Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B93-0273 - SOUTHCENTER MALL - FRANKLIN QUEST - TENANT IMPROVEMENT
404 ti• MSUt QUaT CERTIFICATE OF OCCUPANCY. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA WASHINGTON 98188 THIS CERTIFICATE ISSUED" PURSUANT TO THEr:,R'EQUIREMENTS .OF SECTION 307 OF THE UNIFORM BUILDING G,.OQE" CE TI,FYINGI THAT AT ..THE '`TIME OF,` ISSUANCE' THIS STRUCTUR ,+ r \ yt o. v. t �u, xt .. r WAS IN COMPLIANC,E��'w�ITH,J E�V'ARIOUS- OR`DINANCES'a'OF THE�,CIJTY REGUL�A;TING BUILDI� CONSTRUCTION Off U E AND`'' =.ALL APPLICABLEt:,CITY FIRE 'CODES 1,1 Rik T E,FOLLOWING: Te,r 'alit :F; FiRANKLIN `+QUES;T`'�' +"w j' Building Addr;,e:ss t'.8„.26 SOUTHCENTER MALI. Part, s;l y 262304 -9004 i,,0 ner bUTHCENTER' JOINT EN..:;:TUR.., E r r ?f. r,7 Perm;i t 273 upancy: S,'TQREa Occupa ru � Group: B -2.,, Occupant Load -12 Type of 'Coris't: ,;; L r°} 4) t,s;,11. " v., T R !T ` °IL''' ALES /INTERIOR FI ISH DATE, THIS CERTIF" .,_MUST •BE C �MY POSTED` 0 „NKTH24E PREMISES tot City o Tithwitl c. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0273 Type: B -BUILD Category: ACOM Address: 826 SOUTHCENTER MALL Location: Parcel #: 262304 -9004 Zoning: Type Const: II -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: MCKINCI102NW TENANT FRANKLIN QUEST Status: ISSUED Issued: 08/20/1993 Expires: 02/16/1994- Type of Occupancy: STORE Slopes: N Sewer: N/A OWNER SOUTHCENTER JOINT:; VENTURE ATTN: JAMES,J GUDIN, 25425 CENTER R, CLEVELAND OH 44145 CONTRACTOR MCKINLEY CONTRACTING INC , Phone: 509 747 -2008 S 1205 BERNARD ST, SPOKANE, WA 99204 CONTACT MARK EDMUNDS Phone': 801 322 -5550 325 .W` „200 S 'SUITE 250, SALT LAKE .;CITY 84041. * * * * * * * * * * ** VIV*4***.*******.*'******,* 414*.********* * * * * *** * * * * * * *'`44. * * * * * * * * * ** Permit Descnption: TI FORin.- RE-TAIL SALES /INTERIORFINISHES. Units. 001 Front. Bui 1 dims';,,` 001 ..,.. Left: Fire Protection: SPRINKLERED UBC Editinn: 1991 E * * * * * *'* ** * * ** * ** S SETBACKS•, Back: Right: aluation: 101',000:.00 Permit Fee: 1,065145 ** *' * * * * * * * *•k * * *k ** *fir * ** . * *k ** S i gri'ature I hereby'5sue..rti..fy,that I have read and; exam.ined this ;permit and >•kn¢w the same to be; true and correct. All provisions `of .law: and ordi,nances / governing `th`is” work will be complied :With, whether specified here.iin or not. The granting�of this permit does not-Presume-to g,,iv'e authority t'o violate or .cancel the.pr o •ns o ": •y of te or,.local laws regulating constructio `'r the Per •rmanae • oI<.. I a authorized tosign for and obtain t,is bui1On0 `.l•mit. / Signs Print Name:_ %?T'i/yf.cG'0,�.ci%', This perm-41 shall become null and v'ofid " 'i f "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. CITY OF TUKWIL Department of Co , nunity Development - Permit Centth- 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 -�q3- Do0Building Permit Application Tracking PLAN CHECK NUMBER R9 Q fl ) PROJECT NAME - - 7 (CRIRIA,---) QLCQ. St. SITE ADDRESS A, • Aro 6 ( 1-eV htiq SUITE NO. 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. PARTME:. UWBUILDING - initial review P R � R.Q. . VE D P etAzict3 ROUTED __ UIREMEN1: - CONSULTANT: Date Sent - Date Approved - IRE O PLANNING N) O PUBLIC WORKS INIT: 7/25 13 INIT: FIRE PROTECTION: Sprinklers FIRE DEPT. LETTER DATED: Detectors INSPECTOR: ZONING: REFERENCE FILE NOS.: BAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- s- E.- INIT: UTILITY PERMITS REQUIRED? j ) Yes (j N PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review p BUILDING OFFICIAL 1 I 'I REVIEW COMPLETED TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? es O No UBC EDITION (year): `19, AMOUNT OWING: $(041-6 Co CONTACTED 'YV��W 1, K n r l DATE NOTIFIED C— � (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: init. 01/08/89 CITY OF TUKWILA Department of Community 6300 Southcenter Boulevard 98188 (206) 431 -3670 BUILDIN PERMIT APPLICATION Development - Building Division Tukwila WA —cog 3 PLAN CHECK NUMBER * •• DESCRIP.TION: AMOUNT :RCPT BUILDING PERMIT FEE PILAW CHECK<F,EE BUILDING'SURCHARGE>» <! i`�� DATE. OTHER: SITE ADDRESS WOf / SUITE # ,c. L.) -- 1 -K -ice± t=.-- 14./1/4-.1.-k, - - VALUE OF CONSTRUCTION - $ 4 (C:15 1 /0'00 i 0 c ) PROJECT NAME/TENANT 1= 132A.),,J 1_ L IQ c _vr o.--r ASSESSOR ACCOUNT # 4 -i 2-(%7?---CD 4 -1004 -cam TYPE OF Li-New Building U Addition Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage O Reroof ❑ Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: a r k - j E -S c . ) t ` ` , - 7 - ,.(' T E A : •)1 C-'G , WILL THERE BE A CHANGE IN USE? KNo 0 Yes If Yes, new building requlrefnents may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 7 - ?a0 Area of Construction: 0„.2,70 WI L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER - t't-{- F-- tc.t..- ,4,..e lJ i DAvt IJ C- ?,s pOUp PHON r t(e, 0-71 `4c'.SC.Y_o ADDRESS ?47-c; jr, e,3v0 GL ,r- f .4(-- f2_ rad , / Gi -•e 't i c1 , kl lb n=4__ 1 4,G. CONTRACTOR i �.C_..V-l`V•tl�� C.0Yl�&rct.c k-tk f v'iC J � � �PHONF o9 4 77 z0 SIP r- `ic l 04, ADDRESS , �-• S0, i Zo Eev,,0 arc) 1 spo k-Fx .e u3� WA. ST. CONTRACTOR'S LICENSE # M C• is l k_v_k___ _ t 0 A EXP. DATE 2 / 14.,/ Gt J ARCHITECT - PHONE S l�tt�i. �--I �- � �*. r -t-c�r�.� - ��.1.���'�f��'c�(� A��'..l~'t l-T F. �� � � 3 - ? 2-...-:„- r_ !�-� L..z . .�C°. IPA 4-004_ i ADDRESS � c; \J j , Ca 0 S • 5.v (4.6-'_ Z) SaJA- -LLLk.C, C -1'k L1 -i- EREBY:.CERTIEY THAT I:HAVE:READ'AND::EXAMINED.THIS APPLICATION:.AND;';KN BE .:TRUE: AND :CORRECT, ANDS PPLY FOR THISPERMIT BUILDING OWNER SIGNATUR' . / DATE OR ' ZZ -1 GI AUTHORIZED AGENT PRINT NAME /Zt4n.c ezog c ADDRESS . 2 . 4 e0 _ pL ,rNJ CONTACT PERSON max- G v� u ftcs S LA *114 -e c_4-r' PHOT206,) 4-64- '7 J 2C) CITY/ZIP.42„r P H O N F � g n Z2c -,rj APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shali expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPT/ OF TUKWILA JUL 2 2 1993 DATE APPLICATION EXPIRES PERMIT CENTER SUBMITTAL CHECKLIST COMMERCIAL Comploted bultding permit application (one for each structure) •.. . . .. • . • . •• „ :• . „ Assessor Structural calOUtatiOns:StaMPed.hY*WaShington:$tate...liOense englnoor .ris:soils report :stamped by a hcensod [7 i"opographicai . • .. . ........................................................................................................................................................................ • ..Energy: iteMPOd VifitahingiOatateliOinied • :......7.:engineer-Or:arChiteot'•'::.::::::' . ,..•••: • • • .. • • .. ... •••••.••-•••••:•••••.:-.....:•••••••••••••••:. . : . . • .. : . : . . [7 Log at de scription . . • .... Working .draWings .,:•.. stamped. by a Was ripitein State licensed . . Archltectural drawings :•••• • • • Strii ....... drawings:: • • Mechanical 'drawings ••••••••••• •• • EIeVatons Civ drawings • • • Landscape .• .............. . ompleted ' uhty pormit application (one for eritire project Six (6) sets of civil drawings •.:NOTE:•.See••Uti.lityl.perrnit till „ • .. . . .; s n tta : reqeirameriti:;:; .;;; :::;:;;; • • ..•••• ;• .• ; ;;;;;;;• .• • • •;;• ;;.; •••;:.:••• • .•••:::::1; • ••• ;••••• ••• • ; •-•‘ • • •• •••••; • . . . . . . : •.• . • Two (2) sots of plans which inctude Buikfing floor pan .showing: •••••.::•••• ••••• .• En tire: s pac() where racks will be located ••.••••.•::::-.' • • •••••• Exit • • ••• .• Dimensions of all aisles . . . Tenant spacolloor:planshOwingireOls storage layOut,:aiSle.s:and.„::,• NOTE: •Include:dimensionS Of racks:(height::Wicith;andlerigtli);:''aisleS:::::: and exit ways on I Structural calculations stamped by a Washington State licensod engineer..(raCk'storage•:8':orid over). . ; • : • . • . RESIDENTIAL -COMM RCIA(.;:tENANT:".111ApflOVE010. Completed ..... ........ • " buliding •• •... permlt • appllcatlori .••.• ........ ... . . . Assessar Account Number .;.:•I.•:Eii.:,..•_.f1.s. .'.• . iil,-.e...,j.,.;O.:.f:.. .At.. ...:..:P:•,:,,,•.;Pi.. : .',,..,...i,...i. ....7,....7...:.0 si0)g400:17:posd::...:........c...•:..: ..: r .:.: n . ....... PIc:(4:OPPPi616::::- : ;: ,i:: . . . *660(kicittlon.::,,..,,iiiiiidii..■iiii11):,tpnap,...a...., ... li6601lia:iddi:::rn.10410e!"n:t.,(9T....9,....!!....7,! .. . .......„............ .. FlOO::::1):U1469:7:?..'7I(::..il?1°...,:i.„1!....i.:ti;:UPe:::''.P:i•:..:....t:!4:1:•,:::::1;!5"!;::::.::::;.:.::::::::::: • :4'!::.7NEexeinWtt:1(..ittio:t4171:7;::ellei:lr:P9i..:Fr.:1.•.;...g:!Ei...:::.i9c4:i::...i.::!....l1:.....i°..:::°n:. i.i...'...!.iil6:'::: ::,.cOnStre.9..9.:":::::;:.:::•-• ::::::.:.;::';'::::•:".•;;.;:.::wll:po99.„..:...::::.;:...:::::::::::: SS ' Section s showing si ango.:o NOTE 1! ai7y utility work Is to be done ubmit separato ut,!itypermlt app/Ication and • ' • . • '• .... plans OOF Norative:dfilcd.ti,16g:esistinvopfi•::oaterial;being'fqmoyed,:':,'Sn. NOTE A certification Iottor Is roqulred prior to linal Inspection and slgn off af the parmit . . ' . . . :ANTENNA/SATELUTE . ... . „. . •• •••••••• ••• •••••• ,•••••• •,•• • 1 Assossor Acoount .. ...................................................................................................................... Sito Plan (showing buliding and •: Details 'antenna/ ............................................ englnoor may be requlred ...... . . ••••••■■•••, CoMpletect. building •PerMi.taripliciitiOn (One,fOreaCh'Istrectoro);:;,:': lLegal description... . . .,......... AsSesser•Account.NuMber.::.:. . ..‘.. • • ...... ... ... Site plan fplen, show closes t hitireit Feundaliorl'Plarl Includo aCCitiSte bulldlng showing • Floar • • plan • • • wldth and le rith of aeco*s.):::'••:;::••••.;•• • • Roof plan Buliding cross •• n Structural framing plans Washington Stato Energy Code data • .....• . • •••••••.:::::::, . • RESIDENTIAL REMODELS • ‘..; ..• .„ Compfeted buliding permit application (onefor :each:structure 1 1 Li Completed utility permit applicatbn: s. : . Six : (6) sots of site plans showing utilities : • ; • .; NOTE Building site plan and utility site plan may be combined.:.Sea'. utility permit application and checklist for specific submittal requirements Addtional topographical and soils information may be required if unique site conditions. . 1 1 1 1 • NOTE: A certification letter is required prior to final inspection and sign 07/22/1993 12116 FROM McKinley Contracting, Inc TO 12064313665 IL 1'r ].` ; BERNARD: GENE McKinley Contracting, Inc, t GENERAL BUILDING CONTRACTOR SohsdvN IAA rm. Allimmee WASHINGTON LICENSE MCKINCL102NW ROBERT A. SPICKARD President SO, 1205 BERNARD SPOKANE, WASHINGTON 99204 (509) 7474008 FAX (509) 147.7343 diD. A$ "PAp41gE0 RV SP:MATURE ISSUED BY DEPARTMEN OF LABOR AND I TRIES P.02 **+*k ***********+***********+************+****+*A******»****+ 'CITY `OTuKNILA, WA ' TRANSMIT ****w*****++*+***k*+*+****kk**************+**+**+******+**+***** TRANSMIT Number: 93000986 A moun t : 417. 95 07/22/93 12 :59 Permit No: 893~0273 Type: 0~8UILD BUILDING PER Parcel No: 262304~9004 '��'- Site Address: 826 SOUTHCENTER MALL Payment Method: CHECK Notation: SMITH/LAYTON/AND Init: DLM ***`\*****+********+**++******************+********+********+**** Account Code Description' AO00/345.830 LAN ,CHECK �� NONRES p Total (This Payment): Total Fees: Total All payments: Balance: 1,065.45 417.95 647.58 Paid 417.95 417.95 GENERA 417 TOTAL 417°95 CHECK 417.95 CHANGE 0.00 2698A000 15:03 '`` 7 M . . ,i4.41'9 a,:.s 3:z��,r1 71T.Tro yer!Ti,�'P'a;!91r•^I[ * ** *****************•************ *** * *****k ** * * * **k* * ***** * ***** CITY OF TUKWILA, WA TRANSMIT ****.*************************h***•** ** * * * * ** * * ** * * * * *k* *•k * * * ** *•** TRANSMIT Numberz 93001149 Amount: 647.50 05/20/93 11:54 Permit No 093 -0273 Type: 8-BUILD BUILDING PERMIT Parcel No: 262304-9004 00/23/93 Site Address: 026 SOUTHCENTEit MALL Payment Method: CHECK Notation: MCKINLEY CONTRAC xnit: SAO ********************************** * *,1 * * * * * *** * ** ** * * ** * * ** * * * *** Account Code Description Paid 000/322.100' 1 BUILDING - NONRES 643.00 000/O86.904 STATE BUILDIN8 SURCHARGE. 4.50 Total (Thin Payment): 647.50 Total Fees: Total All Payments: Balance: 1,065.45 1,065.45 .00 GENERA 643.00 GENERA 4.50 TOTAL. 647.50 CHECK 647.50 CHANGE 0.00 3691A000 15 :06 CITY OF TUKWILA Address: 826 SOUTHCENTER MALL Permit No: B93 -0273 Tehant: FRANKLIN QUEST Status: ISSUED Type: B -BUILD Applied: 07/22/1993 Parcel #: 262304 -9004 Issued: 08/20/1993 ** ***•k *****•k *k** *** ** * *•k *'k*** tr * ** ** * **k *•k*** *•k * *•k * * * * * *•k * * * *** *fir * *•k ** * ** ** Permit Conditions: • 1. No changes will be made� -;:to the.;.plans„ un•less::, approved by the Architect and the TukwilevBui iding Division: 2. Plumbing permit,,.sha 1l°'be obtained through the ,Seattle-King County Departrpent; iof P, ub l i,c > Heal the P1 umb;ing wi 11 tie. inspected btha`t agency, i;hcl Udi ng all ga's, p ip i ng (296 - 4722) '' 3. Electrical4ermi,t shall be.•ob'tained through °the.Washington State Division ' of. •Labora and Industries and 'all a l,ect ^i ca l work w1;,'14Vbe` inspected by that agency (248-6657).', 4. All mechanical work.` °shall, be under separate permit -through, the Clay. of ,Tukwila. • • 5. All permits,` 1nspetlon recor'ds.,..•and approved plan's shall by maid tatined'a'v'ailable at.,the j,oh site prior to the start o any *nstruction, These "documents are_ to be maintained ava;i•lable "`uriti.l final,'inspec,t'ion apprfdal'is granted, 6. Any; n.ew ceiling grid,.,and 1 i,ght fixtur�e insta1 lat ion is required to meet lateral '�;br?acingi requirements for Seismic` • 7. Parit-i :t i on: w'a l l s attached to 'ce`i l i ng gr i d must be l a tera i l y braced i f >over eight' (8V fee,t'rin leng,th. 8. Anyl,'`e Cposed in• sulati 'ons'.b.acking',materrta1' shall have a Flame: Spread, R;at;,ing Of 25 or less, and';.m,aterlal shall bear:,.' identi- f ica�t,i,on °:showing, the fire perforniance"�rating thereof. 9. All constr{ufrction�•to be done in corn�fo'rm`atnIce,,.wi•th. approved plans ,a,j dr' requirements of the Uni'for'm Busi l 'ingCode (1991, Editio s). as amended,by the Washi:ngton:;State Bu,ildring Code, Uniforkl echami.cal Code (1991 Edition) "; °...and Washington State:i Energy Cod; (199,1;;second: Edition) : 1Q Validity ` of =Permit , The' issuance of a permit or approva�l Fo plans, specjf,i..cations and comp`ut °ation's "'shall not`be con .� � strued to be`r "a ermit for, or an approval of, any violation of any of the' *prgv_i s i ons of ', h�?i s` co`de.;or of any other ordinance of the'' 'urisdictioh ,.... V';i `� °',No permit pr esumin4f to give authority or violate :,or*,cancel" "the `pr ovislons of this code shall be valid. 11. There shall be no occupancy of•the :•building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12.. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. ,sNJILA 4 City o Tukwila p y FIRE DEPARTMENT W Tukwila, }Washington a98 88-7661 (206) 575 -4404 190E John W. Rants, Mayor August 17, 1993 Fire Department Review Control #B93 -0273 (512) Re: Franklin Quest - 826 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1- 6.3).(UFC 10.505A) Clear access to fire extinguishers is required at all times, They may not be hidden' or obstructed. (NFPA 10, 1 -6.5) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or. maintenance,. (NFPA 10,.4 - 3.4.2) City oo Tukwila y-yr FIRE DEPARTMENT t? 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFO 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) When two or more exits from a story are required, exit . signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved City oc Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) 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 „, skka44'.” ‘141;4.1.:A5t '1,;$(14'1'14-enn1V"0.01:'1'",' 't; ■■ (- City of Tukwila 4=1.111111111•••• FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. g.5-Ki 7-73 Permit No. Project Name /1-/-:7/A/70 i/\/ (. 1,( "7— Address )/q // Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: „i / • 4. Hood & Duct: Halon: Monitor: Pre-Fire: Permits: 1 / / 1 (1 at /- 7/ /(')/(: /4- Authorized Signature Date / FINALAPP.FRM T.F.D. Form F.P. 85 nspector: 1111 e: r6 q P3 S 1 N NO. ' ( INSPECTION RECORD ( , Retain a copy with permit -CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 31 -3670 Pro!: -,, Type of Inspect*,, ,t ~dip 1 ✓4I'/ .liral:• :;. .r / ?, Special Instructions: Date Wanted& /0 --- 4 ,13 el, • . Requester: `, Phone No.: 4_3 i ^" f1`1 4 / 0-,Approved per applicable codes. El Corrections required prior to approval. COMMENTS: o $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD `Q Retain a copy with permit PERMIT (206) 431 -3670 ro ect:r--t Q illp Ype o nspecti• • L `Tt. a.pc•—c.. n,sP *-14,etk ' 0 wrr i 1.1 (AO" o r Add .. L.Date Called: Z Spedal Instructions: Date WanjBd:; `"' r "" a.m. D 13 m. Requester. A 66 Vq yvv c•Jci • U 14%-c- A h.19 O W l 1' Phone No.: Lc 9,... -� ; s ❑ Approved per applicable codes. 61, Corrections required prior to approval. COMMENTS: .) ft 5- .,, — s t G r.r p. C E: atJ A 0139 - .- 3 R t^T"' Sd Mrs i- 1-19,S t; e N V r0 •c -,..nr LA-V. . 1..46+&--71.- `Tt. a.pc•—c.. n,sP *-14,etk ' 0 wrr i 1.1 (AO" o r Fuso K. ; roiL .. .. -ro t3..- /7= ',`i" Fit-ow, r= ti.csos..- Z n eM43;-1 . N F-1447 6 u Pit . 5r�N•t.. •1`4.41 -ziA“.1 T61/t0 +nC.rt v., Ati-t- A 66 Vq yvv c•Jci • U 14%-c- A h.19 O W l 1' w P1 L. N e,R.a_ ("4,4 M: 6F- 570,t • c l LA IJ GI .A P 9ILANvt;- 9 Inspector :(. Date :.. 1x11 0 : $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ecl: J raiv,41Q1,4A._ 01 to,* Ype o nspect •n co b Address: je) Date Called: Special Instructions: Date Wanted: 9` 1 ..51.3 9p.m. Requester. \, `(1h ,11.1' ill rc}141.e Phone No.: 0 L(c).. - '.3 C l . . Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION - E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Recepl No,: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -5670 19-a: : 11,E 16+ f ow 5 - ypeo nsps n :Ar0 . Address: �� S , , 1M04 Cr 1. Date Called: Special Instructions: Date Wanted: q -to .. Gi , 1` am. e. Requester: 4jA � , Phone Na: 4, ' 972_5 4 ckApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • /'r vi 0ic. 6 - -11,44 j At J il%J w-, O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. —fie'_ INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CApproved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Ll / rxce�-, .-"+A / y c i y ST11 t-' ra. Inspector: Date: 9 t q 3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • taimmomil Date anted: . /►� am. Sp .t3 nstruci ons: . Requester: / Phone r D5 CApproved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Ll / rxce�-, .-"+A / y c i y ST11 t-' ra. Inspector: Date: 9 t q 3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) t31 -3670 iype o ns..: «s •SS. 10 i w I r O it 1. g , r� ♦ _/ Sp::I nstruct . 1: a anted: q -- r..rj _ q - a,m. Requester. r ., Phone No.: -L; — 3?-5K Approved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. �A f O $30.00 REENSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z e + E.. 1A . i./.1 .sue .....• INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 cr273 PEAMIT NO. (206) 431 -3670 ro ect: AINKGrr.) a.A. V17- ype o 1 • :. ion: - 11 -0Aa2. pcit -. Address; S' 24 S.., C. ht.44. bate Called: Special Instructions: Dale Wanted: am. p.m. Requester: 114 At b - c)v-1 !IG t ft NlitGu' "V) LAM totai Phone No.: ❑ Approved per applicable codes. An Corrections required prior to approval. COMMENTS: -To s k"W`4LA -- /s A. FM ' -u r' Tl1 A SEcsP --ero P11-4a1.i W WI TM 734 G- /G+r" 1-.- (s'7c.1 r Dd-a rc.- S-w + rJ(.; r 6.T74 ' ! s ek.r.sil iG c..4,c -r .r nog... to U 6c.- 3 S(d), ..D©ertS Pr -r-Tt 1)C r •^+p A cna.- a,.rx)a(L- r wu*--N) FIALui dera-Ve-p CS M A- - ,.*s— /L-QM. c a -MG- /2e-r M /t-- 9 Wu:ft-A W1 411 n'b RA"" A-0 7 ,' • , D tog- 'T -714t- FAA rn t O G a r- Tri e e4 -c„vgI 7-1,4E- ffc- el∎A r tom► tSYTt4 r 3 JZE/kA C• 10/ a‘'' W N -ride -Aedz- /3 r~u Li a GD. 114 At b - c)v-1 !IG t ft NlitGu' "V) LAM totai c4.--, R- R- G-C4-- 7 34( s Pa- t--Em • r a 4'- Inspector: Ce- Dale: 7/f/93 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 53 PEA NO (206) 431 -3670 11011/6 _..[ 411 M- ype o ns.:.t,m • 1 :r •�i� :ter i 141ri�'Lll.�/ ! . /, �1. e . o� si: •l nstruct ons: 1: a "anted: Requester` >J ✓ Phone No.; ,, . "' •-3csZ X Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: irk ii 214°1 -Tate: ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • Ok ROC. DECK - JOB VURIPY HE ICrHT .....41.c.. IDE EX'T'END GORIRIDOR $ ofa GYP. en). To Iwo; L7E I WOUn RATED CEILING A46MIBLY 46" 'Mat 'X' dY}*. W. TOOTH 6I0E6) ON 3% "x25 GAUGE METAL 6TUD6 •24uOZ. Office IIt Corridor PINI84 FLOC* (GONG) Exit Corridor W II Data l WALE, 44" • NC" Franklin Quest - Southosnter Mall S�VIITET * LAY'1ON * ANDERSON AIiCHTT'EG' IS * PLANNER * INTERS 315 WEST 200 SOUTH SUITE 250 SALT LAKE CITY, UTAH 84101 0. 1'1.53 R tstocJ 51 3 -oai3 Office Ir" O 'x' GYP. 13th. C150'r 4 611!6) x75 Get METAL. dTUo6 +� 24" 0.c. Exit OOrridpr Exit Detail 60,41 -01 !tit" • 1' -0" CITY OF TUKWILA APPROVED SE'' 1993 BUILD G DIVISION E93 0213 Franklin Quest - Southcenter Mall VITTH * LAYTON * ANDERSON ARCHITECTS * MANN * INTERIORS 375 WEST 200 SOU'IT3 SUITE 250 . SALT IAKE C IY, UTAH 84101 b -31 -S3 BUILDING DIVISION July 28, 1993 Mr. Mark Edmunds S.L.A. Architects 325 W. 200 Street Suite 250 Salt Lake City, Utah 84041 Re: Franklin Quest permit application # B93 -0273 Subject: Building Division plan review comments. Dear Mr. Edmunds: The initial review has been completed by Building Division and additional information will be required to show compliance with Tukwila ordinance.', The exit corridor which serves as the second exit from the sales floor is required to have walls and ceilings of one hour fire resistive construction. The plans call for a one hour suspended ceiling tile in this area. To approve this method of providing a one hour fire resistive ceiling, the following must be provided: 1. Show a detail or note to plans indicating that the room -side layer of gypsum board (at the corridor) is to be extended full height and tight to the underside of roof deck above. 2. A listing for the roof ceiling assembly which shows the method of installation of the roof - ceiling assembly. Listing should include the method of protecting the light fixtures installed in ceiling. An approved alternate is to construct a ceiling of the same construction as the corridor walls. Please submit two copies of the information developed for review and approval. If you have any questions, you may call this office weekdays between 8:30 AM and 5 :30 PM. Sincerely, TUKWILA BUILDING DIVISION Robert Benedicto," Plans Examiner CITY 021` TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. BUILDING PERMIT Permit No: B93 -0273 Tenant: FRANKLIN QUEST Status: PENDING Address: 826 SOUTHCENTER MALL Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG RSB Approved 07/26/93 07/27/93 08/12/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[TRANSMITTED COPY OF INITIAL REVIEW COMMENTS TO MARK EDMUNDS ] 2[VIA FAX ON 7/28/93, ROUTING PENDING RESUBMITTAL ] 3[ ] 4[ ] 5[ ] 6[ ] 7[ ] 8[ ] 9[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. User: 1677 08/19/93 L LAN NERS.INTERIORS A RETAIL CENTER ‘F S0U.thcenter �liall ukwilk Wash July 1 DIVISION AND SECTION DIVISION 1 Section 00010 A710 Section 00100 B -1 A310 A312 A312 A101 Section 01010 Section 01090 Section 01300 Section 01500 Section 01700 DIVISION 2 Section 02000 DIVISION 3 Section 03300 DIVISION 4 Not Applicable DIVISION 5 Section 05500 DIVISION 6 Section 06010 Section 06400 DIVISION 7 Section 07900 DIVISION 8 Section 08100 Section 08200 Section 08400 Section 08700 Section 08800 DIVISION 9 Section 09250 Section 09290 Section 09300 Section 09510 Section 09650 Section 09680 Section 09900 Section 09950 *FRANKLIN QUEST* TABLE OF CONTENTS TITLE GENERAL REQUIREMENTS Notice to Contractors A.I.A. Instructions to Bidders Supplement Instructions to Bidders Bid Form Bid Bond A.I.A. Performance Bond A.I.A. Payment Bond A.I.A. Owner /Contractor Agreement Form Summary of Work Definitions and Standards Submittals Construction Facilities and Temporary Controls Southcenter Mall General Contractor Rules and Regulations Contract Closeout SITEWORK Demolition CONCRETE Cast -in -Place Concrete MASONRY METALS Metal Fabrication WOOD AND PLASTIC Rough Carpentry Finish Carpentry THERMAL AND MOISTURE PROTECTION Joint Sealers DOORS AND WINDOWS Steel Doors & Frames Wood Doors Aluminum Entrances Finish Hardware Glass & Glazing FINISHES Gypsum Wallboard Gysum Fabrications Tile Acoustical Ceilings Resilient Flooring Carpet Painting Wallcovering TABLE OF CONTENTS CONTINUED - PAGE II DIVISION 10 Section 10800 SPECIALTIES Toilet Accessories DIVISION 11 EQUIPMENT Not Applicable DIVISION 12 Section 12300 Section 12505 DIVISION 13 Not Applicable FURNISHINGS Manufactured Cabinets & Casework Mini - Blinds SPECIAL CONSTRUCTION DIVISION 14 CONVEYING SYSTEMS Not Applicable DIVISION 15 MECHANICAL Section 15000 Mechanical Section 15250 insulation Section 15400 Plumbing Section 15450 Plumbing Fixtures DIVISION 16 - ELECTRICAL Section 16001 Electrical General Provisions Section 16110 Conduit Raceways Section 16120 Conductors and Cables Section 16130 Stereo System . Section 16135 Electrical Boxes and Fittings Section 16136 Supporting Devices Section 16140 Wiring Devices Section 16500 Interior Building Lighting Section 16740 Telephone Systems Section 16745 Computer Communication Systems END OF TABLE OF CONTENTS 1 Section 01 o10.''- Sec0n4)1090: - .Section 0130o - Section 01500. Section` 01700;= Notice to'Contractors A701'.` :• A.I.A. ; iristructions,to Bidders Supplemental instructions-to Bidders. B -1 Bid. Form A310'' A.I.A. Bid Bond.. A312 : "A.I.A 'Performance Bond' A312` A I.A. Payment Bond A101 A.I:A, . Owner /Contractor; Agreement: Form Summary" or Work, Definitions 'and. Standards Submlttais Construction•Facilites &.Temp. Controls• Southcenter Mall`0eneral Contractors Rules & Regulation Contract Closeout ' e i SECTION 00010 - NOTICE TO CONTRACTORS Telefaxed bids will be received by the office of the Architect, Smith•Layton•Anderson Architects• Planners•Interiors at 375 West 200 South, Salt Lake City, Utah 84101 - Fax number (801) 322 -5557, for the following project: FRANKUN QUEST - SOUTHCENTER MALL Bids will be in accordance with Drawings and Specifications prepared by Smith•Layton•Anderson, and the same may be obtained from Smith•Layton•Anderson Architects•Planners•Interiors at 375 West 200 South, Salt Lake City, Utah Bids will be received until the hour of 4:00 P.M. (MST) on July 9, 1993, at which time they will be forwarded to the Owner. Bid Security in the amount of ten percent (10%) of the Bid, made payable to FRANKUN QUEST, shall accompany bid. If certified or cashier's check is used in lieu of bid bond, a current certificate from an approved surety company guaranteeing execution of a 100% Performance Bond and 100% Payment Bond must be submitted with Bid. FRANKUN QUEST reserves the right to reject any or all bids or to waive any formality or technicality in any bid. THE AMERICAN INSTITUTE OF A R CHITEC 1 441,1 Document A701 Instructions to Bidders 1987 EDITION TABLE OF ARTICLES 1. DEFINITIONS 6. POST-BID INFORMATION 2. BIDDER'S REPRESENTATIONS 7. PERFORMANCE BOND AND PAYMENT BOND 3. BIDDING DOCUMENTS 8. FORM OF AGREEMENT BETWEEN OWNER 4. BIDDING PROCEDURES AND CONTRACTOR 5. CONSIDERATION OF BIDS t:opyriglit 19-0. 1971. 19-H; ,g119)1* by The American institute of ArcItio..t.ls.1"35 Ne‘■ Vint, A‘ iuw. N . ashiligh .11 21)11116, IICIVIIIAlc114,11 orate material herein or substtmtial (mutation or its proyjsions Mu lot •■■ tom Ili 111..1E11 .. 1 AIA violates Me ioorioliIi■vs or iht. t•i)1(ed Stales and ‘vill l)e skil)lect 11) legal.prosvcolii . AM DOCUMENT A701 • INSTKI'll 11)N% *14 )1111)0110 • U)11011 EDITION • AIA' • rc 110.1". • illy. ANIFIllt 'AN INsTITI*TE. OF AMMO Ft Is. I NEW YORK A‘'ENI N.W., WAStitts(a()N.1)(...;thilks . . . • • • A701-1987 1 INSTRUCTIONS TO BIDDERS ARTICLE 1 DEFINITIONS 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement or invitation to Bid, Instructions to Bidders, Supplementary instructions to Bidders, the hid form, and other sample bidding and contract forms. The pro- posed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Con- tract (General, Supplementary and other Conditions), Draw- ings, Specifications and all Addenda issued prior to execution of the Contract. 1.2 Definitions set forth in the General Conditions of the Con- tract for Construction, AIA Document A2o1, or in other Con- tract Documents are applicable to the Bidding Documents. 1.3 Addenda are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections. 1.4 A Bid is a complete and properly signed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents. 1.5 The Base Bid is the sum stated in the Bid for which the Bid- der offers to perform the Work described in the Bidding Docu- ments as the base, to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids. 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted. 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents. 1.8 A Bidder is 2 person or entity who submits a Bid. 1.9 A Sub-bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for portion of the Work. ARTICLE 2 BIDDER'S REPRESENTATIONS 2.1 The Bidder by making a Bid represents that: 2.1.1 The Bidder has read and understands the Bidding I)ocu• ments and the Bid is made in accordance therewith. 2.1.2 The Bidder has read ;old understands the Bidding I)ocu• ments or contract documents, to the extent that such ducu• ntentation relates to the Work for which the liid is submitted, for other portions of the Project, if any, being bill concurrently or presently under construction. 2.1.3 The Bidder has visited the site, become familiar with local conditions under which the Work is to he performed and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents. 2.1.4 The Bid is lased upon the materials. equipment and s.s• tems required by the Bidding Documents without exception ARTICLE 3 BIDDING DOCUMENTS 3.1 COPIES 3.1.1 Bidders may obtain complete sets of the Bidding Dieu• ments from the issuing office designated in the Advertisement or Invitation to Bid in the number and for the deposit sum, if any, stated therein. The deposit will be refunded to Bidders who submit a bona fide Bid and return the Bidding Documents in good condition within ten days after receipt of Bids. The cost of replacement of missing or damaged documents will he deducted from the deposit. A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder's deposit will be refunded. 3.1.2 Bidding Documents will not be issued directly to Sub- bidders or others unless specifically offered in the Advertise- ment or Invitation to Bid, or in supplementary Instructions to bidders. 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 3.1.4 In making copies of the Bidding Documents available on the above terms, the Owner and the Architect do so only for the purpose of obtaining Bids 00 the Work and do not confer a license or grant permission for any other use of the Bidding Documents. 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS ' 3.2.1 The Bidder shall carefully study and compare the Bid- ding Documents with each other, and with other work being hid concurrently or presently under construction to the extent that it relates to the Work for which the laid is submitted, shalt examine the site and local conditions, and shall at once report to the Architect errors. inconsistencies or tunhiguities discovered. 3,2.2 Bidders and Suh•hidtlrrs requiring clarification or inter- pretation of the Bidding Documents ents shall make a written request which shall reach the Architect ;u least seven dais prior to the dare for receipt of Niels. 3.2.3 Interpretations, corrections and changes of the Ridding Documents %%ill be made by Addendum• interpretations. col.. recto ins and changes ill the 1tttlding Documents made In any other nianner v111 our he hind11tg, and bidders .hail not leis upon them. 3.3 SUBSTITUTIONS 3.3.1 The materials, products and equipment described in the Bidding Documents c».tablish a standard of required function. AIA DOCUMENT A701 • INSTRUCTIONS TO BIDDERS • F( $ R III EUI Ili N • Alt' • • 14s- • 1111 AMERICAN INSTITUTE OF ARCI1ITEt :Ts. 1`1S NEW YORK AVEN1'1. :.•I I1xt,1 A 1 i • :INMN, A701 -1987 2 r t dimension. appear:int c and qu:llity to he stet by any proposed substitution. 3.3.2 NO suhstitutiun will be considered prior to receipt of Bids unless written request flu approval hats been received by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the nave of the material or equipment for which it is to he substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary for an evaluation. A statement setting forth changes in other mate- rials, equipment or other portions of the W.ork including changes in the work of other contracts that incorporation of the proposed suhstitutiun would require shall be included. The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect's decision of approval or dis• approval of a proposed substitution shall be final. 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids. such approval cvill he set forth in an Adden- dum. Bidders shall not rely upon approvals made in any other manner. 3.3.4 No substitutions will he considered after the Contract award unless specifically provided in the Contract Documents. 3.4 ADDENDA 3.4.1 Addenda will he mailed or delivered to all who are known by the issuing office to have received a complete set of Bidding Documents. 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. 3.4.3 No Addenda will he issued later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids. 3.4.4 Each Bidder shall :ascertain prior to submitting a Bill that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the Bid. ARTICLE 4 BIDDING PROCEDURES 4.1 FORM AND STYLE OF BIDS 4.1.1 Bids shall he suhntitet1 I in yarns identical to the lornt included with the Bidding Documents 4.1.2 All planks on the had lornt shall he tilled it by typewriter or manually in ink. 4.1.3 Where so indicated by the makeup 1 If the hid form, vents shall he expressed in hi th words and figures. and itt cast• uldi.. erep:incy between the two, the .i nuun1 %%riven in words shall govern. 4.1.4 Interline lions. alterauuns anal vi.I■tuc' nut.t he nnu.lt I by the signer of ibe till 4.1.5 All requested Alternates still be hid II no change its thy ham, Itid is required. enter \u t It,utge " 4.1.6 Where two or uuue Hills tits. designated portions of the Work have been requested. the !tulle! Ina%. %%1011 ita Is meanie of the hid security. state the Bidder's refusal to accept award ell• Tess than the cunihinatittit of Bids Stipulated by the Bidder. The Bidder shall make no additional stipulations on the hid form nor qualify the laid in any other tanner. 4.1.7 Each copy of the Biel shall include the legal name of the Bidder and a statement that the Bidder is a sole proprietor, part. nership, corporation or other legal entity. Each copy shall be signed by the person or persons legally authorized to hind the Bidder to a contract. A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A 131d submitted by an agent shall have a current power of attorney attached certifying the agent's authority to hind the Bidder. 4.2 BID SECURITY 4.2.1 If so stipulated In the Advertisement or Invitation to Bid, or supplementary Instructions to kidders, each Bid shall be accompanied by a bid security in the form and amount required, pledging that the Bidder will enter into a Contract with the Owner on the terms stated in the Bid and will, if required, furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the hid security shall not be forfeited to the Owner In the event the Owner fails to comply with Sub- paragraph 6.2.1. 4.2.2 If a surety bond is required, it shall be written on AIA Document A3 10, Bid Bond, unless otherwise provided in the Bidding Documents, and the attorney-in-fact who executes the pond on behalf of the surety shall affix to the bond a certified and current copy of the power of attorney. 4.2.3 The Owner will have the right to retain the hid security of Bidders to whom an award is being considered until either (a) the Contract has been executed and bonds, if required, have been furnished, or (h) the specified time ha.s elapsed 5o that Bids may be withdrawn. or (c) all Bids have been rejected. 4.3 SUBMISSION OF BIDS 4.3.1 All copies of the laid, the hid security, if any, and other documents required to he suhmitted'with the Bid shall he enclosed in a scaled opaque envelope. The envelope shall he addressed to the party receiving the Bids and shall he identified with the Project nanie, the Bidder's name and address and, it applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shall he enclosed in a separate m :lliltlt envelope with the n isa. alit "SEALED 1111) ENCLOSED" un the lace thereof. 