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Home My WebLink AboutBUILDING 06-0401, 06-0693 (GRAINWOOD KITCHEN UPGRADE) :;- 0 V:\ n D~D 0 0 0 "'ll ~ > -(") III 0 :I: C z_ a: en -"T1"T1"T1 0 C ~~ g o () :s: --z~OO z ::u (") Sl -izen CO m mO > 0 ::u ;0 3: ~>C;II:Z-i m ;u m (")." r ... ::u ;1; zr!;zoz Z en ;:j"'ll l'!l r m CI) m 9 en ~ t o )~ Z ~ ;:jG'l~G'l O;u z- l'!l ".. -i m 0 - zO to ..... en en o z 0 S ~ "n -i z 0::U CIl > 0 ;:j!; ~ C1I ;I; (") 0 ".. z 0;1; "T1 0 () mm ~ 0 > ;0 ::u r :< ~ -i r "T1 "0 :l.. :I: 0 ;0 ~ m ::u () 000000 Z ::u C") ~ m m In :!l:"llen~:!l:"ll X z rn mr~>mr -i en IJ OC -iOC ~ ~ z ~ "ll :I::!l: m:I::!l: "'ll (") en en m .,,~::u::u::u~ m 0 (") Q "'ll :l 0 ZZ:I::I:-Z ;u Z :I: ~ (1) ::! m ~ -i >G'l00 G'l ;II: -i m ~ 0 () 0 r"T100 ::u :::::j ;U C -i 0 Z -;1;;1; - Z C ~ 0 3- !Xl Zc:c: r ~"ll"ll 9 m Z :'1 m C ~ "T1 N 0 .... ~ :I: ::u m ~ 0 0 C 0 t~ ::u < 000000 en m ~ z ::u G'l"T1"T10~ > Z >;ii;iiO ~ c G'l ~mm;ll:G'l ~ ~ _"ll"ll"ll~ ~!;!;!;o ~ Z >ooz=i; 0 ""'l !'1 _mm-i- - -i ~ ::U"T1::U r -i-- r i enz z m -i~ G'l CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d S-IO-O~ (Please ADDRESS 'f?fi /IvIJ1/{)Z)D 6. White File I E M M Gly P R IT NO. Ov .0 A1; I Yellow Applicant . ~ , C)fo/ /JI/ I Iv 1// e So I-a S-f-: LEGAL DESCRIPTION (office use only) PID ()J LOT BLOCK ADDITION OWNER (Name) J II DEPr"J DE1\lT SC.HoOL (Address) 15"' (q.O rl S it pc.) i ~ R 0 A P ~7/9 D/5TR / CTCPhone) S. erR loR L ftk E , MJ.J , BUILDER (Company Name) /SoSSPt'R or Cs:> Rpol?lt-Tf 0 A.J (Contact Name) TOfJO IV t=.~~) V (Address) BS-85 ",-JE5, 7B-fI-> Sf. ZONING (office use) 901- OeJ$J 0 (Phone) (Phone) 'Ot-/S 95"2.- 83 i - S-yo8 962.. - 8 37- 3"3 ~ 2- M/J ~ 3g TYPE OF WORK 0 New Construction OOeck OPorch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace OAddition OAlteration OUtility ConnectIOn CODE: OI.R.C. ~I.B.C, Type of Constmction: k II Occupancy Group: A B {!;' F Division: I ;g(Misc III IV H I 2 3 (J)A~ M R S U 4 5 f(trc.HE"; fA PC:7~ItOE - (7i?11/,;~/) J it/vL PROJECT COST IV ALUE $ fe/, 5'00 (excluding land) I hereby certifY that I have hlrnlshed mformatlOn on this applicatIOn which IS to the best of my knowledge true and correct. I also certifY that I am the owner or authOrized agent for the Jbove~mentlOned property and that all constructl n will cont()rm to all eXisting state and local laws and will proceed in accordance with submllled plans. I am aware that the building offici 'voke tillS permll for Just ,1llS Fur ermore, I hereby agree that the City official or a designee may enter upon the property to perform needed inspectIons. Contractor's License No. Permit Valuation Park Support Fee SAC # # Permit Fee $ $ $ $ $S $S I $ $ TOTAL DUE Plan Check Fee Water Meter Size 5/8"; I"; Pressure Reducer State Surcharge Penalty Plumbing Permit Fee Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee Sewer/Water Connection Fee # # Water Tower Fee Builder's Deposit Other ~H"'~~ B::;.m'~ ;:m Building p,:; Wh,n Appro", ~ ~ 5717fi;" Buildll1!!. Onicial ' Date 5/10 IOCr:, , I Date $ $ $ $ $ $ $ $ ThIS IS to certify that the request in the Jbove applicatIOn and accompanying documents IS 111 accordance with the City Zoning Ordinance and may procccd as requested TillS document when signed by the City Planner C005t1111t<.'5 a temporary Certificate of Zonmg compliance and allows construction to commence. Before occupancy, a CertIficate ofOcclIpaocy mllst be isslIed Planning Director Date 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 Special Conditions, if any CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMI: 6ltJ. 04-<) Iff" J -rJi.o '~,:::' ;:;, I[ PERMIT NO. t - b q '3 Yello\\ Applicant [ Z:\e.~ ~ 5t 51> E s-oCo \ c:x...hod\ ZONING (office use) LEGAL DESCRIPTION (office use only) ~-rOI LOT BLOCK ADDITION OWNER (Name) \/('-\01 L~$~ S(~"EJ \ (Address) $" S~\&(PhOne) PTD ;15' qtJ J . tJ08' -4 I I BUILDER (Company Name) ~~. (Phone) q ~J .., 3bS - 4 3/;2.. (Phone) C# u;I,;z. -q~.5--()~-S-S- e-k.o...5> ~ ff1 J-J ~-s- 3, 5{.e.. -it "22.0 TYPE OF WORK 0 New Construction OOeck OPorch ORe-Roofing OAddition ~eration OUtility ConnectIOn ORe-Siding OLower Level Finish 0 Fireplace ~ /"L. Ale.. C'n-. CODE: OI.R,C. OI.B.C. ~isC. Type of Constmction: I II III IV V A B Occupancy Group: A B E F H I M R S U Division: I 2 3 4 5 PROJECT COST IV ALUE (excluding land) :> 'I !Jk n-- $ \ t '1t)()...- I hereby cClllfy that 1 have htrmshed mformation on this applicallon which IS to the best of my knowledge true and correct I aIso certify that 1 am the owner or authonzed agent fen the aboVl'-mentll1ned propel d tha Clm' Will cont(lrm to all eXisting state and local laws and will proceed In accordance with submitted plans I am aware that the buildmg offiCIal C e 11 fl t cat more, I hereby agree that the CIty Of1i~reSlgnee may enter upon the propel1y to perform needed InSpcctlOlJ: J ~ =>'61 7 31 6" Contractor's License No. ate Permit Valuation Permit Fee Plan Check Fee State Surcharge I Penalty I Plumbing Permit Fee ~echanical Permit Fee rScwer & Water Permit Fee Park Support Fee SAC Water Meter Size 5/8"; I"; Pressure Reducer Sewer/Water Connection Fee Water Tower Fee Builder's Deposit Other # # $ $ $ $ $ $ $ $ $ # # ThIS lS to certify that the request in the above application and accompanYlIlg documents is in accordance with the City Zoning Ordinance and may proceed as requested ThiS document when signed by the City Planner constltutcs a temporary Certificate of Zonmg compliance and alluws construction to commence. Before llccupancy, a CertIficate of Occupancy must be t\sucd TOTAL DUE Planning Director Special Conditions, if any Date 24 hour notice for all iuspeetions (9S2) 447-98S0. fax (9S2) 447-424S 16200 Eagle Creek Avenue Prior Lake, MN 55372 C~ . c .(i-[/ ghite - Builcfu1a> Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED $- IO-O~ 73o)sard+ 6!orp The Building" Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 5o~ I /l1 / fr/V eSt) fa Sf- Accepted Accepted With Corrections / Denied Reviewed By: Comments: ,IC~ ~ ~J~-f..J ~ ~~.~. &4 r ~' \ ' ~~ ..;'~ ~(2~ , ,d.,~~ ~",._~ , " a....f( -.t--~ ~ -fn -r.t,.-.-t-<.j J ~-#-.- .'c,.{J, ~~ ;' alt, -~. d.-~ ~ ~/~~ ? IJ ~~~ ~. ~ ~6IJ - /11-,., ~. 0/, oj q;~ ~~ aJ/- ~ ~~C~ ~ ~~0~' ~~. Date: o/lr/tJ c; , "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid," BRAUN INTERTEC Letter of Transmittal Client: Independent School District #719 Date: August 10, 2006 Braun Intertec Project No: LC-06-01474 Transmittal No: 11 Braun Intertec Corporation 2831 Larson Street LaCrosse, WI 54603-1814 To: Bob Hutchins Prior Lake City Hall 16200 Eagle Creek Ave. S.E Prior Lake, MN 55372 Phone: 952-447-9810 Fax: 952-447-4245 Re: Grainwood Elementary, 5061 Minnesota Street, Prior Lake, MN This Transmittal is being Sent: _ For your approval _ As requested -X- For your records For review I Information Sent Concrete Tests Reference Numbers Set Number 6 Com m ents/Clarification 28-day results I Transmittal List Katherine Russell, BKBM Engineers Todd Iverson, Bossardt Corporation Jay Bird, Crosstown Masonry Inc. Jim Anderson, Grainwood Elementary School Dan Mehleis, Independent School District # 719 Bob Hutchins, Prior Lake City Hall Josh Ripplinger, Wold Architects and Engineers I Information Sent Concrete Tests (I) Concrete Tests (I) Concrete Tests (1) Concrete Tests (I) Concrete Tests (I) Concrete Tests (I) Concrete Tests (I) Sent By: Phone: Rhonda R Mosher (608) 781-7277 Rev. 86.0-1 . Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Letter of Transmittal Client: Bossardt Corporation Braun Intertec Project No: LC-06-01474 Transmittal No: 13 Date: August 30, 2006 Braun Intertec Corporation 2831 Larson Street LaCrosse, WI 54603-1814 To: Bob Hutchins Prior Lake City Hall 16200 Eagle Creek Ave. S.E Prior Lake, MN 55372 Phone: 952-447-9810 Fax: 952-447-4245 Re: Grainwood Elementary, 5061 Minnesota Street, Prior Lake, MN This Transmittal is being Sent: _ For your approval _ As requested --X- For your records For review Information Sent Concrete Tests Reference Numbers Set Number 8 Comm ents/Clarification 7-day results I Information Sent Concrete Tests (1) Concrete Tests (1) Concrete Tests (I) Concrete Tests (1) Concrete Tests (1) Concrete Tests (1) Concrete Tests (I) I Transmittal List Katherine Russell, BKBM Engineers Todd Iverson, Bossardt Corporation Jay Bird, Crosstown Masonry Inc. Jim Anderson, Grainwood Elementary School Dan Mehleis, Independent School District # 719 Bob Hutchins, Prior Lake City Hall Josh Ripplinger, Wold Architects and Engineers Sent By: Phone: Rhonda R Mosher (608) 781-7277 Rev. 8.6/0.f . Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Letter of Transmittal Client: Bossardt Corporation Braun Intertec Project No: LC-06-01474 Transmittal No: 14 Date: September 12,.2006 Braun Intertec Corporation 2831 Larson Street LaCrosse, WI 54603-1814 To: Bob Hutchins Prior Lake City Hall 16200 Eagle Creek Ave. S.E Prior Lake, MN 55372 Phone: 952-447-9810 Fax: 952-447-4245 Re: Grainwood Elementary, 5061 Minnesota Street, Prior Lake, MN This Transmittal is being Sent: _ For your approval _ As requested ---X- For your records For review I Information Sent Concrete Tests Reference Numbers Set Numbers 7 & 8 Com m en ts/Clarification 28-day results I Transmittal List Katherine Russell, BKBM Engineers Todd Iverson, Bossardt Corporation Jay Bird, Crosstown Masonry Inc. Jim Anderson, Grainwood Elementary School Dan Mehleis, Independent School District # 719 Bob Hutchins, Prior Lake City Hall Josh Ripplinger, Wold Architects and Engineers I Information Sent Concrete Tests (I) Concrete Tests (I) Concrete Tests (1) Concrete Tests (I) Concrete Tests (I) Concrete Tests (I) Concrete Tests (I) Sent By: Phone: Rhonda R Mosher (608) 781-7277 Rev. 8/6/0-1 . Providing engineering and environmental solutions since 1957 BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 8/1 0/06 Work Order: 6008726 Client: T odd Iverson Independent School District #719 Grainwood ElementaryC/O Bosssardt Corp. 8585 W 78th Street, Suite 100 Minneapolis, MN 55438 Project: LC-06-01474 Grainwood Elementary 5061 Minnesota Street Prior Lake, MN 55014 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C173) Concrete Temp. COF): (ASTM C 1064) Air Temp. (OF): Liquid Added On Site: None 6 6/27/06 10:00 am 6/28/06 4 2.20 77 75 Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 997 Aggregate Industries Not Required 3000 186 706595 4 Welna, Joseph A. Pour Location: Building Interior, Slab on Grade, slab for kitchen Compression Test Results Field Lab Test Max. Cylinder Cylinder Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks Sample No. ( days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s) 6-1 I 6 7 91160 6_01 28.37 3,210 C N D2 6-2 1 27 28 122800 6_00 28.27 4,340 D N EI 6-3 I 27 28 123180 6.00 28.27 4,360 C N EI Break Remarks: D2 El * Capping Method: N = ASTM C 1231, Un banded Caps S = ASTM C617, Sulfur Caps The 7 day test result meets or exceeds the 28 day specified strength. The average 28 day test result meets or exceeds the specified strength. A C<xl& B Cooe 8; Split C 0 E Cone Shear Columnar & Sheaf TYPES OF FRACTURE ~ BIT] BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 9/11/06 Work Order: 6011676 Client: Todd Iverson Independent School District #719 Grainwood E1ementaryC/O Bosssardt Corp. 8585 W 78th Street, Suite 100 Minneapolis, MN 55438 Project: LC-06-01474 Grainwood Elementary 5061 Minnesota Street Prior Lake, MN 55014 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. (OF): (ASTM C 1064) Air Temp. COF): Liquid Added On Site: None Pour Location: 7 8/9/06 7:30 am 8/1 0/06 1 1/4 5.8 79 70 Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 3Y22-F Aggregate Industries 6.5 +/- 1.5 4300 86 69086 4 Wendt, Andrew Paving, Curb & Gutter, 45' North of manhole 103 Sample No. 7-1 7-2 7-3 Field Cure (days) 1 1 1 Lab Cure (days) 6 27 27 Test Age (days) 7 28 28 Compression Test Results Max. Cylinder Cylinder Load Diameter Area (pounds) (in.) (sq. in_) 122090 6.00 28.27 158500 5.99 28.18 156010 5.99 28.18 Strength (psi) 4,320 5,620 5,540 Fracture Type D D D Capping Method * N N N Remarks Code(s) D2 E1 El Break Remarks: D2 E1 * Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps The 7 day test result meets or exceeds the 28 day specified strength. The average 28 day test result meets or exceeds the specified strength_ A Cone- B Cone &; Split C D E Cone Shear CollJll1nar &; Shear TYPES OF FRACTURE QJ BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 8/30/06 Work Order: 6012291 Client: Todd Iverson Independent School District #719 Grainwood ElementaryC/O Bosssardt Corp. 8585 W 78th Street, Suite 100 Minneapolis, MN 55438 Project: LC-06-01474 Grainwood Elementary 5061 Minnesota Street Prior Lake, MN 55014 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. eF): (ASTM C 1064) Air Temp. COF): Liquid Added On Site: 8 8/14/06 8:13 am 8/16/06 3 3/4 5.8 78 75 Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 4000 AVR 5-8 4000 329 4 Tornquist, Erik J Pour Location: None Paving, Sidewalk, North east comer of the south parking lot Compression Test Results Field Lab Test Max. Cylinder Cylinder Cure Cure Age Load Diameter Area Strength Fracture Sample No. (days) ( days) (days) (pounds) (in.) (sq. in.) (psi) Type 8-01 2 5 7 71120 5.99 28.18 2,520 D Capping Method * N Remarks Code(s) C2 Break Remarks: C2 "Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps The 7 day test result projects that the specified strength may not be met at 28 days according to a typical age-strength relationship. TYPES OF FHACTURE ~[]0 C D E Cone Shear Columnar & Shear A Cone B Cone & Split BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 9/1 1/06 Work Order: 6012291 Client: Todd Iverson Independent School District #719 Grainwood ElementaryC/O Bosssardt Corp. 8585 W 78th Street, Suite 100 Minneapolis, MN 55438 Project: LC-06-01474 Grainwood Elementary 5061 Minnesota Street Prior Lake, MN 55014 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. COF): (ASTM