLIED 64" LEADS, 6R DE OCT AND ROM O ED. AU. BOTTOM OF WRAP TO BE LAULKED w/ l00% RAE CLEAR NO . S PAGE F3 FOR OMB2 W RIS! INS PLANS. SLAW SIZE, DECOCT 3R6' PROM vLRJ_ - - -- - WIDTH AND 9/16' FROM OVERALLMI6HT OF ASSEMBLY TO DETERMINE GLASS SIZE - _ _ SILICONE SEAANT. ( TOP HIKE IF NEEDED ). ALL 4 NA- S 9119N.. TES. BJE °VHLES, T END GAP ALL EXPOSED ED6E5 TO BE FILED SMooTH. FHoNE 1. 600- 76, �. FEED. PANTO TYPICAL FIXTURES WITH HOLD AWAY FROM EDGE INSTALL SHIMS AT END OF �51& "AGE OK -RESEt TO ELMINATE END I BOM ,r d FIKTURE CONTRACTOR ELECTRONIC DEVICES POSER POLE FEED LAP SICAssE FREE -FLAY " "'2" r 4.1.4.32. TO` YLONS , I COLUMN WRAP DETAILS A3 \ InI OVERSIZE WASHER AND SCALE a I Y. Tea) Fl1LL HEIGHT 2' x 4'� SFIELV� -I 2 NO. 1225 VERTICAL \ •' Y• FLUORESCENT 6. O O . . 6LA56 RETAINS& PLUOMOLD W7H �� f BLOCKS&. BOZ RINSE STRIPS W 1 E SEE FLOOR. 1 RAIL .. Gomm.. q ` / SEE FLOOR GUARDS MAY OCCIE. CENTER FLLKMOLD IN MOIRE. \ J _-u 1 -. • i \ . BATE O �. / RAN r- / - /+ '•", VVV ///y Oil , NO. 3676 \ 1. REFLEGOR AND RAIL FOR MOUNT'S* I11,� S� PLUS/MOLD STRIP L AND BETYIFJ3N WOOD ED9. - - � 0 re CURETS AT 6' 0.0 MAY OCCUR, SE • . EACH 9DE 1 C MAY OCCUR SEE vl I I' ENTRACE END FAITS AND / FLOOR PLAN I S � 15X4. /� DISPLAY LIGHT DETAILS a GATE DETAIL a CENTER FEED PS/Is/MOLD FROM 1 1•. --°^ , U rose++ +,PE 0 NO SCALE A$ NO SCALE A8 I BACK IN ED GAP USE BOTTOM i I I AfF .. E - KO IN 3010N FITTING FOR ` q N2i V' o. c . -31/PS - R %Al MINIMUM 10 FITTING i'LD(IBLE CONDUIT. / \ \ll I Vriliril /,,� Q b' METAL 97 PROVIDE xPOSEE LD ERCE e1 N ' G. c. Q 0) 7/3 iii BID FImN *2NDUI POR PI U MOLD ' 3 a O. 5/4" P ED FOR ACCESS FEED F. OM CONDUIT DROP USE 9/4' PLYW AS 1 1 6 401A3 WERE CONDUIT DROP DOES 6T 24.O T : MATCH EXTERIOR. A!D NlTIARE WORK T -I� GIRCI110GCLR - P® PROM PLLSMOLD I , \ 1 t 1 . u N , 'J}( � J W PRAM! . HEIGHT 3 5/H' METAL MUM - r / ®R:�Ty � �Pi 14 ..-.._ AT 34 OO. QW I P �� �p•� I D se LOW FIXTURE SECTION LOW END CAP ELEVATION HIGH END CAP ELEVATION y � P p (4111 64 4141 4 10,0" 11111111111.1 TO PAINT *GALE 5/4' = I' -0" SCALE: 5/4" = I' -0" SCALE: 3/4° = I'-O° �g1J* (T P. AT ALL 1 - - - -_- _ IH ---------__ LM WNJ. 5 , N.M FRAMES 95IDf3J' G.C. TO OBTAIN CABINETRY QUOTES FROM THE FOLLOWING APPROVED VENDORS: AL FRAM 1. STANDARD DISPLAY AND MFG. CO. INC. (216) 771 -2447 PARlT TO STOREFRONT STORRONT STANLEY S L I LIDE AUTOMATE wclN6 DOOR 2. BILLCO PRODUCTS INC. (616) 772 -2198 3/4" = / GL jti `�'' METAL �":�'{�� PROVIDE 96'x915' CO R R IDOR S /y* ACCESS PANE. �� BAK METAL TO MATCH M (WILLIAMS 6? 