4.3.2 Bids shall he deposited at the designated location prior UI the time and date fur receipt of Bids. hills received after the time and date for receipt uI Bids will he returned unopened 4.3.3 The Bidder shall :assume full responsibility for timely delivery at the It teat tn designated fur receipt of Bills. 4.3.4 oral. telephonic or tcicgraphii Bid% are invalid and will ni 11 receive l'1 Ilt.idertlt 111 4.4 MODIFICATION OR WITHDRAWAL OF BID 4.4.1 s.1 laid may not be ntoditicd, withdrawn or canceled by the Bidder during the stipulmet1 time period fsllo%ving the time 3 A701.1987 AIA DOCUMENT A701 • I \.7 HI t 'I It t \• 111 I11I 1111 It. • 11)1 II 111 111t 1 111\ • Ai. %' • i./d" • '5115 %%tl Nu' %\1\s1111 11111 Alit 111'1It I..1 "1S \I\%11uIi5 N1 \I1 \ \\ \\ \.III \1,111\ 1/i. :1141111. and date designated for the receipt of Ihtds. and each Bidder ski agrees in submitting a Bid. 4.4.2 Prior to the time and date designated for receipt of Bids, a 13k1 submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall he in writing over the signature of the Bidder or by telegram; if by telegram, written confirmation over the signature of the Bidder shall he mailed and postmarked on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid. 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid as modified or resubmitted. ARTICLE 5 CONSIDERATION OF BIDS 5.1 OPENING OF BIDS 5.1.1 Unless stated otherwise in the Advertisement or Invita• Lion to Bid, the properly identified Bids received on time will he opened publicly and will be read aloud. An abstract of the Bids will be made available to Bidders. When it has been stated that Bids will be opened privately, an abstract of the same infor- mation may, at the discretion of the Owner, be made available to the Bidders within a reasonable time. 5.2 REJECTION OF BIDS 5.2.1 The Owner shall have the right to reject any or all Bids, reject a Bid not accompanied by a required bid security or by other data required by the Bidding Documents, or reject a Bid which is in any way incomplete or irregular. 5.3 ACCEPTANCE OF BID (AWARD) 5.3.1 It Is the intent of the Owner to award a Contract to the lowest responsible Bidder provided the Bid hats been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive infitrmalities or irregularities in a Bid received and to accept the Bid which. in the Owner's judgment, is in the Owner's own best interests. 5.12 The Owner shall have the right to accept Alternates in any order or combination. unless otherwise specifically pro. \'kIed in the Bidding I NN:unecnts, and to determine the low Bid- der on the basis of the sum of the Base Bid and Alternates ac. ccpted ARTICLE 6 POST-BID INFORMATION 6.1 CONTRACTOR'S QUALIFICATION STATEMENT 6.1.1 Iliddcl. Iki \\110111 ,ivart1 01 a Contract is under con• si leraukin shall mil tt1 the Aicltmect, Lipkin raffle,. ,1 pngl eriy executed alt I )kiruniellt AMA, Comractor'.. Qualification statement. unless such a Statement has been previously required and I submitted as a prerequisite to the issuan. t p it hill• ding Documents. 6.2 OWNER'S FINANCIAL CAPABILITY 6.2.1 The Owner shall, at the request of the Bidder to whom award of a Contract is under consideration and no later than seven days prior to the expiration of the time for withdraw al if Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner's ohligatit ills under the Contract. Unless such reasonable evidence is fur- nished, the Bidder will not he required to execute the Agree. mcnt between the Owner and Contractor. 6.3 SUBMITTALS 6.3.1 The Bidder shall, as soon as practicable after notification of selection for the award of a Contract, furnish to the Owner through the Architect in writing: .1 a designation of the Work to be performed with the Bidder's own forces; .2 names of the manufacturers, products and the sup. pliers of principal items or systems of materials and equipment proposed for the Work; and .3 names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal portions of the Work. 6.3.2 The Bidder will he required to establish to the satisfac- tion of the Architect and Owner the reliability and respunsihil• ity of the persons or entities proposed to furnish and perfume the Work described in the Bidding Documents. 6.3.3 Prior to the award of the Contract, the Architect will notify the Bidder in writing If either the Owner or Architect, after due investigation, has reasonable objection to a person or entity proposed by the Bidder. If the Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder's option, (1) withdraw the Bid, or (2) submit an acceptable substitute person or entity with an adjustment in the Base' Bid or Alternate Bid to cover the difference in cost occasioned by such substitution. The Owner may accept the adjusted bid price or disqualify the Bidder. In the event of either withdrawal or disqualification, hid security will not he forfeited. 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection must he used on the Work for which they were pro. posed and shall not be changed except with the written coil- sent of the Owner and Architect. ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND 7.1 BOND REQUIREMENTS 7.1.1 If stipulated in the Bidding Documents. the Bidder shall furnish bonds covering the faithful perhiri ;inee of the Con- tract and payment of all ohlilatlons arising thereunder. !hinds may he secured through the Bidder's usual sources. 7.1.2 II' the furnishing of such bonds is stipulated in the Rid- ding Documents, the cost shall be included in the Bid. If the AIA DOCUMENT AT01 • !Ns, I u r . • r u )N' 111 nu i t ►ctts • tin 0 1 1 1 I I n I ►\ • Al 1' • 30 I'M- •MI. A701.1987 4 \\1I 011 \\ 1 \.1111 11 11 \Itt III1'I c :'ts. I - \S NI'\\ 1111th \\ i \I 1 . N \\ \\ AsIII♦t, I11N• 11 t: 201100 ■ furnishing of .uch bonds is required after receipt of hiss and before execution of the Contract, the cost of such hands shall he added to the laid in determining the Contract Sure. 7.1.3 if the Owner requires that bonds he secured from other than the Bidder's usual sources, changes in cost will be adjusted as provided in the Contract Documents. 7.2 TIME OF DELIVERY AND FORM OF BONDS 7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract. If the Work is to be commenced prior thereto in response to a.Ietter of intent, the Bidder shall, prior to com- mencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Subparagraph 7.2.1. 7.2.2 Unless otherwise provided, the bonds shall be written on A1A Document A312, Performance Bond and Payment Bond. Both bonds shall be written In the amount of the Con- tract. Sum. 7.2.3 The hunts shall he dated on or after the date of the Contract. 7.2.4 The Bidder shall require the atturney•in.fau who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney ARTICLE 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 8.1 FORM TO BE USED 8.1.1 Unless otherwise required in the Bidding Documents, the Agreement for the Work will be written on AIA Document A101, Standard Form of Agreement Between Owner and Con- tractor Where the Basis of Payment Is a Stipulated Sum. 5 A701 -1987. AIA DOCUMENT A701 • INSTRI'CT'ION% TO BIDDERS • FOt'RTH EDITION • MA' • t I■h' • 1 III, ASItiRICAN INSTITI *Tli c tF ARt11111(TS, I'3S NEU' YOM: A1'ENI'E, N 1Y .'A AAIIINt;11 )S 1)1 :INN ,f SECTION 00100 - SUPPLEMENTAL INSTRUCTIONS TO BIDDERS PROJECT NAME: FRANKUN QUEST RETAIL CENTER Southcenter Mall CITY, STATE: Tukwila, Washington ISSUE DATE: July 1, 1993 ARCHITECT: Smith•Layton•Anderson Architects•Planners•Interiors 375 West 200 South, Ste. 250 Saft Lake City, Utah 84101 (801) 322 -5550 PROJECT ARCHITECT: Chris W. Layton, A.I.A. PROJECT MANAGER: Mark Edmunds PROJECT SITE LOCATION: Southcenter mall #568 Tukwila, Washington OWNER AND ADDRESS: FRANKUN QUEST, INC. 2150 Parkway Blvd. Salt Lake City, Utah 84119 CONSTRUCTION SUPERVISOR: Charlie Fitch 1- 801/975 -1776 BIDS must be made in accordance with AIA Document A701 `Instructions to Bidders' and with these Supplemental Instructions to Bidders. 1. OWNER/CONTRACTOR AGREEMENT FORM A. It is important that each contractor review the following 'A.I.A. Standard Form of Agreement Between Owner and Contractor as it states the term of the contract and is included in the bidding and construction documents. Therefore, in submitting a bid to the Owner, the Contractor understands he accepts the terms of this document and all other documents of the drawings and specification date book dated July 1, 1993. 2. DOCUMENTS A. BIDDING DOCUMENTS include Instructions to Bidders, Bid Form, proposed Contract Documents, Specifications Construction all included in the project manual and the drawing sheet G1, Al, A2, A3, A4, M1, M2, P1, P2, El, E2, E3. B. QUALIFIED GENERAL CONTRACTORS will receive one (1) set reproducibles, one (1) set bluelines and three (3) sets of project manuals from the Owner. The documents shall be returned in good condition within seven days after the bid date or they will be charged $50.00 by the Owner. C. PARTIAL SETS will not be issued. D. SUBCONTRACTORS AND MATERIAL SUPPLIERS may purchase bid documents as set forth below: 1. EACH SET may be purchased at a cost of $50.00. Contact Architect for information. FRANKLIN QUEST 00100-1 E. SUPPLIERS AND SUBCONTRACTORS use of drawings and project manual during bidding is the responsibility of each General Contractor. F. UST OF RECOMMENDED SUPPLIERS (IF NEEDED) 1. If the Contractor is unable to find or receive any of the following products within the requirements of the construction period they should immediately contact the owners construction supervisor for a list of suppliers who can assist in insuring proper delivery. 3. EXAMINATION OF SITE AND DOCUMENTS A. Upon submitting a bid, the bidder acknowledges he has visited the site of the work, has acquainted himself with the conditions as they exist, has thoroughly examined the Drawings and Specifications prepared by the Architect, including other parts of the proposed Contract Documents and fully understands the conditions, difficulties and restrictions attending the execution of the Work. It is understood that omissions from the bid due to the failure of the bidder to fully acquaint himself with the site conditions and the requirements of the Documents will not entitle the bidder to additional consideration or compensation if awarded the contract. 4. INTERPRETATION OF DOCUMENTS A. Interpretations of the meaning of the Bidding Requirements, or of the proposed Contract Documents will be valid only If issued in writing by the Architect as Addenda. Such addenda will be issued no later than three days prior to the date for receiving bids. Each addendum will be numbered and dated and issued to all prospective bidders of record at the time of issuance. The interpretations or clarifications made other than by such addenda will not be binding upon the Owner or the Architect. Each bidder submitting a bid must acknowledge receipt of Addendum received in the blanks provided for this purpose in the Bid Form. B. Should a bidder find discrepancies in, or omissions from the Documents, or should he be in doubt as to the meaning of any requirements on the Documents, he shall at once notify the Architect (do not contact Owner) by phone (to be followed up by letter), but in no event later than three days prior to the date for receiving bids. Conflicting requirements brought to the Architect's attention subsequent to three days prior to the date for receiving bids will be subject to the Architect's decision and at no additional cost to the Owner. C. WORK OR MATERIALS required by Addenda shall become part of the Contract Documents, cost of which shall be included in Bid submitted. 5. SUBSTITUTIONS A. SUBSTITUTIONS shall not be included in either the base bid or alternates. Bidder may prepare and submit unsolicited alternates, including a brief outline of cost data as provide for on the Bid Form. 6. BASIS OF BIDS A. BIDDERS MUST INCLUDE unit cost Items, Bid Breakdowns and Alternates shown on the Bid Form. Failure to comply may be cause for rejection of the bid. B. BIDDERS DESIRING NOT TO BID on any Aftemates shall insert the words 'No Bid' in the space provide for prices for such Alternates. Should Owner elect to accept such Alternate, there shall be no basis for any claim that the Contract should be awarded to any bidder not bidding on the elected Aftemate. FRANKLIN QUEST 00100.2 C. THE WORDS 'NO CHANGE' shall be inserted in the Bid Form space for the cost of an Alternate, when the bidder proposes to provide work under the Alternate in the same cost as for the Base Bid. 7. BID SECURITY A. BID SECURITY, made payable without condition to the Owner, consisting of a bid bond, certified check or cashier's check on a solvent bank, shall accompany each bid in the amount of ten percent (10 %) of the bid amount as a guarantee that the bidder will enter into a Contract for Work covered by the bid. B. BID BONDS shall be written by a bonding company approved by the U.S. Treasury Department and licensed to do business in the State of Texas. Bid Bonds shall be submitted on AIA Document A 310, latest edition, as issued and approved by the American Institute of Architects, or other form acceptable to the Architect and Owner, without written exceptions. C. OWNER reserves the right to retain the Bid Security of all bidders until the successful bidder has entered into a Contract, or until 45 days after the bid opening whichever is the shorter. All other Bid Security will be returned as soon as practicable. D. IF ANY BIDDER REFUSES to enter into a Contract, Owner will retain his Bid Security as liquidated damages, but not as a penalty. 8. IDENTIFICATION AND SUBMISSION OF BID A. BIDS to be considered must be prepared in accordance with the instructions contained herein. B. BIDS shall be submitted in duplicate on loose form bound herein. The wording of the Bid Form shall not be changed or supplemented except in accordance with the instructions. All spaces shall be filled in with typewriter or ink. Where amounts are given both in words and figures, the words will govern in the event of conflict. Any erasures or corrections in the Bid Form must be initialed by the Signer. If bidder is a corporation, the Bid shall bear the legal name of the corporation, the State of incorporation, and the corporation seal. The Bid shall be signed by an officer authorized to bind the corporation to a contract and the signer's signature shall be attested to by another officer of the corporation. C. BID TIME AND PLACE: Bids will be received at the office of Smith•Layton• Anderson Architects•Planners•Interiors until 4:00 p.m. Daylight Savings - Mountain Standard Time, on Friday, July 9, 1993. Send bids to the attention of Mark Edmunds. D. TELEFAX communications with the bid price as submitted on Bid Form will be accepted prior to bid time. However, the original bid must immediately be sent to the Architect. E. WITHDRAWAL BEFORE BID OPENING: A bid may be withdrawn by written or telegraphic request received by Architect from bidder at any time before bid opening, but may not be resubmitted. F. AFTER BID OPENING: No bid may be withdrawn or modified except where the award of contract has been delayed for more than 60 days. FRANKLIN QUEST 00100.3 9. TIME FOR COMPLETION AND LIQUIDATED DAMAGES A. THE BIDDER MUST AGREE to commence work as soon as contract is awarded. This project must be completed within 35 calendar days. Please include in bid all methods and materials to substantially complete this project in the allowed amount of time. As alternate #1, provide a deductive amount if the completion time allowed is 45 calendar days. 1. Bidder must also agree to pay to the Owner, as liquidated damages, the sum of $ 500.00 for each consecutive calendar day after the projected completion date, during which the project remains uncompleted. Bidder shall fill in the date that they must receive a notice to proceed, as requested in the Bid Form in order to comply with the above schedule. If the Owner is unable to award a contract by that date, additional days will be negotiated relative to the Contract completion time. B. Store front fascia is to be completed ten (10) days prior to actual completion date to allow adequate time for signage installation. 10. PROGRESS PAYMENTS / PHOTOGRAPHS A. Because of the short period of construction the owner requests two applications for payment, one at 75% and the retainage will be applied for upon completion of all punch list items. B. Contractor awarded contract will be required to provide, at no additional charge to Franklin Quest, progress photos of the project. Photos must be submitted to Franklin Quest at the completion of various stages as stated below. Photos must be of an adequate quality to easily verrify the extent of the work completed. 1. Submit photos at 25%, 50%, 75% of completion and prior to any painting. 11. AWARD OF CONTRACT A. CONTRACT will be awarded as soon as possible to the lowest desirable bidder. B. THE OWNER reserves the right to waive any formalities, or to accept, or reject any or all bids and waive any irregularities, concerning the bids. C. Contractor awarded contract will be required to provide 'Performance and Payment Bond' AIA Document A312 for the amount of 100% of the construction cost. 12. BID BREAKDOWN COSTS A. BIDDER Is required to fill in the amounts for items listed on the Bid Form. 13. SUBSTITUTIONS /UNSOLICITED ALTERNATES A. REFER to the last page of the Bid Form. 14. SUBCONTRACTORS AND SUPPUERS UST A. THE OWNER will require the two (2) lowest bidders to submit within 72 hours after the bid opening a complete list of proposed Subcontractors and Suppliers who would perform work and supply materials in excess of $ 1,000.00 value for the Contractor in the event such Contractor is awarded the contract for construction of this project. Upon notice to proceed the successful Contractor FRANKUN QUEST 00100 -4 C t t 1 i FRANKLIN QUEST shall require his Subcontractors to provide a certified list of all Sub - subcontractors and sub - material suppliers performing work or supplying materials in excess of $ 500.00 value (if applicable. Such lists as identified above shall be updated monthly and shall be certified by the Contractor. END OF INSTRUCTIONS TO BIDDERS BID FORM NAME OF BIDDER DATE To the FRANKLIN QUEST INC. C/O Smith•Layton•Anderaon Archltects•Planners•Interiors 375 West 200 South Suite 250 Salt Lake City, Utah 84101 Tele: (801) 322 -5550 Fax: (801) 322 -5557 Gentlemen: The undersigned, In compliance with your Invitation for bids for the FRANKUN GUEST RETAIL STORE, having examined the Drawings and Speolfioatlons and related documents and the site of the proposed work and being familiar with all of the conditions surrounding the construction of the proposed protect, including tho availability of labor, hereby propose to furnish all labor, materials and supplies as required for the work in accordance with the Contract Documents as specified and within the time set forth and at the price stated below, This price Is to cover all expenses Incurred In performing the work required under the Contract Documents of which this proposal le a part. l/We acknowledge receipt of the following addenda: For all work shown on the drawings and described In the Project Manual, I/We agree to perform for the sum of: Dollars ($ ) (In the case of discrepancy, written amount shall govern) UWe guarantee to complete the work within calendar days after receipt of Notice to Proceed, should 1/We be the succeosful bidder. The amount of Type A carpet required is sq. yds. The amount of Type B carpet required is eq. yds. This bid shall remain good for 45 days after bid opening, Enclosed la , as required, in the sum of $ (Bond or Check) The undersigned Contractor's License Number for Is Upon receipt of notice of acceptance of thls bid, the undersigned agrees to execute the contract within five (5) days and deliver Performance and Payment Bond In the prescribed form In the amount of 100% of the general construction contract price for faithful performance of tho contract SUBSTITUTIONS OR ALTERNATES TO BABE BID The following substitutions of materials and /or equipment are proposed: Item Type of Organization: Manufacturer and Description Addition Deductions $ $ $ $ (Corporation, Partnership, Individual, etc.) SEAL (If a Corporation) Respectfully Submitted, Name of Bidder Authorized Signature B -1 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called the Principal, and 'Here Insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Dollars ($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents, WHEREAS, the Principal has submitted a bid for (Here Insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may In good faith contract with another party to perform the Work covered by said bid, then this obligation shalrbe null and void, otherwise to remain in full force and effect. Signed and sealed this day of 19 (Principal) (Seal) (Witness) (Title) (Surety) (Seal) (Witness) (Title) AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED • THE AMERICAN Ii1STITUTt OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 1 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A312 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): SURETY (Name and Principal Place of Business): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond: ❑ None CONTRACTOR AS PRINCIPAL SURETY (Corporate Seal) Company: Company: ❑ See Page 3 (Corporate Seal) Signature: • Signature. Name and Title: (Any additional signatures appear on page 3) (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): Name and Title: MA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED: • AIA 0 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W:, WASHINGTON, O.C. 20006 THIRD PRINTING • MARCH 1987 A312 -1984 1 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3 If there is no Owner Default, the Surety's obligation under this Bond shall arise after: 3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construc- tion Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason- able time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be de- clared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub- paragraph 3.1; and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accor- dance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Para- graph 3„ the Surety shall promptly and at the Surety's ex- pense t Ike one of the following actions: 4.1 ;Arrange for the Contractor, with consent of the Ow 'er, to perform and complete the Construction Co'' tract; or 4.2 , Undertake to perform and complete the Construc- tio i Contract itself, through its agents or through inde- pe dent contractors; or 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Con- struction Contract, arrange for a contract to be pre- pared for execution by the Owner and the contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in ex- cess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is deter- mined, tender payment therefor to the Owner; or .2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 5 If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6 After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Sure- ty is obligated without duplication for: 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- tion Contract; 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and re- sulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual dam- ages caused by delayed performance or non- perfor- mance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- struction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. 0 The Surety hereby waives notice of any change, includ- ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- tions. 9 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever oc- curs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation avail- AMA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • A1A ,A THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON. D.C. 20006 THIRD PRINTING • MARCH 1987 A312-1984 2 able to sureties as a defense in the 'jurisdiction of the suit shall be applicable. 10 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the sig- nature page. 11 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12 DEFINITIONS 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Con- MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: tractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, re- duced by all valid and proper payments made to or on behalf of the Contractor under the Construction Con- tract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- .nature page, including all Contract Documents and changes thereto. 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to per- form or otherwise to comply with the terms of the Construction Contract. 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Con - tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company:. Signature: Name and Title: Address: Signature: Name and Title: Address: (Corporate Seal) AMA DOCUMENT, A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED, • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W.; WASHINGTON, D.C. 20006 THIRD PRINTING • MARCH 1987 A312.1984 3 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A312 Payment Bond . Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): QWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond: O None CONTRACTOR AS PRINCIPAL SURETY (Corporate Seal) Company: Company: O See Page 6 (Corporate Seal) Signature: Signature. Name and Title: (Any additional signatures appear on page 6) (FOR INFORMATION ONLY —Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): Name and Title: AM DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING • MARCH 1987 A312.1984 4 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the perfor- mance of the Construction Contract, which is incorpo- rated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor; 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants. and 2.2 Defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for labor, materials or equipment fur- nished for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the • Surety, and provided there is no Owner Default. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes pay- ment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made .under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with the Contractor: .1 Have furnished written notice to the Con- tractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above no- tice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and .3 Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor. 5 If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is suffi- cient compliance. 6 When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the perfor- mance of the Construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's prior- ity to use the funds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelat- ed to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claim- ant under this Bond, and shall have under this Bond no obli- gations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent juris- diction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2.3, or (2) on which the last labor or service was performed by anyone or the last mate- • rials or equipment were furnished by anyone under the Con- struction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where • the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED • AIM THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N•W., WASHINGTON. D.C. 20006 THIRD PRINTING • MARCH 1987 A312-1984 5 Bond shall be construed as a statutory bond and not as a common law bond. 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equip- ment for use in the performance of the Contract. The intent of this Bond shall be to include without limita- tion in the terms "labor, materials or equipment" that part of water, gas, power, Tight, heat, oil, gasoline, telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Con- tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Name and Title: Address: (Corporate Seal) Signature: Name and Title: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.. N.W„ WASHINGTON, O.C. 20006 THIRD PRINTING • MARCH 1987 A312.1984 '6 AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987 Edition of AIA Document A201, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Nineteen Hundred and BETWEEN the Owner: (Name and address) and the Contractor: (Name and address) The Project is: (Name and location) The Architect is: (Name and address) day of in the year of The Owner and Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, ©1987 by The American Institute of Archi- tects, 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 prosecution. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA. •.©1987 • THE AMERICAN. INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101 -1987 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and arc as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed In a notice to proceed issued by the Owner. (insert the elate of commencement. if it differs from the date of this Agreement or, if applicable, state that the duty will be fied in a mace to proceed.) Unless the date of commencement Is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar tkte or number uJculendar days after the date of commencement. Also insert any requirements Jor earlier Substantial Completion ulcer. lain portions at the Work, if not stated elsewhere in the Contract l)tcnnnmfs.) sublect to adlustments of this Contract Time as provided in the Contract Documents. (User, prnrisIWns. tf any, J'or liquidated damages relating fu Jttilure to complete run HmrJ . AIA DOCUMENT A101 • OWNER•CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA• • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101.1987 2 E7 ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor In current funds for the Contractor's performance of the Contract the Contract Sum of Dollars (5 ), subject to additions and deductions as provided in the Con- tract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. / /decision on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for eacb and the date until which that amount Is valid.) 4.3 Unit prices, if any, are as follows: AIA DOCUMENT A101 • OWNER•CONTRACTOR AGREEMENT •, TWELFTH EDITION • AIM `• 01987.;. THE AMERICAN INSTITUTE OF ARCHITECTS; 1735 NEW YORK AVENUE, N.' , WASHINGTON. D.C. 2oOo6 `A101 =1967 3 ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.3 Provided an Application for Payment is received by the Architect not later than the day of a month, the Owner shall make payment to the Contractor not later than the day of the month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than days after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such forth and supported by such data to substantiate Its accuracy as the Architect may require. This Schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment, 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, Tess retainage of percent ( %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be Included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by Change Order; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of percent ( %); 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Para- graph 9.5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall he further modified under the following circumstances: 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to percent ( %) of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims; and 5.7.2 Add, if Mal completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions, 5.8 Reduction or limitation of retainage, if any, shall be as follows: (/J it ts intended. prior to Substantial Completion of the entire Work, to reduce or limit the retatttage restelting/rom the percentages inserted in Aubpara- graphs S.6. / and S.A.: above, and Ibis Is not explained elsewhere in the Contract Documents. Insert Here prot•tsfon for such reduction or Itntitattou.) AIA DOCUMENT A101 • OWNER•CONTRACTOR AGREEMENT • TWELFTH EDITION •AIM • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101 -1987 4 I 1 I 1 1 I 1 i i i 1 i ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the ref erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located, (Insert rate of interest agreed upon, if any.) (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local Consumer credit lams and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of ibis provision. Legal advice should be obtained with respect to deletions or modificatan s, and also regarding requirements such as written disclosures or waivers.) 7.3 Other provisions: ARTICLE 8 TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. MA DOCUMENT A101 • OWNER•CONTRACTOR AGREEMENT • TWELFTH EDITION • Ale • 0)19M7 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 A101.1987 • 5 ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AIA Document A101, 1987 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AIA Document A201, 1987 Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated , and are as follows: Document Title Pages 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: (Either ILO the Spec /fkatlm,s here nr refer to an exhibit attache(' In Ibis Agreement) Section Title Pages AIA DOCUMENT A101 • OWNER• CONTRACTOR AGREEMENT. • TWELFTH EDITION' AIA'' • ©19R7 THE`AMERICAN INSTITUTE OF ARCHITECTS, 173i NEW AVENUE, N.W.; WASHINGTON, D.C. 20006' =A101 -1987 r r r r f: 1 r i I 9.1.5 The Drawings are as follows, and are dated (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title 9.1.6 The Addenda, if any, are as follows: Number unless a different date is shown below: Date Date Pages • Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless, the bidding requirements are also enumerated in this Article 9. MA DOCUMENT A101'• OWNER•CONTRACTOR AGREEMENT • TWELFTH EDITION •.AIM: • ©I987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW .YORK AVENUE, N.W,, WASHINGTON, D.C. 20006 A101 -1987 7 9.1.7 Other documents, If any, forming part of the Contract Documents are as follows: (List here any additional documents which are Intended to form part of the Contract Documents. The General Conditions provide that bidding requirements such as advertisement or invitation station In hid, Instructions to Bidders, sample forms and the Contractor's hid are not part of the Contract Documents unless enumerated In Ibis Agreement. They should be listed here only If intended to be part of the Contract Documents.) This Agreement is entered Into as of the day and year first written above and is executed In at least three original copies of which . one is to be delivered to the Contractor, one to the Architect for use In the administration of the Contract, and the remainder to the Owner. OWNER (Signature) (Printed name and title) CONTRACTOR (Signature) (Printed name and title) AIA DOCUMENT A101 ■ OWNER•CONTRACTOR AGREEMENT • TWELFTH EDITION • Ale .• 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE; N.W., WASHINGTON; D.C. 2uuio( A101.1987 8 1 e t r c 1 SECTION 01010 - SUMMARY OF WORK PART 1 - GENERAL 1.01 SCOPE A. Requirements of DIVISION 1 - GENERAL REQUIREMENTS apply to every section contained in the Project Manual, and shall govern the execution of Work required by the Contract Documents. B. Furnish everything necessary for and incidental to proper and satisfactory completion of all Work specified and indicated or shown in the Contract Documents. 1.02 CODES A. Law of place of building governs. Conform to applicable requirements of the latest editions of the Uniform Building Code, Uniform Building Code Standards, Uniform Mechanical Code, Utah State Plumbing Code, National Electrical Code, National Fire Protection Association requirements, local ordinances, and UOSHA requirements applicable to this project, current A.S.A. Building Accessibility Standards, unless a higher standard is called for, without additional cost to the Owner. 1.03 CONTRACT LIMITS A. Portions of this site within the contract limits are indicated on the drawings. Verify contract limits with the Architect prior to bid date. END OF SECTION SECTION 01090 - DEFINITIONS AND STANDARDS PART 1 - GENERAL 1.01 SCOPE A. Definitions: Basic Contract definitions are included in the General Conditions. 1. Directed: Terms such as 'directed', 'requested', 'authorized', 'selected', 'approved', 'required', and 'permitted' mean 'directed by the Architect', 'requested by the Architect', and similar phrases. However, no implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision. 2. Approve: The term 'approved,' where used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the duties and responsibilities of the Architect as stated in General and Supplementary Conditions. Such approval shall not release the Contractor from responsibility to fulfill Contract requirements unless otherwise provided in the Contract Documents. 