C 1064) Air Temp. (OF): Liquid Added On Site: None Pour Location: 8 8/1 4/06 8:13 am 8/1 6/06 3 3/4 5.8 78 75 Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 4000 AVR 5 - 8 4000 329 4 Tornquist, Erik J Paving, Sidewalk, North east corner of the South parking lot Compression Test Results Field Lab Test Max. Cylinder Cylinder Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s) 8-01 2 5 7 71120 5.99 28.18 2,520 D N C2 8-02 2 26 28 123720 5.99 28.18 4,390 D N E1 8-03 2 26 28 118960 5.99 28.18 4,220 D N El *' Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sulfur Caps Break Remarks: C2 The 7 day test result projects that the specified strength may not be met at 28 days according to a typical age-strength relationship. The average 28 day test result meets or exceeds the specified strength. El A O:tn& B Corte 8; Split C D E Cone Shear Coklmnar 8; Shear TYPES OF FRACTURE [gJ 00 PRIOR LAKE INSPECTION RECORD SITE ADDRESS sa~ / MINNeSiJl/i ~l;f4SC' , NATURE OF WORK I</~HG"'I;! Ul"tillAlJ#'1 ~~.1 ~cU17f.. USE OF BUILDING N tJ/'tJ, , PERMIT NO. Ot:,. 09() / CONTRACTOR--a..s:r~r CtJA~fl!jT1~ PHONE 2- NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT DEPARTMENT OF BUILDING 'AND INSPECTION INSPECTOR DATE PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED l,. ROUGH - INS RAMING INSULATION ELECTRICAL PLUMBING G . e COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I 1 FINALS BuiLDING Pu -g."\cl,,,, ELf.CTRICAL PLUMBING HEATING DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved, On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850 1 m (J1 -Po- VI N -->. =1 ,...... I-- I-- I-- (v, ~~ /~ Il.J / I I ~'tJ ^ 1 z ~~ ~I ~~ " ",,, I- - J rGcb iK b I / , ": l: ~ ~59K il I b rx </ n,f'f' I ~ [j) ~_~ {~b d;{ ~ I l-.-JE;,;;I I I I I lA"n I II ~ ~ ~ r-r ~~ r/ /i~ (g ~~::l fI~ ~ <!3~~0<~ ~ II' M I ~~ z/~~~~!e \ \ y~ ~ <idT sz / \ -~ ~ \ E; - 'J V / '-J V -" \ \ a-- 0~ .'\2G '" [, ,,[ ~ ~ ~ \ 1 ~~cb ~~~ ~ II~'" :.07 A -... I~ I lil U ~ V'\J" ~~ dID J~ ___ ~_ ~H1 ~ ~ ~ / ~S~ Im::.. I ~. V ~~ '"'') w Lf\J~" I ~I. I I~~I 11f\ - 1-----.-.1 .., - ~~ CII III <ide I e ~~ 1~1~lb 'Y- ~ I I ~ ^ z ~~~ IUlC> N"'~ J:l 2: ~ ~ I-- - - I - ,...... l- I-- - " , m ~:cb rx -,() \ 1"Xi'lC' cb;~cb ~;~cb ~ I I I I I 1::!.~ I II II TTl ~ I 0& I-F.?5r&Cb ~ cb-,0 ('Xcb t1",I/>t - - Vl~ ~)> ~ - III Z .... 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'.'J N, p rTJ~rTJ I--ICI") Cl")rTJO -IQ Y'" [-~lll; ~i. ;~: I Zr 1--1 -1- 00 1--1 ,'" !O{.;(r.:: P 3:-IM ^ -lCl") ~"",^J> ~, AJ $i'g fJ- fTl Crl'l -I - O-lttl Cl")1--I rTJ r._~ ::J OCO rTJ -Uo ""'AJ ""Z n, (V C-U-l < Do ......0 J>Or --I J> .,J::..ttl -l 1--1 rTJ ZOO rTJ ZJ> IrTJ < Z AJ r -IZAJ r ~CI") -- Q 0 J> 1--1 AJ Z ." 0 Q 0 3: 3: AJ ~ I I J. I i (')(')"T1 <n o~;o ffi ~ $: m GRAINWOOD ELEMENTARY +SecureTechs, Inc. ~ O! ' ~ m .. ~ ~ . 1;; $:- ::t> ;:j . o~ c..v " KINDERGARTEN ADDITIONS & RENOVATIONS Consultants and Designers of Life Safety Systems ~ ~~;o z>$: (952)368-43121Fax (952)368-9472 12<>- GIN OF PR10R LAKE BUILDING PERMlf'PLAN REVIEW , r WOLD ARCHITECTS AND ENGINEERS - INSPECTOR IlUD1DI DATE (Pt-_ o ACCEPTED AS S D = Ii) ACCEPTED WITH CORRECTIONS AS NOTED o NOT ACCEPTED-CORRECT & RESUBMIT These comments .. for your 1r1fornIIIIIon. AI work shall be done In fuR compliance wIIh aI appIcIbIe buIdlng & zoning code .. quirements including Items not Ip8ClIIr.aIIy noted in this nMew. KEEP THIS PlAN SET ON SITE AT ALL TIMES. Grainwood Kitchen ITY'S C'OPV Upgrades . Prior Lake,'Minnesota 305 ST. PETER STREET ST. PAUL,MN 55102 FAX: 651.223.5646 TEL: 651.227.7773 . . Independent School District #719 ALLOW ONE weEK FOR SCHEDULING OF BUILDING FINALS ON COMMERICAL BUILDINGS PROJECT MANU,^j~L~~ ',j; ".......: ~.. .. . J". '.,_ .- ~.J~J., DETAILS OF e'l' .. ~ ~/)'1'~ CONSTRUCTION _ ~ a~~ ~~~7r ~~~S~' ._'fa, ~ ~ I ~. . ~ .j.., ~, BOOK 1 OF 1 ~ ~ rJ...rJ: ~'t_ ~ 1i~ -r/af- p - 8. 2006 ~~ ~ fUn- ~ s~ ~ll )~~, G~ ~. ~~~ ~-T t~~~~ ia ~J ~\ Project No. 062043 CITY'S COpy E N (; I NEE R S PROJECT MANUAL PROJECT IDENTIFICA nON BIDDING REQUIREMENTS CONDITIONS OF THE CONTRACT GENERAL REQUIREMENTS AND SPECIFICATIONS FOR: GRAINWOOD KITCHEN UPGRADES 2006 5061 MINNESOTA STREET PRIORLAKE,MINNESOTA 55372 INDEPENDENT SCHOOL DISTRICT #719 PRIOR LAKE, MINNESOTA 55372 Bid Time: 3:00 p.rn. Bid Date: Mav 16. 2006 Bid Place: Independent School District #719 7575 150th Street Savage. Minnesota 55372 PROJECT IDENTIFICA TION PAGE No. 062043 " TITLE PAGE PROJECT TITLE AND LOCATION: GRAINWOOD KITCHEN UPGRADES 2006 5061 MINNESOTA STREET PRIOR LAKE, MINNESOTA 55372 OWNER: INDEPENDENT SCHOOL DISTRICT #719 ARCHITECTS: Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 Tel. (651) 227-7773 FOODSERVICE CONSULTANT: Robert Rippe Associates 6117 Blue Circle Drive, Suite 100 Minnetonka, Minnesota 55343 Tel. (952) 933-0313 STRUCTURAL ENGINEER: BKBM Engineers 5930 Brooklyn Boulevard Minneapolis, Minnesota 55429-2518 Tel. (763) 843-0420 MECHANICAL ENGINEER: Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 Tel. (651) 227-7773 ELECTRICAL ENGINEER: Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 Tel. (651) 227-7773 DATE: April 28, 2006 TITLE PAGE No. 062043 ,C Wold Architects and Engineers BKBM Engineers Structural Engineer Wold Architects and Engineers Mechanical Engineer Wold Architects and Engineers ElecbicalEngineer PROFESSIONAL CERTIFICATIONS GRAINWOOD KITCHEN UPGRADES 2006 INDEPENDENT SCHOOL DISTRICT #719 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under taws of the State of Minnesota. A ril 28 2006 Date Registration I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professi nal Engineer er the laws of the State of Minnesota. ZG.S Registration I hereby certify that this plan, specification or report was prepared by me or under my direc supervision, and that I am a duly Licensed Professional Enginee d aws of the State of Minnesota. .1-~q8'1 Registration I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ~ .A. ~~ApriI28.20~ ~7041_ Signature Date Registration PROFESSIONAL CERTlFICA nONS No. 062043 PROJECT MANUAL TABLE OF CONTENTS Section No. Project Identification Page Title Page Professional Certifications Table of Contents Biddinl! Requirements 00010 00100 00110 00310 Conditions of the Contract 00700 00710 Division One 01012 01013 01025 01045 01101 01200 01290 01300 01310 01400 01410 01500 01520 01560 01630 01700 01710 01720 01730 01820 Division Two 02070 Division Three 03300 03600 Division Four-Five Title Advertisement for Bids* Instructions to Bidders AlA A701 * Supplementary Instructions to Bidders* Bid Form* General Conditions AlA 20l/CMa - Electronic Format* Supplementary Conditions* Contract Work Scope* Prevailing Wages* Change Orders Cutting and Patching Milestone Schedule* Project Meetings* Payment Procedure* Submittals Project Coordination* Quality Control Structural Testing and Special Inspection Temporary Facilities* Safety* Construction Dust Control Substitutions and Product Options Project Closeout