0.6 s - I STOREFRONT AND VESTBU a I I CORP. POSP 56x - ' BP ^ NETS_ PRAISE TRAPPED M !S • •11i 1 N �/ I r} , r595 ----(:).33( ABOVE DOORS. OVER 1/2' PLYWOOD OVER PAINT WU STD COLUMN TO 10' -0' AFF G NOTE ESTIBLLE 6Lh=5 AID VESTIBULE SIDE WALLS 11- VFRAMING 6' -0' AFF I TO BE FULL HEI6M &L.ASS 12 ' DEEP WHITE FlXED I/4' SLAY CEL TO BE 43' HI6IH I Is. K p h WAIL AGAINST SERVICE INN SFI LAM Q PARTITION MTH ITT 49 0 ABOVE. ON ADJY3TABLE CORNER DETAIL i BRACKETS °° SCALE, 1 1/2" = 1' -0" S• , PP `` ' A9 S V V f = S 2'b• 2. r lLl p v s E 1 LAM (G� OVBR 3LOGKRK a 3sx VESTIBULE SERVICE CENTER 0006 EWE RECESSED AREA POLE MAY 3/4" P7 RT. BOARRD C ` f a - o OCCUR REFER F 1 _ . 7 1 - MAY O E CABINET - / 2.6 FRAME SEE PLATFORM TO FLOOR PLAN i ALLOW FOR (34• W % 21' D ). \ . I 3' AT . ROOM . 1 E.EGFHIOB Ll C = 6 `4 MAY OCCUR HELD DRILL FRAME i CONDUIT FEEDS SEE PLµ, 8' -0• AT L. OOGK > 8 _ CORD HOLES W/ A' // 1 K TYPICAL i- ` - LI6NT 000U3E. - -SCREEN ��. 9/45 BOARD ' -0 G J p e S Q fi r LAM ® TOP 4 - LAM OVER F\ I p OF 4 (FIELD - _ LAM ®TOP AND WSJ_ TO d SUMMER RAIL VERIFY LOCALOCATIONS/ NS). 150 _ -- I 9/4 DOORS ( W/ M. 5To SLIDE 2 I� EACH OP 4 2'APP TO E BOSTON BUMBUMPER M I SERIES LAM ® _ LAM 9/4 Mn DOLOR OV1ER Ib oCaMB STUDS AT 6 t h OF > q g IES 90 4 I� I I BU•IPER RAIL) MIT NAILER &I E> ED6 ). / lA 1N61 Q y s ; !I! IA XI LAM ® PU LOCKS / OF TOM A N PROVED d 8 b © O UE ¢ ¢ y O S ' 9 S / 8 • METAL STU DS AT -- m APPLICABLE 34' h S I I - LAM ® I n m E� 6 19 u u ° ' VINYL BASE (EYFJ « AS AWED •�/ 1iECEIVED 3 @ = h r BUILD - G (WM 7N O, § i , PHONE, - 000 - 233.1689 - i 1W ITS FINISH AT INTERIOR I I 3 X 4 'A DTP' TUI(WILA U 3 F• - e ,,,,.m. BASE LrYPJ VINYL BASE: Iv NA I LE R y . S �111111111111..r4 \ 1.71 -11 / f YPJ -: 1' - \ 114 , m NO V 0 71995 Z z ,, (0 S ANCHOR FLOOR PE HIAIT CENTER //��RR . IV � ' 111 g { V ' N ` R J 5 VESTIBULE SECTION a COPY COUNTER 5 DISPLAY COUNTER 4 SERVICE COUNTER 3 SCREEN WALL SECTION z COUNTERTOP DETAIL i . d$ SCALE: 5//4" = 1' - AS SCALE: 3/4" • 1' -0" A3 SCALE: 1' -0" A3 SCALE: 5/4" = 1' -0" A9 SCALE: 3/4" = I' -O" A9 SCALE: 5/4 = - AS • (L. ), a' 1. Ib O � q ^ �� k 11111111111111111111111111111111111,1111111115 .,/,)_ ,-. ' • ' -" '' '' ' lq, ;'1„2'7.c1; ■ ID ° 4 E E E E E E w 105. �2 1 , , TY D ' , - 10 ' D' - 10 ' TYPILAL "� ... \ \ \ \ \ \ © PIN FINISH Q P te .. z - - 1 117 . 1 1 - - '. - / / OF bl NVIN�-ULATION .. 1 1 9 I 1 1 1 .. 1 I E' E� 1 '/ g d 8 ' ] _ • ". __ a,- E ► E E 3 4- PAM® ? �. \ 4 . / , ►, ► F- Io ► , :ki . 00 00 'v m - IA , , " I f r I I 1 I a-- I 1 - - - P IN '-6• 6 -0• Z I I I gip 7 ] D - lima" I 0 4 i / / . tall .%'''' j b '-6' ea:pl LU he 0 4 -° ,. - - I . I ' . 