3. Furnish: The term `furnish' is used to mean 'supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations." 4. Install: The term 'install' is used to describe operations at project site including the actual 'unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.' 5. Provide: The term 'provide' means 'to furnish and install, complete and ready for the intended use.' B. Specification Format and Content Explanation: 1. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16- Division format and MASTERFORMAT numbering system. 2. As applicable, saome portions or descriptions of the specifications may not apply to this project. The drawings and keynotes typically show those projects and products which are applicable. C. Drawing Symbols: 1. Graphic symbols: Where not otherwise noted, symbols are defined by 'Architectural Graphic Standards,' published by John Wiley & Sons, Inc., eighth edition. 2. Mechanical /Electrical Drawings: Graphic symbols used on mechanical and electrical Drawings are generally aligned with symbols recommended by ASHRAE. Where appropriate, they are supplemented by more specific symbols recommended by technical associations including ASME, ASPE, IEEE, and similar organizations. Refer instances of uncertainty to the Architect for clarification before proceeding. D. Industry Standards: 1. Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents. Such standards are made a part of the Contract Documents by reference. Individual Sections indicate which codes and standards the Contractor must keep available at the Project Site for reference. FRANKUN QUEST 01090-1 2, 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. 3. Conflicting Requirements: Where compliance with two or more standards is specified, and they establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced, unless the Contract Documents indicate otherwise. Refer requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent to the Architect for a decision before proceeding. 4. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents. a Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source. b. Although copies of standards needed for enforcement of requirements also may, be included as part of required submittals, the Architect reserves the right to require the Contractor to submit additional copies as necessary for enforcement of requirements. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated, Where such 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 to the context of the text provision. END OF SECTION SECTION 01300 - SUBMITTALS PART 1 - GENERAL 1.01 SHOP DRAWINGS (as applicable) A. Refer to Section 00700 - General Conditions of the Contract for Construction. Submittals required by Landlord shall also be included in the scope of work, if applicable. B. Submit 6 copies of each shop drawing, minimum, to Architect for review. Architect will record corrections and adjustments on each print and return for appropriate handling and /or resubmittal. Where operational and instruction manuals and /or material lists are required, submit 6 copies of each to Architect, accompanying shop drawings, covering any item or work not specifically identified in these documents. C. Review of shop drawings is only for general compliance with the design concept of the project and general compliance with the information given in the Contract Documents. Any action shown is subject to the requirements of the Contract Documents. 1.02 SAMPLES A. Submit samples requested by requirements of each technical section. B. Collect and submit to the Architect, color samples if the manufacturer and color varies from the specified materials. Otherwise no alternates will be approved. 1.03 PROGRESS SCHEDULE A. Form of schedule: 1. Critical Path Method (CPM), or 2. Gantt Chart Method with 'S' curve. 3. Other methods as approved by Architect. B. Submit 3 copies of estimated schedule within 7 days of Notice of Award to Architect and to owners Construction Manager. If required, revise and resubmit within 3 days after return of review copy. C. 2 copies of updated schedules shall be submitted with each application for payment. Submittal of progress schedule shall occur at least once per month. D. Content of Schedule: 1. Complete sequence of construction by activity. 2. Submittal submission dates, review periods, order dates, and delivery dates. 3. Detailed activities of each trade. 4. Submittals dates for 'record drawings', operation and maintenance manuals. 5. Cleanup, final inspection, punchlist completion, substantial completion. 6. Dates for special inspections. 7. Progress of project. 8. Anticipated weather Impacts, and holidays. E. Show network activities as time scaled; identify starting time for all activities in not less than weekly divisions, from left to right. F. Subcontractors shall be notified of schedule and agree, by contract, to comply with schedule. Post updated schedules in the construction office. END OF SECTION FRANKUN QUEST 01300-1 l: SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.01 SCOPE A. The work required under this section consists of all temporary construction and related items necessary to complete the work indicated within the Contract Documents including all fees and permits required by the building owner and local municipality. 1.02 OFFICE FACILITIES A. Provide a field office for the duration of the project. This office and its facilities shall be accessible to the Owner and Architect or their representatives. Field office shall be appropriately heated and cooled. Provide table to layout drawings and provide sufficient, accessible filing space for documents. 1.03 TOILET FACILITIES A. Provide toilet facilities for workmen during the course of construction. Comply with applicable health codes. 1.04 SCAFFOLDING AND RUNWAYS A. Provide and maintain for the duration of the work, as required, all scaffolding, hoists, falsework, staging, for performance of the work under this contract, except as may be otherwise specified in the several specifications sections bound herein. B. All scaffolding, runways and the Tike shall comply with the requirements of applicable local, state and federal statutes, laws and ordinances, including safety rules and regulations of authorities and insurance carriers having jurisdiction. 1.05 PROTECTION A. Provide adequate protection for all persons, all parts of work, and all materials furnished for and installed therein not expressly covered under other sections of these documents. B. Immediately following the Initial delivery and storage of combustible materials at the site of the work, and throughout the construction period thereafter, supply and maintain suitable and adequate means of fire protection about flammable structures or grouping of combustible materials incident to the Work. C. Maintain all protection media in place and in good order until removal thereof is approved by Architect or until immediately prior to final inspection of work. 1.06 DUST ABATEMENT A. Provide necessary equipment and methods to eliminate dust in all areas of construction and facility during the entire term of the contract. Excess dirt or materials that are deposited beyond the contract limits shall be immediately cleaned up and removed from the area. B. Provide and maintain a temporary enclosure as per the Landlord's specifications. 1.07 TELEPHONE SERVICE A. Provide telephone services for use by the Owner, Architect, and several subcontractors engaged in the Work. Long distance charges shall be paid by the party placing the call. FRANKLIN QUEST 01500 -1 1.08 WATER A. Water for construction is available at the site from the Owner's facilities. Provide hoses, valves, etc. required for access. 1.09 POWER A. Temporary power required for construction _ and the operation of the facility until acceptance by the Owner shall be paid by the Contractor. Coordinate location and hook- up of temporary power with Local Power Company. Pay for all fees required to obtain temporary power. 1.10 HEATING AND COOLING A. Temporary heating and cooling required for construction and operation of the facility until acceptance of the Owner shall be paid by the Contractor. Coordinate with Division 15, to ensure proper operation and timely start up. Repair or replace damaged or worn Items at no additional cost to the Owner. 1.11 BUILDING OWNERS COMPLIANCE A. General Contractor is to be responsible to obtain permission and approvals from Landlord. B. General Contractor is to coordinate with all subcontractors that may abe required by the building owner to do portions of the work. C. See following Rules & Regulations for additional items. END OF SECTION FRANKLIN QUEST SOUTHCENTER SHOPPING CENTER Tenant Construction Information IMALL MANAGEMENT PERSONNEL Mali Management Office 246 -0423 1 Maintenance Directo /Security Director 246 -7400 Mall Security /After Hours: 246 -2304 CONSTRUCTION DEPOSIT I$1,000.00 Payable to: Center Ridge Company #50 IlUT/LITIES Electrical Service Puget Power II Renton, WA 98055 620 S. Grady Way Phone: 455 -5120 Contact: General Information IWater Service I 1 Gas Service 1„ Refuse Service tTelephone [ROOF CONTRACTOR City of Tukwila Water Department 6200 Southcenter Blvd. Tukwila, WA 98188 Phone: 433 -1835 Contact: Ginger Washington Natural Gas Phone: 464 -1588 Contact: General Information SeaTac Disposal P.O. Box 24646 Seattle, WA 98124 Phone: 725 -4200 Contract: Stephen Caputo G.M. U.S. West Communications Phone: 346 -6800 Contact: General Information "All roof penetrations or other related work require the involvement of the mall specified roofing contractor listed below: Cascade Roofing 1 6308 - 212th St. SW Lynnwood, WA 98036 Phone: 464 -0441 or 672 -4730 Contact: Chris Smith BARRICADE REMOVAL IFKobelin Construction 19505 Grannis Road Bothell, Washington 98017 - 1 Contact: Scott Kobelin Phone: 487 -2342 STRUCTURAL ENGINEERS f; Any floor penetrations or other structural related work require the involvement and approval of the following engineers. ABKJ 220 West Seattle, Phone: Contact: Harrison Washington 98118 285-1185 Bob Anderson or Allen Johnson PAINT SPECIFICATIONS Farwest Paint Company 4522 S. 133rd Tukwila, WA 98188 Phone: 244-8844 Contact: Jeff Back Door Color Service Corridor Color Soffit Color EXTERIOR BRICK SPECIFICATIONS SUPPLIER: Mutual Materials 605119 North East Bellevue, Washington 98005 Phone: 455-2869 Contact: Gordon Anderson INTERIOR TILE (FOOD COURT) SUPPLIERS: T & A Supply P.O. Box 19238 Seattle, WA 98109 Phone: 282-3770 Contact: Katherine Terrazzo Specifications: General Terrazzo 1711 Lake Ave. S. Renton, WA 98055 Phone: 255-8753 Contact: Dave FO 888 5000 FO 239 - Back. Door Blue - Umber White - Barricade White MANUFACTURER: New Castle Brick Co. Specs: Copper Mission Texture Monteray Mission Texture Size: 3 1/2 x 2 1/2 x 7 1/2 Astm C-216 SW, FBS - SPECIFICATIONS MANUFACTURERS: Metro Tile Manufacturers SPRINKLER REV/EW/NOTIFICATION Factory Mutual 454-3931 A:/CONSTRUCTION.TNT - (1/24/92) Phone: 216-484-4876 Contact: Don/Kevin Specifications: 935-4" x 8" Pinkmetro Size: 4" x 8" Sand Cushion Terrazzo • 2 - t V 1 SOUTHCENTER SHOPPING CENTER PREFERRED SUBCONTRACTOR LIST Glass /Glazing McIntosh Glass, Inc. 5100 14th Ave. N.W. Seattle, WA 98107 (206) 783 -1884 Rainier Glass 22225 76th Ave. S. Kent, Wa. 98032 (206) 725 -6824 Ceramic /Marble Tiles General Terrazzo 1711 Lake Ave, S. Renton, Wa. 98055 (206) 255 -8753 Western Tile & Marble 1880 136th Place N. Bellevue, Wa. 98005 (206) 643 -1380 Fire Protection John Abel Fire Protection Co. 4932 Pioneer Road Bothell, Wa. 98012 (206) 481 -7669 Rooting Cascade Roofing 6308 212th S.W. Lynwood, Wa. 98036 (205) 464 -0441 Brill Roofing 500 Grade Street Kelso, Wa. 98624 (206) 577 -0585 HVAC Pac -Aire 1702 Pike St. NW Auburn, WA 98001 (206) 833 -0181 McKinstry Services P.O. Box 24406 Seattle, Wa. 98124 (206)762 -5900 Electric McMullen 203 Stuart W. Puyllaup, Wa. 98371 (206) 845 -7593 NEU Electric 717 S. 51st Street Tacoma, Wa. 984088 (206) 362 -0100 Homes Electric P. O. Box 179 Renton, Wa. 98057 (206) 255 -8666 Southcenter Shopping Center Preferred Subcontractors List Page 2. Plumbing McKinstry Services P.O. Box 24406 Seattle, Wa. 98124 (206) 762 -5900 General Construction Kobelin Construction 19505 Grannis Road Bothell WA 98012. (206) 487 -2342 Algene Construction P. O. Box 1353 Lynwood, Wa, 98046 (206) 774 -3115 JMF Construction 15 S. Grady Way Renton, Wa, 98055 (206) 226 -9874 5/30/93 CONSTRUCTION DISK FILE: - CONTRACT LST (11 u 1 1 r f 1 I 1.. I1 l 4 1 i 1 i CONSTRUCTION PHASE RULES FOR CONTRACTORS 1. Preconstruction Meeting - Landlord Documents and Drawings Rules for Contractors Exhibit C Tenant Manual Landlord Approved Drawings Typical Tenant Drawings Punch List/Construction Report FORM 1A • FORM 18 • FORM iC • FORM 10 1 FORM 1E • FORM 1F • 2. Preconstruction Requirements • Contractor's Documents, Licenses & Permits List of Contractors, Subcontractors and Suppliers Building Permits Insurance Certificates Performance, Labor and Material Bonds 3. Preconstruction Requirements • Authorization for Access Temporary Letter of Authorization Documents to be stored or posted within the Tenant Space 4. Construction Requirements Material Receipt Protection of Property Site Access and Parking New & Existing Construction Work Area and Storage Security and After -Hours Work Landlord Inspection of Tenant Construction Safety Temporary Utility Services Temporary Water Toilet Facilities Temporary Barricades New Mall Construction (Expansion & Food Court) Existing Mall Construction Signage Material Deliveries Below -Grade Construction Interruption of Utility Services Noisy Construction Trash Removal New Construction Existing Construction /Remodel Sprinkler System Building Modifications FORM 2 • FORM 2A • FORM 2g • FORM 2C ■ FORM .3 • FORM 3A • 5. Opening - Post Construction and Opening Requirements Opening/Closing Notice Contractor Evaluation Occupancy Permit Punch List and Store Opening Sprinkler Drawings Lien Waivers and Affidavits FORM 5 • FORM 5A • FORM 5B • ., FORM 5C • FORM 5D • FORM 5E • 19 6. Supplemental Rules for Contractors - Stores Remaining Open During Remodeling 20 Store Manager Construction Zones Security and After -hours Work Safety Store Size General Rules for Contractors Work Stoppage by Landlord Note: Failure to comply with the Tenant's Lease, Tenant Manual or the Rules. for Contractors may. result In a-revocation of the Letter of Authorization for Access and a shut -down of construction, FORM 2A • FORM 2B • 111,141:iiiittlititilM1111111111111111 2. Preconstruction Requirements • Contractor's Documents, Licenses & Permits: Tenant's Contractor shall provide information as follows: List of Contractors, Subcontractors and Suppliers • All those to be used. Building Permits • A copy of each of the local and state building permits (as required) and any additional permits as may be required by governing authorities. Insurance Certificates • Evidencing the required insurance coverage as set forth in "Insurance Requirements" below. Type of Insurance Limits of Liability General Liability * Personal Injury $2,000,000 per occurrence Property Damage $ 500,000 per occurrence 'Combined or split, bodily injury and property damage coverages may be Tess provided that excess liability coverage on an umbrella form is at least S2,000,000 Automobile Liability Personal Injury $ 500,000 per person $1,000,000 per occurrence Property Damage $ 500,000 per occurrence Workman's Compensation In accordance with state regulations. Employer's Liability $ 100,000 per occurrence In addition, the Shopping Center owner, Jacobs, Visconsi & Jacobs Co., Center Ridge Co. or other management company as indicated on the sample insurance certificate and Tenant shall be named on the Certificate(s) as insureds and be provided with a thirty (30) day written notification in the event of cancellation, renewal or a material policy change. Each certificate must include the name of the Tenant, the Tenant's Contractor and indicate the Shopping Center as the location to be insured. Note: If covered by store's operating insurance, minor redecorating of an existing store (i.e., painting, replacing wall covering, carpeting or sign) does not require an additional certificate. However, electrical, HVAC, plumbing, structural or major storefront remodeling must have a certificate evidencing those specific coverages. Performance, Labor and Material Bonds - As set forth in "Bonding Requirements" below. The Tenant's Contractor shall secure, pay for and maintain a Performance and Labor and Material Payment Bond in the Form of AIA Document A -311, February 1970, Ed., in an amount equal to the cost of Tenant's construction or to the total contract price. Said bond shall name the Shopping Center owner (use legal name shown on sample insurance certificate) as an additional beneficiary and shall be issued by a surety company authorized to write bonds for the U. S. Government for no less than $2,500,000. FORM 2C • 13 FORM 3A • 3. Preconstruction •Requirements • Authorization for Access Letter of Authorization for Access • Issued by the Mall Representative, accompanied by a set of keys to the Premises.. Authorization for access will not be issued without: • Meeting with the construction superintendant • Receiving Building Permit • Receiving Insurance Certificate, • Receiving Performance Labor and Material Bonds • Having a list of subcontractors • Receiving the required security deposit Temporary Letter of Authorization for Access • Issued if all of the above is not completed, giving the contractor . two weeks to conform. See Supplemental Rules for Contractors for stores remaining open during remodeling. Note: The following documents shall be posted within the Premises by the Tenant's Contractor as directed by the Mall Representative: FORM 1A A copy of the Rules for. Contractors 18 Exhibit C portion of the Tenant's Lease 1C Tenant Manual 10 A complete set of Vlbrking Drawings for the Premises as stamped by the Landlord, "Approved For Construction" 1E A complete set of Typical Tenant Drawings 2A A set of drawings as approved and stamped by the appropriate building authorities and any building or inspection permits as may be required by governing authorities A copy of the Letter of Authorization for Access 1 r FORM 4 / 4. Construction Requirements: Material Receipt • Landlord's pre - purchased equipment and materials for the Tenant's Contractor (e.g., mall floor tile, electrical transformers, mixing boxes, etc.) may have been pre - purchased or pre- ordered by the Landlord on the Tenant's behalf. To determine what equipment or materials have been pre - purchased or pre- ordered, the Tenant's Contractor should contact the Mall Representative. The above is documented on Form 4 and forwarded to Landlord's Accounting Department. Protection of Property - The Tenant's Contractor shall be responsible for protecting the Landlord's and any other parties' property from damage. Any and all repair of damage to such property will be performed by the Landlord (or as directed by the Landlord) and at the expense of the Contractor who caused the damage. The Tenant's Contractor shall be responsible to replace and/or repair any and all damage to any existing or adjacent store as caused by the Tenant's Contractor and /or subcontractors. Such damage may include, but is not limited to: merchandise, furniture, fixtures and any other existing construction. The Tenant's Contractor shall provide adequate fire extinguishers within the Premises while under construction. Site Access and Parking - New Construction - Site entrances will be opened and closed periodically to allow for the completion of the entrances and parking facilities. Access to the site and building will be through designated entrances only. New & Existing Construction - The Tenant's Contractor shall be responsible to coordinate all material deliveries to the Premises whether for construction, fixturing, or merchandising. All deliveries shall be made through the rear door of the Premises either via the adjacent service corridor or truck dock area. AT NO TIME WILL THE TRANSPORTATION OR DELIVERY OF MATERIAL BE ALLOWED EITHER IN OR ACROSS THE ENCLOSED MALL PUBLIC AREA WITHOUT THE EXPRESS WRITTEN CONSENT OF THE MALL REPRESENTATIVE. Specific areas have been designated for parking. The Tenant's Contractor shall be responsible to ensure that all employees working in the Premises use the designated parking areas. THERE WILL BE NO TENANT CONSTRUCTION TRAILERS ALLOWED AT THE SHOPPING CENTER. No parking will be allowed in any of the driveways, fire lanes, and truck docks except for temporary loading and unloading.. Work Area and Storage • The Tenant Contractor's work area will be restricted to the Tenant's leased Premises. No storage or work areas will be allowed in the adjacent Tenant units. At no time are the service corridors to be used as a storage or work area. Security and After Hours Work • The Landlord will not be responsible for providing security protection for any materials and/or equipment related to the construction, fixturing, or merchandising of the Premises. 15 r,- Se Se 1 1 1 1 r 1 1 The Tenant's Contractor must receive the prior permission of the Mall Representative for work after normal working hours. if permitted, the Tenant's Contractor shall provide the Mali Representative with the name of personnel working after hours, the Tenant unit number in which they will be working, as well as a phone number at which the General Contractor's superintendent may be reached after hours. The Mall Representative will then give this information to the security supervisor. After hours, any individuals on the site not registered with security may be removed from the Shopping Center. Landlord Inspection of Tenant Construction • The Tenant's Construction work will be observed periodically by the Mall Representative. Any violation to the requirements as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, or Rules for Contractors, and anything not in accordance with the Tenant's Drawings as approved by the Landlord, must be immediately corrected by the Tenant's Contractor at the Contractor's expense. Safety • The Mall Representative may stop work in violation of O.S.H.A. standards or which may, in the Landlord's opinion, cause injury or harm to the public or property. Temporary Utility Services • Temporary electric power will be made accessible for those tenants where permanent power is not yet available. Where permanent power is available, it is the responsibility of the Tenant's Contractor to provide the necessary equipment to supply the electrical power needed for construction. Temporary Water • At the sole discretion of the Mall Representative, the Tenant's Contractor may be allowed to use the Shopping Center water service. Toilet Facilities • It will be the responsibility of the Tenant's Contractor to provide adequate toilet facilities for all employees working in the Premises. (The Shopping Center toilet facilities will not be available for contractor use unless specifically authorized by the Mall Representative.) The location for the temporary "portable" type toilet facilities must be approved through the Mall Representative prior to their placement. Tenant's Contractor shall, at Tenant's expense and subject to Mall Representative's prior approval, provide additional temporary services as may be required to complete the construction of the Premises (e.g., temporary heat). CONSTRUCTION Temporary Barricades • New Mall Construction and Food Court - Prior to the start of any construction, the Tenant's Contractors shall be responsible to erect a temporary barricade in accordance with enclosed details. See back pocket. There will be no door allowed in the temporary barricade unless required by code. All access to the Premises shall be through the rear service door entrance. NO TENANT CONSTRUCTION OR SALES RELATED PERSONNEL WILL BE PERMITTED IN THE MALL PUBLIC AREAS WITHOUT EXPRESS WRITTEN CONSENT OF THE LANDLORD'S REPRESENTATIVE. The Tenant's Contractor shall remove the temporary barricade prior to the opening of the Premises only after receiving permission to do so from the Mall Representative. Should the Landlord's barricade panels be utilized, the Tenant's Contractor shall rerhove and return the materials to a location within the Shopping Center as directed by the Mall Representative. Temporary Barricades - Existing Mall Construction - Prior to beginning any construction, the Tenant's Contractor shall ensure, if required by the Mall Representative, that a temporary barricade be installed at the storefront. Where a barricade has already been erected by the Landlord, the Tenant's Contractor shall be responsible for the extension of the barricade past the Lease line to accommodate the storefront work. The barricade shall not be extended until storefront work actually begins and shall not be more than four feet (4') past the storefront Lease line. Where a temporary barricade has not been installed, and Landlord's pre- formed barricade materials are available from a stockpile in the Shopping Center, Tenant's Contractor shall use said materials to erect a barricade as shown on the enclosed sketch. See back pocket. Any cost for the repair of damage to the barricade and/or materials shall be reimbursed to the Landlord by the Tenant's Contractor. The dismantling of the barricade shall be the responsibility of the Tenant's Contractors and the materials shall be returned to a location as directed by the Landlord's Representative. All barricades shall be extended or constructed during the non- operating hours of the Shopping Center. NO BARRICADE SHALL BE REMOVED OR DISMANTLED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE MALL REPRESENTATIVE. Any barricade removed without the Mall Representative's consent will be reconstructed by the Landlord at the Tenant Contractor's expenses. Signage - The Contractor is not allowed to post any company name or sign on the temporary barricade. The Contractor shall post all signage as required by the Mall Representative for public safety or general warning. 17 Material Deliveries- It shall be the responsibility of the Tenant's Contractor to ensure that the delivery of any material, equipment, fixtures and merchandise will be made through the rear service door of the Premises via the service corridor or truck dock adjacent to the unit. No deliveries will be allowed through the Enclosed Mall entrances without the express written consent of the Mall Representative. Below -Grade Construction • Prior to beginning any below -grade construction work, the Tenant's Contractor must meet with the Mall Representative to review the locations of any underground utility services that may be located in the Premises. Any damage to existing underground services will be repaired by the Landlord's original installer (or Landlord's Designee) and charged to the Contractor causing the damage. See "Protection of Property" herein. Interruption of Utility Services - Tenant's Contractor must receive the Mall Repre- sentative's approval at least three (3) days prior to any modification to utility services that may temporarily interrupt such services to other tenants or to the Shopping Center. Noisy Construction - The Shopping Center Manager has established working hours when the contractor may perform "noisy" construction. This would be work such as jack hammering, saw cutting, core drilling, etc. (Check with the Mall Representative for these restricted hours.) The Mall Representative reserves the right to order an immediate halt to any excessive noisy work being done that is disruptive to the normal operation of the adjacent tenant's and/or Shopping Center. Trash Removal - All trash will be confined to the Premises and removed at the end of each day by the Tenant's Contractor. Any trash found in the service corridors, adjacent tenant units, and/or public areas will be removed by the Landlord and billed to the Tenant's Contractor at a rate of $35.00 per man hour. New Construction - Dumpsters will be provided at points designed by the Mall Representative. UNDER NO CIRCUMSTANCES ARE THE SHOPPING CENTER TRASH COMPACTORS TO BE USED BY THE TENANT'S CONTRACTORS. Existing Construction/Remodel • Tenant's Contractor shall provide a dumpster at a point designated by the Mall Representative. UNDER NO CIRCUMSTANCES ARE THE SHOPPING CENTER TRASH COMPACTORS TO BE USED BY THE TENANT'S CONTRACTORS. • {, Sprinkler System - Tenant's Contractor shall receive the Mall Representative's approval at least two (2) days in advance of making any modification to the existing sprinkler system that will affect the Shopping Center system. Tenant's Contractor shall receive the Mall Representative's approval at least two (2) days in advance prior to needing the Shopping Center's sprinkler system drained. No Shopping Center sprinkler system will be left drained over night. All systems will be charged and operational when Tenant's Contractor leaves for the night. Building Modifications • Under no circumstances will the Tenant's Contractor be allowed to penetrate the roof or adjust or modify the Landlord's sprinkler system, fixtures, utilities, structure, equipment or facilities. Any such work must receive the Mall Representative's express written consent and will be done by the Landlord's original contractor (or Landlord's Designee) at the Tenant Contractor's expense. 5. Opening - Post Construction and Opening Requirements: Opening/Ciosing Notice - Shopping Mall Management will complete Opening Notice and distribute. FORM 5A • FORM 5B • FORM 5C • FORM 5D • FORM 5E • Contractor Evaluation - Shopping Mall Management will evaluate the satisfactory completion of the store for the Landlord's records in the interest of establishing an ongoing working relationship with the contractor. Occupancy Permit - Contractor shall provide Landlord's representative with a copy of the Occupancy Permit. Punch List and Store Opening • Upon completion of construction and prior to opening, the Mall Representative will conduct a final observation and compile a punch list. The Premises will be allowed to open for business only after the Mall Representative has received a copy of the occupancy permit and the punch list items have been satisfactorily completed. Sprinkler Drawings - Verify that Sprinkler drawings have been submitted to Landlord's Fire Protection Engineer and/or Landlord. Lien Waivers and Affidavits • The Tenant's Lease requires the Tenant to submit a detailed breakdown of the Tenant's final construction costs to the Landlord. This "detailed breakdown" will be given to the Mall Representative and shall consist of the following: a. An original notarized "Tenant's General Contractor's Affidavit" indicating the total cost of construction for the Premises broken down into the various sub - trades, labor and material suppliers. b. An original signed "General Contractor's Affidavit and Waiver of Lien ". c. The original signed "Subcontractor's Affidavit and Waiver of Lien" for each subcontractor. 19 6. Supplemental Rules for Contractors • Stores Remaining Open During Remodeling: Store Manager - In addition to the General Contractor and /or major Sub- contractors, the Store Manager must be present at the pre - construction meeting to discuss plans for the remodel, time span of remodel and related safety issues. The Store Manager must also sign Form #3 or #3a; the Letter of Authorization for Access or the Temporary Letter of Authorization for Access. The Store Manager must also sign at the bottom of this Supplemental Rules for Contractors. Construction Zones • The tenant's construction representative has agreed to establish the construction in zones as designated on the barricade plan. The Mall Representative, the Contractor and the Store Manager should review the attached zoning plan and the time frame of each zone. Security and After -hours Work - In addition to the security and after -hours work, referenced on page 15 of this Manual, the Store Manager and Contractor must also prepare for and indicate whether a security officer or other service is needed given that the store is opened and merchandise is available to both the contractors and possibly the public. Safety • In addition to the O.S.H.A. safety standards, referenced on page 16 of this Manual, the Store Manager and Contractor must observe the following guidelines: a. Keep a minimum of a four foot (4') barricade around all construction areas. b. Apply plastic sheeting from the barricade up to the ceiling so as to minimize dust and related damage to merchandise, customers and the public mall areas. c. Verify all workmen's tools, ladders and loose construction supplies are out of customers and specifically, children's reach. d. Verify any overhead dangling light fixtures, conduits, etc. are well within the confines of the barricaded visqueen areas. e. Verify the store has downsized its stock properly so as to remain open for business and still accommodate clear fire exits through both the rear and front of the store. Store Size - The Mall Representative and the Contractor shall review the size of the store and the proposed zoning plans to determine if the store can remain open for business while remodeling. Insurance • The store's operating insurance might cover minor remodeling in which a certificate evidencing the same shall be required. Rules for Contractors - All items on the Rules for Contractors still apply to all construction agreements. Work Stoppage by Landlord • In the event that any of the Tenant's Contractors violate the Lease such that, in the Mall Representative's sole opinion: a. The contractor's acts of omission may be injurious to persons or property, b. The remodeling is causing a disturbance to the normal operation of the Shopping Center or adjacent tenant, or c. The remodeling is causing an unreasonable offense to customers, the Mall Representative may order the construction to cease until such time that said violation has been cured. r t 1 1 1 1 1 1 1 1 1 1 0 1 i 1 SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 SCOPE A. This section includes requirements for project closeout, including but not limited to, Cleaning, Record Drawings, Warranties, Operations and Maintenance Manuals, Owner personnel instruction, Systems startup, Extra Materials, Removal of Temporary Facilities, and Final Inspection. 1.02 CLEANING A. The premises shall be in a neat and orderly condition for the duration of this project. Each respective trade shall be responsible for his own accumulation. Police and be responsible for the orderly storage of materials, tools, and equipment, see that each trade follows through with his divisional responsibility of removal of unwanted material and debris, initial cleandown of newly installed work affected by each respective trade's activity. B. At the time of acceptance by the Owner, all portions of the work shall be finished and cleaned, ready for use by the Owner. 1.03 WARRANTIES A. Provide 2 sets warranties on any and all equipment and materials required to have warranties. B. Deliver to the Architect for review and forwarding to the Owner. C. Warranties required by the General Conditions of the Contract shall apply to all Sections of these specifications. Warranties, unless noted otherwise, shall commence with the date of substantial completion. D. Include transmittals for extra materials. 1.04 OWNER'S PERSONNEL INSTRUCTIONS A. Arrange with Owner for timing and operational instructions for Owner's personnel by factory trained manufacturer's agents. When such is a part of the equipment furnished, complete all such requirements as a condition of release of final payment. 1.05 SYSTEMS START -UP A. Prior to substantial completion and final inspection all mechanical, plumbing, electrical, fire detection and alarm, and other systems shall be proved by being placed in operation. Make all necessary adjustments and modifications to ensure complete operation of systems. B. Refer to Division 15, and Division 16 for specific requirements of systems startup. 1.06 EXTRA MATERIALS A. Review requirements for extra materials specified in the technical specification sections. B. Submit to the Owner's designated representative extra materials. The Owner's representative will sign the transmittal letter indicating receipt of materials. Copies of transmittal letters shall be bound and submitted with warranties. FRANKLIN QUEST 01700-1 1.07 RECORD DRAWINGS A. Maintain complete 'as- built' record set of Contract Documents. Job Superintendent shall be responsible to see that any changes or modifications shall be recorded the same day these changes are made. Concealed items shall be identified in the 'record documents', with sufficient detail and dimensions to facilitate location of items after concealment. B. At the completion of the project, review `record documents' for completeness and accuracy and submit to the Architect. 