Cleaning Project Record Documents Operating, Maintenance and Warranty Data Demonstration and Training Selective Demolition Cast-In-Place Concrete Grout Not Used TABLE OF CONTENTS - 1 No. 062043 Section No. Division Six 06101 Division Seven 07531 07600 07900 Division Eil!ht Division Nine 09250 09510 09650 09900 Division Ten Division Eleven 11400 Division Twelve - Fourteen Division Fifteen Division Sixteen Drawinl!s Arch AO Al A2 A3 A4 Food FS1.0 SD-185 SD-189 SD-191 SD-193 Mechanical MO.I M1.0 M1.l M2.0 Electrical EO EI E2 E3 E4 Details of Construction - -~- Title Rough Carpentry Fully Adhered Elastomeric Sheet Roofing Sheet Metal Coping and Flashing Sealants and Caulking Not Used Gypsum Board Acoustical Ceilings Resilient Flooring Painting Not Used Food Service Equipment Not Used See Mechanical Specifications See Electrical Specifications Work Limits Drawing Demolition Plan Floor Plan Reflected Ceiling Plan Roof Plan Cooler/Freezer Plan Walk-In Floor Details Bwnper Rail- Sloped Top Walk in Connection Detail Walk in Closure Panel Mechanical Demolition Plan Mechanical Plwnbing Plan Mechanical Fire Protection Plan Mechanical Symbols and Abbreviations Electrical Symbols and General Notes Electrical Demolition Plans Electrical Lighting Plan and Light Fixture Schedule Electrical Systems Plan Electrical Schedules See Details Index TABLE OF CONTENTS - 2 No. 062043 Section 000 10 - Advertisement for Bid Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation INDEPENDENT SCHOOL DISTRICT NO. 719 Prior Lake, Minnesota Grainwood Elementary Kitchen Upgrades Independent School District #719, Prior Lake, Minnesota will receive sealed bids for multiple prime contracts in duplicate for the Grainwood Elementary Kitchen Upgrades until 3:00 PM, Tuesday, May 16, 2006, Bids will be received c/o Dan Mehleis, at District #719 Prior Lake-Savage High School 7575 - 150th Street West, Savage, Minnesota 55378. Bids will be opened and read aloud at 3:00 P.M. May 16,2006 at the Lecture Hall- Prior Lake-Savage High, School. Bids shall be submitted on bid form provided by the Owner. The complete bid form shall be submitted without alterations, additions or erasures. Envelopes containing bids must be sealed marked separately "Grainwood Elementary Kitchen Upgrades" with the name and address of the bidder, and the date and hour of the opening. Bids shall be delivered to: c/o Director of Operations: Dan Mehleis Independent School District #719 Prior Lake - Savage High School 7575 150th Street West Savage, Minnesota 55378 Lump sum bids for this work are solicited from contractors specializing in, or highly experienced in this work. Contractors can obtain bidding documents from the Construction Manager: Bossardt Corporation, Attention: Judith Bergren, 8585 West 78th Street, Suite 100, Minneapolis, Minnesota 55438, telephone 952-831-5408, for a refundable deposit of $50.00 per set. Make deposit check payable to ISD #719, Bidding documents will be available approximately May 1, 2006. Bidding documents are on fIle and available for inspection at the Owner's office, the Architects office, the Construction Manager's office, the McGraw-Hill Construction Plan Room, Minneapolis, St, Paul, Mankato, Rochester, St. Cloud and Mid-Minnesota Builder's Exchanges; and Reed Construction Data (CMD) (electronically), MEDA Minority Contractors Plan Room. Each bid of shall be accompanied by a certified or cashier's check, or a bid bond in the amount of at least five (5%) percent of the amount of the bid made payable to ISD #719 as bid security that, if the bid is accepted, the contractor will execute the contract and fIle the required performance and payment bonds within the allotted time period after notice of award of contract. The Board of Education reserves the right to accept or reject any or all bids or parts of bids and waive any formalities or irregularities in the bidding. No bid may be withdrawn for a period of forty-five (45) days after bid opening without consent of the Board of Education, INDEPENDENT SCHOOL DISTRICT NO, 719 Prior Lake, Minnesota Publication Dates: April 29, 2006 May 6, 2006 ADVERTISEMENT FOR BIDS 00010-1 .,. , ,,'=.AIX Document A701~ - 1997 Instructions to Bidders for the following PROJECT: (Name and location or address): Grainwood Elementary Kitchen Upgrades 5061 Minnesota Street Prior Lake, Minnesota 55372 1 DEFINITIONS ADDITIONS AND DELETIONS: The author of this document has added infonnation needed for its completion. The author may also have revised the text of the original AlA standard fonn. An Additions and Deletions Report that notes added infonnation as well as revisions to the standard fonn text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary infonnation and where the author has added to or deleted from the original AlA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. THE OWNER: (Name and address): Independent School. District. #719 15860 Fish Point Road SE,P. O. Box 539 Prior Lake, Minnesota 55372 THE ARCHITECT: (Name and address): Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 T ABI.EOFARTICI.ES 2 BIDDER'S REPRESENTATIONS 3 BIDDING DOCUMENTS 4 BIDDING PROCEDURES 5 CONSIDERATION OF BIDS 6 POST.BID INFORMATION 7 PERFORMANCE BOND AND PAYMENT BOND 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR AlA Document A701™ -1997. Copyright @ 1970, 1974, 1978, 1987 and 1997 by The American Institute 01 Architects. All rights reserved. WARNING: This AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" 1 Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 13:04:50 on 0510212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not lor resale_ User Notes: (2443170507) 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 bid form, and other sample bidding and contract forms. The proposed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications and all Addenda issued prior to execution of the Contract. ~ 1.2 Definitions set forth in the General Conditions of the Contract for Construction, AlA Document A201, or in other Contract 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 executed 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 Bidder offers to perform the Work described in the Bidding Documents 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 a person or entity who submits a Bid and who meets the requirements set forth in the Bidding Documents. ~ 1.9 A Sub-bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work. ARTICLE 2 BIDDER'S REPRESENT A TlONS ~2.1. The Bidder by making a Bid represents that: ~2.1.1 The Bidder has read and understands the Bidding Documents or Contract Documents, to the extent that such documentation relates to the Work for which the Bid is submitted, and for other portions of the Project, if any, being bid concurrently or presently under construction, ~ 2.1.2TheBid is made in compliance with the Bidding Documents. ~2.1.3 The Bidder has visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents. ~ 2.1.4 The Bid is based upon the materials, equipment and systems 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 Documents 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 be 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 unless specifically offered in the Advertisement or Invitation to Bid, or in supplementary instructions to bidders. AlA Document A701nl -1997. Copyright @ 1970. 