5'-O' , 5 -0' , 5'-o• / 5'-0• , 5' -0' / 5' -0' / 5' O 5' -0' / 5 -0 5 S' / ■ ■ u■ El � 64 _ - - _ - It ■■ II - } ' ® ¢ 11111 aN eav0 c 16 -b' . 4. ‘P . ' 1 Q 1 1 I - 1 I I ' ■.■.■ �� IP III _ ■ ��, ■ ■ / EXPOSED LONST. CI) ,‘ . ' x$ o ii ®i► L Q e o V c o 8 $ LLI p CEILING CODED NOTES I i (12 -0' FF Eli e o i z , LtCokFT FI -r - S GIFEDULE R T E -3 Z m EXP05ED ROOF LK PIL TWDRK. CTURE RI NES ELEC TRIµ CONDUITS _ __ __ _ , Y O ETC PAINT µL PAIMIN6GOMRACTO SP AT LI JOB COMPLETION TO TOUGH FIXTURE LEGE1`D AL L TGl3o ILa8E T -8 LAM 5-100 LENSEp Fl,< ig 5 �� �� �� UP µL UNPAINTED SURFACES. ID ' 14 x 24' WMTEFpq16 LAS W%ALON OEILINS GR IN 0055 RED f.OLOR 9U5PENDED ° O RE - 4 6 • F cS 5 J 6T H x ' aos w CIi DP mHWRA Q v . . -. DE.ML IO /A9 WoR+rcv as Wdl is Palsue da .o•HUH. onenw - 4)K 2 ca n �- 4bFsAl = Tony+ - x 106 APPROVED N � WITH HANSER WI AT 10' -0' AFF 2 x ] LI6HT FIX OLGLR. SEE O3 5USPEN0 0 Tl9ETRU55, REFEIR TO DETAILS ON SHEET Ab. i II®ILATGS TWO xTLRE9lnIMi® IDE•6Y IDE '. w - I _ COfit � €° O DRYWALL SOFFIT AT l -0' AFF, PAIM ® - Z4' %a4' PI,x1tRE M1 �T�1IA 19Pn �IMO,OR PI+IIAL WI1N 99W �WK,A'tANPb) MwlmD'1 X l01U) 9 5 £ 2 ®. IN LNLIN66RID OR DRYWALL CE1L1I16 .'k ..,, - DEC NUILD a, 3 - ! © DRYWALL LEILINS AT 10 -0' AFF, PAIM ®(B -0' AFF i LAYS) ' "•' - / • ° ' o • ® 4.650 oJ@9cECrr nl%TA+e M1LTHp1lA ]Brs 440 <q eQV,RL wTH a-snw cWna+LMms)nCWieow {, x'.(�1 u - - BUILDING DIVISION 4 O ]' x 4 LAY -IR ACOUSTICµ TILE LEILINS AT D' -0' AFF, (12' -0 APF AT 510RA6E ROOM) - : " •.. '.. _ � � c R i Low eAr.RSW1wAL pI%TLRE 4 7506 A 4.%0:2404 Ago 664TH bOW. MTAL 606.50 LM1P) 600050 YO' Ih x 295 W. o O9 THESE THREE: ROWS OP 9'IRIP FI%T1RE5 ONLY, TO BC CHAIN -H11J6 AT ID' -0' APP ' Q yo�glp! Gp ,p19T.. � O �.� S � g� 640064. THIS, STRIP FIXRRE TO UNDERSIDE OP LEILINS 40154.5'4. IO' -0' 4.4. F R : s _ ° II THIS STRIP FI %TUBE TO 0E OHAIN- MOUNTED AT D' -0' AFF' O a 5y X CEILING' PLAN: CITY OETlKWILA � c1 U T � � 3 • SCALE: I /H" = I'-O" p ° 0 r �PEHMI 'fiy ��= y y g § EMEq • I 1 1) I J) K,' �L) f I - 310._3. Y �-" l'• I 4'. ' I 42'• _ f I — lg - -� - ,y X e o — ' z 0 i OCCUPIED SPACE, HEATED 1-- 1 -1. it n o • .,� ©` I - CONCRETE SHEAR WALL c O 10 Y h m `� GUNGE I I H _` _v N 1 q r ' Tip • 1 6 O v ' 9 � n N O 1 w W r I I - - SEE SHEET A4 FOR PLAN O y v ry I © O NOTES AND THIS AREAMENSIONS 0 , , 0 = ® c' 0 m A 0 w I` PAWLS O STOR. s — n • — I o p 9 o :: L: i ID ❑ I 1 V z b N . I i I° o� Z 14 N ZS OR I E U �' VESTIBULE 0 0 Ir7 ° SERVICE 55 © I LA j 1 6 q • I� DamER ❑ I 0 . O i � WI WAREHOUSE 1 ; ❑ S j ; SALES AREA 1 � i CIS R 2 :_ — 6 0 • 1 j I G� E 1 s sr-3• SEE FIXTLRE PLAN a Am Fos�las . t% O J r�10 • M OF THIS AREA I . © ,- I 0 I T • P j o • ® 1 I � 1 _ �3 • _ — __. 