1.08 TEMPORARY FACILITIES A. Prior to final inspection and complimentary with completion of Work, remove mobile construction office, storage trailers, temporary toilet facilities and other temporary controls not specified to remain. 1.09 FINAL INSPECTION A. Refer to Section 00700 - General Conditions of the Contract for Construction. A final inspection will be scheduled when all construction has been completed, the Architect has accomplished his final inspection, Issued a 'punch list', and all deficiencies have been corrected. The project must be complete and operational before final Inspection is performed. B. The final Inspection will be made by representatives of the Owner, Architect, Contractor, and appropriate subcontractors . and suppliers. END OF SECTION t SECTION 02000 - DEMOLITION: A. General Contractor is responsible for each aspect of demolition required to facilitate any new construction shown or described in these contract documents. It is important that all affected contractors bidding or constructing on this project field verify all existing conditions to determine the extent of demolition, The Contractor understands the importance of field verification and excepts the project existing verifiable conditions as they are and has included in his bid amount any and all labor and materials required to demolish the required work unless specified otherwise in his bid proposal. Specific items to be removed include, but are not limited to the following: 1. All plumbing, mechanical and electrical lines that are abandoned are to be capped as required as to not interfere with new construction. 2. All flooring (wood, stone, tile, vinyl, etc.). is to be removed. Scarify existing concrete as required to facilitate new flooring. 3. Existing storefront is to be removed in its entirety so as to not interfere with new construction. 4. All existing interior tenant walls as required. 5. Remove all existing slot wall as required. Existing ceiling and false beams as required. END OF SECTION 1 1 A M r 1 1 1 1 1 i 1 i SECTION 03300 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 SUMMARY A. Section includes providing and installing cast -in -place concrete flat work. B. All welded wire mesh and miscellaneous rebar required shall be furnished, properly cut and shaped as indicated. C. Items furnished by other Sections. 1. Obtain information and instructions from other trades and suppliers in ample time to schedule and coordinate so that provisions for their work can be made without delaying the project. 2. Allow other trades the availability of forms to layout and insert materials and fittings. Do all cutting_ and. altering of formwork as may be required. 3. Secure all pipe sleeves, anchors, inserts, conduit, and other materials in connection with concrete construction, in position before concrete is placed. 4. Do any cutting and patching made necessary by failure or delay in complying with these requirements at no additional cost to Owner. 1.02 REFERENCES A. Comply with applicable requirements of American Concrete Institute Standard ACI 347, 'Recommended Practice for Concrete Formwork.' B. Comply with applicable requirements set forth in the 'Manual of Standard Practice for Detailing Reinforcing Concrete Structures', ACI 301, ACI 315, except where more exacting requirements are specified. Concrete Reinforcing Steel Institute (CRS!), 'Manual of Standard Practice'. C. Comply with all applicable, state and local codes and safety regulations, latest editions; Portland Cement Association standards, ACI 318; 1988 Uniform Building Code, and standards; and any others referred to herein, as may be amended. 1. Ready -Mix Concrete: Comply with requirements of ASTM C 94, and as herein specified. 1.03 SUBMITTALS - Not Required 1.04 QUALITY ASSURANCE A. Keep a record on the site of time and date of placing concrete, open to inspection of Architect or Construction Manager. B. Drying shrinkage shall not exceed 0.040 % at 28 days of drying time when tested in accordance with ASTM C -157 and as hereinbefore specified. C. Tolerances: The following minimum tolerances shall be held in all areas: 1. Slab: Plus or minus 1/4" within 10 ft. thickness. 1.05 DELIVERY AND STORAGE - As Required 1.06 PROJECT CONDITIONS A. Environmental Requirements: 1. Temperatures of concrete at time of placement shall not be less than 50 degrees F. nor exceed 70 degrees F. Keep concrete and formwork at a temperature not less than 50 degrees F. for not less than 72 hours after pouring. FRANKLIN QUEST 03300 -1 1.07 WARRANTY A. Furnish 2 year warranty for concrete material and workmanship. Promptly replace defective work at no additional cost to the Owner. Pitting, spelling, and crazing shall be considered defective work. PART 2 - PRODUCTS 2.01 MATERIALS A. Cast -In -Place Concrete: 1. Portland Cement: ASTM C -150, Type 11, low alkali. One brand of cement shall be used throughout the work. 2, Aggregates: ASTM C-33, except as modified below: a. Fine aggregates shall be a natural sand consisting of well shaped hard durable grains. It shall contain not more than 3% silt and clay by weight and shall be free of detrimental amounts of alkali, mica, weak particles, injurious organic matter, or other deleterious material. b. Coarse aggregate shall consist of clean, hard, durable particles of close - grained crushed rock, gravel, or crushed gravel and shall be free from injurious amounts of soft, friable, thin, elongated or laminated particles, loam, organic, or other deleterious matter. Two sizes of coarse aggregate shall be used: 1 /4' to 1' and 3/4' to 1 -1/2'. Aggregates shall be well graded between limits as required by ASTM C-33. 3. Water: potable, 4. Calcium Chloride shall not be allowed. Admixtures shall not be allowed, unless noted otherwise. 5. Air Entrained Admixture ASTAM C 260: 6 -1/2% ± 1%. 6. Curing: General purpose compatible with carpet, vinyl composition tile, etc. a. ASTM C-309, Type 1, Class B. 7. Welded wire fabric shall conform to ASTM A -185. 2.02 MISCELLANEOUS MATERIALS A. Epoxy Adhesive: ASTM 0 881, two component material suitable for use on dry or damp surfaces. Provide material 'Type', 'Grade', and 'Class' to suit project requirements. PART 3 - EXECUTION 3.01 INSTALLATION A. Cast -In -Place Concrete: 1. Before placing, clean mixing and conveying equipment and clean space to be occupied by concrete. Remove ground water until completion of work. Place concrete within 1- 1/2 hours after cement has been introduced into aggregate. 2. Mix for a period of not less than 10 minutes; at least 3 minutes of mixing period shall be immediately prior to discharging on the job. Introduction of additional water after initial mixing is not permitted unless additional test cylinders are taken and reported. 3. Carry on concreting, once started, as a continuous operation until the section is completed. 4. Handle concrete as rapidly as practicable from mixer to place of deposit by methods which prevent separation or loss of ingredients. Deposit as nearly as practicable in final position to avoid rehandling or flowing. 5. Concrete that has partially hardened shall not be deposited in the work. FRANKUN QUEST 03300 - 2 B. Curing: Perform curing of concrete by curing and sealing compound, as herein specified. 1. Provide curing and sealing compound to exposed interior slabs as follows: a. Apply curing and sealing compound to concrete slabs as soon as final finishing operations are complete (within 2 hours). Apply uniformly in continuous operation by power -spray or roller in accordance with manufacturer's directions. Maintain continuity of coating and repair damage during curing period. b. Do not use membrane curing compounds on surfaces which are to be covered with coating material applied directly to concrete, liquid floor hardener, waterproofing, dampproofing, membrane roofing, flooring (such as ceramic or quarry tile, glue -down carpet), painting, and other coatings and finish materials, unless otherwise acceptable to Architect. C. Finish: 1. Interior slabs shall be compacted and screened uniformly to grades shown and bull floated. As soon as surface becomes workable, it shall be steel troweled to a uniform, smooth, true surface finish. Surface of finish slabs shall not vary more than 1/8' in 10 ft. D. Construction Joints: Location and details of construction joints shall be as indicated on drawings, as specified or as approved by the Architect. 1. Isolation Joints in Slabs -on- Ground: Construct at points of contact between slabs -on- ground and vertical surfaces, such as column pedestals, foundation walls, grade beams, and elsewhere as indicated. 3.03 APPLICATION A. Tolerances: 1. Slump limits of vibrated concrete, when tested in accordance with ASTM C -143, shall be: Interior Slabs 3.04 PROTECTION Minimum Maximum 2' 3' A. Protect concrete slabs from traffic or damage. Replace any damaged concrete at no additional cost to the Owner. 3.05 CLEANUP A. Refer to Section 01700. B. Clean up all concrete and cement work upon completion of this portion of the work; however, protective coatings or building papers shall remain until floors have completely cured or until interior partitions are to be installed. 1. During concrete operations dump excess material in one location to facilitate easy clean up. C. Clean exposed concrete surfaces and adjoining work stained by leakage of concrete to approval of Architect. 3.06 GUARANTEE: A. This contractor shall guarantee his work against pitting, spalling, or other defects for a period of two (2) years from time of substantial completion. END OF SECTION FRANKUN QUEST 03300.3 `DIVISION 5 - METALS Section: 05500 ,, Metal Fabrications_ .• SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.01 SUMMARY A. Section includes metal fabrications including anchorage devices and required appurtenances. B. This section may not apply to all FRANKUN QUEST STORES. 1.02 SUBMITTALS 1 A. Refer to Section 01300. 1.03 DELIVERY, STORAGE AND HANDLING A. Deliver and store materials in dry, protected areas. Protect from rusting and other damage. Remove any damaged items from site and replace at no additional cost to the Owner. 1.04 PROJECT CONDITIONS A. Verify all dimensions by taking field measurements; proper fit and attachment of all items is required. B. Coordinated with other trades for prompt delivery of all materials needed for erection of installation. Identify all items, bolts and other loose materials. C. Any miscellaneous steel required to support, brace and shore any equipment or fixtures shown at no additional cost to the owner. PART 2 - PRODUCTS 2.01 MATERIALS A. Steel: All miscellaneous steel sections shall be standard, cold rolled sections conforming to ASTM A-36. Fabricated Items requiring welding shall, in all cases, be made from ASTM A-36 steel. B. Mild Steel: ASTM A -283. C. Primer: Zinc chromate on ferrous items FS -TT -P -645. D. Electrodes: All arc- welding shall conform to American Welding Society for Steel Arc - welding Electrodes. Electrodes shall be as recommended by their manufacturers for the position and other conditions of actual use. PART 3 - EXECUTION I3.01 EXAMINATION f A. Examine all subsurfaces to receive work and report, In writing, to the Architect any conditions detrimental to the work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. FRANKUN QUEST 05500-1 3.02 PREPARATION A. Furnish all necessary templates and patterns required by other trades. Supervise and be responsible for proper location and installation of materials built into concrete, partitions, or other locations of respective trades. Provide holes and connections for work of other trades and make necessary connections. 3.03 INSTALLATION A. Install true, square, plumb and accurately fitted. 3.04 CLEANUP A. Refer to Section 01700. END OF SECTION DIVISION 6 - WOOD AND PLASTIC Section 06010 - Rough Carpentry Section 06400'= Finish Carpentry SECTION 06010 - ROUGH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. Section includes materials for rough carpentry, anchorage, fasteners, and related products. 1. Blocking, furring strips, grounds, and other items of rough carpentry work. 1.02 DELIVERY, STORAGE AND HANDLING A. Deliver and store lumber on wood blocking and cover for protection. 1.03 PROJECT CONDITIONS A. Coordinate with all other trades as required to complete work in a timely manner and satisfaction of the Architect. B. Various accessory and finish items described in other sections will require blocking, backing or other support from rough carpentry. Carefully study the Contact Documents and coordinate with other trades as required to install all required support. PART 2 - PRODUCTS 2.01 MATERIALS A. Lumber: 1. Nonstress graded members shall be Douglas Fir No. 2 or better, U.S. Department of Commerce Product Standard PS 20 (Section 10). All sides shall be surfaced. Equivalent grading by WWPA approved. Maximum 10% moisture content required. B. Connecting Hardware: Fumish and install all connecting hardware shown or noted on the drawings, specified herein, or required to complete the work. 1. Nails: Common wire, hot dipped galvanized for exterior work. Unless otherwise noted, nails shall meet FS -FF -N -101. 2. Screws: Standard domestic manufacture, bright steel, except galvanized for exterior use and of brass, bronze, aluminum or stainless steel when used to attach items made of those materials. 3. Bolts: Standard mild steel, square head machine bolts with square nuts and malleable iron or steel plate washers or carriage bolts with square nuts and cut washers as indicated. Bolts, nuts, and washers, wholly or partially exposed on exterior, shall be galvanized. Sizes indicated on the drawings. Conforming to ASTM A-307. 4. Lag screws, shear plates, and split ring connectors: Conforming to the requirements of the 'National Design Specifications for Stress - graded Lumber and Its Fastenings' of the National Forest Products Association. 5. Framing Anchors, Joist hangers: Universal Anchor Company or Simpson Products. 6. Power Driven Inserts: Ramset or Hilti. Install per manufacturer's instructions. 7. Powder Actuated Fasteners: FS- GGG -D77a, installed per manufacturer's printed directions. Charge shall be powerful enough to prevent spalling of concrete. 8. Miscellaneous Clips, Steel Assemblies: Conforming to ASTM A-36. D. Wood Treatment: 1. Wood In contact with earth, concrete or masonry shall be redwood or pressure treated in accordance with LP 2-80. 2. Fire treated wood shall be U.L rated with 0 -25 flamespread, U.L. label on each piece. FRANKLIN QUEST 06010 -1 PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrate to determine acceptable conditions to receive rough framing work. Report in writing, to the Architect, conditions detrimental to the Work. Commencement of the work of this section shall be construed as acceptance of subsurfaces. 3.02 ERECTION A. Install all rough carpentry with proper provisions for work of other trades. Do all cutting required to accommodate plumbing, heating and ventilation, electrical and other trades. Fit neatly around all exposed items such as outlet boxes, conduit, pipes and ducts. B. Fit closely and set accurately to required lines and levels and secure rigidly in place. Nail and spike in a thorough manner with not less than the sizes and quantities indicated. C. Provide all backing, furring or blocking indicated or required for proper installation and attachment of work of other trades. 3.03 CLEANUP A. Refer to Section 01700. END OF SECTION e 1 A r 1 i i C f 1 e c SECTION 06400 - FINISH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. Section includes finish carpentry work, including but not limited to, custom millwork, hardwood trimwork and slotwall. B. Related Sections: 1. Refer to Section 09900 - Painting for finishing. 1.02 SUBMITTALS A. Refer to Section 01300. B. Shop Drawings: 1. Millwork: Show full size or large scale showing sizes, materials, grain run, methods of construction, connection to adjacent members, and installation. Indicate all backing members for installation and all hardware. 1.03 QUAUTY ASSURANCE A. The following standards apply to work in this section except where more stringent requirements are specified herein: 1. Architectural Woodwork Institute 'Quality Standards'. 2. Western Wood Products Association Manual. 3. American Wood Preservers Association Specifications, 'Custom' grade. 1.04 DELIVERY, STORAGE AND HANDUNG A. All lumber and finished woodwork shall be protected from the weather while in transit and at the site. When delivered, it shall immediately be placed under cover and adequately protected form the weather. Kiln dried materials shall not be stored or erected in wet or damp portions of the building. B. Do not deliver any materials until all work that could cause damage to the millwork has been completed. 1.05 PROJECT CONDITIONS A. Verify all dimensions shown on the drawings by taking field measurements; proper fit and attachment of all parts is required. 1.06 PLASTIC LAMINATE A. Provide plastic laminate as shown on drawings - refer to Section 12300, 2.02, B. - for brand and color. PART 2 - PRODUCTS 2.01 MATERIALS A. Hardwood Trim: Poplar A.W.I paint grade. Trim shapes shall be shop fabricated to required shapes from properly cut members. Refer to details on the drawing. Specified shapes available through Bringard Mill (801) 973 - 4466, FRANKUN QUEST 06400 -1 B. MDF Board: Medium density fiber board (paint grade) - provide as detailed on drawings. C. Fasteners: Use only hot -dip galvanized or aluminum finish casing nails, or screws at slotwall as recommended by the manufacturer. D. Slotwall - Displawall 2000 (paint grade) or approved equal. 1. This is a special order item. 2. Panels to be 60' X 96' with slots at 4' o.c. to run the 96' direction. 3. All slots to have brushed aluminum 'T' inserts. E. Particle board shelving. Paint grade pine or fir base. Refer to drawings for size and details. PART 3 - EXECUTION 3.01 PRIMING A. Back paint all wood surfaces inaccessible and unexposed after installation, before delivery as recommended by A.W.I. standards specified herein. 3.02 INSTALLATION A. Work shall be assembled at the mill, insofar as is practical, and delivered ready for erection. When it Is necessary to cut and fit on the job, the materials shall be made In accordance with the measurements taken on the job. B. Exposed surfaces shall be machine sanded where required for finished surfaces. C. Items shall be securely attached to supporting structure or other construction. AU connections shall be hidden unless detailed otherwise. D. Set nails for putty. Hammer marks are not acceptable on any exposed finished surface and shall be cause for rejection by Architect. E. Make all end splices exposed in finished members bevel splices and not square butted. Install members in the longest lengths possible. F. Install work to details shown, plumb, level, and to line and securely anchored. Make scribes, where required, accurate. Miter comers of trim. G. Provide and install other miscellaneous millwork items and related work required to complete work in this section. H. Prepare all woodwork installed hereunder by cleaning and sanding as required to receive finish specified in Section 09900. * I. All end to end connections of slotwall shall be 'biscuit jointed', glued, filled, sanded and painted such that no visible joint exists. Should it be necessary to joint panels at their top and bottom conditions, use half slots at each side and install as per manufacturers recommendations. 3.04 CLEANUP A. Refer to Section 01700. END OF SECTION FRANKLIN QUEST 06400-2 DIVISION 7 - :THERMAL AND MOISTURE PROTECTION 1 1 I 1 I 1 f 1 1 i to SECTION 07900 - JOINT SEALERS PART 1 - GENERAL 1.01 SUMMARY A. Section includes joint fillers, sealants and caulking shown on the drawings and specified herein. B. Caulk at any union of dissimilar materials. 1.02 SUBMITTALS A. Refer to Section 01300. B. Submit manufacturer's literature for each material specified designating each material and its specific job application. Include data substantiating that products comply with the specification requirements. 1.03 DELIVERY AND STORAGE A. Deliver material to job in original containers with unbroken seals. Store in protected location to prevent damage or deterioration of materials. Remove damaged material from site and replace at no additional cost to the Owner. 1.04 WARRANTY A. Work shall be warranted for a period of 5 years from date of substantial completion against defects in labor and materials. B. Keep record of sealant material used indicating location and manufacturer of material, and submit as part of project closeout. PART 2 - PRODUCTS 2.01 MATERIALS A. Colors: For exposed materials, provide color as indicated or, if not indicated, as selected by Architect from manufacturer's standard colors. For concealed materials, provide the natural color which has the best overall performance characteristics. B. Compatibility: Confirm compatibility of each material that will be exposed in the joint system. C. Elastomeric Sealants: 1. One - component polyurethane sealant: (at pipe openings) Polyurethane base, one part elastomeric sealant, complying with FS- TT- S- 00230C, Type II, Class A. D. Butyl -base compound: 1. Interior application: Shall be smooth flowing, single component, architectural grade, synthetic, general purpose, non -oily, butyl, non - hardening, curing to a tack free surface, paintable, in gun grade consistency. 2. Approved manufacturer a. DAP, Inc. Butyl -flex b. Percora Corporation BO -158 E. One - Component Polysulfied Sealant: 1. Exterior openings. 2. One -part polysuffide liquid polymer base rubber compound, which cures at normal temperature to a firm rubber gun grade, complying with FS-TT-S-00230C, type II, class B. FRANKUN QUEST 07900 -1 F. Mastic 1. General purpose butyl based compound, knife or troweled consistency. G. Fire Stop Caulking 1. Fire Barrier caulk CP 25 manufactured by 3M, or approved equal. H. Miscellaneous Materials 1. Bond breaker tape: Polyethylene tape or other plastic tape as recommended by the sealant manufacturer to be applied to sealant - contact surfaces where bond to the substrate or joint filler must be avoided for proper performance of sealant. Provide self- adhesive tape wherever applicable. 2. Sealant backer rod: Compressible rod stock of polyethylene foam, butyl rubber foam, neoprene foam, or other flexible, permanent, durable, nonabsorbtive material as recommended for compatibility with sealant by the sealant manufacturer. 3. Joint Primer: Type recommended by sealant manufacturer. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine subsurfaces to receive work and report, in writing, to Architect, any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 3.02 INSTALLATION OF JOINT SEALANT A. Set joint filler unit at proper depth or position in the joint to coordinate with other work, including the installation of bond breakers, backer rods, and sealants. Do not leave voids or gaps between the ends of joint filler units. All workers shall be skilled and experienced in each phase of the work in which they participate. B. Install sealant backer rod for liquid elastomeric sealants, except where shown to be omitted or recommended to be omitted by sealants manufacturer for the application shown. C. Install bond breaker tape wherever shown or required to ensure that elastomeric sealants will perform properly. D. Employ only proven installation techniques which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets. E. Except as otherwise shown, fill sealant rabbet to a slightly concave surface. Fill horizontal joints to form a slight cove, so that joint will not trap moisture and dirt. F. Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into the voids or adjoining surfaces. Clean the adjoining surface to eliminate evidence of spillage. G. All caulking and sealants shall be installed per manufacturer's recommendations. All surfaces shall be dry and clean or treated as directed. Seal all interior joints as indicated on the drawings or as required to seal to the exterior. H. Calk all interior door and window frames. I. Do no caulking below 40 degrees F. unless approved, in writing, by the Architect. All opening joints shall have backing where possible. Depth to width proportions shall be as recommended by caulking manufacturer with no bead less than 1/4' x 1/4'. Beads shall be uniform size, tooled smoothly. J. Unless noted otherwise, install caulking at all surface edges of dissimilar materials. FRANKUN QUEST 07900 - 2 Olt PV 3.03 CLEANUP A. Refer to Section 01700. END OF SECTION Section 08100`' -, Steel Doors & Frames r. Section 08200: - Wood Doors, Section 08400 - `Aluminum Entrances Section 08700 Finish Hardware rSection.08800 = :Glass and Glazing 1 1 1 1 r r i 1 1 i i 1 1 1.' i SECTION 08100 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Section includes hollow metal doors, and door frames, shown on the drawings and specified herein. 1.02 SUBMITTALS A. Refer to Section 01300. B. Schedule door and frame types, using Architect's designations, showing elevations, jamb, head, and sill details and other pertinent information. 1.03 QUALITY ASSURANCE A. Coordinate work and scheduling of the work of this section with other trades for anchorage and installation. 1.04 DEUVERY AND STORAGE A. Frames and doors shall be stored in an upright position, under cover, on the building site, on wood sills or on the floor, in a manner that will prevent rust and damage. Avoid creating a humidity chamber by using a plastic or canvas shelter and by not venting the area covered. Remove any damaged items from site and replace at no additional cost to Owner. B. All metal frames and doors shall be provided by one manufacturer. PART 2 - PRODUCTS 2.01 DOOR AND WINDOW FRAMES A. Construct to shapes and sizes shown, meeting various wall thicknesses. B. Materials: Pressed steel shall be free of defects impairing their strength, durability or appearance. Frames shall conform to requirements of ANSI /SDI - 100, latest edition. C. Metal door frames: Shall be fabricated from 16 gage steel. Frames shall be combination type with integral stop and trim. Head assemblies to be reinforced internally at each miter joint with 16 gage channel- shaped reinforcements. Frames shall be one piece welded construction. 1. Provide U.L labels for the frame and for the class of opening indicated. Construction details and hardware applications authorized by the U.L shall take precedence over project details or specifications. a. Frames shall bear U.L labels. D. Frames shall have one welded -in floor anchor in each jamb. Three field inserted steel snap -in anchors (maximum of 24" o.c.) shall also be provided for each jamb. Anchors shall be of proper type for the particular construction involved (masonry, steel stud, etc.). E. Provide angle spreader for frames during shipping, handling and installation. F. Galvanize exterior frames, hot dip, ASTM A -525 and A -526, Type 1, Class D. FRANKUN QUEST 08100-1 2.02 METAL DOORS A. Construct to sizes shown; provide necessary clearances and bevels to permit operation without binding and to accommodate thresholds where required. B. Provide one -piece pan shaped face sheets of 18 gage material, spot welded to 20 gage reinforcing channels (18 gage at edges) which are spaced not over 8' o.c. and run full height of doors. Weld continuous 18 gage stiffener channels at top of all doors and close tops of exterior frames against water accumulation and make watertight. Pack spaces between reinforcing members with inorganic insulating material to sound deaden doors. Fill joints with mineral filler; finish surface smooth and flush. Bevel lock stile 1/8' in 2'. C. Include reinforcements and mortising for required hardware specified under Section 08700 from templates furnished thereunder. Reinforce butt cutouts with minimum 3/16' thick steel plate, drilled, tapped and welded in place. D. Fire rated doors shall be constructed to meet U.L requirements and shall display label. E. Clean thoroughly, fill joints smooth, and prime with factory baked -on neutral gray rust - inhibiting paint tested per ASTM D -174 and B -117. 2.03 HARDWARE PREPARATION A. Make cutouts for required hardware specified under Section 08700 from templates furnished thereunder. Reinforce butt cutouts with minimum 3/16' thick steel plate, drilled, tapped and welded in place. Provide strike stops on frames with holes for 3 rubber door silencers; on double door frames, provide for 2 silencers per door at head. Reinforce head section for installation of closers. Plaster guards shall be installed in back of all applicable hardware cutouts. Frames shall be reinforced for surface applied hardware. Reinforcement shall comply with S.D.I. recommendations. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine all subsurfaces to receive work and report, in writing, to the Architect, any conditions detrimental to work. Failure to observe thls injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 3.02 WORKMANSHIP A. All work shall be shop fabricated to required profiles by forming and welding with comers, angles and edges straight and sharp. Fit and fabricate accurately with corners, joints, seams and surfaces free from warp, wave, buckle, or other defects. 3.03 SHOP PAINTING A. All exposed surfaces not galvanized shall be cleaned, bonderized, and given one baked -on shop coat of gray synthetic primer. Paint back surfaces of frames in masonry walls with heavy bodied bituminous paint. 3.04 INSTALLATION OF METAL FRAMES A. Install plumb, straight, true, and rigidly secured In place. Frames shall be properly braced until anchored to final support. Provide temporary spreaders. B. Frames shall be anchored to concrete floors with powder actuated bolts. FRANKUN QUEST 08100 -2 C. Frames in masonry shall be filled solid with grout. 3.05 INSTALLATION OF DOORS A. Fit metal doors accurately in their respective frames. Check and readjust operating finish hardware on metal doors just prior to final inspection. Leave work in complete and proper operating condition. B. Fire rated doors shall be installed with clearances as specified In NFPA pamphlet No. 80 and requirements of Fire Marshal having jurisdiction. . Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch -up of compatible air drying primer. 3.06 CLEANUP A. Refer to Section 01700. 1 END OF SECTION SECTION 08200 - WOOD DOORS PART 1 - GENERAL 1.01 SUMMARY A. Section includes wood doors shown on the drawings and specified herein. 1.02 SHOP DRAWINGS A. Refer to Section 01300. 1.03 COORDINATION A. Coordinate work and scheduling of the work of this section with other trades for anchorage and installation of hardware. 1.04 INSPECTION A. Examine all subsurfaces to receive work and report, in writing, to the Architect, any conditions detrimental to work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces, 1.05 DELIVERY AND STORAGE A. Doors shall be stored in an upright position, under cover, and protect from extreme change in temperature and humidity. Avoid creating a humidity chamber by using a plastic or canvas shelter and by not venting the area covered. Remove any damaged items from site and replace at no additional cost to Owner. B. All doors shall be provided by one manufacturer. C. Ship materials to job site in separate containers with identified building locations. 1.06 WARRANTY A. All wood doors shall carry a 5 year warranty. Doors showing defects within the term of the guarantee shall be replaced at no additional cost to the Owner. B. Any core telegraphing shall be considered a defect and may be cause for rejection. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Other manufacturers may be approved subject to meeting the requirements of this spec. B. Approved manufacturers 1. Cal -wood Doors 2. Weyerhaeuser 3. Algoma Doors 2.02 WOOD DOOR A. Face veneer shall be medium density overlay, phenolic resin impregnated cellulose fiber sheet, prime coat. FRANKUN QUEST 08200-1 B. Core shall be particle board of average density, 28 to 32 pounds per cubic foot. Stiles shall be a minimum of 1 -1/8', compatible in appearance with the face veneer. Rails shall be a minimum of 2- 1 /4'. C. Doors shall be standard solid core. Provide U.L. labeled doors for ratings indicated. D. Provide solid blocking at rails and stiles to accommodate hardware. 2.04 HARDWARE PREPARATION A. Make cutouts for required hardware specified under Section 08700 from templates furnished thereunder. Factory machine and finish for all hardware. When mineral core doors are used to meet fire ratings provide adequate reinforcement to interface with hardware. Use through -bolts for attachment of hardware. PART 3 - EXECUTION 3.01 INSTALLATION A. Hang doors in adequately secured, square and plumb frames with clearances of not more than 3/32' at each side and head; clearance at bottom 1/2' or as required for floor finish. After fitting hardware, remove until all surfaces are finished, then reinstall and adjust. Final preparation and finish shall be by Section 09900. B. Fire rated doors shall be installed in accordance with NFPA pamphlet No. 80. 3.04 INSTALLATION OF DOORS A. Assemble and set all doors. Attach all subframes and special anchors. Fit all doors accurately to their frames with even margin at top and Jambs and with proper clearance at threshold. Remove and reset doors and hardware for the installation of work of other trades. 3.02 CLEANUP A. Refer to Section 01710. B. Hardware shall be thoroughly cleaned.: Care shall be taken to protect doors and hardware until completion of Work. FRANKLIN QUEST END OF SECTION 08200 -2 SECTION 08400 - ALUMINUM ENTRANCES PART 1 - GENERAL 1.01 SCOPE A. DIVISION 0 and DIVISION 1, as indexed, apply to this section. B. Furnish and install aluminum doors and frames shown on the drawings and specified herein. 1.02 SHOP DRAWINGS A. Refer to Section 01300. 1.03 COORDINATION A. Coordinate work and scheduling of the work of this section with other trades for anchorage and installation of hardware. 1.04 INSPECTION A. Examine all subsurfaces to receive work and report, in writing, to the Architect, any conditions detrimental to work. Failure to observe this Injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 1.05 DELIVERY AND STORAGE A. Frames and doors shall be stored in an upright position, under cover, and protect from extreme change in temperature and humidity. Avoid creating a humidity chamber by using a plastic or canvas shelter and by not venting the area covered. Remove any damaged items from site and replace at no additional cost to Owner. B. All doors and frames shall be provided by one manufacturer. C. Ship materials to job site in separate containers with identified building locations. 1.06 MANUFACTURER A. Approved manufacturers 1. Kawneer Corporation 2. Amariite 3. Arcadia 4. U.S. Aluminum 5. Capitol Glass PART 2 - PRODUCTS 2.01 ALUMINUM FRAMES A. Aluminum framing members shall be sized according to contract documents and extruded from 6063 - T5 alloy. Glass framing members shall provide a flush glazed appearance on all sides. Fasteners shall be noncorrosive. Non - stretch, high shore vinyl shall be provided at both sides of the glass. B. Exposed surfaces shall be free of defects, die marks or scratches. Finish to be black anodized. C. Fabrication shall be accurately done so final assembly will be neat, tightly fitted joints. FRANKUN QUEST 08400.1 D. If alterations are being made to an existing storefront system or if a new system is being installed as part of or directly adjacent to an existing storefront system; the type, style, and color of the new system should match all aspects and physical characteristics of the existing unless otherwise noted by Architect. 2.02 HARDWARE PREPARATION A. Make cutouts for required hardware specified under Section 08700 from templates furnished thereunder. Factory machine and finish for all hardware. 2.03 SLIDING GLASS ENTRY DOOR A. Door system to be equal to 'Virginia Glass Products' Type P bi- parting sliders - all exposed hardware to have black anodized finish. B. Door to have brass pull handles. Cylinder lock on bottom rail with thumb turn on interior, keyed on exterior (Mall way). C. Door head channel to be black anodized aluminum, rolling track/threshold to be brass plated. PART 3 - EXECUTION 3.01 INSTALLATION (FRAMES) A. Storefront components shall be set in prepared openings. Frames shall be set plumb, level, and square. Sections installed in contact with steel or other dissimilar materials shall receive a heavy coat of bituminous paint to insulate the two surfaces. 