1974. 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- 2 Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at1 0:15:19 on 05'0212006 under Order No_1 000179982_2 which expires on 5/1912006, and Is not for resale. User Notes: (941357859) ~ 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 The Owner and Architect may make copies of the Bidding Documents available on the above terms for the purpose of obtaining Bids on the Work. No license or grant of use is conferred by issuance of copies of the Bidding Documents. ~ 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS ~ 3.2.1 The Bidder shall carefully study and compare the Bidding Documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. ~ 3.2.2 Bidders and Sub-bidders requiring clarification or interpretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. ~ 3.2.3 Interpretations, corrections and changes of the Bidding Documents will be made by Addendum. Interpretations, corrections and changes of the Bidding Documents made in any other manner will not be binding, and Bidders shan not rely upon them. ~ 3,3 SUBSTITUTIONS ~ 3.3.1 The materials, products and equipment described in the Bidding Documents establish a standard ofrequired function, dimension, appearance and quality to be met by any proposed substitution. ~ 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the name of the material or equipment for which it is to be 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 materials, equipment or other portions of the Work, including changes in the work of other contracts that incorporation of the proposed substitution 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 disapproval of a proposed substitution shall be final. ~3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids, such approval will be set forth in an Addendum. Bidders shall not rely upon approvals made in any other manner. ~ 3.3.4 No substitutions will be considered after the Contract award unless specifically provided for in the Contract Documents. . ~ 3.4 ADDENDA ~ 3.4.1 Addenda will be transmitted 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 Addenda will be issued no 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. ~ 3.4.4Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the Bid. ARTICLE 4 BIDDING PROCEDURES ~4.1 PREPARATION OF BIDS ~ 4,1.1 Bids shall be submitted on the forms included with the Bidding Documents. AlA Document A7011M -1997. Copyright @ 1970, 1974. 1978, 1987 and 1997 by The American Institute of Architects. AUrights reserved. WARNING: This AlA- Document is protected by u.s. Copyright Law and International Treaties. Unauthorized reproduction or dlstribullon of this AlAe 3 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 10:15:19 on 05/02/2006 under Order No.1 000179982_2 which expires on 5/19/2006, and is not for resale_ User Notes: (941357859) ~ 4.1.2 All blanks on the bid form shall be legibly executed in a non-erasable medium. ~ 4.1.3 Sums shall be expressed in both words and figures. In case of discrepancy, the amount written in words shall govern. ~4.1.4 Interlineations, alterations and erasures must be initialed by the signer of the Bid. ~ 4.1.5 All requested Alternates shall be bid. If no change in the Base Bid is required, enter "No Change." ~ 4.1.6 Where two or more Bids for designated portions of the Work have been requested, the Bidder may, without forfeiture of the bid security, state the Bidder's refusal to accept award ofless than the combination of Bids stipulated by the Bidder. The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any other manner. ~ 4.1.7 Each copy of the Bid shall state the legal name of the Bidder and the nature of legal form of the Bidder. The Bidder shall provide evidence of legal authority to perform within the jurisdiction of the Work, Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract. A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed, A Bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the Bidder. ~ 4.2 BID SECURITY ~ 4.2.1 Each Bid shall be accompanied by a bid security in the form and amount required if so stipulated in the Instructions to Bidders. The Bidder pledges to 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 shallbe forfeited to the Owner as liquidated damages, not as a penalty. The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Section 6.2. ~ 4.2.2 If a surety bond is required, it shall be written on AlA Document A31O, Bid Bond, unless otherwise provided in the Bidding Documents, and the attorney-in-fact who executes the bond 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 bid 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 (b) the specified time has elapsed so that Bids may be withdrawn or (c) all Bids have been rejected. ~ 4.3 SUBMISSION OF BIDS ~ 4.3.1 All copies of the Bid, the bid security, if any, and any other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name, the Bidder's name and address and, if applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face thereof. ~ 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after the time and date for receipt of Bids will be returned unopened. ~ 4.3.3 The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids, ~. 4.3.4 Oral, telephonic, telegraphic, facsimile or other electronically transmitted bids will not be considered, ~4.4MODIFICATION OR WITHDRAWAL OF BID ~4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. ~ 4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids, Such notice shall be in writing over the AlA Document A701 no - 1997. Copyright @ 1970, 1974, 1978. 