1 r E NCLOSE COL. a k � !7 ♦ IN DR Y WALL I i V 1 •,....., 1 / Q I _ _ . _ a FURNITURE 1 •••••A CHECK-OUTS 0 ID 1 J W � IR 0 ► t:�����F 0 H 0 1 { i 1 1 ,,___. 4: \_._,J_Lz J 9 / 1 f' 0 /G\ _ 4,-_,...p,_ i pv � -0� "o " �. -- � . 1 T T O 4 m T MET • 1 41 Q K ( PLYWOOP SHELF OVER - 4 © ® ® \ 0 .. , , 1 �'o FIXT THIS AREA. _ 3 LOADING a v2 °. rr 1 IHANA6E- 0 RM. O � , pOGK � O I 1 � vh 83 g a g � L J - - -- CI.' v o a4 §$ o_ 2. / , -0 8 -," ` T...., II' 1 8 4 1T4 5 1 "�F 'p� F B -. 4 El I OCCUPIED SPACE, HEATED J `5' s= s° — — , — — , — , �. Q co g �� &- i t Q - gel PARTITION LEGEND c Ir ovTUwla 2 ° ¢° ~ 9- APPROVES Q a CC 1 51 / DECD 6 199 a 2 1 ., S DRYWALL EACH SIDE OF 6" METAL SAME A5 TYPE "C" EXCEPT HEIGHT TO BE A$ MOTES 7 / /� STUDS • 24" o<. TO ROOF DECK 8' -0" AFF. (EMEND FRAMING AT CORNER _ . . • • V V ; 8 TO DECK FOR BRACING) _ _ BU I DIN( 21 :IO CO ° 0 FE p., ® TMRE "P PAINT SCHEDULE 5/0 PRY -G E o 3 • WALL EACX SIDE OF 3.5/8" AL 3 /e" DRYWALL OVER T /8" METAL FURRING 571/05 6 24" ox TO 6' ABOVE CEILING 5/4 5IGID I CONCRETE NLATION OVER PAINT WALL TO SU - V D ; R PAINT WALL �R T ® YPE 'D _ YPE 'X" O TO DECK T O O O TO DECK PAINT W 04 9 SAME A5 TYPE f.° EXCEPT DRYWALL AS - N I C 5/8" DRYWALL EACH SIDE 5 5 /8" FL O METAL STUDS TO DECK (I HR RATING) PAINT WALL R REFER 3 O O TO DECK 8 EXISTING DEMISING WALL W/PART CHAIN -LINK FENDING OVER 1 x 4 NONtOMB PAINT WALL OW WALL B SEE SHEET A4 FOR NOO J 7995 DRYWALL AND PART TILT -UP STUDS ® I6 "GA TO 10 AFF. O TO DECK O A BOVE PAINT VESTiLE CODED NOTES 1 DONCRETE BY LANDLORD - x - • it SHE T A5) P Eg • y \ \\ , - ` �, 4,44:4. a ,..�, r , � \ \c., \ \ \\\ \\ _.. ,. � - \ \\ \\ .� \,. \\ -. :. 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USE GROUP: M A-2 CEILING PLAN • 23625 -COM MERCE PARK ROAD CONSTRUCTIO CLASS: TYPE V N CIS CLEVELAND; OHIO 44122 BUILDING IS FULLY SPRI A -3 FIXTURE DETAILS, SUSPENDED GRID DETAILS `: (216) 292 -4 696 TOTAL AREA = 23,402 SQ.FT. A -4' CODED NOTES, DETAILS, PARTIAL FLOOR PLANS COORDINATE WITH BUILDING NKLERED sHELL DRAWINGS PREPARED BY: HOWARD TURNER, AIA. A -5 GENERAL NOTES, LAVATORY PLAN, SCHEDULES TURNER & ASSOCIATES OCCUPANT LOAD A -6 INTERIOR ELEVATIONS RETAIL 20,402 S.F. f 30 = 680 OCCUPANTS STORAGEISTOCKROOMS 3,000 • S.F. 1 300 = 10 OCCUPANTS A -7 SEISMIC DETAIL TOTAL OCCUPANT LOAD 690 OCCUPANTS it EXIT WIDTH . Q F-1 FIXTUR PLAN REQUIRED 690 X .2 8 204 INCHES 138 INGH 3 a, .- P°' "6 .`PRC 'Lr TO P"OV1 PROVIDED S seavlce5 r9.0000T9 ET C.. NO sLe6Tn9re vac o2s 0,i t = TMad�bL INCw� GONS'll i ON 3�73 rwtc v6 6rsT@n .. seien uielewm AUTOMATIC. 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