3.02 INSTALLATION (DOORS) A. Hang doors in adequately secured, square and plumb frames. After erection and glazing, check and adjust all operating hardware. B. Hardware for doors shall be furnished by the hardware supplier and installed on the door at the factory by the door manufacturer. C. Door manufacturer shall provide door bottoms, sweeps, weatherstripping, and piles at meeting strikes. 3.03 CLEANUP A. Refer to Section 01710. B. Protect all exposed aluminum surfaces from staining or abrasion after installation. END OF SECTION FRANKLIN QUEST 08400.2 IC I ti 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 08700 - FINISH HARDWARE PART 1 - GENERAL 1.01 SUMMARY A. Section includes hardware items, articles, material, operations, or methods listed or mentioned herein, including all materials, equipment, and incidentals necessary and required for the completion of the work. B. While hardware schedule is intended to cover all doors and other movable parts of the building and establish a type and standard of quality, examine drawings and specifications and furnish proper hardware for all openings whether listed or not. If there are any omissions in hardware groups, call them to the attention of the Architect, prior to bid opening, for instructions by addendum. Otherwise, list will be considered complete. No extras will be allowed for omissions, changes, or corrections necessary to facilitate proper installation. 1.02 SUBMITTALS A. Refer to Section 01300. B. Submit a complete schedule of all hardware, identify with identical hardware group numbers as listed herein. 1.03 QUALITY ASSURANCE A. Qualifications: 1. Work under this section shall be done under the direct supervision of member of the Society of Architectural Hardware Consultants, AHC, or equivalent. This architectural hardware consultant shall be available for consultation and technical assistance throughout the period of construction and for 1 year following substantial completion. The supplier shall be an authorized distributor of the brand names listed to assure continuous service of the products supplied. B. Codes: 1. Provide hardware for fire -rated openings in compliance with NFPA Pamphlet No. 80 and Standard No. 80. Provide only hardware which has been tested and listed by UL for the types and sizes of doors required. 2. Where panic exit devices are required on fire -rated doors, provide UL label on exit device indicating 'Fire Exit Hardware'. 3. All hardware supplied shall conform to applicable building codes, fire and IIfe safety codes, and handicap requirements. 1.04 DELIVERY AND STORAGE A. Deliver hardware with each unit marked or numbered per hardware schedule submitted. Identify each piece or hardware by name. Store materials in dry, protected areas. FRANKLIN QUEST 08700 -1 PART 2 - PRODUCTS 2.01 MANUFACTURER A. Substitutions: 1. Because of the special and unique requirements of hardware for this project, bids shall be submitted only on products, materials, and methods specified. The contractor may attach to his bid substitutions in accordance with 'substitution' article of General Conditions of the Contract. B. Hardware: 1. Hinges: Hager, Stanley, McKinney 2. Locksets: Match existing system 3. Closers: LCN 4. Trim: Quality 5. Weatherstripping: Quality, Pemko 6. Panics: Von Duprin 2.02 MATERIALS A. Special Tools: 1. Provide 3 (if required) of each type of special tool for adjusting and regulating hardware. These are to be turned over to the Owner upon completion. B. Templates: 1. Furnish hardware templates to each fabricator of doors, frames, and other work, to be factory prepared for the installation of hardware. Upon request, check the shop drawings of such other work to confirm that adequate provisions are made for the project installation of hardware. C. Silencers: 1. Provide silencers in all metal and wood door frames unless specified elsewhere to be provided as part of the door and frame unit, or unless continuous bumper -type weatherstripping is shown or specified. Provide 3 silencers units in a single door frame and provide 4 silencer units in double door frames. Omit silencers from fire -rated door openings. PART 3 - EXECUTION 3.01 INSTALLATION A. Mount hardware units at heights recommended in 'Recommended Locations for Builder's Hardware' by DHI, except as otherwise specifically indicated or required to comply with governing regulations and except as may be otherwise directed by the Architect. B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting Is required to install hardware onto or into surfaces which are later to be painted or finished in another way, install each item completely and then remove and store in a secure place during the finish application. After completion of the finish application, reinstall each item. Do not install surface - mounted items until finishes have been completed on the substrate. C. Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and countersink units which are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. FRANKUN QUEST 08700 -2 3.02 ADJUST AND CLEAN A. Adjust and check each operating item of hardware and each door to ensure proper operation I of function of every unit. Lubricate moving parts with type of lubrication recommended by manufacturer (graphite type if no other is recommended). Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. I B. Final adjustment: Wherever hardware installation is made more than 1 month prior to the date of substantial completion, return to the project and adjust all hardware items. I C. Closers shall be adjusted to a range of 5 pounds to 8 pounds of force. Door shall latch regardless of adjustment. 3.03 KEYING IA. Review the keying system with the Owner and Architect and provide the type required (master, grandmaster, or great - grandmaster). 1 B. Furnish construction keyed system to be voided by Owner upon completion of building. I3.04 KEY QUANTITY A. Furnish 2 keys for each lock and 6 for each master and randmaster system. 2 keys for each 9 Y Y keyed -alike group. I. 3.05 INSTALLATION OF FiNISH HARDWARE I A. Install finish hardware in accordance with the 'Hardware Schedule' specified in Section 08700, and in strict accordance with the manufacturer's recommendations. Unless otherwise indicated on the drawings, set all finish hardware at the following maximum heights: 1 Cylinder dead locks; Center 48' above finished floor Door Knobs: Center 36' above finished floor Top Hinge: Top 7' below head of frame Bottom Hinge: Bottom 11' above finished floor _. Center Hinge: Equal distance between top and bottom hinges. 3.06 HARDWARE GROUPS A. Set number indicated by each door opening on the drawings. p 9 9 1 B. Hardware Groups are indicated on drawings. C. Hardware Schedule - Provide and install the following hardware items or approved equals. ( _ Group A: Cylinder lock on botton bar. Cylinder locks with thumb tums - provided and installed by Entry Door Supplier. 1 Group B: Lockset: Schlage D Series 605 Bright Brass - Athens. Provide privacy lock at toilet room. Hinges: 1i pair Butts Hager 1279 605 Bright Brass with silencers at door stop. Door Stop: Hager 242F Closure: Sargent 350 I. Silencers; Three (3) at frame. Smoke Seal: Pemko S88 I'' FRANKUN QUEST 08700.3 1 Group C: Lockset: Schlage D Series 626 Satin Chrome - Athens. Smoke Seal: Pemko S88 Closure: Sargent 350 Door Stop: Quality 302 S 26D Finish 1 -1/2 pair butts TA2714 4.5 x 4.5 McKinney 26D Finish Silencers: (3) at frame 3.07 CLEANUP A. Refer to Section 01700. END OF SECTION 1 r r r 1 1 i i L i i r t t SECTION 08800 - GLASS AND GLAZING PART 1 - GENERAL 1.01 SCOPE A. Supply and install glass and glazing shown on the drawings and specified herein. Glass and glazing for window units and entrances and other doors not indicated as 'pre - glazed'. B. Refer to section 08801 for security glazing. 1.02 SAMPLES (NOT REQUIRED UNLESS FOR APPROVAL OF ALTERNATE PRODUCT) 1.03 WARRANTY A. All glass and glazing shall be warranted for a period of 2 years; insulating glass units for 5 years. During the term of warranty replace damaged units at no additional cost to the Owner. 1.04 MEASUREMENTS A. Verify all glass dimensions by taking field measurements before any glass is shipped to job site. 1.05 COORDINATION A. Coordinate work with components to be glazed to prevent delay in work. 1.06 INSPECTION A. Examine all subsurfaces to receive work and report, in writing to the Architect, any conditions detrimental to work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of subsurfaces. 1.07 DELIVERY AND STORAGE A. Deliver and store materials in protected areas. Protect glass, whether installed or not, against damage, replace broken, damaged, or defective glass at no additional cost to Owner. 1.08 STANDARDS A. Comply with all applicable standards of the Flat Glass Marketing Association (FGMA) 'Glazing Manual' and 'Sealant Manual', and Chapter 54 of the 1985 UBC, including sizing for seismic drift. B. Primary Glass Standard: FS DD- G-451. C. Heat- treated Glass Standard: FS -DD -G -1403. 1.09 ETCHED GLASS A. Etching pattern to be provided by the signage manufacturer. B. Sign manufacturer to be Royal Sign Company; Contact: Rich Alvord; Phone: (602) 278 -6286. FRANKLIN QUEST 088004 PART 2 - PRODUCTS 2.01 MANUFACTURER A. Approved Manufacturers 1. ASG Industries, Inc. 2. PPG Industries, Inc. 3. Libby- Owens -Ford Company 2.02 GLAZING MATERIALS A. Setting Blocks: Neoprene or EPDM. B. Primer and Sealant: In accordance with Glass Manufacturer's recommendations complying with FS TT-S- 001543, Class A nonsag, ASTM C -920, type S, Grade NS, class 25 for low modulas silicone, type for specific applications. Color shall be selected by the Architect from manufacturer's standard colors. C. Back -up Material: Foamed closed cell polyethylene or polystyrene rod stock. Sizes as required by joint conditions. D. Glazing Tape: DAP No. 1202, or as approved by Architect. 2.03 GLASS TYPES - As Applicable A. 1/41, 3/8', or 1/2' (as indicated on drawings) Tempered float clear Grade B, Style I Type 1, Quality of 3, Class 1. Glazing to have permanently affixed safety seal. B. 1/4' Polished clear float, Type 1, Class 1, Quality Q3. C. 1/4' Clear mirror. D. 1/4' Clear mirrored one -way vision. PART 3 - EXECUTION 3.01 PREPARATION A. At the Contractor's direction, glazier, sealant, and gasket manufacturers' technical representatives, glass framing erector and other trades whose work is affected by glass and glazing shall meet at project site to review procedures and time schedule proposed for glazing and coordination with other trades. B. Clean glazing channels and other framing members to receive glass, immediately before glazing. Remove coatings which are not firmly bonded to substrates. Remove lacquer from metal surfaces where elastomeric sealants are to be used. 3.02 INSTALLATION A. Have surfaces receiving glass clean, dry and free of foreign matter. Prepare, clean and prime (as required) surfaces to which sealant is to be applied, per sealant manufacturer's recommendations. B. Install glass type at locations shown on drawings and according to glass manufacturer's recommended maximum size limitations and placement of any setting blocks. Make all adjacent glass in same glazed areas consistent in type and thickness unless otherwise noted or directed. C. Keep labels indicating manufacturer, quality, and thickness on glass until It has been approved by Architect or owner. Absence of label constitutes cause for rejection. FRANKUN QUEST 08800-2 u:a D. install setting blocks of proper size in sill rabbet, located one quarter of glass width from each corner, but no closer than 6 ", unless otherwise required. Set blocks in thin course of sealant which is acceptable for heel bead use. E. Provide spacers inside and out, of correct size and spacing to preserve required face clearances, for glass sizes larger than 50 united inches, except where gaskets or glazing tapes with continuous spacer rods are used for glazing. Provide 1/8" sealant width, except with sealant tape use thickness slightly Tess than final compressed thickness of tape. F. Provide edge blocking to comply with requirements of referenced glazing standard, except where otherwise required by glass unit manufacturer. 3.03 PROTECTION AND CLEANING A. Protect exterior glass from breakage immediately upon installation by use of crossed streamers attached to framing and held away from glass. Do not apply markers to surfaces of glass. Remove nonpermanent labels and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations. If, despite such protection, contaminating substances do come into contact with glass, remove immediately by method recommended by glass manufacturer. C. Remove and replace glass which is broken, chipped, cracked, abraded, or damaged in other ways during construction period, including natural causes, accidents, and vandalism. D. Wash glass on both faces not more than 4 days prior to date scheduled for inspections Intended to establish date of substantial completion of project. Wash glass by method recommended by glass manufacturer. 3.04 FIXTURE INSTALLATION COORDINATION A. Glazing Contractor and General Contractor are responsible to coordinatewithtenanttheinstallation of display fixtures too large to pass through the doorways. B. Glazing Contractor shall as a part of this contract, remove and reinstall one glazing panel at time of installation. Field verify all existing conditions relative to this task. END OF SECTION FRANKLIN QUEST 08800 -3 DIVISION :9, � FINISHES .; ; ,; Section - .09250 -. Gypsum Wallboard: <, 'Section09290.= ;Gysum Fabrications ,Section 09300 - Tiie Section09510'- .Acoustical Ceilings, ; Section 09850 Resilient Floating Section 09580 : ;Carpet Section 09900. Painting `Section 09950 ';Wallcnverings ` SECTION 09250 - GYPSUM WALLBOARD PART 1 - GENERAL 1.01 SUMMARY A. Section includes gypsum wallboard, metal framing and accessories shown on the drawings and specified herein. 1.02 QUALITY ASSURANCE A. Coordinate with trades whose work connects with, is affected by, or is concealed by drywall. Before proceeding with work, make certain all required inspections have been made. B. Standards: 1. Comply with all applicable requirements of 'American Standard Specifications for the Application and Finishing of Gypsum Wallboard ", by the American Standard Association except where more stringent requirements are called for herein, local codes, or by manufacturer. Do all cutting and patching required to accommodate other trades. 1.03 DELIVERY AND STORAGE A. Store materials off ground and cover against weather. Remove any damaged materials from the site. PART 2 - PRODUCTS 2.01 WALLBOARD MATERIALS A. Gypsum wallboard shall conform to ASTM C-36. B. Provide the following types: 1. 5/8' thick x 4' wide fire resistive gypsum board, Type X. 2. 5/8' thick x 4' wide water resistant gypsum board. (For use in toilet rooms and wet areas.) 2.02 WALLBOARD ACCESSORIES A. Trim and edging: 26 gage electro - galvanized steel. Provide angle corner pieces with 1 -3/4' legs at all extemal corners and U.S.G. No. 200 -A metal trim pieces, as detailed, at all wallboard edges meeting dissimiliar materials and when edges are exposed. B. Screws: Type S, bugle head, blued steel, of lengths as required to accommodate thicknesses of wall and ceiling construction. C. Laminating Adhesives: As recommended by manufacturer of gypsum board. 2.03 METAL FRAMING A. Metal Studs: 25 gauge, (20 ga. at studs suspended from above), eiectro- galvanized steel, 3 -5/8" unless otherwise noted, with dissimilar flange widths to permit nesting @ 24" o.c. Provide punch holes at 24' o.c. and 12' from end of studs capable of passing pipe and conduit and interlocking 1 -1/2' reinforcing channel. B. Channels: 1 -1/2', weighing 520 pounds per 1,000 lineal feet, 16 gage, painted. C. Furring channels: Roll- formed 25 gage eiectro - galvanized cold steel, 'hat channels', approximately 2 -5/8' wide at base, 7/8' deep. FRANKUN QUEST 09250 -1 1: r., D. Ceiling runner channels: 1 -1/2' cold - rolled steel, weighing 475 pounds per 1,000 lineal feet, rust inhibitive painted. Use same channel for partition reinforcing. E. Floor and ceiling runners: 25 gage electro - galvanized steel, 'U' shaped sections, of sizes required to accommodate metal studs. F. Tie wire: 18 gage soft annealed galvanized steel wire. G. Hanger wire: 9 gage, galvanized annealed steel wire. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine all subsurfaces to receive work and report, in writing to Architect, any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 3.02 INSTALLATION A. Suspension systems: 1. All main runners shall be 1 -1/2' runner channels at 48' o.c. suspend from structure by 9 gage annealed wire, spaced at 36' o.c. 2. Cross members shall be 7/8' hat channels at 16' o.c. Provide wall track where suspension system meets vertical surface. 3. Deflection from loading of suspension system shall not exceed 1/360 of the span. 4. When applicable comply with 1 hr. fire rating requirements. B. Framing: 1. Comply with installation instructions of U.S.G. installation handbook, latest edition. 2. Install additional stud and jambs of openings. C. Gypsum Board: 1. Apply boards with long dimension perpendicular to framing members with all abutting ends and edges over supports. Neatly fit and stagger all end joints. Make joints occur on different studs at opposite sides of partition. Cut and fit neatly around all outlets and switches. Space fasteners 8' o.c. along vertical edges and 12' o.c. at midpoints, 3/8' from edge of board. Fasten boards to backings specified. 2. Erection techniques shall result in plumb and straight surfaces with no waves or buckles, free or unevenness at joints. 3. Joints shall be in continuous moderate contact. 4. If framing members are out of alignment, bowed or warped, correct to make true surfaces before application of gypsum board. Use method of correction approved by the Architect. Make finished walls or ceilings plumb and level without ridges, bows, or warps. 5. Execute wallboard work when building temperature is within a range of 55 degrees to 90 degrees F. Ventilate to eliminate excessive moisture. D. Taping and Finishing: 1. Mix joint and finishing compound per manufacturer's directions. 2. Center tape over joint and embed in uniform layer of joint compound of sufficient width and depth to provide firm and complete bond Apply skim coat while embedding tape. 3. Treat angles with reinforcing tape folded to conform to adjacent surfaces and straight, true angles. 4. Allow compound to thoroughly dry for at least 24 hours. 5. Over joint compound and tape, apply coat of finishing compound. Spread evenly and feather out beyond edge of board. After first finishing coat is thoroughly dry (at least 24 hours), cover with a second coat with edges feathered out slightly beyond preceding coat. 6. Gypsum Wallboard is to be a smooth non - textured finish 7. Give all dimples at fastener heads and all marred spots on surface of board 1 coat joint FRANKUN QUEST 09250 -2 compound and 2 coats finishing compound, applied as each coat is applied. 8. Install metal corner reinforcement at all external comers. Conceal flanges of metal reinforcing with at least 2 coats of compound. When completed, compound shall extend approximately 8' to 10" on each side of metal nosing. 9. After each application of Joint or finishing compound has dried, lightly sand all joints and leave all board and treated areas uniformly smooth ready for painting. 10. Where one -hour walls run to underside of deck, all voids in deck must be filled and sealed with dry wall or other one -hour material approved by the Architect. 11. Do all cutting and patching where drywall construction must be penetrated by other trades. 3.03 CLEANUP A. Refer to Section 01700... END OF SECTION • l 1 SECTION 09290 - GYPSUM FABRICATIONS PART 1 - GENERAL 1.01 DESCRIPTION This section covers all labor , material, accessories, scaffolding and appliances necessary for the complete installation of glass fiber reinforced gypsum units, items not mentioned specifically herein, which are necessary to make a complete installation shall also be included. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Gypsum wallboard and joint finishing - Section 09250. B. Finish painting - Section 09900. The type of paint recommended by the paint manufacturer shall be suitable for plaster surfaces. 1.03 SUBMITTALS A. Shop Drawings: submit in accordance with Section 01300. Indicate materials, construction, dimensions, locations, connections and installation details. B. Product Data: submit manufacturer's descriptive literature and installation instructions. 1.04 ORDERING The material order shall be placed with Plasterglas immediately to prevent delays. PART 2 - PRODUCTS 2.01 REINFORCED GYPSUM UNITS: A. Qualities: shall be pre - fabricated glass fiber reinforced gypsum units using mufti- directional unlayered spray Iayup procedures and combined with high strength gypsum plaster that is specially formulated for combination with glass fibers and which requires no special additives. B. Source #1: Plasterglas, Inc., 4200 North 30th Street, Omaha, NE 68111 (402) 455 -0652. Shape: DomeNauit - DVCW 6132. C. Source #2: Datante, 201 South Main, Ste. #900, Salt Lake City, UT 84111 (801) 272 -9822. Shape: FQ5W3B 2.02 RELATED MATERIALS A. Wire hangers: 12 gauge galvanized steel wire. B. Fasteners: self - drilling, self- tapping bugle head screws. Type G, length required for each assembly. C. Adhesive: solvent base construction adhesive suitable for gypsum wallboard application. Miracle #20 or Fuller's Black Stuff'. 2.03 FABRICATION A. Moulds for reinforced gypsum units will be rigid and constructed of materials that will result in smooth, finished products conforming to profiles and dimensions indicated on Drawings. FRANKLIN QUEST 09290.1 B. Meter glass fiber and plaster slurry rates of spray head to achieve desired mix proportion and glass content. C. Machine spray in accordance with manufacturer's standards for multi- directional, chopped fibers. D. Properly imbed wire hanger inserts in matrix to develop full strengths. E. Carefully remove units from moulds and repair hollows, voids, scratches or other surface imperfections. Surface shall be primer ready. PART 3 - EXECUTION 3.01 INSPECTION A. Inspect adjacent construction for conditions that would prevent proper installation of reinforced gypsum units. B. Expansion joints such as USG 093 shall be installed in runs exceeding 35'. 3.02 INSTALLATION - GENERAL A. Install reinforced gypsum units true, plumb and level in accordance with manufacturer's installation instruction. 3.03 JOINT FINISHING a. The joints between the reinforced gypsum units themselves and where thy Join drywall shall be taped and finished as previously outlined. b. The joint shall follow the curvature of the unit if applicable. The installing contractor shall be responsible for repair of any surface imperfections resulting at the job site. c. Care shall be taken when taping and finishing flat joints between parts to prevent "crowning'. PART 4 - STORAGE AND HANDLING: 4.01 GENERAL INSTRUCTIONS: a. Reinforced gypsum units shall be stored on the job in an area free from moisture in the manufacturer's crates until ready for use. if necessary to remove from crates, store in crated position with duplicate supports as was originally crated. PART 5 - WARRANTY: Submit, at the time of shop drawings, the manufacturer's warranty that the materials furnished herein will not warp or sag for a period of one (1) year when installed in conformance with the manufacturer's recommendations. END OF SECTION FRANKLIN QUEST 09290 - 2 SECTION 09300 - TILE PART 1 - GENERAL 1.01 SUMMARY A. Section includes tile work shown on the drawings and specified herein. 1.02 SUBMITTALS A. Refer to Section 01300. B. Submit 2 samples of each type of tile specified. Mark with manufacturer's name and area in which the is to be installed. 1.03 QUAUTY ASSURANCE A. Coordinate work of this section with other trades whose work affects, connects with, or is concealed by tile installations. B. Standards: 1. Conform with applicable requirements of the American Standards Association Specifications (A -108 Series), and the 'Tile Handbook' of the Tile Council of America, Inc., and be equal to or exceed standard grade. Tile shall be set by joumeyman tile setters. 1.04 DELIVERY AND STORAGE A. Deliver all manufactured materials in original, unbroken containers bearing name of manufacturer, brand and grade seals. Keep material dry, clean and protected against deterioration in any form. PART 2 - PRODUCTS 2.01 APPROVED MANUFACTURERS A. DAL Tile: Available through Lisa Sawyer at DAL Tile of Salt Lake (801) 487 -9901. 2.02 TILE A. Type A: Granite - Dal- Tile 'FQ- 100- Black" 4' X 4'. Use Type "A' grout. B. Type B: Granite - Dal -Tile 'FQ- 100- Black' 12° X 12' Use Type "A' grout. C. Type C: Marble - Dal -Tile 'FQ- 200 - White' 12' X 12' Use Type'B' grout. D. Type D: Ceramic - Dal -Tile 'Mot Blue' #10K -103 2' X 2' Use Type 'B' grout. E. Type E: Ceramic - Dal Tile 'Tender Gray' #K -166 6' X 6' Use type 'B' grout. F. Type F: Ceramic - Dal-Tile 'Dal-White' D -100, 6' X 6' Use Type "B' grout. G. Type G: White Marble Threshold, 4' x 36' x 3/4" thick with long bevel. FRANKUN QUEST 09300 -1 2.03 GROUT A. Custom Building Products or approved equal. 1. Type A: Mapes - Keracolor #10 Black 2. Type B; Mapes - Keracolor #0 White B. Floor and wall tile shall be thinset with Mapei - Keralastic or approved equal. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine all subsurfaces to receive work and report, in writing to Architect, any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 3.02 INSTALLATION A. Installation is to be in accordance with the applicable methods set forth in the current 'Tile Council of America' handbook. 1. Wall tile on gypsum board columns to be adhered with mastic and black caulk at perimeter. 2. Floor tile on concrete method F113. B. Lay -out all work so that, where possible, no tiles less than hatf sizes occur. Align all joints. Cut and drill neatly without marring tile. Rub smooth any necessary cuts with a fine stone and set no cut edge against any fixture, cabinet, or other tile without a joint at least 1/16' wide. Maximum variation shall be 1/8' in 10 ft. In any direction. Thoroughly wash out joints and saturate with clean water before grouting. Thoroughly grout into all Joints to fill entire length and depth. Fill flush with face of tile making a neatly finished, smooth surface. Prevent staining of grouted joints tiles. 3.03 CLEANING AND PROTECTION A. Wipe surfaces clean after grouting; remove all traces of mortar and grout. Do not use acid solution for cleaning tile. B. Close spaces to traffic or other work until tile is firmly set. Protect from damage until acceptance. Repair all damaged work at no additional cost to the Owner. 3.04 EXTRA STOCK A. Provide additional 5% of each type of tile for Owners stock as part of base bid. 3.05 CLEANUP A. Refer to Section 01700. END OF SECTION FRANKLIN QUEST 09300.2 SECTION 09510 - ACOUSTICAL CEILINGS PART 1 - GENERAL 1.01 SUMMARY A. Section includes acoustical ceiling work shown on the drawings and specified herein. 1.02 SUBMITTALS A. Refer to Section 01300. B. Show layout of all systems including attachments, intersections of members, and edge conditions. 1.03 COORDINATION A. Coordinate with other trades whose work is affected by the work of this section. Before proceeding, verify that all inspections and tests have been made. B. Standards 1. Comply with all applicable requirements of Acoustical Materials Association Bulletin 'Architectural Acoustical Materials'. 1.04 DELIVERY AND STORAGE A. Deliver all manufactured materials in original containers bearing manufacturer's name and brand. Use only 1 brand for each type or unit. Store materials In locations directed. PART 2 - PRODUCTS 2.01 MANUFACTURER (VERIFY WITH EACH TENANT DESIGN CRITERIA) A. Approved Manufacturers 1. Armstrong 2. Celotex 3. U.S. Gypsum B. 2' x 2' 'Armstrong Minatex' w/tegular edge and 9/161 exposed suprafine grid (white) or approved equal. C. 2' x 2' 'Armstrong Minatex' with tegular edge and 9/16' exposed suprafine grid (white) or approved equal - all 1 hour construction. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine subsurfaces to receive work and report, in- writing to the Architect any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. FRANKLIN QUEST 09510 -1 3.02 SEISMIC BRACING A. Provide seismic bracing required by seismic zone for which the site is in for suspended lay -in systems per the appropriate Uniform Building Code, Standard 47 -18. 3.04 CLEANUP A. Refer to Section 01710. END OF SECTION SECTION 09650 - RESILIENT FLOORING PART 1 - GENERAL 1.01 SUMMARY A. Section includes resilient flooring and base shown on the drawings and as specified herein. 1.02 SUBMITTALS A. Refer to Section 01300. 1.03 QUALITY ASSURANCE A. Coordinate all work with other trades whose work is affected or connects with the work of this section. 1.04 DEUVERY AND STORAGE A. Deliver materials to job site in manufacturer's original, unopened packaging and adequately protect against damage while stored in a dry location at the site. PART 2 - PRODUCTS 2.01 MATERIALS A. V.P. Series 300 #326 Fieldstone - vinyl base shall be 4' high. 1. Top set with vinyl or rubber flooring. 2. Straight base with carpet. 3. Provide preformed external corner pieces. 4. Adhesive shall be manufacturer approved for heavy traffic loading. B. Primers and Adhesives: 1. Cut -back type as recommended by manufacturer. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine all surfaces to receive work and report, in writing to the Architect, any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces, 3.02 PREPARATION A. Subsurfaces shall be thoroughly dry, free of unevenness, foreign materials and broom cleaned. Maintain temperatures recommended by manufacturer in spaces where work is being done and where material is stored. 3.03 INSTALLATION A. Comply with manufacturer's written Instructions. B. Seal firmly into adhesives; make joints tight, straight, and inconspicuous. At door openings, make change of materials under doors. C. Finish work shall be free of buckles, cracks, breaks, waves and projecting edges, neatly fitted to projections. Apply edging strips at exposed edges of material not otherwise protected so top of FRANKUN QUEST 09650-1 strip is at the same level as flooring. D. Set base in adhesive thoroughly coated and firmly set so lower edge fits tightly against flooring. Make all joints in bases, including those at any preformed corners, plumb, flush, tight and inconspicuous. Seat top edge and back firmly against wall. Miter and tightly fit interior corners. Use contact cement on radius walls, bulinose corners, and when required to adequately secure base. E. Installation of short pieces shall not be allowed. F. Install base on all cabinets, unless noted otherwise. 3.04 EXTRA STOCK A. Provide 2% additional vinyl, rubber base, and 1 gallon of cut -back adhesives. 3.05 CLEANING, PROTECTION, AND FINISHING A. Refer to Section 01700. END OF SECTION FRANKUN QUEST 09650 -2 SECTION 09680 - CARPET PART 1 - GENERAL 1.01 SUMMARY A. Section includes carpet shown on the drawings and specified herein. 1.02 QUALITY ASSURANCE A. Coordinate with all trades affected in any way with the work of this section to assure timely completion of work. 1.03 SUBMITTALS A. A layout of each area to receive carpet shall be provided by Contractor showing location of seams, fills and installation details. 1.04 STORAGE A. Store and protect materials until incorporated into the work. Replace damaged material at no additional cost to the Owner. 1.05 WARRANTY A. Provide 5 year warranty, carpet installer against delamination, edge raveling. PART 2 - PRODUCTS 2.01 FLOOR CARPET (Provided by Owner, ordered by contractor from manufacturer's representative 1-800/678-4640 - Dave Timpson.) A. Carpet Adhesive: Direct glue down adhesive as recommended by manufacturer. B. Carpet Types: Type A - Monterrey - Batik (refer to plans for location) Type B - Monterrey - Sparta (refer to plans for location) C. Provide on bid form in the space provided the amount of both Type 'A' and Type 'B' carpets that will be required for this project. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine all subsurfaces to receive work and report, in writing to the Architect, any conditions detrimental to the work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 3.02 GENERAL A. Prepare subsurfaces, layout, trim, seam, stretch, tuck, and provide all necessary operations required for a complete installation. B. Surfaces shall be clean and dry. FRANKUN QUEST 09680 -1 Allow installation a minimum of 24 hours to cure before subjecting it to any traffic, moving of furniture, or other heavy equipment. 3.03 INSTALLATION A. Neatly cut and fit carpet to walls, frames, mechanical and electrical penetrations. B. Lay carpet with a minimum of seams. Use no small carpet strips less than 36'. Seam, where required, with tape and cement. 3.04 CLEANING AND PROTECTION A. Refer to Section 01700. B. Provide the Owner with a manual of instructions for proper care and cleaning of carpet. C. Remove spots, smears, stains, etc., immediately with a material recommended by carpet installation. D. After installation, sweep and vacuum carpet surfaces clean of all foreign material. Neatly apply minimum 4 mil thick polyethylene film, firmly fastened to carpet surfaces that are subject to construction traffic. END OF SECTION FRANKUN QUEST i 1 1 1 1 1 1 1 i 0 1 1 1 1 1 i 1 r SECTION 09900 - PAINTING PART 1 - GENERAL 1.01 SUMMARY A. Supply and apply all painting work as specified herein and as noted on the drawings, except work which may be specified elsewhere, however, all surfaces left unfinished shall be painted or finished as part of the requirements of this section. B. Mechanical, and plumbing identification shall be by Division 15. 1.02 SURFACES NOT TO BE PAINTED A. Any factory finished paneling, equipment and other materials with a complete factory applied finish, except where otherwise noted. B. Finish hardware, except where primed for paint finish. C. Non ferrous metals, unless specifically noted otherwise. D. Lighting fixtures, except as noted on the drawings or specified. E. Any acoustical surfaces, unless noted otherwise. F. Any glass, plastics, vinyl floor, ceramic tiles and top set base. 1.03 SAMPLES A. Submit samples of all types of finish specified herein. 1. Before work is begun, Architect shall furnish a color schedule from manufacturer's standard and specially requested color mixes. 2. Painting colors shall be varied according to the selection of the Architect. Multiple colors will be used, with some being dark tones. B. Submit sealer and stain on materials matching actual finish material. 1.04 DELIVERY AND STORAGE A. Deliver materials to site in manufacturer's sealed containers, legends and labels intact. Store materials and equipment as approved. Do not remove empty containers until directed to do so. Remove waste and oily rags daily. 1.05 STANDARDS A. Comply with all applicable requirements of Painting and Decorating Contractors of America Manual (type 1) unless otherwise specified. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Approved manufacturers: 1. Benjamin Moore (unless approved otherwise by Architect and Owner) 2.02 PAINTING SYSTEMS A. It is the intent of this specification to establish procedure, quality, and number of coats; the Architect will determine the finish desired. Do not start priming or painting without having notified Architect. All paint coats specified herein are in addition to any prime coat which may already be FRANKLIN QUEST 09900.1 on surface. Notify Architect prior to proceeding with new coat of primer or paint. B. The following proprietary lists are to establish the standard of quality required, by each named approved manufacturer. 