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe 4 Document, or any portion of it, may result In savere civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at1 0:15:19 on 0510212006 under Order No.1000179982_2 which expires on 511912006, and is not for resale. Usar Notes: (941357859) 1:. signature of the Bidder_ Written confinnation over the signature of the Bidder shall be received, and date- and time- stamped by the receiving party 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 resubmitted. ARTICLE 5 CONSIDERATION OF BIDS ~ 5.1 OPENING OF BIDS At the discretion of the Owner, if stipulated in the Advertisement or Invitation to Bid, the properly identified Bids received on time will be publicly opened and will be read aloud. An abstract of the Bids may be made available to Bidders. ~ 5.2 REJECTION OF BIDS The Owner shall have the right to reject any or all Bids. A Bid not accompanied by a required bid security or by other data required by the Bidding Documents, or a Bid which is in any way incomplete or irregular is subject to rejection. ~5.3 ACCEPTANCE OFBID (AWARD) ~ 5.3.1 It is the intent of the Owner to award a Contract to the lowest qualified Bidder provided the Bid has 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 informalities and irregularities in a Bid received and to accept the Bid which, in the Owner's judgment, is in the Owner's own best interests. ~ 5.3.2 The Owner shall have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted. ARTICLE 6 POST .BID INFORMATION ~ 6.1 CONTRACTOR'S QUALIFICATION STATEMENT Bidders to whom award of a Contract is under consideration shall submit to the Architect, upon request, a properly executed AlA Document A305, Contractor's Qualification Statement, unless such a Statement has been previously required and submitted as a prerequisite to the issuance of Bidding Documents. ~ 6.2 OWNER'S FINANCIAL CAPABILITY The Owner shall, at the request of the Bidder to whom a ward of a Contract is under consideration and no later than seven days prior to the expiration. of the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. Unless such reasonable evidence is furnished, the Bidder will not be required to execute the Agreement between the Owner and Contractor. ~ 6,3 SUBMITTALS ~ 6.3.1 The Bidder shall, as soon as practicable or as stipulated in the Bidding Documents, 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 suppliers of principal items or systems of materials and equipment proposed for the Work; and ,3 names of persons or entities (induding 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 be required to establish to the satisfaction of the Architect and Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents. ~ 6.3.3 Prior to the execution 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 AlA Document A70...... -1997. Copyright @1970. 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" 5 Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 10:15:19 on 05/02/2006 under Order No. 1 000179982_2 which expires on 5/1912006. and is not for resale. User Notes: (941357859) Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder's option, (I) 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, bid security will not be forfeited, ~ 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection must be used on the Work for which they were proposed and shall not be changed except with the written consent 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 performance of the Contractand payment of all obligations arising thereunder. Bonds may be secured through the Bidder's usual sources. ~7.1.2]fthe furnishing ofsuchbonds is stipulated in the Bidding Documents, the cost shall be included in the Bid. If the furnishing of such bonds is required after receipt of bids and before execution of the Contract, the cost of such bonds shall be added to the Bid in determining the Contract Sum. ~ 7.1.3 If the Ownerrequires that bonds be 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 letter of intent, the Bidder shall, prior to commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Section 7,2.1. ~ 7.2.2 Unless otherwise provided, the bonds shall be written on AlA Document A312, Performance Bond and Payment Bond. Both bonds shall be written in the amount of the Contract Sum. ~. 7.2.3 The bonds shall. be dated on or after the date of the Contract. ~ 7.2.4 The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. ARTICLES FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Unless otherwise required in the Bidding Documents, the Agreement for the Work will be written on AlA Document AlOI, Standard Form of Agreement Between Owner and Contractor Where the Basis of Payment Is a Stipulated Sum, AlA Document A701'" - 1997. Copyright @ 1970. 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document is protected by U,S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- 6 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 10:15:19 on 05/0212006 under Order No. 1 000179982_2 which expires on 5/1912006, and Is not for resale. User Notes: (941357859) -~ Section 00110 - Supplementary Instructions to Bidders Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 00110 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The following supplements modify "Instructions to Bidders" AlA Document A701, 1997 Edition. Where a portion of the Instructions to Bidders is modified or deleted by these Supplementary Instructions to Bidders, the unaltered portions of the Instructions to Bidders shall remain in effect. Article 2: Bidder's Representations 2.1 Add the following paragraph 2.1.5 to Article 2: 2.1.5 The bidder has included the cost of sales and all other applicable taxes in his bid unless otherwise directed elsewhere in the Contract Documents. Add the following paragraph 2.1.6 to Article 2: 2.1.6 The bidder has included the cost of prevailing wages as specified in Section 01013 in their bid. 2.2 Permits. Fees and Other Charges Add the following paragraph 2.2.1 to Article 2: 2.2.1 The Owner, through the Construction Manager, shall secure and pay for the overall building permit, SAC (sewer access charges), and WAC (water access charges) for the project. Add the following paragraph 2.2.2 to Article 2: 2.2.2 The Bidder shall secure and pay for all permits, licenses, royalties/patents, inspection'), etc. required by Minnesota Building Code, other governmental authorities and agencies, local ordinances, including city connection charges, and all similar use and utility charges, except the general building permits. Article 3: Bidding Documents 3.1 Copies Add the following paragraph 3.1.5 to Article 3: 3.1.5 Bidding Documents may be obtained by contacting the office of the Construction Manager; Bossardt Corporation, 8585 West 78th Street, Suite 100, Minneapolis, Minnesota 55438, (952-831-5408). 3.2 Interpretation or Correction of Bidding Documents Add the following paragraph 3.2.4 to Article 3: 3.2.4 Architect and Construction Manager will not be responsible in any way for verbal answers to inquiries regarding meaning of Drawings and Project Manual. Article 4: Biddine Procedures 4.1 Form and Stvle of Bids Delete paragraph 4.1.6 in its entirety and substitute the following 4.1.6 to Article 4: 4.1.6 "A bidder may submit a combined bid for multiple contracts." SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00110-1 Section 00 II 0 - Supplementary Instructions to Bidders Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Add the following paragraph 4.1.8 to Article 4: 4.1.8 No facsimile or telegraphic Bid or modification of a Bid will be considered. No Bids received after the closing time fixed for receiving them will be considered. Late Bids will be returned to the Bidder unopened. 4.2 Bid Security Delete paragraph 4.2 and add the following paragraph 4.2.1 to Article 4: 4.2.1 No bid will be considered unless it is accompanied by a certified check, cashier's check or acceptable Bid Bond payable without conditions to the Independent School District No. 719, in an amount equal to five percent (5%) of the Total Bid (Base Bid and Alternates). The certified check or Bid Bond is a guarantee that the Bidder will enter into a Contract with Independent School District No. 719 for the Work described in the Bid Documents, and that he will furnish a Performance Bond and Material Payment Bond, and Certificate of Insurance as specified after notice by the Owner that the contract has been awarded to him and is ready for execution. Add the following paragraph 4.2.2 to Article 4: 4.2.2 The Bid Security of the two lowest Bidders will be retained until the Contract has been awarded and executed, but not longer than forty-five (45) days. Other deposits will be returned within ten (10) days after the Bid opening. Add the following paragraph 4.2.3 to Article 4: 4.2.3 Each Proposal must be accompanied by Certified Check, Cashier's Check or Bid Bond acceptable to the Owner in an amount equal to five percent (5 %) of the Proposal, payable without condition to the Owner as a guarantee that the Bidder, if awarded the Contractor will promptly execute such Contract in accordance with the Proposal and will furnish good and sufficient bond for the faithful performance of the Contract. 4.4 Modification or Withdrawal of Bid Delete paragraph 4.4.1 and add the following paragraph 4.4.1 to Article 4: 4.4.1 A bid may not be modified, withdrawn or cancelled by the Bidder for a period of forty-five (45) days following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting his bid. Article 5: Consideration of Bids 5.1 Opening of Bids Add the following paragraph 5.1.2 to Article 5: 5.1.2 Any Bidder may be required to furnish evidence satisfactory to the Construction Manager that the Bidder and proposed subcontractors have sufficient means and experience in the type of Work called for to assure completion of the Work as indicated on the Contract Documents in a satisfactory matter. Failure to provide satisfactory evidence shall be cause for disqualification of the Bidder. 5.3 Acceptance of Bid (Award) Add the following paragraph 5.3.3 to Article 5: 5.3.3 The Owner reserves the right to award Contracts for a period of forty-five (45) days after receipt of the Bids. SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00110-2 Section 00110 - Supplementary Instructions to Bidders Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Article 6: Post-Bid Information 6.1 Contractors Qualification Statement Amend paragraph 6.1.1 to read as follows: 6.1.1 Bidders to whom award of Contract is under consideration shall submit to the Construction Manager, upon request, evidence satisfactory to him, that they have the experience necessary to construct a building of this type in a responsible and professional manner and that supervisory personnel will be assigned to the project who have demonstrable qualification to manage, supervise, and coordinate a Project of this type and scope. Add the following paragraph 6.1.2 to Article 6: 6.1.2 Selected Bidders may be required to furnish additional cost information and any other information the Construction Manager may request. Such information shall be furnished within five (5) calendar days from the date of request, and in the form prescribed by the Construction Manager. 6.3 Submittals Delete thefirst sentence of paragraph 6.3.1 and replace with the following: 6.3.1 The bidder shall, after notification of selection for the award of a contract, and prior to the award of a contract, furnish to the Owner through the Construction Manager in writing: Delete paragraph 6.3.3 in its entirety and replace with the following: 6.3.3 Prior to the award of the contract, the Construction Manager 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. In the event the substitute person or entity is not acceptable, the bidder may withdraw his bid and the bid security will not be forfeited. Article 7: Performance Bond and Payment Bond 7.1 Bond Requirements Delete paragraph 7.1.1 in its entirety and replace with the following: 7.1.1 Contractors shall pay the premium for and furnish Performance Bond and Payment Bond in the amount of the contract and payment to cover faithful performance of Contract and payment of all obligations arising thereunder. The bond shall be in force during the construction period and for the period of one (1) year guarantee period following. The Bonding Company shall be approved by the State of Minnesota to carry on business in Minnesota. The Performance Bond and Payment Bond shall be required on all labor only, material only and labor and material Contracts of $10,000.00 or more and shall be in an amount equal to 100% of the Contract price and shall guarantee the faithful performance of the Contract in accordance with the Contract Documents. Payment Bond will be required on all materials supplied for the Project. Premium cost of Bonds shall be included in the Contractor's Base Bid. SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00110-3 Section 00110 - Supplementary Instructions to Bidders Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 7.2 Time of Delivery and Form of Bond In the first sentence of paragraph 7.2.1 insert "through the Construction Manager" after the word "Owner." Article 8: Form of Agreement Between Owner and Contractor 8.1 Form to be Used In the first sentence of paragraph 8.1.1 replace the words: "AlA Document AlO1 " with "AlA Document AlOlICMa 1992." Article 9: Obligation of Bidder 9.1 Examination of Site and Documents Add the following paragraph 9.1.1 to Article 9: 9.1.1 Each Bidder is obligated to thoroughly examine and study all Contract Documents, Bid and Contract Forms, and Bidding Requirements, and to visit the Project site, to fully inform himself as to all conditions, requirements and other factors which will affect his bid or execution of the Work under the Contract Documents. By submitting a Bid, the Bidder represents that he has made such examination and study, that he understands the requirements of the Contact Documents and Bidding Requirements, that he is familiar with the project site, site conditions, and local conditions, and that his bid is made in conformance with all requirements. Add the following paragraph 9.1.2 to Article 9: 9.1.2 In examining the Project site, the Bidder shall fully inform himself and record his own investigation as to the conditions of the site and surrounding area, locations and accessibility, existing utilities and features, re-Iocations that might be necessary to accomplish the Work under the Contract, available facilities and difficulties that may be encountered therewith, other work that may be in progress thereon at the time the bid is submitted and other relevant matters which may affect this Bid or accomplishment of the Work under the Contract Documents. END OF SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00110-4 Section 00310 Bid Form Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 