2.03 PAINT SCHEDULE A. The following proprietary lists of Benjamin Moore are to establish the standard of quality required. Other approved manufacturers shall use equal products. Item 1. Interior Concrete Block: Product, Coatings - Regal Wall Satin (215) Vinyl Acrylic Latex (2 coats). Item 2. Interior Gvpsum Board: Regal Aqua Pearl (310) Vinyl Acrylic Latex (2 coats); Moores Latex Quick Dry Prime Seal (201) Primer (1 coat) Item 3. Interior Misc. Ferrous Metal: (Doors, H.M. Frames), Regal Aqua Pearl (310) VinylAcrylic Latex (2 coats) of unpainted or primed use 1 coat Ironclad Retard() Rust Inhibitive Paint (163) prior to Regal Aqua Pearl. Item 4. Metal: (Galvanized) Regal Aqua Pearl (310) Vinyl Acrylic Latex (2 coats); Ironclad Galvanized Metal Latex Primer (155) primer (1 coat). Item 5. Wood: (Doors, Trim, Slotwall, Etc.) Regal Aqua Glo (333) vinyl Acrylic Latex (2 coats) Moores Latex Enamel Underbody (345) primer (1 coat). PART 3 - EXECUTION 3.01 EXAMINATION A. Examine all subsurfaces to receive work and report, in writing to Architect, any conditions detrimental to work. Failure to observe this Injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 3.02 SURFACE PREPARATION A. Protect Items not to be painted or remove prior to painting. If required to be removed, reposition after painting. B. Make any exposed miscellaneous metal items, such as steel supports, anchors, bucks, hollow metal frames, etc., clean and free of rust, dust, grease and dirt. C. Clean any visible portions of throats of galvanized steel ductwork with solvent, wipe dry with clean rags, and paint flat black. D. Wash any unprimed galvanized metal with a solution 'Galva - Cleaner•. Allow to dry. E. Make any wood surfaces to be painted or stained clean, smooth, dry, and fully sanded. Knots and pitch pockets under paint finish shall be sealed with shellac. Seal joints, cracks, nail holes, disfigurations, etc., with putty after priming, then sand smooth. F. Seal any masonry or similar surfaces to be painted and fill to smooth, even surfaces after neutralizing with a wash of 4 pounds of sulfate of zinc and 1 gallon of water. Remove grease or oil with benzine. G. Clean thoroughly any wallboard surfaces to be painted. Spackle any nail holes after primer has dried. Sand smooth all rough surfaces. FRANKLIN QUEST 09900.2 1 1 1 1 1 1 1 i I 1 i 1 r C H. Thoroughly clean all existing painted surfaces removing all loose surface material before applying new paint. 3.02 WORKMANSHIP A. Do all work under supervision of capable foreman. B. Apply block filler sufficiently to cover voids and pours in block and achieve uniform surface. Bee holes shall be require additional cost of paint. C. Thoroughly cover with uniform color finish. The number of coats specified being a minimum, provide any additional coats to produce work satisfactory to the Architect. D. Any fire extinguisher cabinets, air registers and grills, flanges around ceiling fixtures, exposed electrical panelboards, primed hardware, etc., may be painted to match adjacent surfaces as directed by the Architect. 3.03 APPLICATION A. During interior application, maintain minimum temperature of 65 degrees F. unless noted otherwise directed, by the Architect or manufacturer's printed instructions. Hold temperature as constant as possible. Provide adequate ventilation at all items so the humidity cannot rise above the dew point of the coldest surface to be painted. B. Paint all exposed surfaces of every member. Paint anything that will be inaccessible after installation before installation, if required to be painted. Paint top of doors. C. Paint all piping, equipment (unless prepainted), conduit, vents, fleshings, hoods, ducts, etc. Color code and stencil identification as specified in DIVISION 15 for piping in mechanical spaces. Prime and paint all structural steel and other unpainted Items supplied by the mechanical contractor. 3.04 D. Paint no items fitted with finish hardware until hardware has been temporarily removed, or adequately masked. E. Sand carefully, between coats, all finishes on smooth surfaces for good adhesion of subsequent coats. F. Where coverage is incomplete or not uniform, provide an additional coat at no additional cost to the Owner. G. Each succeeding pigmented coat shall be distinguishably darker than the previous coat. Tint all prime and undercoats to color similar to finish coat. H. Apply putty, calk or spackle after surface primer is dry. I. Apply all coatings without reduction, except as specifically required by label directions or required by this specification. In such cases, reduction shall be the minimum permitted. COMPLETION AND CLEANING A. Refer to Section 01700. B. Upon completion of work, carefully clean all glass, hardware, etc., and remove all misplaced paint and stain spots or spills and leave work in a condition acceptable to Architect. END OF SECTION FRANKUN QUEST 09900.3 1 SECTION 09950 - WALL COVERINGS PART 1 - GENERAL 1.01 SUMMARY A. Section includes wall coverings shown on the drawings and specified herein. I1.02 SUBMITTALS A. Refer to Section 01300. B. Submit 2 samples of each type of tile specified. Mark with m a nuf acturer's name and area in which product is to be installed. 1.03 QUAUTY ASSURANCE A. Coordinate work of this section with other trades whose work affects, connects with, or is concealed by product installations. 1.04 DEUVERY AND STORAGE ' A. Deliver all manufactured materials in original, unbroken containers bearing name of manufacturer, brand and grade seals. Keep material dry, clean and protected against deterioration in any form. �.. PART 2 - PRODUCTS e i i 1 i 1.. 1 i 2.01 VINYL WALLCOVERINGS A. Approved Manufacturers: 1. Lanark Vinyl Wallcoverings: Available through Wall Resources (800) 323 -8226. B. Lanark Vinyl Wallcovering: Custom TOFINO 1. Color: SR 68210 2. Total weight: 15 oz. 3. Construction: Vinyl 4. Flammability: Class A (ASTME 84) PART 3 - EXECUTION 3.01 EXAMINATION A. Examine all subsurfaces to receive work and report, in writing to Architect, any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. 3.02 INSTALLATION A. installation is to be in accordance with the applicable methods as written by the product manufacturer. 3.03 CLEANING AND PROTECTION A. Refer to Section 01700. END OF SECTION FRANKUN QUEST 09950 -1 1 DIVISION 1O-SPECIALTIES 1 1 1 I 1 1 1.. i t SECTION 10800 - TOILET ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A, Section includes toilet room accessory items shown on the drawings and specified herein. 1.02 SHOP DRAWINGS A. Refer to Section 01300. B. Submit brochures and shop drawings of all items showing sizes, methods of construction, mounting methods and finishes, 1.03 QUALITY ASSURANCE A. Verify all dimensions shown on the drawings; proper fit and attachment of all parts is required. B. Coordinate with all trades whose work is affected by the work of this section to assure timely completion of the work. 1.04 DEUVERY AND STORAGE A. Deliver and store all items in dry, protected areas. Keep free of rust and corrosion or other damage. Replace any damaged items or parts at no additional cost to the Owner. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Approved manufacturer 1. Bobrick 2.02 ACCESSORY ITEMS A. Concealed Mounting Grab Bars - Bobrick #B -6206. 36' along back, 42' along side of W.C. B. Recessed Toilet Paper Dispenser - Bobrick #B -667. CC. Soap Dispenser - Bobrick #B -2111. D. Towel Dispenser - Bobrick #B -262. E. Mirror w /Frame - Bobrick #B -165 1830. PART 3 - EXECUTION I' 1 3.01 EXAMINATION A. Examine all subsurfaces to receive work and report, in writing to the Architect, any conditions detrimental to the work. Failure to observe this Injunction constitutes a waiver to any subsequent claims to the contrary. Commencement of work will be construed as acceptance of all subsurfaces. FRANKLIN QUEST 10800 -1 3.02 INSTALLATION A. Install items in accordance with manufacturer's instructions. Securely fasten to solid backing or blocking. 3.03 CLEANUP A. Refer to Section 01700. END OF SECTION 2, FRANKLIN QUEST < :'10800 -2 DIVISION 12 FURNISHING Section 12300 - Manufactured Cabinets and Casewo Section-12503 = Mini- Biinds . SECTION 12300 - MANUFACTURED CABINETS AND CASEWORK PART 1 - GENERAL 1.01 SCOPE A. Provide and install custom milled plastic laminate cabinets and casework shown on the drawings and specified herein. 1.02 WORK NOT INCLUDED A. Plumbing and electrical connections. B. Top set vinyl base. 1.03 SHOP DRAWINGS A. Refer to Section 01300. Submit shop layout plans, elevations, and in detail construction of all parts of the work, including material thickness, methods of jointure, anchorage, and finish. 1.04 MEASUREMENTS A. Verify all casework dimension by taking field measurements; proper fit and attachment of all parts Is required. 1.05 COORDINATION A. Coordinate with other trades whose work is affected by the work of this section to assure timely completion of the work. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Approved Manufacturer: General Contractor Is to be responsible for quality of subcontractor's performance In this section. 2.02 GENERAL CONSTRUCTION (PLASTIC LAMINATE) A. All cabinets shall be completely finished at the factory. All exterior surfaces shall be decorative high- density cross linked polymer alloy overlay surface meeting the performance requirements of NEMA Standard LD3 -1975, Grade GP28 and PF30. All interior surfaces shall be finished with a high density overlay in gray color. B. All exposed areas to receive plastic laminate shall be Wilson Art D20 -6 Glacier Blue. Except top of bench which will be Formica 932 Antique White. C. All exterior and interior surfaces shall be able to be cleaned with soap and water. D. All edge banding to be one type, impact and mar resistant, mechanically set. E. All cabinets shall be manufactured with hinge doors, and face panels factory attached In an overlay design. Doors shall be capable of opening a full 270 degrees. F. Shelves shall be adjustable on 1' centers and shall be furnished with steel clips capable of securing the shelf In a fixed position. G. Fillers in excess of 3' will not be allowed except as specifically noted. FRANKUN QUEST 12300 -1 2.03 CASEWORK A. High pressure plastic laminate for horizontal surfaces shall be equal to or exceed requirements of NEMA Publication LD3 -1975 GP50 - Abrasion Class I, 0.05' thick, velvet finish with a gloss reading of 8 ± 3. Vertical surfaces shall be equal to or exceed requirements of NEMA Publication LD3 -1975, Type PG28 and PF30 0.03' thick, velvet finish with gloss reading of 8 ± 3. Color shall be selected from standard colors of Formica or Wilson Art. B. High - pressure plastic laminate shall be bonded to core with a liquid polyvinyl acetate or a urea resin adhesive at temperatures above 65 degrees F. at a pressure no Tess than 15 pounds per square inch. Laminate and core are not to exceed 10% moisture content and ar to be laminated and cured in a controlled environment between 40% and 60% relative humidity. C. Composition Board: High grade tri -ply particle board with an average of 45 pounds per cubic density and a minimum of 85% moisture content. D. Hardboard: Prefinished beige color, smooth 2 sides, oil impregnated wood fiber, uniform and free from defects. E. Edgings: Multipolymertee- barbed banding, black color, guaranteed not to craze or crack where wrapped around comers (butyrate is not acceptable). 2.04 HARDWARE A. Finish Hardware (as applicable to drawings) 1. Hinges: National B -851, dull black, 2-3/4' fixed pin, five knuckle, 270 degrees swing , hospital type. 2. Pulls: National B -5561 semi - recessed ABS black plastic pull. 3. Catches: Friction Amrock CM 9823B. 4. Sliding door track: Epco No. 821 bottom track, No. 2234 upper track. 5. Drawer slides: Knape & Vogt No. 476. 6. File drawer slides: Grant No. 329. 7. File drawer follower rods: Knape & Vogt No. 476. 8. Adjustable shelf clips: Knape & Vogt No. 256. 9. Casters: Faultless, G-429 Series, 270 pound rating. 10. Locks: National Lock No. C- 8055 -A. 11. Screws: Reed and Prince square drive screws, Standard wood screws and sheet metal screws are not acceptable. 2.05 COMPONENT CONSTRUCTION (As Applicable) A. Doors shall be 1/32' high pressure plastic laminate. Core shall be 3/4 ", 45 pound composition board. 1/32• cabinet line on the inside face. Edges shall be finished with black plastic. B. Drawers: Fronts shall b 1/32" high - pressure plastic laminate, edge with black plastic. Sides shall be 5 /8'pine with multiple dovetail joints. Finish with 3 coats of lacquer. Core shall be 3/4', 45 pound composition board faced liner inside. Bottom shall be 1/4' composition board faced with plastic overlay let into front, sides and back. Subfront shall be 3/4" gray plastic overlay attached with No. 12 screws. Drawers installed with all nylon roller ball bearing metal sides rated for 100 pound load and extending all but 4" of the drawers. Full suspension file drawers shall be mounted with slides rated for a 100 pound load. All FRANKUN QUEST 12300 - 2 1 1 1 1 1 i l drawers shall be mounted with positive tops to provide permanent alignment and quiet operation. C. Partitions: Gray plastic on 3/4', 45 pound composition board. D. Adjustable shelves: Gray plastic on 2 sides, 1' thick for all shelves. Edge in black edging. E. Bottoms: Gray plastic overlay on 3/4', 45 pound composition board. F. All cabinets backs shall have 1/2' composition board finished with plastic laminate matching end panels. PART 3 - EXECUTION 3.01 PREFINISHED FIXED CASEWORK A. All parts shall be accurately machined and fit for square and true cases. Case joints shall be dadoed, glued, and stapled 3/4' screws at 12' o.c. at the top and bottom. B. Backs are to be rabetted into cabinet ends, glued, and stapled. Backs on wall hung cases shall also be screwed to top and bottom members so units can be installed without angles or rails. C. Tops of tall and upper cases shall be finished to match end panels. Subtops of base cabinets shall be 3/4', 45 pound composition board. D. All exposed edges on upper cabinets shall be edged with multipolymer edge banding. E. Stretchers, rails, and toe -kick base shall be 3/4" plywood dadoed, glued, and stapled into ends. F. Wall cabinets shall be finished on all sides, with recessed bottoms with filler piece below shelf faced with standard black plastic laminate formed as an intregal part of the cabinet. Applied bottom soffits shall not be acceptable. G. Tops shall be surfaced with 1/16' high - pressure laminate and backed with a minimum 0.020' backing sheet. Tops and backsplashes shall be fit and scribed to walls and other surfaces. 3.02 TESTING AND PERFORMANCE A. Cabinets must be able to satisfy the following structural test and be certified by registered structural engineer. A wall hung cabinet 24' wide x 36' high x 12' deep with 3 shelves shall be mounted to a stud wall (16' o.c., covered with 5/8' gypsum wallboard) with 3 No. 10 screws up form the bottom of the cabinet member and 3 No. 10 screws from the bottom of the cabinet directly Into the studs. The cabinet shall be loaded to a total weight of 400 pounds. At the same time, a cable bridle shall be attached to the side corners and a horizontal load of 200 pounds exerted to pull cabinet away from the wall. There shall be no signs of over stress or failure of the cabinet. Each shelf 22 -1/2' long x 11' deep shall be supported at each end and loaded to 100 pounds without failure. 3.03 EQUIPMENT BY OTHERS A. Provide sink and fitting cut -outs. Installation of sinks, fittings, plumbing rough -In and final connection, and electrical rough and final connection shall be by Divisions 15 and 16. FRANKUN QUEST 12300.3 3.04 SEISMIC BRACING A. Provide seismic bracing when required In accordance with the Uniform Building Code, latest edition. 3.05 CLEANUP A. Refer to Section 01700. B. At completion of this work, remove all debris from the site. Thoroughly clean all cabinets inside and out. Vacuum shavings, dust and dirt from inside cases, drawers, and from cabinet tops. Clean marks, marrs, and stains ready for use by the owner. C. Make all necessary final adjustments of doors, drawers, and other moveable items. Protect installed items until accepted by the Owner. Replace damaged items at no additional cost to the Owner. END OF SECTION 0 r SECTION 12505 - MINI- BLINDS PART 1 - GENERAL 1.01 SCOPE A. Provide and install mini - blinds as shown on the drawings and as specified herein, 1.02 MEASUREMENTS A. Verify all dimensions by taking field measurements; proper fit and attachment of all parts is required. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Approved Manufacturers: 1. Levelor - Rivera 1" 2. Hunter Douglas - Contract Celebrity 1' 2.02 COLOR A. Color to be Gloss White. 2.03 MATERIALS A. Headrail - shall be of .025' thick Tomized steel, 'U' shaped, 1' high x 1 -9/16' wide. All hardware shall be enclosed in the metal headrail, B. Guardian Tilter - mechanism shall be of a .042' thick Tomized steel housing with a self - Iubricating nylon, automatically disengaging worm and gear mechanism to eliminate overdrive, C. Tilt Wand - shall be transparent with a hexagonal cross section 5/16' across flats. D. Cord Lock - shall be of .042 thick Tomized steel and shall be crash proof. E. Drum and Cradle - shall be provided for each ladder. 1. Drums shall be of .031' thick Tomized steel. 2. Cradles shall be of .042" thick Tomized steel. F. Installation Brackets - shall be of at least .048" thick Tomized steel with a rivet - hinged safety locking front cover to permit removal of headrail without lateral movement. G. Ladders (slat supports) - distance between slats shall not exceed 19.6 mm (nominally 15.7 slats per vertical foot). H. Slats - shall be of 5000 series magnesium aluminum alloy only, not to include reprocessed metals. Slats shall be nominally 1' wide and .0075' ±.003' thick (prior to coating); after coating, the thickness of the slats shall be nominally .0085'. Slats shall be unperforated. I. Bottomrail - shall be of .031" thick Tomized steel. END OF SECTION FRANKLIN QUEST 12505 -1 t DIVISION 13 '- SPECIAL CONSTRUCTION Not Applicable'' DIVISION 14:- CONVEYING SYSTEMS',.. Not Applicable "DIVISION. 95''� MECHANICAL } ; Section" `15000 `- :Mechanical Section.:15250 Insulation Section .15400 `= Plumbing: `:: `' Section ,15450 Plumbing Fixtures 1 r r r I i i a 1.. i 1 1 i SECTION 15000 - MECHANICAL PART 1 GENERAL 1.01 GENERAL A. The General Conditions are made part of this section. 1.02 WORK INCLUDED A. Furnish all paint, labor, equipment, appliances and materials, and perform all operations in connection with the installation of the plumbing, heating, ventilation, and air conditioning systems in strict accordance with the specifications and drawings. Successful, trouble -free operation of a vibration -free system is a prerequisite of this specification. B. Fixtures, including plumbing fixtures. C. Connect to existing cold water domestic supply. D. Connect to existing waste and vent system. E. Furnish and install HVAC system, including equipment, ductwork, equipment supports, diffusers and grilles. F. All piping to be concealed in wall and above ceiling where possible. G. All valve controls to be clear of wall surface (no recessed controls accepted). H. All cleanouts to be flush with wall or floor complete with cover plate. J. Furnish and install automatic temperature control system. k Test and balance system as specified. L. Refurbish and reconfigure as required a complete automatic wet sprinkler fire protection system (ordinary hazard). Sprinkler head to be a concealed type. 1.03 MANUFACTURED EQUIPMENT A...... By description catalog number and specific designation, standards are established for manufactured items such as specialties, fixtures and equipment which the Contractor shall furnish as required by this section. Substitutions must be submitted and approved by the Architect prior to bid for consideration. B. Shop drawings and up -to -date engineering data sheets and catalog information shall be furnished on the following items of equipment. Provide (6) copies for review. 1) Temperature Controls 2) All diffusers, grilles, louvers, etc. 3) Wet type fire sprinkler system. FRANKUN QUEST 15000.1 1.04 DRAWINGS AND SPECIFICATION A. These specifications are intended to cover all labor, material and standards of mechanical workmanship to be employed in the work shown on the drawings and called for in these specifications or reasonably implied by terms of the same. The drawings and specifica- tions are intended to supplement one another, and any part of the work that may be mentioned in the one and not represented in the other, shall be done the same as if it had been mention or represented in both. 1.05 REGULATIONS AND CODES A. All work shall be performed and material shall be installed in full accordance with the latest rules prescribed by local and /or sate codes or ordinances, including but not limited to the following: 1) Uniform Building Code and Mechanical Code. 2) Uniform Plumbing Code. 3) State and Local Health Department Regulations. 4) National Board of Fire Underwriter's Regulations. 5) Industrial Accident Commission's safety orders. 6) Regulations of the local fire marshal. 7) Regulations of OSHA. 8) NFPA 9) SMACNA Guidelines. 10) ASHRA Guidelines. 11) Mountain Natural Gas. B. Pay all required fees and obtain all necessary permits for completion of work. C. When drawings or specification call for sizes or grades different than required by the governing codes, the Contractor shall provide and install the larger size or higher grade. 1.06 GUARANTEE A. In addition to the guarantees required in the General Conditions, all material and equipment provided and installed under this division of the specification shall be guaranteed for a period of one year form the date of acceptance of the work by the owner, unless otherwise noted elsewhere in the specifications. Should any trouble develop during this period due to defective materials or faulty workmanship, the contractor shall furnish all necessary labor and materials to correct the trouble without any cost to the Owner. Any defective materials or the guarantee period shall be corrected Immediately to the entire satisfaction of the Owner. 1.07 AIR SYSTEM TESTING & BALANCING A. includes: Balancing and adjusting of the heating, ventilating, cooling and exhaust systems. Test report. B. Contractor shall procure services of an independent Air Balance and Testing Agency which specializes in balancing and testing of heating ventilating, and cooling systems to balance, adjust, and test air moving equipment, air FRANKLIN QUEST 15000-2 1 distribution, and exhaust systems. Agency shall be AABC certified and approved by the Architect prior to bidding. Work by this Agency shall be done under direct supervision of a qualified Heating and Ventilating Engineer employed by the Agency. Instruments used by Agency shall be accurately calibrated and maintained in good working order. If required, conduct test in presence of Owner. C. Contractor shall award test and balance contract to the approved Agency upon receipt of his Contract to proceed to allow Agency to schedule this work in cooperation with other Section involved and comply with completion date. D. Testing Procedure: Air Balancing shall be performed in complete accordance with the Associated Air Balancing Council Standards for Field Measurement and Instruction, Form P1266, Volume 1. All test data shall be recorded on AABC standard forms. E. Division 15 shall make changes on pulley, belts, and dampers or add dampers as required for correct balance, as recommended by Air Balance and Testing Agency at no additional cost to Owner. 1.08 COORDINATION OF WORK A. It is understood that while Drawings are to be followed as closely as circumstances permit, this Division will be held responsible for installation of systems according to the true intent and meaning of Contract Documents. Anything not clear or in conflict will be explained by making application to Architect. Should condition arise where certain changed would be advisable, secure approval of these changes proceeding with work. B. Coordinate work of various trades in installing interrelated work. Before installation of mechanical items, Make proper provisions to avoid interferences in a manner approved by Architect. Changes required in work specified in Division 15 caused by neglect to do so, shall be made at no cost to Owner. C. Arrange pipes, ducts, and equipment to permit ready access to valves, unions, traps, starters, motors, control components, and to clear opening of doors and access panels. D. Furnish and install inserts and supports required by Division 15 unless otherwise noted. Furnish sleeves, inserts, supports, and equipment that are an integral part of other Divisions of the Work to Section involved in sufficient time to be built into construction as the Work proceeds. Locate these items and see that they are properly installed. Expense resulting from improper locatio or installation of items above shall be bome by Division 15. E. Be responsible for required digging, cutting, and patching incident to work for this division, and make required repairs afterwards to satisfaction of Architect. Cut carefully to minimize necessity for repairs to existing work. Do not cut beams, columns, or trusses. 1) Patch and repair wails, floors, ceiling, and roofs with materials of same quality and appearance as adjacent surfaces unless otherwise shown. Surface finishes shall exactly match existing finishes of same materials. FRANKUN QUEST 15000-3 Each Section of this Division shall bear expense of cutting, patching, repairing, and replacing of work of other Section required because of its fault, error, tardiness, or because of damage done by it. F. Adjust location of pipes, ducts, equipment, fixtures, etc., to accommodate work from interference anticipated and encountered. Determine exact route and location of each pipe and duct prior to fabrication. 1) Make offsets, transition, and changes in direction of pipes, ducts, and electrical raceways as required to maintain proper head room and pitch of sloping lines whether or not indicated on Drawings. Furnish and install traps, air vents, sanitary vents, pull boxes, etc., as required to effect these offsets, transition, and changes in direction. Q. Insure that items to be furnished fit in space available. Make necessary field measurements to ascertain space requirements including those for connections and furnish and install equipment of size and shape so final installation shall suit true intent and meaning if Contract Documents. H. Follow Manufacturer's direction in delivery, storage, protection, and installation of equipment and materials. 1) Promptly notify Architect in writing of conflicts between requirements of Contract Documents and Manufacturer's directions and obtain Architects written Instruction before proceeding with work. Bear expenses arising from correcting deficiencies of work that do not comply with Manufacturer's directions or such written instruction from Architect. Deliver equipment and material to site and tightly cover and protect against dirt, water, and chemical or mechanical injury but have readily accessible for inspection. Store items subject to moisture damage (such as controls) in a dry heated space. END OF SECTION 15000 FRANKLIN QUEST 1 x000=4' SECTION 15250 - INSULATION PART 1 GENERAL 1.01 HOT AND COLD WATER PIPING INSULATION A. Above Ground Insulation; CSG, Johns - Manville, or Owens- Corning snap -on glass fiber pipe insulation or heavy sectional pipe insulation with factory applied vapor and fire retardant jacket equal to fiberglass ASJ. Thickness shall be 16. 1.02 CHILLED WATER PIPING INSULATION (Where Applicable) A. Same type as for hot and cold water piping, thickness shall be 1 -1/26. 1.03 CONDENSATE DRAIN PIPING INSULATION (Where Applicable) A. Same Type as for hot and cold water piping, thickness shall be 11. 1.04 DUCT WRAP INSULATION A. Wrap all supply and retum ductwork external to building insulation envelope. Also wrap all round air duct within building insulation envelope. Insulation shall be 11 thick fiberglass with aluminum foil scrim kraft facing and have a density of one lb /cu. ft. B. Approved Manufacturers 1) Manville Microlite FSK 2) CSG Type IV standard duct insulation 3) Owens Coming FRK 4) Knauf (duct Wrap FSK) C. Install insulation in a neat and workman line manner with no fishtails. Finish shall be smooth with all Joints properly taped, Insulations shall be full thickness uncompressed except where required to pass structural interferences. D. Rectangular ductwork shown on the mechanical drawings to have 11 thick duct liner; insulation does not require duct wrap insulation. END OF SECTION 15250 FRANKUN QUEST 15250 -1 SECTION 15400 - PLUMBING PART 1 GENERAL PART 2 PRODUCTS 2.01 HOT AND COLD WATER PIPING A. Hot and cold water piping shall be Type 'L" copper with cast copper solder fittings. All underground water piping shall be type K copper. Solder shall be ASTM 95 -5 lead -free solder or Harris 'Bridgit'.. 2.02 CHILLED WATER SUPPLY AND RETURN PIPING (Where applicable.) A. Type 'L' copper with wrought copper fittings and 95 -5 solder. 2.03 EQUIPMENT DRAINS A. Galvanized schedule 40 steel with galvanized 150 PSI banded malleable iron threaded fittings. 2.04 WASTE AND DRAIN VENT PIPING SYSTEMS A. Above ground piping: 1) Piping shall be standard weight, no hub cast iron pipe or non - metallic pipe as permitted by code. B. Below ground piping: 1) Standard weight hub & spigot cast iron pipe. 2.05 FIRE PROTECTION SYSTEM PIPING A. Schedule 30, seamless or electric resistance welded, carbon steel, ASTM A -53, Grade A or equal. Flexible groove type couplings shall be used. PART 3 - EXECUTION 3.01 INSTALLATION A. Horizontal waste pipe shall be given a grade of 1/4' per foot. 1/8' per foot slope must be approved by the Authority having jurisdiction. B. Vertical piping shall be secured at sufficiently close intervals to keep pipe alignment and carry the weight of the pipe on contents. Stacks shall be supported at their bases with approved metal clamps or hangers. C. Support ordinary horizontal piping and fittings at sufficiently close intervals to maintain alignment and prevent sagging or grade reversals. Support each length of pipe by an approved hanger located not more than 18' from the joint. D. Support terminal ends of all horizontal runs or branches and each change of direction ar alignment by an approved hanger. 3.02 FITTINGS A. Changes in pipe size of waste lines shall be made with reducing fittings. Changes in direction shall be made with the appropriate use of 45 degree wyes, half wyes, long sweep 1/4 bends, 1/6, 1/8 or 1/16 bends, except that sanitary tees may be used on waste lines where change in direction of flow is from the FRANKLIN QUEST 15400 -1 horizontal to the vertical, and on the discharge from the water closets. B. Non - metallic approved as permitted by local and state codes. 3.03 JOINTS A. Cast Iron Pipe: Comply with state and local codes and be compressed joints similar to Tyseal installed in accordance with manufacturer's directions. The gasket shall be neoprene sealing sleeve. The coupling shall conform to CISPS Standard 301. Gasket sleeve shall conform strictly to ASTM C -564. 3.04 CLEANOUTS, PLUGS, AND TEST TEES 3.05 A. Cleanouts shall be the same size as the pipe. Where ceanouts in connection with threaded pipe are accessible, they shall be cast iron drainage T- pattern 90 degree branch fittings with extra heavy brass screw plugs of the same size as the pipe. (4' cleanout maximum.) B. Test tees with cast iron cleanout plugs shall be installed at the foot of all waste of drain stacks. TRAPS A. Each fixture and piece of equipment requiring connections to the drainage system shall be equipped with a trap, per plumbing code requirements. B. Traps are specified to be supplied with the fixtures. Traps, unless integral type or as noted otherwise, shall be extra heavy deep seal cast iron, or of a recessed drainage pattern on threaded pipe. 3.06 VALVES A. Valves, strainers and items indicated below shall be those manufactured by Crane Company unless otherwise indicated. Walworth and Nibco valves will be acceptable. B. Valves 2' and smaller shall be bronze, screwed, brazed or solder joint, 125 psi for water service. C. Provide ball valves for individual unit shut -off on water lines. 3.07 DAMAGE BY LEAKS A. The Contractor shall be responsible for all damage to any part of the premise caused by leaks or breaks in pipe or fixtures furnished and /or installed under this specification for a period of (1) year from the date of acceptance of the work by the Owner. The Contractor shall make all necessary repairs to the Owner's satisfaction and at no cost to the Owner. 3.08 TESTING AND ADJUSTING A. Each piece of equipment and all of the systems shall be adjusted to insure proper functioning if all controls, maintenance of temperatures, draft free, elimination of noise and vibration, and left in first class operating condition. B. Contractor shall perform all test in the presence of the Owner's representative. C. Test the sanitary sewer system Indoors with water by filling the piping to the top of the highest point, but not less than 51b. pressure. FRANKLIN QUEST 15400 -2 D. Test the water systems with water at working pressure, or with air at 50 Ib. pressure. E. All tests shall be maintained without Teaks or pressure loss for not less that 6 hours, with allowance for the temperature changes. F. Ali equipment which would be subject to damage at the test pressure shall be isolated from the system and no test shall be made against a service valve or meter. G. Repair all leaks and repeat tests where required. H. Cleaning and disinfecting piping, 1) Sterilize domestic water system with solution containing 250 parts per million minimum of available chlorine. Introduce chlorinating material into system in a manner approved by the Architect. Allow sterilization solution to remain for 24 hours and open and close valves and faucets several times during that time. 2) After sterilization, flush solution from system with clean water until residual chlorine content is less than 0.2 parts per million. 3) Water system will not be accepted until negative bacteriological test is made on water taken from system. Repeat dosing as necessary until such negative test is accomplished. Provide report to Architect for approval. END OF SECTION 15400 f� SECTION 15450 - PLUMBING FIXTURES PART 1 - GENERAL 1.01 MATERIALS A. Complete installation of each fixture including trap and accessories with accessible stop or control valve in each hot and cold water branch supply line. Make Joint between fixture and floor flange tight with approved fixture setting compound or gasket, 1) Interior exposed pipe, valves, and fixture trim shall be chrome plated. Polish chrome finish at completion of project. 2) Caulk between fixtures and wall and floor with white butyl rubber non - absorbent caulking compound. Point all edges. 3) Install fixture as per local codes and manufacturer's instructions. 4) Do not use flexible water piping. PART 2 - PRODUCTS 2.01 PLUMBING FIXTURES A. Water Closet - Existing to be refurbished, repaired, and adjusted as required. B. Seat - (provide split front type with check hinge) 1) 'Church" No. 5320.14 2) Crane Embassy 7 -150 C. Lavatory (wall mounted, white): 1) American Standard - Regalyn 4869.020, enameled cast iron. 2) Kohler - Hudson K -2849, enameled cast iron. D. Fittings (faucet and drain): 1) American Standard - Reliant 2385.049, single lever, pop-up drain. 2) Kohler - Corelais K- 15182, single lever, pop -up drain. END OF SECTION FRANKLIN QUEST 15450-1 DIVISION 16 - ELECTRICAL Section 16001 Electrlcal:General Provisions ' :,Section 16110 Conduit Raceways • Section 16120 7.ConaLiotote and Cables Section.16130 Stereo System Section 16135 Electrical .Boxes and Fittings Section 16136 7 Supporting:Devices Section 1 6140 = Wiring Devices Section 16500 Interior BuiidinglLlghting' Section 16740 Telephone systems„ Section' 16745 Computeri.Comnnunication •Systems SECTION 16001 - ELECTRICAL GENERAL PROVISIONS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. B. Architectural, Structural, Mechanical and other applicable documents are considered a part of the electrical documents insofar as they apply as if referred to in full. 1.02 DESCRIPTION OF WORK: A. Extent of electrical work is indicated on drawings and /or specified in Division 16 sections of the specification. Provide all labor, materials, equipment, supervision and service necessary for a complete electrical systern. Work includes, but is not necessarily limited to, the following items. ITEM SECTION Conduit Raceways 16110 Conductors and Cables 16120 Electrical Boxes and Fittings 16135 Supporting Devices 16136 Wiring Devices 16140 Interior Building Lighting 16500 Telephone Systems 16740 Data/Communication Systems 16745 B. Use of standard industry symbols together with the special symbols, notes, and instructions indicated on the drawings describe the work, materials, apparatus and systems required as a portion of this work. C. Visit the site during the bidding period to determine existing conditions affecting electrical and other work. All costs arising from site conditions and /or preparation shall be included in the base bid. No additional charges will be allowed due to inadequate site inspection. 1.03 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS: A. Before bidding, Contractor shall familiarize himself with the drawings, specifications and project site. Submit requests for clarification to Architect in writing prior to issuance of final addendum. After signing the contract, the Contractor shall meet the intent, purpose, and function of the contract documents. Any costs of materials, labor and equipment arising therefrom, to make each system complete and operable, is the responsibility of the Contractor. 1.04 QUALITY ASSURANCE: A. Comply with requirements of State and Local Ordinances. If a conflict occurs between these requirements and the contract documents, the most stringent requirements shall govern. The contractor accepts this responsibility upon submitting his bid, and no extra charge will be allowed after the contract is awarded. This shall not be construed as relieving the Contractor from complying with any requirements of the contract documents which may be in excess of the aforementioned requirements, and not contrary to same. B. Obtain all permits, inspections, etc, required by authority having jurisdiction. Include all fees in bid. Furnish a certificate of approval to the Owner's Representative from the FRANKLIN QUEST 16001-1 Inspection Authority at completion of the work. C. Employ only qualified craftsmen with at least three years of experience. Workmanship shall be neat, have a good mechanical appearance and conform to best electrical construction practices. Provide a competent superintendent to direct the work at all times. Any person found incompetent shall be discharged from the project and replaced by satisfactory personnel. D. Contractor shall have a current state contracting license applicable to type of work to be performed under this contract. 1.05 SUBMITTALS: A. SHOP DRAWINGS AND PRODUCT DATA; After the Contract is awarded but prior to manufacture or installation of any equipment, prepare complete Shop Drawings and Brochures for materials and equipment as required by each section of the specification. Submit 6 complete sets for review. Prior to submission of the Shop Drawings and Project Data, review and certify that they are in compliance with the Contract Documents. Verify all dimensional information to insure proper clearance for installation of equipment. Check all materials and equipment after arrival on the job site and verify compliance with the Contract Documents. A minimum period of two weeks, exclusive of transmittal time, will be required each time a Shop Drawing and /or Brochure is submitted or resubmitted for review. This time period shall be considered by the Contractor when scheduling submittal data. B. Review of Shop Drawings and Brochures shall not relieve the Contractor of responsibility for dimensions and /or errors that may be contained therein, or deviations from the Contract Document's requirements. It shall be clearly understood that the noting of some errors but overlooking others does not grant the Contractor permission to proceed in error. Regardless of any information contained in the Shop Drawings and Brochures, the requirements of the Contract Document's shall govern and are not waived, or superceded in any way by the review of the Shop Drawings and Brochures. C. Observe the following rules when submitting the Shop Drawings and Brochures. 1. Each Shop Drawing shall indicate in the lower right hand corner, and each Brochure shall indicate on the front cover the following; Title of the sheet or brochure, name and location of the building; names of the Architect, Contractor, Subcontractors, Manufacturer, SupplierNendor, etc., date of submittal,and the date of correction and revision. Unless the above information is included the submittal will be returned for resubmttteal. 2. Shop Drawings shall be done in an easily legible scale and shall contain sufficient plans, elevations, sections, and isometrics to clearly describe the equipment or apparatus, and its location. Drawings shall be prepared by an Engineer/ Draftsmen skilled in this type of work. Shop Drawings shall be drawn to at least 1/4' = 1'0' scale. 3. Brochures to be submitted shall be published by the Manufacturers and shall contain complete and detailed engineering and dimensional Information. Brochures submitted shall contain only information relevant to the particular equipment or materials to be furnished. The Contractor shall not submit catalogs which describe several different items in addition to those items to be used, unless all irrelevant information is marked out, or unless relevant information is clearly marked. Brochures from each manufacturer shall be Identified and submitted separately. FRANKUN QUEST 16001 -2 1.06 GUARANTEE: A. Ensure that electrical system installed under this contract is in proper working order and in compliance with drawings, specifications, and /or authorized changes. Without additional charge, replace any work or materials which develop defect, except from ordinary wear and tear, within one year from the date of substantial completion. Exception: Incandescent and fluorescent lamps shall be guaranteed for a period of two months from the date of substantial completion. PART 2 - PRODUCTS 2.01 GENERAL: A. Products are specified by manufacturer name, description, and /or catalog number. Discrepancies between equipment specified and the intended function of equipment shall be brought to the attention of the Architect in writing prior to bidding. Failure to report any conflict, including catalog numbers, discontinued products, etc., does not relieve the Contractor from meeting the intent of the contract documents nor shall it change the contract cost. If the Contractor is unable to interpret any part of the plans and /or specifications, or should he find discrepancies therein, he shall bring this to the attention of the Architect who will issue interpretation and /or additional instructions to Bidders before the project Is bid. B. MANUFACTURERS: Provide products of manufacturers specified or equivalent products of other manufacturers which have been approved in writing by the Architect prior to bid. Manufacturers catalog numbers and descriptions establish the quality of product required. C. Any conflict arising from the use of substituted equipment shall be the responsibility of the contractor, who shall bear all costs required to make the equipment comply with the intent of the contract documents. D. Samples may be required for substituted items before approval to bid. Provide all samples as required. E. No materials or apparatus may be substituted after the bid opening. F. Provide only equipment specified in the contract documents or approved by addendum. 2.02 SPARE PARTS: A. Provide spare parts (fuses, diffusers, lamps, etc.) as specified. Transmit all spare parts to Owner's Representative prior to substantial completion. PART 3 - EXECUTION 3.01 INSTALLATION: A. Layout electrical work in advance of construction to eliminate unnecessary cutting, drilling, channeling, etc. Where such cutting, drilling, or channeling becomes necessary for proper installation; perform with care. Use skilled mechanics of the trades involved. Repair damage to building and equipment at no additional cost to the contract. Cutting work of other Contractors shall be done only with the consent of that Contractor. Cutting structural members shall not be permitted. B. Since the drawings of floor, wall, and ceiling installation are made at small scale; outlets, devices, equipment, etc., are indicated only in their approximate location unless FRANKUN GUEST 16001-3 dimensioned. Locate outlets and apparatus symmetrically on floors, walls and ceilings where not dimensioned, and coordinate such locations with work of other trades to prevent interferences. Verify all dimensions on the job. Do not scale the electrical drawings, but refer to the architectural and mechanical shop drawings and project drawings for dimensions as applicable. C. Perform for other trades, the electrical wiring and connection for all devices, equipment -� or apparatus. Consult Architectural, Mechanical, and other applicable drawings, and all applicable shop drawings to avoid switches, outlets, and other equipment from being hidden behind doors, cabinets, counters, heating equipment, etc., or from being located in chalkboards, tackboards, glass panels, etc. Relocate buried electrical devices and /or connections as directed at no additional cost. D. Where conduit, outlets or apparatus are to be encased in concrete, it must be located and secured by a journeyman or foreman present at the point of installation. Check locations of the electrical items before and after concrete and /or masonry installation and 4' relocate displaced items. 1 E. Provide block -outs, sleeves, demolition work, etc., required for installation of work specified in this division. 3.02 CLEAN: ', A. Clean up all equipment, conduit, fittings, packing cartons and other debris that is a direct result of the installation of the work of this Division. I B. Clean fixtures, interiors and exteriors of all equipment, and raceways upon request for r Substantial Completion. 4; 3.03 POWER OUTAGES: A. All power outages required for execution of this work shall occur during non - standard working hours and at the convenience of the Owner. Include all costs for overtime work in bid. B. Submit written request at least 7 days in advance of scheduled outage and proceed with l,� outage only after receiving authorization from the Owner's Representative. rsf C. Keep all outages to an absolute minimum.!, 3.04 STORAGE AND PROTECTION OF MATERIALS: A. Provide storage space for storage of materials and apparatus and assume complete 1 responsibility for all losses due to any cause whatsoever. in no case shall storage interfere with traffic conditions in any public thoroughfare or constitute a hazard to f" persons in the vicinity. Protect completed work, work underway, and apparatus against t loss or damage. 3.05 FIRE PENETRATION SEALS:;` A. Seal all penetrations for work of this section through fire rated floors, walls and ceilings to prevent the spread of smoke, fire, toxic gas or water through the penetration either before, during or after fire. The fire rating of the penetration seal shall be at least that of the floor, wall or ceiling into which It is installed, so that the original fire rating of the floor or wall is maintained as required by Article 300 -21 of the National Electrical Code. B. Where applicable, provide OZ Type CFSF /I and CAFSF /I fire seal fittings for conduit and cable penetrations through concrete and masonry walls, floors, slabs, and similar FRANKUN QUEST 160014 structures. Where applicable, provide 3M fire barrier sealing penetration system, and /or Thomas & Betts Flame Safe Fire Stop System, and /or Chase C. Foam fire stop system, including wall wrap, partitions, caps, and other accessories as required. All materials to comply with UL 1479 (ASTM E -814). Comply with manufacturer's instructions and recommendations for installation of sealing fittings and barrier sealing systems. 3.06 PROJECT FINALIZATION AND START -UP: A. Upon completion of equipment and system installation, assemble all equipment Factory Representatives and Subcontractors for system start -up. B. Each Representative and Subcontractor shall assist in start-up and check out their respective system and remain at the site until the total system operation is accepted by the Owner's representative. 3.07 FINAL REVIEW: A. At the time of final review, the project foreman shall accompany the reviewing party, and remove coverplates, panel covers and other access panels as requested, to allow review of the entire electrical system. END OF SECTION 16000 FRANKLIN QUEST 16001-5 SECTION 16110 - CONDUIT RACEWAYS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. B. This section is a Division -16 Basic Materials and Methods section, and is part of each Division -16 section making reference to electrical raceways and specified herein. 1.02 DESCRIPTION OF WORK: A. Types of raceways in this section include the following: 1. Electrical Metallic Tubing 2. Flexible Metal Conduit 3. Liquid -tight Flexible Metal Conduit 4. Rigid Metal Conduit 5. Rigid Non - metallic Conduit 1.03 QUALITY ASSURANCE: A. MANUFACTURERS: Firms regularly engaged in manufacture of raceway systems of types and sizes required, whose products have been in satisfactory use in similar service for not less than three (3) years. B. STANDARDS: Comply with applicable portions of NEMA standards pertaining to raceways. Comply with applicable portions of UL safety standards pertaining to electrical raceway systems; and provide products and components which have been UL- listed and labeled. Comply with NEC requirements as applicable to construction and installation of raceway systems. C. SUBMITTALS: Not required. PART 2 - PRODUCTS 2.01 METAL CONDUIT AND TUBING: A. GENERAL: Provide metal conduit, tubing and fittings of types, grades, sizes and weights (wall thicknesses) as indicated; with minimum trade size of 3/4'. B. RIGID METAL CONDUIT (RMC): FS WW -C -0581 and ANSI C80.1. C. RIGID METAL CONDUIT FITTINGS: Provide fully threaded malleable steel couplings; raintight and concrete tight where required by application. Provide double locknuts and metal bushings at conduit termination, use OZ Type B bushings on conduits 1 -1/4' and larger. D. ELECTRICAL METALLIC TUBING (EMT): FS WW -C -563 and ANSI C80.3. E. EMT FITTINGS: Provide insulated throat non - indenter type malleable steel fittings; concrete tight where required by application. Install OZ Type B bushings on conduits 1-1/4' larger. F. FLEXIBLE METAL CONDUIT: FS WW -C -566, of the following type; FRANKUN QUEST 16110-1 Zinc - coated steel. G. FLEXIBLE METAL CONDUIT FITTINGS: FS W- F-406, Type 1, Class 1, and Style A. H. EXPANSION FITTINGS: OZ Type AX, or equivalent to suit application. 2.02 NON - METALLIC CONDUIT AND DUCTS: A. GENERAL: Provide non - metallic conduit, ducts and fittings of types, sizes and weights (wall thicknesses) as indicated; with minimum trade size of 3/4'. 2.03 SEALING BUSHINGS: A. Provide OZ Type FSK, WSK, or CSMI as required by application. Provide OZ type CSB internal sealing bushings. 2.04 CABLE SUPPORTS: A. Provide OZ cable supports for vertical risers, type as required by application. PART 3 - EXECUTION 3.01 INSTALLATION OF ELECTRICAL RACEWAYS: A. Install electrical raceways where indicated; in accordance with manufacturer's written instructions, applicable requirements of NEC and NECA 'Standard of Installation', and in accordance with the following. B. BRANCH CIRCUITS, SIGNAL AND CONTROL CIRCUITS, AND INDIVIDUAL EQUIPMENT CIRCUITS RATED LESS THAN 100 AMPS: Install in electric metallic tubing (EMT); except in poured walls, with one side in contact with grade, below concrete slab -on- grade, or in earth fill, install in non - metallic plastic duct. In suspended slabs, Install in EMT. Encase non - metallic duct 1 -1/4' and larger in concrete. See duct banks. C. Coordinate with other work including metal and concrete deck work, as necessary to interface installation of electrical raceways and components. D. Install raceway in accordance with the following: 1. Provide a minimum of 12' clearance from flues and hot water piping, etc. Avoid installing raceways in immediate vicinity of heat emitting equipment. Conceal raceways in finished walls, ceilings and floor (other than slab -on- grade). Where conduit is exposed in mechanical spaces, etc., install parallel with or at right angles to building or room structural lines, 2. Where cutting raceway is necessary, remove all inside and outside burrs; make cuts smooth and square with raceway. Paint all field threads (or portions of raceway where corrosion protection has been damaged) with primer and enamel finish coat to match adjacent raceway surface. 3. Comply with NEC for requirements for installation of pull boxes in long runs. 4. Cap open ends of conduits and protect other raceways as required against accumulation of dirt and debris. Pull a mandril and swab through all conduit before installing conductors. Install a 200 Ib. nylon pull cord in each empty conduit run. 5. Replace all crushed, wrinkled or deformed raceway before installing conductors. FRANKUN QUEST 16110.2 6. Provide rigid metal conduit (RMC) for all bends greater than 30 degrees in buried conduit. Provide protective coating for RMC bend as specified herein. 7. Where raceways penetrate building, area ways, and floors below grade, install rigid metal conduit (RMC) for a minimum distance of 368 on the exterior side of the floor or wall. Provide OZ, Type FSK, WSK or CSMI sealing bushings (with external membrane clamps as applicable) for all conduit penetrations entering walls or slabs below grade. Provide segmented type CSB internal sealing bushings In all raceways penetrating building walls and slabs below grade, and in all above grade raceway penetrations susceptable to moisture migration into building thru raceway. 8. Provide .OZ.expansion fittings on all conduits crossing building expansion joints, both in slab and suspended. 9. Provide OZ cable supports in all vertical risers in accordance with NEC 300 -19; type as required by application. 10. Complete installation of electrical raceways before starting installation of cables /conductors within raceways. 11. Raceway installation below slab -on- grade, or below grade: END OF SECTION 16110 FRANKUN QUEST 16110.3 SECTION 16120 - CONDUCTORS AND CABLES PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. B. This section is a Division -16 Basic Materials and Methods section, and is part of each Division -16 section making reference to conductors and cables specified herein. 1.02 DESCRIPTION OF WORK: A. Extent of electrical conductor and electrical cable work is indicated by drawings. B. Types of conductors and cables in this section include the following: Copper Conductors (600V) C. Applications for conductors and cables required for project include: Branch Circuits 1.03 QUAUTY ASSURANCE: A. Comply with NEC as applicable to construction and installation of electrical conductors and cable. Comply with UL standards and provide electrical conductors and cables which have been UL- listed and labeled. B. Comply with applicable portions of NEMA/Insulated Cable Engineers Association standards pertaining to materials, construction and testing of conductors and cable. C. Comply with applicable portions of ANSI /ASTM standards pertaining to construction of conductors and cable. PART 2 - PRODUCTS 2.01 COPPER CONDUCTORS (600V): A. Provide factory- fabricated conductors of sizes, ratings, materials, and types indicated for each service. Where not indicated provide proper selection to comply with project's installation requirements and NEC standards. Provide conductors in accordance with the following: 1. Branch Circuit Conductors and All Conductors #3 AWG and Smaller - Copper conductor, with TW, THHN, or THWN insulation #10AWG and smaller, and THW larger than #10AWG, and where ambient temperature conditions exceed 60 degrees C. Size all conductors in accordance with NEC; minimum size to be #12 AWG. Provide stranded conductors for #8 AWG and larger. Provide THHN insulated conductor (in dry areas) from outlets to fixtures, and in fixture channels. Use THHN in dry areas; in damp locations, under slab, on exterior, etc, use THWN. 2. Provide color and coding of conductors as follows: 120/240V A -Phase - Black FRANKUN QUEST r 16120 -1 B -Phase - Red Neutral - White Ground - Green B. Provide #10 AWG neutral conductor for all three and four wire fluorescent circuit home runs. PART 3 - EXECUTION 3.01 INSTALLATION: A. General: Install electric conductors and cables as indicated, in compliance with manufacturer's written instructions, applicable requirements of NEC and NECA's 'Standards of Installation', and in accordance with recognized industry practices. B. Coordinate installation work with electrical raceway and equipment installation work, as necessary for proper interface. C. Cables may be pulled by direct attachment to conductors or by use of basket weave pulling grip applied over cables. Attachment to pulling device shall be made through approved swivel connection. Nonmetallic jacketed cables of small size may be pulled directly by conductors by forming them Into a loop to which pull wire can be attached; remove insulation from conductors before forming the loop. Larger sizes of cable may be pulled by using basket weave pulling grip, provided the pulling force does not exceed limits recommended by manufacturer; if pulling more than one cable, bind them together with friction tape before applying the grip. For long pulls requiring heavy pulling force, use pulling eyes attached to conductors. D. Do not exceed manufacturer's recommendations for maximum allowable pulling tension, side wall pressure, and minimum allowable bending radius. In all cases, pulling tension applied to the conductors shall be limited to 0.008 Ibs, per circular mil of conductor cross - section area. E. Pull In cable from the end having the sharpest bend; i.e. bend shall be closest to reel. Keep pulling tension to minimum by liberal use of lubricant, and turning of reel, and slack feeding of cable into duct entrance. Employ not less than one man at reel and one in pullhole during this operation. F. For training of cables, minimum bend radius to Inner surface of cable shall be 12 times cable diameter. G. Where cable is pulled under tension over sheaves, conduit bends, or other curved surfaces, make minimum bend radius 50% greater than specified above for training. H. Use only wire and cable pulling compound recommended by the specific cable manufacturer, and which is listed by UL I. Seal all cable ends unless splicing is to be done immediately. 3.02 AFTER INSTALLATION TEST FOR CABLE 600 VOLTS AND BELOW: A. Subsequent to wire and cable connections, energize circuitry and demonstrate functioning in accordance with requirements. END OF SECTION 16120 FRANKLIN QUEST 16120 -2 SECTION 16130 - STEREO SYSTEM INSTALLATION: ITEM 1. r Electrical Contractor to install CD System provided by tenant. Scope of work include wiring and installation of 4 ceiling mounted speakers in Sales Area, 1 speaker in each office and 1 in the storage room. Speakers in offices and storage room to have separate volume control, Wiring to extend from speaker locations to stereo system location shown on drawing and provide junction box and cover plate with single opening for all wiring. Verify height with store manager. END OF SECTION SECTION 16135 - ELECTRICAL BOXES AND FITTINGS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specifications sections, apply to work of this section. B. This section is a Division -16 Basic Materials and Methods section, and is a part of each Division -16 section making reference to electrical wiring boxes and fittings specified herein. See Section 16110, Raceways, for additional requirements. 1.02 DESCRIPTION OF WORK: A. Extent of electrical box and electrical fitting work is indicated by drawings. B. Types of electrical boxes and fittings in this section include the following: 1. Outlet Boxes 2. Junction Boxes 3. Floor Boxes 4. Conduit Bodies 5. Bushings 6. Locknuts 7. Knockout Closures 8. Miscellaneous Boxes and Fittings 1.03 QUALITY ASSURANCE: A. Comply with NEC as applicable to construction and installation of electrical boxes and fittings. Comply with ANSI C 134,1 (NEMA Standards Pub No. OS 1) as applicable to sheet -steel outlet boxes, device boxes, covers and box supports. Provide electrical boxes and fittings which have been UL- listed and labeled. B. SUBMITTALS: None required PART 2 - PRODUCTS 2.01 FABRICATED MATERIALS: A. INTERIOR OUTLET BOXES: Provide one piece, galvanized flat rolled sheet steel interior outlet wiring boxes, of types, shapes and sizes, including box depths, to suit each respective location and installation, construct with stamped knockouts in back and sides, and with threaded screw holes with corrosion - resistant screws for securing box and covers and wiring devices; minimum depth 1 -1/2'. Provide minimum 2 -1/8' depth for boxes with three or more conduit entries. B. INTERIOR OUTLET BOX ACCESSORIES: Provide outlet box accessories as required for each installation, including mounting brackets, hangers, extension rings, fixture studs, cable clamps and metal straps for supporting outlet boxes, which are compatible with outlet boxes being used and fulfilling requirements of individual wiring applications. C. JUNCTION BOXES: Provide code -gage sheet steel junction and pull boxes, with screw - on covers; of types, shapes and sizes to suit each respective location and installation; with welded seams and equipped with stainless steel nuts, bolts, screws and washers. FRANKUN QUEST 16135 -1 D. FLOOR BOXES: Provide cast -iron waterproof adjustable floor boxes as indicated. See Section 16140, Wiring Devices. E. MANUFACTURER: Subject to compliance with requirements, provide floor boxes of one of the following: 1. Bell Electric /Square D Co. 2. Crouse -Hinds Co. 3. Harvey Hubbell, Inc. 4. Steel City/Midland -Ross Corp. F. CONDUIT BODIES: Provide galvanized cast -metal conduit bodies, of types, shapes and sizes to suit respective locations and installation, construct with threaded - conduit- entrance ends, removable covers, and corrosion - resistant screws. G. BUSHINGS, KNOCKOUT CLOSURES AND LOCKNUTS: Provide corrosion - resistant punched -steel box knockout closures, conduit locknuts and malleable steel conduit bushings and offset connectors, of types and sizes to suit respective uses and installation. PART 3 - EXECUTION 3.01 INSTALLATION OF ELECTRICAL BOXES AND FITTINGS: A. GENERAL: Install electrical boxes and fittings where indicated, complying with manufacturer's written instructions, applicable requirements of NEC and NECA's 'Standard of Installation`, and in compliance with recognized industry practices to ensure that products fulfill requirements. B. Coordinate installation of electrical boxes and fittings with wire /cable and raceway installation work. C. Provide coverplates for all boxes. See Section 16140, Wiring Devices. D. Provide weatherproof outlets for interior and exterior locations exposed to weather or moisture. E. Provide knockout closures to cap unused knockout holes where blanks have been removed. F. Install boxes and conduit bodies to ensure ready accessibility of electrical wiring. Install recessed boxes with face of box or ring flush with adjacent surface. Seal between switch, receptacle and other outlet box openings and adjacent surfaces with plaster, grout, or similar suitable material. G. Fasten boxes rigidly to substrates or structural surfaces to which attached, or solidly embed electrical boxes in concrete or masonry. Use bar hangers for stud construction. Use of nails for securing boxes is prohibited. Set boxes on opposite sides of common wall with minimum 10' of conduit between them. H. Provide electrical connections for installed boxes. END OF SECTION FRANKLIN QUEST 16135 -2 irI tFi l SECTION 16136 - SUPPORTING DEVICES PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification section, apply to work of this section. B. This section is a Division -16 Basic Materials and Methods section, and is a part of each Division -16 section making reference to supports, anchors, sleeves, and seals, specified herein. 1.02 DESCRIPTION OF WORK: A. Extent of supports, anchors, and sleeves is specified in other Division -16 sections. See Section 16110, Raceways, for additional requirements. B. Work of this section includes supports, anchors, sleeves and seals required for a complete raceway support system, including but not limited to: clevis hangers, riser clamps, C- clamps, beam clamps, one and two hole conduit straps, offset conduit clamps, expansion anchors, toggle bolts, threaded rods, U- channel strut systems, threaded rods and all associated accessories. 1.03 QUALITY ASSURANCE: A. Comply with NEC as applicable to construction and installation of electrical supporting devices. Comply with applicable requirements of ANSI /NEMA Std Pub No. FB 1, 'Fittings and Supports for Conduit and Cable Assemblies'. Provide electrical components which are UL- listed and labeled. PART 2 - PRODUCTS 2.01 MANUFACTURED SUPPORTING DEVICES: A. GENERAL: Provide supporting devices; complying with manufacturer's standard materials, design and construction in accordance with published product information, and as required for a complete installation; and as herein specified. PART 3 - EXECUTION 3.01 INSTALLATION OF SUPPORTING DEVICES: A. Install hangers, anchors, sleeves, and seals as required, in accordance with manufacturer's written instructions and with recognized industry practices to insure supporting devices comply with requirements. Comply with requirements of NECA, NEC and ANSI /NEMA for installation of supporting devices. B. Coordinate with other electrical work, including raceway and wiring work, as necessary to interface installation of supporting devices with other work. C. Install hangers, supports, clamps and attachments to support piping properly from building structures. Arrange for grouping of parallel runs of horizontal conduits to be supported together on trapeze type hangers possible. FRANKLIN QUEST 16136 -1 3.02 RACEWAYS: A. Support raceways which are rigidly attached to structure at intervals not to exceed 8 feet on center and within 12' of each junction box, outlet or fitting. Support raceway (as it is installed) In accordance with the following: NUMBER OF RUNS 1 3/4° TO 1 -1/4' 1 -1/2' & LARGER Full straps, clamps Hanger or hangers. 2 Full straps, clamps Mounting Channel or hangers. 3 or more Mounting Channel Mounting Channel B. Support suspended raceways on trapeze hanger systems; or individually by means of threaded rod and straps, clamps, or hangers suitable for the application. Do not use 'tie wire' as a portion of any raceway support system; do not support raceway from ceiling support wires. WIREWAYS: Provide vertical and lateral support systems for all wireways which are supported from overhead structure. END OF SECTION FRANKLIN GUEST 16136.2 SECTION 16140 - WIRING DEVICES PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. B. This section is a Division -16 Basic Materials and Methods section, and is part of each Division -16 section making reference to wiring devices specified herein. 1.02 DESCRIPTION OF WORK: A. The extent of wiring device work is indicated by drawings and schedules. Wiring devices are defined as single discrete units of electrical distribution systems which are intended to carry but not utilize electric energy. B. Types of electrical wiring devices in this section include the following: 1. Receptacles 2. Switches 1.03 QUAUTY ASSURANCE: A. Comply with NEC and NEMA standards as applicable to construction and installation of electrical wiring devices. Provide electrical wiring devices which have been UL listed and labeled. 1.04 SUBMITTALS: A. PRODUCT DATA: Submit manufacturer's data on electrical wiring devices. PART 2 - PRODUCTS 2.01 FABRICATED WIRING DEVICES: A. GENERAL: Provide factory- fabricated wiring devices, in types, and electrical ratings for applications indicated and complying with NEMA Stds Pub No. WD 1. B. Provide wiring devices (of proper voltage rating) as follows: MFGR. C.O.'S 1 -POLE 3 WAY Hubei' 5362 1221 1223 Pass Seymour 5362 20AC1 20AC3 Leviton 5362 1221 1223 Slater 5362G 720 723 Sylvania 5362 1221A 1223A Eagle 5362 2221 2223 C. All devices shall be white. 2.02 WIRING DEVICE ACCESSORIES: A. WALL PLATES: Provide coverplates for wiring devices; plate color to match wiring devices to which attached. Provide nylon or Lexan coverplates in all finished areas. FRANKUN QUEST 16140-1 Provide galvanized steel plates in unfinished areas. PART 3 - EXECUTION 3.01 WIRING DEVICES A. Install wiring devices as indicated, in compliance with manufacturer's written instructions, applicable requirements of NEC and NECA's 'Standard of Installation' and in accordance with recognized industry practices to fulfill project requirements. B. Coordinate with other work, including painting, electrical box and wiring work, as necessary to interface installation of wiring devices with other work. Install devices in boxes such that front of device is flush and square with coverplate. Drawings are small scale and, unless dimensioned, indicate approximate locations only of outlets, devices, equipment, etc. Locate outlets and apparatus symmetrically on floors, walls and ceilings where not dimensioned and coordinate with other work. Verify all dimensioned items on job site. Consult architectural cabinet, millwork, and equipment shop drawings before beginning rough -in of electrical work. Adjust locations of all electrical outlets as required to accommodate work In area. C. Install wiring devices only in electrical boxes which are clean; free from excess building materials, dirt, and debris. Mark each device box (for each type of wiring device) with a permanent ink felt tip marker, indicating the circuit to which the device is connected. Example: "CKT A -1'. . Install blank plates on all boxes without devices. E. Delay installation of wiring devices until wiring work is completed. Delay installation of wall plates until after painting work is completed. 3.02 PROTECTION OF WALL PLATES AND RECEPTACLES: A. At time of substantial completion, replace those Items which have been damaged, including those stained, bumed and scored. 3.03 GROUNDING: A. Provide electrically continuous, tight grounding connections for wiring devices, unless otherwise indicated. 3.04 TESTING: A. Prior to energizing circuitry, test wiring devices for electrical continuity and proper polarity connections. After energizing circuitry, test wiring devices to demonstrate compliance with requirements. FRANKLIN QUEST END OF SECTION 16140 SECTION 16500 - INTERIOR BUILDING LIGHTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. B. Division -16 Basic Materials and Methods sections apply to work specified in this section. 1.02 DESCRIPTION OF WORK: A. Extent of interior and exterior lighting fixture work is indicated by drawings. B. Types of lighting fixtures in this section include the following: 1. Fluorescent 2. Incandescent 1.03 QUAUTY ASSURANCE: A. Comply with NEC, NEMA and ANSI 132,1 as applicable to installation and construction of lighting fixtures. Comply with NEC 410 -64C for all recessed incandescent light fixtures. Provide lighting fixtures which have been UL- listed and labeled, B. CBM LABELS: Provide fluorescent -lamp ballasts which comply with Certified Ballast Manufacturers Association standards and carry the CBM label. 1.04 SUBMITTALS: A. PRODUCT DATA: Submit manufacturer's data on interior building lighting fixtures. B. SHOP DRAWINGS: Submit dimensioned drawings of lighting fixtures. Submit fixture shop drawings in booklet form with separate sheet for each fixture, assembled in luminaire `type' alphabetical order, with proposed fixture and accessories clearly indicated on each sheet. PART 2 - PRODUCTS 2.01 FIXTURES A. Subject to compliance with requirements, provide products of one of the following (for each type of fixture): B. FLUORESCENT BALLASTS: 1. Advance Transformer Co. 2. General Electric Co. 3. Universal Mfg. Co. C. INCANDESCENT AND FLUORESCENT LAMPS: 1. General Electric Co. 2. Sylvania Lamp Div., GTE Corp. 3. North American Phillips Ughting Corp. 4. Venture Ughting international FRANKUN QUEST 16500 -1 2.02 INTERIOR LIGHTING FIXTURES: A. Type 'A' - 2'x2' recessed fluorescent fixture with 1 -1/2' deep, 36 or 16 cell parabolic louver. Fixture shall be 4 -1/2' deep, louver shall be low iridescent, semi specular, pre - anodized aluminum with protective film dust guard, reversible hinging, and spring - loaded 'Roosterhead' latches. Performance in an installation of 3 lamp 40W luminaires in a room cavity ratio of 1, reflectance 80% ceiling, 50% wall, 20$ floor the c.u. shall not be Tess than .67. To prevent glare the VCP shall not be Tess than 87 either lengthwise or crosswise and the average brightness at 65 degrees shall not exceed 164 footlamberts. Manufacturer: Lightolier #SPS2GFSVA340 947TPM 120LE w /3500K B. Type 'B' - 2' x 2' recessed fluorescent static lens troffer with three lamps. Fixture shall be 4 -1/2' deep. Fixture shall have an efficiency of 72.6%. The one piece housing shall be of I -beam construction for added strength, and built -In earthquake clips. Door frame shall have mitered comers and cam - action latches. Manufacturer: Lgghtolier #SPS2GFSVA2U4947TPM 120LE w /(2) F40 SP 30/U/6 C. Type 'C' - Recessed adjustable accent light. Manufacturer: Lightolier frame kit #1102P1 Fixture - Lightolier #1127947TPM -120 75 watt R38 lamp D. Type 'D' - Shallow surface mounted incandescent drum utilizing 2 - 60 watt lamps. Manufacturer: Timely 44WH947TPM120 or equal. E. Type 'E' - Recessed Downlight. Manufacturer: Lightolier frame kit #1102P1 Fixture #1176947TPM -120 100 Watt A -19 lamp F. Type 'F' - Recessed downlight with eyeball. Manufacturer: Lightolier frame kit #1102P1 Fixture #1182947TPM -120 100 Watt A -19 Tamp G. Type 'G' - Chandelier Manufacturer: Trend Lighting #5529947TPM -120 with (3) -150 Watt A -19 lamps Finish: Polished Brass H. Type 'EX' - Exit Light Manufacturer: Emergilite #CHX42G947TPM -120 or equal I. Type 'I' - 1' x 4' surface mounted wrap around with acrylic prismatic Tens. Manufacturer: Lightolier #DA240- 120- 947TPM with (2) F40 TLS Lamps FRANKLIN QUEST 16500 -2 J. Type 'J' - Wall Sconce Manufacturer: Trend Lighting #4731947TPM with (2) 60 watt A -19 lamps Finish: Polished Brass K. FLUORESCENT LAMPS: Equip interior fluorescent fixtures with full light output, energy conserving lamps where available as standard products. Where applicable, equip fixtures with lamps as follows: Rapid Start 3500K L General Electric SP Watt Miser Series, Sylvania Designer Series, or Philips 'Spec' series. M. DIFFUSERS: Where plastic diffusers are specified, provide 100 percent virgin acrylic compound; minimum thickness, .125 inches. Provide a 6 spare diffusers (acrylic only) for each fixture type. 2.03 PRICING INFORMATION: A. Pricing for ALL of the above fixtures is available for bidding purposes from Mountain States Ughting, (1- 800/999- 6752). This procedure will guarantee the national account prices for Franklin Quest. 2.04 ALTERNATE MANUFACTURER: A. As alternate #2 - Please provide the bid difference if equal fixture by Lithonia can be provided in lieu of those specified to by by Ughtolier. PART 3 - EXECUTION 3.01 INSTALLATION OF LIGHTING FIXTURES: A. Install lighting fixtures at locations and heights as indicated, in accordance with fixture manufacturer's written instructions, applicable requirements of NEC, NECA's 'Standards of Installation', NEMA standards, and with recognized industry practices to ensure that lighting fixtures fulfill requirements. B. Coordinate with other work as appropriate to properly interface installation of lighting fixtures with other work. Consult architectural reflected ceiling plan for exact location of all lighting fixtures. C. Provide all necessary supports, brackets, and miscellaneous equipment for mounting of fixtures. Support all ceiling mounted fixtures from the building structure; independent of the ceiling system, unless noted. Support each recessed fixture fluorescent or incandescent from the building structure with #12 ga. steel wire attached to each comer. Provide backing supports above sheetrock, plaster and similar ceiling and wall materials. Support surface mounted ceiling fixtures from channel. Support ceiling mounted outlet boxes in dependent of the raceway system, and capable of supporting 200 pounds. Feed each recessed fixture directly from an outlet box with flex conduit as required; do not loop from fixture to fixture. See plans for additional details. D. Provide gypsum board protection as required, (acceptable to fire official having jurisdiction to insure fire rating of each ceiling in which fixtures are installed. FRANKLIN QUEST 16500-3 E. COORDINATION MEETINGS: Meet at least twice with the ceiling installer. Hold first meeting before submittal of shop drawings to coordinate each light fixture mounting condition with ceiling type. During second meeting, coordinate fixture layout in each area F. Meet at least once with the mechanical installer prior to fabrication and Installation of duct work. Coordinate depth and location of all fixtures and duct work in all areas. G. ADJUST AND CLEAN: Clean lighting fixtures of dirt and debris upon completion of installation. H. Protect installed fixtures from damage during remainder of construction period. Repair all nicks and scratches to appearance of original finish. 3.02 FIELD QUALITY CONTROL: A. Upon completion of Installation of lighting fixtures, and after building circuitry has been energized, apply electrical energy to demonstrate capability and compliance with requirements. Where possible, correct malfunctioning units at site, then retest to demonstrate compliance; otherwise remove and replace with new units, and proceed with retesting. B. At the time of Substantial Completion, replace lamps in interior lighting fixtures which are observed to be noticeably dimmed after the Contractor's use and testing, as judged by Architect/Engineer. In addition, furnish stock or replacement lamps amounting to 15 percent (but not less than one lamp) of each type and size used. Deliver replacement stock as directed to Owner's storage space. C. GROUNDING: Provide equipment grounding connections for each lighting fixture. END OF SECTION 16500 FRANKUN QUEST 16500 -4 SECTION 16740 - TELEPHONE SYSTEM (RACEWAYS) PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. B. Division -16 Basic Materials and Methods sections apply to work specified In this section. 1.02 DESCRIPTION OF WORK: A. Extent of telephone system work is indicated by drawings and is hereby defined to include, but not be limited to raceway, outlets, device plates, backboards, cabinets, grounding and miscellaneous items required for complete raceway system. B. Refer to other Division -16 sections for requirements for raceways, trays, boxes and fittings, wiring devices (plates), and supporting devices, and other sections, as applicable. 1.03 QUAUTY ASSURANCE: A. Comply with applicable portions of NEC as to type products used and installation of components. Provide products and materials which have been UL- listed and labeled. PART 2 - PRODUCTS 2.01 GENERAL: A. Provide complete raceway system for telephone including but not limited to, raceway, outlets, device plates, and miscellaneous items as required. B. Provide 4" square box with appropriate plaster or tile ring. C. Provide telephone coverplates for wall outlets to match color and material of wiring device plates; for floor outlets, match color and material of floor power outlet covers. PART 3 - EXECUTION 3.01 INSTALLATION OF TELEPHONE RACEWAY SYSTEM: A. GENERAL: Install raceway system as indicated to comply with NEC and recognized industry practices. Run 3/4" conduit from each telephone outlet to new terminal backboard, tray, or terminal cabinet. Provide nylon pull cord in all installed raceway. END OF SECTION FRANKUN QUEST 16740 -1 SECTION 16745 - COMPUTER COMMUNICATION SYSTEMS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. B. Related Spec. sections include but are not limited to: 16001, 16110, 16120, 16135, 16136. 1.02 DESCRIPTION OF WORK A. Work in this section to include all materials and connections required to provide a complete working system ready for computer hook -up. B. Tenant will be responsible for computer installation only. 1.03 QUALITY ASSURANCE A. Coordinate all work with other trades whose work is affected or connects with the work of this section. B. SUBMITTAL: Not required. PART 2 - PRODUCTS 2.01 MATERIALS A. Wiring: Four pair twisted wire. Conductors to be bare copper, single foil shield, semirigid PVC insulated, grey PVC jacket, 24AWG stranded tinned copper drain wire, color code #4, level 4. Manufacturer: AT &T Communication Cable #1105 004A R1000 B. Outlets: Outlets to be standard RJ-45 connectors. All outlets and cover plates to be white. All jack and wiring to be AT &T 110 system. PART 3 - EXECUTION 3.01 INSTALLATION OF SYSTEM: A. Tenant will complete all connections from specified cables to RJ-45 jacks. Contractor to pull all cables. B. All outlet boxes to be recessed in wall and cover plates to be mounted flush with wall. C. Label ALL jacks with numbers coordinating from the drawings. D. Refer to general note #6 for additional information. FRANKLIN QUEST 16745-1 TIP Al - Floor Plea/ Reflected Ceiling Plan A2 .o. Elevations / Details A3 - Schedules / Details A4 ° Wall Sections / Details ° Mech. Plan/Legends/Schedules M2 ° Mech. Notes 1 Details PI ° Plumbing Plan /Legends /Schedules P2 Plumbing Notes 1 Details El ° Power PIan /Lighting Plan /Legend E2 Electrical Schedules 1 Details E3 Electrical Notes /Detail /Schedules THE ACCOMPANYING PROJECT MANUAL IS AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED AS A SOURCE OF REFERNECE FOR THESE LRAUJNNGB. IT i3 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DISTRIBUTE AND INFORM ALL OF THE SUBCONTRACTORS AND SUPPLIERS. IdexQfJDrawjflg DESIGN FOR THE ABOvE TITLED PROJECT 15 TO INCLUDE IN THESE DOCUMENTS TI-4E FOLLOWING: ARCHITECTURAL AND INTERIOR SPACE DESIGN, FINISH SPECIFICATIONS, FIXTURE PLAN AND DETAILS FOR RETAIL SPACE OF n6es SQUARE FEET. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY FEES AND PERMITS REQUIRED BY TI-4E GOVERNING MUNICIPALITY OR PROPERTY OWNER AS A FART OF THIS CONTRACT. GENERAL, ELECTRICAL AND MECI- IANICAL CONTRACTORS SHALL BE RESPONSIBLE TO PROVIDE ANY DIAGRAMS OR CALCULATIONS REQUIRED eY THE GOVERNING MUNICIPALITY OR PROPERTY OWNER AS A PART OF T1-115 CONTRACT AND AT NO ADDITIONAL COST TO FRANKLIN GUEST. CHRIS W. LAYTON, H.I.A. 1607 6oAP•x'`/ NCARB Number, 41,49a Project Architect Desi r_o___QLPiteria Other 10 975=1776 1..stter ca„, au,. aenela; ttsz - TC■e :n tce, ; ;.6t r n:.Q'bU• G • ex ce wet. / 092 Ivey Notes e 12 Bata// Non bar A6 astell op/vows, Detail r— r raster L ,. r]Concrste L �GerBmic TII s Gypsum Board 1Steel 202 Room Glees Number Type '0-MY 13L E;;l;i,!,i,!,li�'DI'DAcoustic ;' Tiles Er , it .1,.. ) laulation Rigid Insulation Plywood KIMPASX Framing Wood Framino Glass - 2?0, _ _Existing Contour _ _ — Finish 22.0' Contour Fence 4&a Property Line Plan Gh d trr t the , , •,, 1 tln� r`�1an i'�Ctf2Ci:1 ", 'cam •ttoerrotsa gl9bl its a 1� does riot ao plans adop Or 0 Ina adopted �n�e lrcva ' "* tractt74 copy ai Da it t'ZCr. ¶_ .- • SEPARATE PERMIT % SQUIRED FOR: ICAL ICAL RINSING 0 GM PIPING CITY, OF TUK WILA BUILDING DIVISION .�4 Dt tnA - REFER TO PLAN FOR THESE DESIGNATIONS: GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS DURING THE BID PERIOD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE. ARCHITECT OF ANY DISCi EPENCIES EFFECTING AN INCREASE TO BID AMOUNT AS DOCUMENTED WERE IN. %ALL EXISTING ELEMENTS NOT INCORPORATED INTO THE NEW DESIGN SMALL BE Do1OLI614ED AND SURFACES REPAIRED TO RECEIVE NEW FINI9I -IE3. AO- I( . -0•, Door Elevation Finish Number Markel; Spot Elev. &svation Lotto' Maio, Meabor on which on abich cohleW A2n a ore ddlelICII eppd:era Elevation Wall Section 14._Sisw AsceloniAontasr & lcc, rcftelon eppaera E'ulleng Section NOT USED ELECTRICAL RECEPTACLE LOCATIONS AND NEW SWITCHES TO BE ADDED AS B ►IOU,tJ. l COt k URE AS NEEDED TO ACCOMMODATE NEW LAYOUT. VERIFY LOCATION OF OTHER EQUIPMENT. ALL OUTL r, SWITCHES, COVER PLATES, ETC. TO BE WHITE VINYL. ALL OUTLETS AND SWITCHES TO BE MOUNTED FLUSH WITH WALL (INCLUDING RJ- 45.). CONDUITS TO RUN UNDER SLAB TO LOCATIONS SHOWN. (I) 1" CONDUIT (FOF'. DATA) 5/4" CONDUITS FOR POUTER EXTENDED FROM WALLS TO LOCATIONS SWOUN AND CONNECTED TO FLUSH MOUNIED J -BOXE' EXTEND TO ADJACENT WALL AND UP INTO CEILING SPACE AT EACH LOCATION. PROVIL7L: POWER TO $AL.E6 COUNTER LOCATIONS AND MALL ONCE WITH ONE DEDICATED CIRCUIT PER FOURPLEX OUTLET. PROVIDE 6' LENGTHS OF FLEX CONDUIT FROM THE FLUSH ti d TED I_iS2QR. CTION BC7X_5 AT 'ALES FIXTURE LOCATIONS TO ALLOW INSTALLATION WITHIN THE ELECTRICAL CHASE OF THE FIXTURES. ELECTRICAL CONTRACTOR TO PROVIDE AND PULL ALL DATA/COMMUNICATION CABLES AND OUTLETS IN FIXTURES (RJ -45, i2J -lI, ETC.) AS A PART OF TI-II5 CONTRACT AT NO ADDITIONAL CHAR4E TO FRANKLIN QUEST. COORDINATE WITH FRANKLIN QUEST FIXTURE INSTALLATION SCHEDULE. TENANT TO DC) FINAL CONNECTION OF RJ -45 OUTLETS. q)PATCHED AND REPAIRED AS REQUlALL EXISTING GYP. BD. DEMISING WALLS THAT ARE TO REMAIN APE TO lee RErD TO FACILITATE NEW CONSTRUCTION AND TO MEET ANY APPLICABLE CODES. G Notes 1111111111111111111111111111111111111 1111111 0 1e tH5 INCrt '� 7 f r: `.6 fit. ; t {� .1 c1 , ',:`.= r , { ._ ;: IIW11'lltj111' fli •111111111TIMIIIIIIIIII11 il Illlllip11111111 =11I 1 1111 I ;frl {ll jr 3 4 5 6 / $ NOTE: • if thn microfil.:ned document is less clear than this notice, it is due to the quality of the .pri.gina1 document., 00 6Z se 12 9Z SZ hZ ' CZ ZZ Ifz OZ 6L 8l LA 91 GL at Cl I zL 11 01, 6 9 II111111IIIIIi! itfllli1111111II11111 !II�IIIIII!IIIlllllliiii i L!f 1!IllldIltl( �11�11111liJil{1IIl!lI1. 111! 11TH! f1liIIIII11111111111�IIiII1ll11i !IIIIIII�I11 111iJ1Illi! 111111! IIi1II tIIIIII!! i1ll !1II!I11IIIiI!I1111111I1lI111111 'Joe i. t r i ; 1 1iy.Ij:1 111(11111111111111 Iiil;I1 ji1I1! 11111111 9 10 11 MADE NOERMMHY 12 G +7 C z L WW ! Ili1�!! IIII1111111I11111111II11111liI !IIII!11!III1111111111 - RETAIL CENTER TUKWILA WASHINGTON Southcenter Melt Suite 11E568 Landlord Jacobs Brothers Co. 26425 Center Ridge Road Cleveland, Ohio 44125 -4122 (218) 871 -4800 Senior Tenant Coordinators Christopher M. Noble Architect Smith • Layton • Anders Architects • Planners . Interior 376 West 200 South, Suite 250 Salt Lake City, Utah! 84101 (801) 322-5550 Project Architects Chris W. Layton RecEiv�o Project !Mllana�er�. ciTr Qr zutcwil� .,:.,lle�lark M. Edmunds v cEMTes PQkJnfOrmation t�. • ..,..... s�. K^ {w'l•,K+'S�fi.+dk,.t.' ^rn- a 61_611 CLEAR TYP, 1,;a5230.H TYP, --- SHADING DENOTES I HOUR FIRE CORRIDOR (TYP.) 1 AC. TILE - 1HOUR 129' -m" 1- i ''-� u t ..r�r..L�• Yi er}k t:,i>rrs ti,.lr ivt'„. ;�+ a.. ....t�. c•6 �.. .. X3.1 uav� 44' s i(o5O?.t 121-1 3/4" 00951 AA �-- TYP, ' 2--0tf 1 ri:_l!._-_._.___._____ -- - -- ft 12' -I 3 /4" 12' -0" 12" 8 ---( 09250.0 1 rst 1 �} 4 t. w1. Se+ .p{ �y �Sr'C Z � %f sl�'1llf�1M . ':•r. .+.(..JY ,i h`iti,S :n:!i/7l�:..1 Ir .,,f..V+�4.?.► I^•aain a a.. TYP. I +ateeelar.: •e..4. rOrrsaati ed�.tt !•�n Ki•.aeit�!ver -7Z+ 4:i.e: tii. wv.'t:ea a ;.1-,: f rfi, i >ttp,. .,t ,,. jz -L r. a J 3.`_%: u+.: .,v. r r�'X'*ai_._"3lea- i!•ay�yw�•rm . .. sR.iv..,,;Y7.�.ri +ti..:z� 3t .. i:y rr ��,t,. aw�i•9�-:�,_ `�?'S:� %�t �'' ift.',.sw�.�sc- r{ v.i w-.. +4'}' /1 I , . " �iq [l!�}- TIt42a�.2�llt_'L:.RKhR(. tR.MGl1lIy1' ?!!►1CfJ►!- ,s1�!'iCi�.��l�, h > �y, '} V �. . 71 p•; >i� ;�._.• -GYP. MD. SOFFIT VB9O0A 09510.A GYP. 8C . 5O1FIT 10'8' -611 GYP. 8D. SOFFIT I 112 - 0 II '342 A 151942.e (16500.C) TYP. (16500.E )-\ TYP. Og250.0 09900A TYP, 16500,E 09300.0 TYP. 16500.E r09250.0 TYP.1[-ck <.:'� , ai,•%2 • A+4174fit4^+.i Lt - t.� - k_,a;. -. .. q... - _. - Y�f.+:.':'t rt• .«c i.t.rr. -t L_�c...vs.cac�i 'r\.ca• � #,N. .� �'t�+ �ii�l�"t� �4'ryrYP+..•wu�ya,i K:.tii.�Gar�r iw.s. ,. s.»,rjd *, wI ! t. +e•?{v , J�"•a,?rr:.: '�, �- _ ' �. J/. �CLMi.^!1 f4 f <:.! 5'1!) 1- a•..M � tiWltf 4 f _Y � 1.h •\4M1Y.) �fl.W+.• . -).;� �`�l'9.?4eu'!!41L• /' f ; 3!eL 1_ mat ♦,.:. \. t J.u. ../wv1,:Jf.A'�Wfyiu TKQU ./k 74ie S R: L 1 1 - � _ - •. � , _ ,. ' :yogtsl,sr, .tewt -ti Keve:�.mle fru >' a' '.Tiii !`A,.aeftivnet.X•. Yia • sm{Yt .}i.orrs,t a�s•:,. o- • •4 u tv f !MIN 1 • 1230O.D 16500.DD 5' -11/2" NORT4 -I GYP. BD. e;OFFI 109' -6" Reflected Ceiling P as n SCALE:14" _ -- -SHADING DENOTES 1 HOUR FIRE CORRIDOR (TYP.) I0' -(III PAIi�T TO MATCH EXISTTNG i SEE SPECIFICATIONS - Q !l i RULES AND REGUALTIONS I ®9250.0 09900.5 TYP. N v L b. A' .. �,�./ �,� ..a�p ®a tl !..t.uwr'+°.!`MIN'ar�aa>a:3t�ye 7jshsti Y...0 of �'a'ii +xwa •,}�• ry ti ' tr �.v..k'j rcyc 7 [ r• r st=J., svrhifc't _,r�.,ss'c�• -Ott.. Y, .c tiR a?Kr % 1 4- �y,ryat,rt k 4-1'--; -'I. � 7+ hK�,- u? raa7^ e; aL.,.:+e^ 3J..k. �gFxrrVLWltaK�t�j,.e *RkC.•.;ey u 4+'' i650 J.J 12' -I0 3/4" jI -Ili Q, -L• II _- U J is +.far A•.:e}ar�kkrV' 'r <. fi, Churywiw'vs� 1i.x yf,t uw.�<'i`'yy � -a' � .cL',,ati - Y t.'r:+. ^.;t ?i • -i r ��x.Lt .utt F_rf c.w. ✓ ,1.. ♦t:Hilt a .,.� ..tf �''( a. 7-R FS::'.GN •Gr. L`2�r p,�v. i �•' •.H:+� a .law t , t.:.v � ,. 02000 TYP. I 161 -10" GYP. BD. SOFFIT 109' -6" 12' -10 3/4" 8' -5" -61V-01.21-0" t I TYP. °Zf*f4 Ay <.i :f.4 rfCY:... A s�u.+:!t 'cawt�..lawW�.cr KK • UF+YrrY-t rrr , �� a ?astr >r.. t,. `2 /:: •rRr1�..ri ; cr.•cd�.t "'°`nw,� .� 'bk YS• �' c.. rx`+iE'i+5a,siKru?ta,ra'�n -Kt+: "f?r ,�,a�n,;rl. ZtA!2'�1t2!Ti!•}Y��,► f '� { �.'. it { tti ;ti VR�•.t ".- .m{stlfnlai•!.�p!,{.a9Yt �.. .4 15;!1F'• -s _+ .s I1.. _ (5,2oevp REQ'DC 03300 14tit3,� • 4 "'itS '°1 "'tryL. -,? <' t frK-r a•Vdf iiT: S.- 'ti:.a4 1W!•44-4e �.k. • 1t'3./nisty.' - •- - =,.v, sc .+ . }, t_ stets ;+Rderr.�r�••,R'�'. TYP. 1600.H- YP. 16500F "PYP. O1%250.Ci TYP, GYP. BD. SOFFIT !12' -0>" GYP. BD. SOFFIT IP8' -6" - �2'00A1 �_ J TYP. 09250.A LEASE -0,3250-A 09900.A TYP,... 1 P>968OAD TYP. 09300.B TYP. O' 3210.0 TYP. -6" .rum -EXISTING TERRAZZO TILE TO REMAIN. 093:00J tv6400.Q TYP. 06400.0) TYP. 123230k3 �--- TYP. 9680.A TYP. Storage L I E32000.D) 12610A_, 0•9250 TYP. Is4�0 I I ! 61-6" CLEAR !0$00 A a -K .4 r^ •ktc T :t t v. c+ rA r y - :ra;,.yir• • ^t. •;*ftr_ .�, i 1 03300 TYP, tca.«,:.;,�.F _'r`r it.+?y as •'�s?a • - ;5 V',.+. ? K�`� srJJ• 6: ,i{ TYP. 131 -03" 'lI -8 1/2" 2!' -3 1/2 "t NORTH Floor / Fixture Plan SCALE: " 11- 0" Iiit4 f ,�7r ';Yr:, ( ti ,.r < i .>!; , .7�.•" .e .ty- w !` . 1 . .. - . ?..71.... , �� h + �ti� i�,.J i f. e, 17;"..*' ; : lliiilililiiilililii! llillliliiiliiiiijil ipluillli'i' 1 �jil llihli 1itifil illitl III1 i�Il Ii(Ii►IIII�i!iI ti ;Ir 111 yil iIIIIIIIIIIIIIIIIIIIIIIIIIII111111lli1il11 , 0 O 1HS INCH 1 2 x : , ti• e 3 4 7 6 5 9 ; 5 6 7 8 7 { 10 11 NdGF.IN fiFPlipNY 12 NOTE: If the microfilmed document is less clear than this i notice, it is due to the quality of the fmiginal document. 121 - 103/4 " 1/2" (61 -10" T? P. 14' -10 3/4" OE 6Z ee LZ 9Z GZ 47E £Z ZZ LZ 0? 6L 8L LA 91 Sl +iL £L ZI LL . 6 8 9 +7 € w � i l f L� l II Ii 6 ll� lll6I I4l 1l l il! ! IId!6 l ijl I l )I64 I lil1 li l6 i nB ' ill lll l l 11 h 11 i o I • TYP. MATERIAL KEYING 02000 DEMOLITION .A EXISTING TO EE REMOVED .D TRENCH AND / OR CORE DRILL EXISTING FLOOR REGI'D TO ACCOMMODATE ALL NEW ELECTRICAL ANC) DATA CONDUITS. 03300 CAST IN 'PLACE CONCRETE 6: WOOD : Fl A9 tt 06400 ARCHITECTURAL. WOODWORK .0 PLASTIC LAMINATE ON 3/4" I-I.D. PART BD - FZEFER TO SPECIFICATION FOR BRAND t COLOR. .Q PARTICLE 130ARr SI- IELYING - SEE DETAIL 9/43 8: DOORS 4 WINDOWS 08400 ALUMINUM STOREFRONT .E3 SLIDING GLASS /ALUM. DOORS '8800 GLAZING A '/4" CLEAR ONE WAY MIRROR .B ' /z" TEMPERED CLEAR GLASS 9: FINISHES 09250 GYPSUM WALL BOAR A GYP. BD. ON FRAMING c SUSPENDED GYP. BD. CEILING 092e, GYPSUM FABRICATIONS 0932X0 TILE 13 12 "x12" "FQ -100- 15LACK" GRANITE TILE C 12''x1211 "FQ- 200- W1-11TE" MARBLE TILE D 2 "x2" 'DAL -TILE' V0K -103 "MOT. BLUE" .G 4 "x36 "x3/4" THICK W1 -4ITE MARBLE THRESHOLD W/ LONG BEVEL 09510 ACOUSTICAL CEILINGS A 2'x2' ACOUSTICAL CEILING .B 2'x2' ACOUSTICAL CEILING (1 HOUR) 09680 CARPET .A CARPET TYPE 'A" .B CARPET TYPE "S" �e� PAINTING A PAINT COLOR "'BENJAMIN MOORE" "OW -18 (WHITE) .B PAINT COLOR "BENJAMIN MOORE" 61480 (GREY) 10: SPECIALTIES 10800 TOILET ROOM ACCESSORIES A 11/2". STAINLESS STEEL GRAB BARS 12- FURNI�I►�,� 12300 PRE- MANUFACTURED CASEU.WOR2K A BREAKROOM CABINET - SEE ELEVATION .F SALES FIXTURES - PROVIDED AND INSTALLED BY TENANT D UPPER CABINETS AS SHOWN 12610 OPEN OFFICE SYSTEM F=URNITURE A WORK DESK 4 CABINETS - SUPPLIED BY TENANT, INSTALLED BY G.C. 15: MECI- IAN ;CAL 15450, PLUMBING FIXTURES .A WATER CLOSET (I•IC) B LAVATORY 15942 REGISTERS, DIFFUSERS AND GRILLES A SUPPLY AIR GRILLE .8 RETURN AIR GRILLE • I��L��TRIGA� 16130 AUDIO / VIDEO EQUIPMENT A STEREO SYSTEM - PROviDED BY TENANT, INSTALLED BY GENERAL CONTRACTOR. .B 6PEAKER CONNECTED TO STEREO SYSTEM - PROVIDED BY TENANT INSTALLED BY G.C. 16500 INTERIOR LIGHTING A 2'x2' 36 CELL PARABOLIC FLUORESCENT LIGHT F=IXTURE ! .B 2'x2' FLUORESCENT LIGHT FIXTURE c ADJUSTABLE RECESSED CAN LIGHT .D 150 WATT INCANDESCENT LIGHT iT i'` l IVh .E DOu LIGHT „15.,{ :;{ •,''`\ c U F EYEBALL LIGHT t c{ c �i %.- .G CWANDELLIER ' ? .N EXIT LIGHT A \V .1 11x4' SURFACE MOUNTED FLUORESCENT `t LIGI -IT FIXTURE (. r• `- hi WALL SCONCE Franklin Ques' Southcenter Mali Tukwila, Washington • RECEIVED CITY OF TUKWILA U I t- 13 Chz>44eTAD 06400.R TYP 09250A o9szois (16500,) 09250A 0S900f3 TYr. 06 400 L 044e)A 09t00.A)TYFa" r-064001-.7\-- TYP, 092,50A 09900.B 09900D TYP. cowoors (09250A 0'3900.5 06 400 09S00-.2)TYP TYP _064001.) 0Z90006400F ) -sTYP. 44-7• 111 TYP. TYP ���.c 99 TYP Interior Wall Elevation SCALE, " l'-0" 09250A 099005 TYP. ( 09950 TYP. 043250A 06400A ( 10440.C)- 09'300.5 TYP, TYP. 09900 A 06400.R TY P. CgISS5-i-)TYP Interior Wall Elevation A SCALE: ( 06400:4) 09900 A ) TYP. .■■■•■••■11.1.1•M.M.VO41. E06400.L it/b‘'.300A 10440A) \ TYP (055o0A)--- 1044015 TYP_ 09250.A A4 TYP. TYP. 06400Q TYP. 0'3W0A 06400F 06400.R - 09900D TYP 08.500,E1 09300.5 TYP. 06400.F) 09'300A ■ MATERIAL KEYING 05500 METAL FABRICATIONS A CONT. kex3/.4" BLACK ANODIZED ALUMINUM CHANNEL P4AeITICI 06010 ROUGH FRAMING A BLOCKING AS REGVD .0 Ix WOOD FRAMING AS REQ'D 06400 AC1-41TECTURAL 1.110001.1)ORK A wmar>woor> TRIM TYPE "A" ,C HARDWOOD TRIM TYPE "C" 1-IARDWOOD TRIM TYPE T. " F HARDWOOD TRIM TYPE T" 3-4ARDU)00D TRIM TYPE "14" K HARDWOOD TRIM TYPE "K" !. ix 4-4ARDLIX)01, TRIM CUT AS REQ'D 11 '4" MDF PLYWOOD .R !'.;.LOTWALL _200S 4 UJINPOWS 06800 GLAZING A 1/4" CLEAR ONE WAY MIRROR • lz.)" TEMPERED CLEAR GLASS 0S250 GYPSUM WALL faaisx2r, A GYP. 5D. ON FRAMING 0S300. TILE A 4"x4" "FQ-100-BLACK" GRANITE TILE INSERT 12"x12" "FO-100-ESLACK" GRANITE TILE 12"x12" "FQ-200-10-11TE" MARZLE TILE Ot WO PAINTING A PAINT COLOR "eENJAMiN MOORE" cvw-le, (WHITE) .5 PANT COLOR "ESENJAMIN MOORE" 1480 (E-r) G PAINT COLOR "5ENjAMIN MOO" •1255 (RED) D PAINT COLOR "BENJAMIN MOORE" 11-1C-145 (BLUE) 09950 WALL COVERING 1 TYP. A2 TYP. 0��A TYP 106400.M) osoo.c) 06400.M 06400 .14 06 400 .F2 (25-WOD 09$00.C, TYp. TYP. enS00 A TYP. TYP. (znamec) TYP. Interior Wall Elevation H 3 11..011 Interior Wall Elevation SCALE: Storefront Elevation SCALE: 1/4" z 11-0" 1: $PEC4LTIE 10440 SIGNAGE / GRAPHICS A SIGNAGE, PROVIDED SY TENANT, INSTALLED 5Y G.C. .B SIGNAGE, PROVIDED AND INSTALLED I5Y OTHERS - G. C. TO PROVIDE ADEQUATE POUR .0 ARTWORK. - SUPPLIED AND INSTALLED BE TENANT. 16: ELECTRICAL 16500 INTERIOR LIGHTING WALL SCONCE BENCH - WHERE OCCURS S7 - - TYPICAL INSET 150TH SIDES - WHERE'. OCCURS - SEE ELEVATIONS. (06,0o. 06400.K 09900AD NOTE: 4tt VARIES - REFER TO PLANS 441° SEE ELEVATIONS FOR MOLDINGS AT SASE AND AT SIDES OF COLUMN. Column Section SCALE: 11/2" a -0" 06 400 0Sca00 A 064'2)0.0 0S900.A .■•■■••••.•••...e.e ci2:2±Lit00.11 (\ OCA00.A '06400.M ��A 1/2" 4 1 i 06 010 0:)6400P.70: Coc;i0o.c 06 400.1. 09900A , 06400.K. ( eS 0 0 A 0640(2).M OSS00 A Entric_olumn Detail SiCALE: 11/0" Crown Mold Detail @ Column SCALE: 3"=1'-0" 4" I/2", 4ft --d'e VARIES - REFER TO FLOOR PLAN C4 Tile Detail o Column 1..•••■•■•■•■■■•••••-■•••• (06o10.0 06 400 .1- Ois.<300 .A Ys' cV03 0\ 6 Franklin Quest Southcenter Mali - -ITE5:68 Tukwila, Washington LINE OF--\ \ 15ENCH ss. 5ELOW t,>06400K (09900A t>400.M3 (06400.0 046900A 611 1.-0" 4,1t 5 1/2" 410. (T6400.C") (09e00A 10440 A 09900.4 (09900.8) BACKGROUND FRAM: 0-2,6010.c) orriltec ( 06010.4 Z&) 0640011 `500.E3 (.osee0A) REVISED: ( 064000-- .(09900A) 11-6 /8"f Column Detail SCAL 11/7 " P-0" n 1,...11•NI.Im RECEIVED CITY OF TUKWILA Slotwall apsjffilin Panel Detail 0.a'ALE. 30.11-0" Intermediate Trim Detail o Column -iA3ase Detail o Column A2 JGCALEt PERMIT CENTER - 11111111111111111111111 0 16 T/13 INCH 1 . , . v n la ....., •,• %A i . ' .'1.. 1'. . (f '''''..:*.!-- , '/...'f' '4-7' ''' ".'4'. .V:" , 4.'',.,. . ••• . -,.?.„1.,;• ''',. €74 ei_. 1'7, ,.. • • Ir'. 4 '1'; ,l '..V '13,;*:: I I I I I 1 I I I I I I II I 1 I I I I I I 1 I I I I I i I inl I P'' 1111111111• 11111111111111 I 11111111111 11111111111111 if•[11111 I i 2 3 4 5 6 7 _ 8 NOTE: If the microfdied doculient is less clear than this notice, it is due to the quality of the original document. 1 , OC 6Z EIG L. 9,Z SZ 17Z ' eZ ze 1.e (.-) 6t el a 91 St 47t el ZI. ll, 01, 6 *81•01.4 OW Md.. r 4'61 • • ' ';•,t /11111111111111111 11111111111111111111111111111 9 10 11 MADE IN GERMANY 12 1 C I '1'4 0 111i11111111111111i1101411111M111111111111iii111116111111Ilittli111111111i11111111111.111.1.111111111i1111,1111111111111111,01.111Uh11111111111111111111111111111111i111.1111111b111111111111111■111111111111111),11i11.111,1111q1 011110 11i111111111i11111111i111111111111111111111i1111111111n1 -,... i 1 I !Ir 1 k- ----*- ci2:2±Lit00.11 (\ OCA00.A '06400.M ��A 1/2" 4 1 i 06 010 0:)6400P.70: Coc;i0o.c 06 400.1. 09900A , 06400.K. ( eS 0 0 A 0640(2).M OSS00 A Entric_olumn Detail SiCALE: 11/0" Crown Mold Detail @ Column SCALE: 3"=1'-0" 4" I/2", 4ft --d'e VARIES - REFER TO FLOOR PLAN C4 Tile Detail o Column 1..•••■•■•■•■■■•••••-■•••• (06o10.0 06 400 .1- Ois.<300 .A Ys' cV03 0\ 6 Franklin Quest Southcenter Mali - -ITE5:68 Tukwila, Washington LINE OF--\ \ 15ENCH ss. 5ELOW t,>06400K (09900A t>400.M3 (06400.0 046900A 611 1.-0" 4,1t 5 1/2" 410. (T6400.C") (09e00A 10440 A 09900.4 (09900.8) BACKGROUND FRAM: 0-2,6010.c) orriltec ( 06010.4 Z&) 0640011 `500.E3 (.osee0A) REVISED: ( 064000-- .(09900A) 11-6 /8"f Column Detail SCAL 11/7 " P-0" n 1,...11•NI.Im RECEIVED CITY OF TUKWILA Slotwall apsjffilin Panel Detail 0.a'ALE. 30.11-0" Intermediate Trim Detail o Column -iA3ase Detail o Column A2 JGCALEt PERMIT CENTER - 11111111111111111111111 0 16 T/13 INCH 1 . , . v n la ....., •,• %A i . ' .'1.. 1'. . (f '''''..:*.!-- , '/...'f' '4-7' ''' ".'4'. .V:" , 4.'',.,. . ••• . -,.?.„1.,;• ''',. €74 ei_. 1'7, ,.. • • Ir'. 4 '1'; ,l '..V '13,;*:: I I I I I 1 I I I I I I II I 1 I I I I I I 1 I I I I I i I inl I P'' 1111111111• 11111111111111 I 11111111111 11111111111111 if•[11111 I i 2 3 4 5 6 7 _ 8 NOTE: If the microfdied doculient is less clear than this notice, it is due to the quality of the original document. 1 , OC 6Z EIG L. 9,Z SZ 17Z ' eZ ze 1.e (.-) 6t el a 91 St 47t el ZI. ll, 01, 6 *81•01.4 OW Md.. r 4'61 • • ' ';•,t /11111111111111111 11111111111111111111111111111 9 10 11 MADE IN GERMANY 12 1 C I '1'4 0 111i11111111111111i1101411111M111111111111iii111116111111Ilittli111111111i11111111111.111.1.111111111i1111,1111111111111111,01.111Uh11111111111111111111111111111111i111.1111111b111111111111111■111111111111111),11i11.111,1111q1 011110 11i111111111i11111111i111111111111111111111i1111111111n1 ....., r ......_...,..��..�.._._.- ---- -- _._,..,...mom �_ Hardwood Molding Profile Schedule } oom Room Name • outr a OT Base r' Ceiiing • H&°i. Y Remarks Wead f Type 'H' 1/2"x.%" l] l ��j� 4I to l w u r� ui N w u 6 V' ui U y . Mat'. � �� �� w Z �; u1 tJ NOT aam E 41 ; a atJ�� I. Z • J' 3,4,Ix3l Type 'K' 3„4..x5„ a �� u m „� F- s a w f- hl - G $t , r l . o' ilk 9 `� M 0 31 w .. oa Iii Id , of W A. `U Q 6/A4 101 102 103 104 SALES AREA OFFICE OFFICE CORRIDOR • ype 'c • 5,8"x21/4 ype 'V 34"x102 Type °F' Nod., 2/A3 • I in III ••1M� • �� 8 •alm ■ @ .a• ii RICIIIM , - • 6 III ■O� ,� • ark S. - ®• ,.... 11' -0" 91 -0" 9' -0" 9' -0" SEE INTEF'•IOR WALL ELEVATIONS .3,411 Type 'B• 3''x3,4" Type •Oa 341 ,1x3,4 II Type •D• 3,4 1. Type °A° %IIx5.I 1 • 09250.4 09950 ......_ .............._ . Room Finish Schedule } oom Room Name • outr a Floor Base Walls Ceiiing • H&°i. Y Remarks Wead • ` 1 the l] l ��j� 4I to l w u r� ui N w u 6 V' ui U y . Mat'. � �� �� w Z �; u1 tJ 0 a� ' .q 0 ,) , m >- 0 w (L aam E 41 ; a atJ�� I. Z J, f 1 u. £ " i1 � UV i f ]~ o -3 o i' a �� u m „� F- s a w f- hl - G $t , r l . o' ilk 9 `� M 0 31 w .. oa Iii Id , of W A. `U Q 6/A4 101 102 103 104 SALES AREA OFFICE OFFICE CORRIDOR 1244 109e► 269+ 30e* 2E0* 501 a r ': � � 2/A3 • I in III ••1M� • �� 8 •alm ■ @ .a• ii RICIIIM , - • 6 III ■O� ,� • ark S. - ®• ,.... 11' -0" 91 -0" 9' -0" 9' -0" SEE INTEF'•IOR WALL ELEVATIONS PAINT COLOR 09900A PAINT COLOR 0.3900.A I05 STORAGE e/' -0" PAINT COLOR 09500A 106 i0-I TOILET ROOM 8' -0" PAINT' COLOR 0�J900A A Door Schedule Door Mark Door Size ard ware Details Frame Door Threshold Fire Rated Remarks Wead Jamb _._ the Type' inish Type inis . Mat'. Detail (2) 31- 93 /4 "txi0' -0 "t A 5/A4 G esRAS8 6/A4 08400.5 088,90.F3 _2 31- 0 "x6' -E "x134" Es 2/A3 2/A3 E3 PAINT A PAINT +0 MIN m8200A 09900.5 3 31- 0 "x6'- 8 "ac1E4" 8 2/.43 2/A3 B PAINT A PAINT t0 MIN 0$200A 09900.8 4 3'- 0 "x61- 8"x1314" 31- 0 "x6' -8 "x13/4" B B 2/A3 2/A3 2/A3 2/A3 5 8 PAINT A PAINT MAR5L r0 MIN 08200A 09900.3 PAINT A PAINT '0 MIN 08200. 09900.3 - 3' -0 "x6'43"x134" B 2/A3 2/A2 5 PAINT A PAINT r0 MIN 1 HR. 0$200A 09902.15 1 31- 0 "x1'- 0''x13/4" 2/A3 2/A3 B PAINT 3 PAINT 08100A 0990015 NEW HARDWOOD DOOR Door 'hypes NEW HOLLOW METAL DOOR NEW FRAMELESS SLIDING GLASS DOOR Type •A' Type •B• Type •C• -NM 4.7.111•0■1.111a1MIIIIIRM.1.1.0 Frame Types NEW 1- IARDI;.bOD FRAME NEW HOLLOW METAL FRAME 09250A 09250.-) - .._ 1 "x2 "xCONT BLACK ANODIZED ALUM \ CHANNEL FOR GLAZING to HEAD 09900A 06 40t0.IS� 06400.. I?)8200.0 l 09.900A Office (0a100.B ) 3 ANCHORS PER JAMB E064001? 09'300A Sales - - - • .. MATERIAL KEYING 06,010 ROUGH FRAMING A BLOCKING AS REQ'D .B 2x WOO FRAMING AS RL'Q'D c Ix WOOD FRA,"1W4 A3 REE4.7L? 06400 ARCHITECTURAL WOODWORK A 1- IARDttiOOD TRIM TYPE "A" F 1-1A1'WOOD TRIM TYPE "F" H HARDWOOD TRIM TYPE "H" .L Ix HARDU OOD TKIM CUT AS REG''17 11 34" MDF PLYWOOD N MELAMINE (WHITE) ON 3/4'' PE). PART. BD. .O PLASTIC LAMINATE ON 34" H.D. PART BD • REFER TO SPECIFICATION FOR GRAND 4 COLOR .P 21/4" POPLAR CASING .R SLOTWALL 1 Wit PSJA1 08100 STEEL DOORS AND FRAMES .A HOLLOW METAL DOOR .8 1'?OLLOW METAL FRAME 082000 WOOD DOORS A SOLULE CORE UZOD DOOR .0 HARDWOOD FRAME AND STOP AS SNOU.tJ 08400 ALUMINUM STOREFRONT .5 SLIDING GLASS /ALUM. DOORS 08E00 GLAZING A 14" CLEAR ONE WAY MIRROR .8 1/2" TEMPERED CLEAR GLASS FINISIAg$ 09250 GYPSUM WALL BOARD A GYP. BD. ON FRAMING 153 W.R. GYP. 13D. ON FRAMING 09300 TILE B 12 "xi2" "F0- 100 -$LAC K" GRANITE TILE .D 2 "x2" 'DAL -TILE` "DK -103 "MOT. BLUE" .E 6 "xE, "'DAL- TILE''yC -16F, "TENDER GREY" .F 6 "xW 'DAL -TILE' 4D -100 "DAL- U4 -4JTE" 09650 RESILIENT f LOOKING .B TOP SET I3ASE 09900 PAINTING A P'.:`it COLOR "BENJAMIN MOORE" 'OW -18 (WWITE) . PINT COLOR "5ENJAMIN MOORE" °1480 (GREY) .G PAINT COLOR "BENJAMIN MOORE" •1259 (RED) D PAINT COLOR "BENJAMIN MOORE" "1-IC -145 (BLUE) 09950 WALL COVERING 0 :_ CIALTIE, 10800 TOILET ROOM ACCESSORIES .A 11/2"m STAINLESS STEEL GRAB BARS i»3 SOAP DISPENSER/TOWEL DISPENSER/MIRROR G RECESSED TOILET PAPER DISPENSER 12300 PRE - MANUFACTURED CASEWORK D UPPER CATINET4 AS SHOWN 12505 MINI- BLINDS 15: MECHANI�L 15450 PLUMBING FIXTURES .A WATER CLOSET (HC) 06400.:) 09900A) St. 'is 09250.A) (0s800.e) {`06400.) E'') ( 09250A -- -_--�- �'. 09950 (F26012)� 900.8 CONT. SEALANT BEAD TYPICAL 1 "x1 "xCONT. BLACK ANODIZED ALUM. CHANNEL. - HOLD GLAZING AS CLOSE AS POSSIBLE TO COLUMN SHAT -T. ISUTT TRIM TO GLAZING. (TYP.) - -- CONT. J -MOLD (TYP.) 09250A 0995(0 Window Head /Sill Detail Glazing Sill Storefront SCALE: 3 "2I' -0" Jamb o Storefront SCALE: 3I'-0° Head 0 Storefront SCALE: 3" II 1' -0" - 009250.A) LLNOSE i TOP - 0930r0FD 10800A 09350.13 09900.D 0'3900,4 10800.5 21640 ®.O 2' -0" . -- • 11/2" 4) WOOD BOWEL COAT ROD -(06400: LANDLORD NEUTRAL PIER OR BULKHEAD 15450..) 09900A CONT. 3• "x3 /4" BLACK ANODIZED ALUMINUM CHANNEL BETWEEN NEW TENANT CONSTUCTION AND EXISTING LANDLORD CONST, 06 400.3.4) 09900 - '. '$ NE INSULATE DRAIN 4 HOT W4TEP PIPES (09300.)-- - --- (06 .400.0 gleyation oBr C0`3300:6) 4' -0" 1.�4�J,�w'�i TENANT'S NEW CONSTUCTIQN STOREFRONT (TYP.) 6,601+0.0 04,40011) 09900.CD I0800A) C154S0.A 0S300!) BULNOSE a TOP � . -0-0800.C) 093O0E) 06400.A m --- �0930P1.D1 Reveal Detail SCALE: HALF SIZE Bench Detail SCALE::: 3" a 1' -0" NOTE: . COVED ® SASE TYPICAL OPPOSITE ELEVATION SIMILAR i~iQWai'ri •A' SIMILAR �r_�► Toilet Room Elevations NOTE: SCREW BACK -TO- ,:SACK AND ADJACENT SHELF CASES TOGETHER. SCALE: NONE Shelvin A3 SCALE: NONE Detail ce6 4080 10 . Break Room Cabinet Elevation SCALE: 34 'I' -0" ir 11 1111111 t!III1I1IIIIIII1IIII ����III111J1!IIIII�IItJt J.�. 0 to HS INCH 1 2 3 r ..p i1itiLII CItl IIIptI I(JI, IIIIIfl +tIIII. 4 5 6 7 t3 FO'TE: If tike microfilmed document is .less clear than this notice, it is due to the quality of the original document. oc 6Z 8d /.Z 9Z g` 9Z £Z ZZ l2 OZ 61 81 Ll 91 GI hl £1 Z1 It Q 6 hildmillndmiloiiii61linill4111i ±iii,i;il16d ikhu6bilm! ��ill�iill�Iil�iiiiliinliil�6JuldmilmOli�� %i�I�IIiIIIi��I)I!iI 111.1ii4.1111.111 !illlMiuliinlli��liili 0 • I • IT ' III ,'-` 1111IIIIIIII11f11 1I'l1I1 1IIIII'l'IIIII'I 9 10 11 MI.+DEIHGERMAVY 12 '4" � ►iii�ill►l i��►mnIi niliii� � n idnIhd L. 9 £ I r as •7ls?fs�tsxr!<r�e5 ?:�r?r:xci3lMrri.; %•■■•••■•••••■•■•■■•••■•• CONNECT AND BRACE STUDS TO STRUCTURE AO CONNECT AND BRACE STUDS TO STRUCTURE ABOVE LANDLORD'S SOFFIT ABOVE - - Ilable,••••41/ .146.1••■••••■■•■••■••■••■ K y 09250A 0'3%00.5 EXISTING ZINC TRANSITION EXISTING HALLWAY TILE NEW (CONT. ZINC TRANSIST1CN STRIP L:21 ••■••••••■■■■■•■•■■••••■••••••=111MMINIMMIOn.y. . -1 ft- L:3 0S250.0 094a00 A LIIIIIIPLLawersAnamos••• 0$250A EXISTING ONCRETE SLAB 0c3900.E5) VARIES - SEE RC PLAN ,• Soffit Detail o Wall SCALE: Itr" SUSPEND VAUL T FROM -7 STRUCTURE ABOVE AS PER MANUF. SPECS. / NNNN 0.3250.0 (sT9900.A FEATHER FLOORING STONE / - FINISH CARPET FLUSH WITH TILE VARIES - SEE R..0 PLAN (2�C 0c2,03(?)0 A Intermediate Soffit Detail SCALE.: 11/2 " Floor Transition Detail SCALE: 3' (0-6500A) 2'/4 "xl1/2"xC.:ONT. ALUM. CHANNEL FOR DOOR HEAD - BLACK ANODIZED L r 0S250.0 VVB00A ) ; 2 1/4" - - NEUTRAL PIER BY LANDLORD A2 SIM. CiS300.e) 9 CeiIingetait o Vault SCALE: 3" Head Detail o 4lidirlass Door A4 SCALE: 3" 801 Detail o SKinis Door SCALE: 3" Cross Section o Storefront SCALE: /4" • l'-0" G58800.8 I/2.4410x. NOTCH TRIM AS REQ'D TO RECEIVE GLAZING 3%"x20 GA. METAL. sTuos BRACING TO STRUCTURE ABOVE 0 24" O.C. - STAGGER BRACING DIRECTION (TYP 0 ALL NEUJ WALLS). (�0A CONNECT AND ESRACE STUDS TO TRUC, ABOVE (TY ICAL) (4i)5S00A -. CONNECT AND BRACE STUDS TO TRUC. ABOVE (TYPICAL) I (o6400.6) 0*400P 09St00A BELOUJ Ci4300.E3 06400F 0B900 A Plan View 06400;1) OSS00...129 Gjgglim Detial SideIkiht SCALE: 3" 1"x1"xCONT. BLACK ANODIZED ALUM. CI-MNNEL 06400 06400k OSS00 - - - 1"xl"xCONT. BLACK ANODIZED ALUM. CI-IANNEL BELOW. Elevation os5lop 50A) N pp- a/e,"45x21/2" LONG SELF- ANCI-IORING BOLT 6 24" O.C. (Tyr. e ALL NEW WALLS) 450 • 0 0(3250.A (0'3900A • MATERIAL KEYING 05500 METAL FABRICATIONS A CONT. 1/4"x5/4" ANODIZED BLACK ALUMINUM CI4ANNEIL ...mow N... PLASTIce , 06400 ARCHITECTURAL WOODWORK A HARDWOOD TRIM TYPE "A" .F HARDWOOD TRIM TYPE "F" HARDWOOD TRIM TYPE "W WARDWOOD TRIM TYPE "K" HARDWOOD TRIM CUT AS REQ'! 11 34" MDF PLYWOOD .0 PLASTIC LAMINATE ON 341" W.D. PART E3D - REFER TO SPECIFICATION FOR BRAND 4 COLOR. •R SLOTWALL DQ_arcl._,4_LIJIM2.421 0E3400 ALUMINUM STOREFRONT .B SLIDING GLASS/ALUM. DOORS oaeloo GLAZING .5 1/2" TEMPERED CLEAR GLaes •: FINISHES 0"520 GYPSUM WALL BOARD .A GYP. BD. ON FRAMING W.R. GYP. 5E). ON FRAMING .0 SUSPENDED GYP. 5D, CEILING 09290 GYPSUM FABRICATIONS 0(3300 TILE 12"x12" "FQ-100-5LACK" GRANITE TILE 12"x12" "F-2�-WHITE " MARBLE TILE or-351e, ACOUSTICAL CEILING A 21x2' ACOUSTICAL CEILING 0S680 CARPET A CARPET TYPE "A" 09S00 PAINTING A PAINT COLOR 13ENJAMIN MOORE" oOW-IE (WHITE) .E3 PAINT COLOR "BENJAMIN MOORE" °I480 (GREY) .0 PAINT COLOR "BENJAMIN MOOR.E" s'125S (RED) D RANA( COLOR "BENJAMIN MOORE" 01-.1C-i45 (BLUE) ica Wall_jkvicin SCALE: 3" NOTE: ALL SPLAY (HANGER) WIRES SHALL BE FRE C>BSTRUCTIONS. IE: DUCTS, PIPE, CONDUIT. ETC. VERTICAL HANGER WIRE TED TO Smucr. ABOVE (TYP.)--„,, 8" MAX. •YR 4r MAIN HORIZONTAL 1RUNNER OR INTER CROSS CONNECTOR CEILING TILE to FIXED SIDE USE ve.io POP RIVET TO SECURE SYSTEM TOEThE NOTE: 1SUSPErIDED CEILING SYSTEM ATTACHMENTS SMALL BE cAPAeLE OF RESISTING 200 LBS. MNIML11 AREAS SMALLER TWAT 144 5F. 4 W/ N WALL ON (4) SIDES EXTENDED TO TI4E STRUCTURE, NEED NOT HAVE SEISMIC eRACNG. PARTITION WALLS MUST SE BRACED TO STRUCTURE 4 NICER OF SUSPENDED CEILING SYSTEM TO QuAL;Fr SEISMIC SPLAY WIRE BRACING SHALL CONSIST OF (4) HANGER WIRES, EA. RU*111.4 e 45* ANGLE FROM VERT. WIRE TO STRUCT. AI3OVE. SEISMIC WIRE SYSTEM SET e 12'-0° O.C. EA. WAY. (1) PER 144 SF. WALL ANCHORS SHALL SECURE TO STRICT. (TYF') THIS SIDE FREE MOVEMENT A;..LOWED' Franklin Quest Southcenter Tukwila, Washington -092&0A VERTICAL (SO') WIRE 6 4'.0 O.C. EA. WAY. (1) PER 16 SP. ALSO TO BE cooRD. THE (4) SEISMIC RESTRAINT ALSO PROVIDE SEISMIC VERTICAL. (eV) RIGID STRUT SET * O.C. EA. WAY. (1) PER 144 F. ALS0 TO BE COOK). WI THE (4) SEISM RESTRAINT - • - 0S100D (06400 0 ) ��A)....-____ -(1;9'300.110 HANGER WIRE SHALL BE MIN. 12 A. ALL SPLAY WIRE WALL EE TAUT 4 TIED DOUN UJ/ (3) TURN MIN. ALSO SPLAY UJIRES SHALL BE DIRECTLT ATTACHED TO STRUCT. -064007;) = e9e00.es ossoo c BEYOND REvISED: NTER1EDIATE CONNECTOR ACOUSTICAL CEILING TILE (TYPICAL) 0640011) QEOSZ00.9_,) RECEIVED CITY OF TUKWILA JUL Suspended CeiHnILLSeismic brgsjuLi .Petails SCALE: NONE .0••■■■•••••••■•••■■••■■••■••■•■■•■■•■•••••• Storefront Section • Entry_____ SCALE: V4• * 11 • ' !.,„v; " .1:7=••4 - • itoviiiHr 0 18 THG me" 2 3 4 5 6 7 6 • NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the prlginai document. 1 • 0€ 62 ee 2 92 52 173 CE 22 1 03 61. 91. Z.1 91 GI 171 Cl 71 11 01, PERMIT CENTEFI Storefront ecALE. 3/4" a V-0" . , • ,L gl:te:,;•;.,," • t. 11,141111111111111111111111111111111111111111111111 9 10 11 MAIDE IN et8"11 12 5 17 E rari 0 6141116110h16114A1110141161]hlidu Rolilludiullidin16611116dlibilhill.101411101!1!*01110.14106!Iwil41,411.1116