00310 - BID FORM TO: Independent School District #719 Prior Lake-Savage High School 7575 150lh Street West Savage, Minnesota 55378 DATE: FROM: Contractor Name The undersigned, having familiarized himself with the local conditions affecting the cost of the Work, the availability of materials and labor, and with the Drawings and Specifications (including Advertisement for Bids, Instructions to Bidders, Conditions of the Contract, and Addenda, if any thereto) as prepared by Wold Architects and Engineers, 305 St. Peter Street, St. Paul, Minnesota 55102, hereby proposes to furnish all labor, materials, equipment, and services required in compliance with the Contract Documents, within the time set forth therein, and at the prices stated below, to complete the Contract(s) noted below. CONTRACT(S) BID: The undersigned is submitting a bid for the Contract Number(s)/Title(s) as set forth in Specification Section 01012 as follows: ADDENDA: I (We) acknowledge receipt of the following addenda: Addendum No. Addendum No. Addendmn No. Addendum No, Dated: Dated: Dated: Dated: SINGLE CONTRACT BASE BID: (Indicate Contract Number and Title) Bidder agrees to perform all Work associated with the above referenced Contract for the sum of (list sum in both words and figures): Dollars $ BID FORM 00310 - 1 Section 00310 Bid Form Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation COMBINED CONfRACTS BASE BID: (Indicate Contract Number and Title) (Indicate Contract Number and Title) (Indicate Contract Number and Title) Bidder agrees to perform all Work associated with the above referenced Contracts for the sum of (list sum in both words and figures): Dollars $ SCHEDULE: We have reviewed the schedule requirements as specified in Section 01101 -Milestone Schedule, and hereby endorse them as they apply to the Work of this Contract, or make amendments to the specified progress schedule with reasons as follows: CONTRACT AND BOND: If awarded the Contract, the Undersigned agrees to execute an agreement within the specified time in the form of Standard Agreement of the American Institute of Architects, AlOlICMa, for the above stated compensation and provide the specified Performance Bond and Labor and Material Payment Bonds. BID SECURITY: Enclosed herewith is a certified check, cashier's check, or bid bond representing at least 5% of the maximum bid, made payable to Independent School District #719 as a bid guarantee, which it is agreed by the undersigned will be forfeited to Independent School District #719 as Liquidated Damage in the event I (We) fail to enter into a Contract and/or to provide the required Performance and Labor and Material Payment Bonds within the time period specified after acceptance of this Bid by the Owner. BID GUARANTEE: The undersigned agrees that the above prices are firm and not subject to escalation and will not be withdrawn or canceled withinforty-:five (45) days after the time fixed for receipt of bids. ACCEPTANCE OF BIDS: In submitting this bid, it is understood that Independent School District #719 reserves the right to accept any bid or combination of bids in their best interest, reject any or all bids, to accept any of the Alternates in any order, or reject any or all of the Alternates, and to waive minor discrepancies in bidding procedure. CHANGES IN WORK: In the event changes in Work necessitates a change in cost, the percentage applied for supervision, profit, and overhead will be in accordance with Article 7 of Supplementary Conditions. BID FORM 00310 - 2 , " Section 00310 Bid Form Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation BID SUBMISSION: The undersigned bidder has the legal status checked below: _ Individual/Sole Proprietor dba _ A Partnership consisting of Partners _ A Corporation, incorporated in the State of Legal name of firm, person or contractor Legal mailing address Phone # Fax # By Title Printed name By Signature Signed and Sealed this day of 2006. END OF BID FORM BID FORM 00310 - 3 ,J, .'='AIX Document A201/CMam -1992 General Conditions of the Contract for Construction where the Construction Manager is NOT a Constructor for the following PROJECT: (Name and location or address): Grainwood Elementary Kitchen Upgrades 5061 Minnesota Street Prior Lake, Minnesota 55372 1 GENERAL PROVISIONS ADDlnONS AND DELETIONS: The author of this document has added Information needed for its completion. The author may also have revised the text of the original AlA standard form. An Additions and Deletions Report that notes added information as well- as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AlA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. THE OWNER: (Name and address): Independent School District #719 15860 Fish Point Road SE P. O. Box 539 Prior Lake, Minnesota 55372 THE ARCHITECT: (Name and address): Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 TABLE OF ARTICLES 2 OWNER 3 CONTRACTOR 4 ADMINISTRATION OF THE CONTRACT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS 14 TERMINATION OR SUSPENSION OF THE CONTRACT AlA Document A201/CMaTN -1992. Copyright @1992byTheAmerican Institute of Architects. All rights reserved. WARNING: This AlAe Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAS Document, or any portion of It, 1 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 13:08:38 on 05'0212006 under Order No.1000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1819663835) INDEX Acceptance of Nonconforming Work Acceptance of Work Access to Work Accident Prevention Acts and Omissions Addenda Additional Costs, Claims for Additional Inspections and Testing Additional Time, Claims for ADMINISTRATION OF THE CONTRACT Advertisement or Invitation to Bid Aesthetic Effect Allowances All-risk Insurance Applications for Payment Approvals Arbitration Architect Architect, and Certificate 9.6.6,9.9.3. 12.3 9.6.6, 9.8,2, 9.9.3,9.10.1, 9.10.3 3.16, 6.2.1, 12.1 4.6.6, 10 3.2.1, 3,2.2, 3.3.2,3.12.8, 3.18,4.6,6, 4,6.2.,4.7.9, 8.3.1, 10.1.4, 10.2.5, 13.4.2, 13.7, 14.1 1.1.I,3.11 4.7.6,4.7.7, 4.7.9,6.1.1, 10.3 4.6.10,9.8.2, 12,2,1, 13.5 4.7.6,4.7.8, 4.7.9,8.3.2, 10.3 3.3.3,4, 9.4, 9.5 1.1.1 of Payment Architect, Definition of Architect, Extent of Authority 4.1.1 2.4,1,3.12,6, 4.6.6,4.7.2, 5.2, 6.3, 7.1.2,7.2.1, 7.4,9.2, 9.3.1,9.4, 9.5, 9,6,3, 9.8.2,9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14,2.4 3.3.3,3.12,8, 3.12.11, 4.6.5,4.6.6, 4.6.10, 4.6.12, 4.6.17, 4.6.19, 4.6.20,4.7.2, 5.2.1,7.4, 9.6.4 2.4, 9,8.2 11.3.1.1, 12,2.1, 12.2.4, 13.5.2, 13.5.3, 14.2.4 4,6,4.7.6, 4.7.7,4.8, 9.4, 9.5 2.4.1,3.5.1, 3.10.3, 3.12.6, 3.12.8, 3.18.3,4,6.12 3.5.1,4.6.10, 12.1.2, 12.2.1 1.3 4.6.10, 4.6.12, 4.6.18, 4.6,19, 4.6,20.4,7,2, 4.7,6,4.8.1, 4,8.4,4.9, 6.3, 8.1.3, 8.3.1,9.2, 9.4,9.5.1, 9.8.2,9.9.1, 10.1.2, Architect, Limitations of Authority and Responsibility Architect's Additional Services and Expenses 4.6.20, 4.9.1 3.8 11.3.1.1 4.6.9,7.3.7, 9.2, 9.3, 9.4, 9.5.1,9.6.3, 9.8.3,9,10.1, 9.10.3, 9.10.4, 11.1.3, 14.2.4 2.4, 3.3.3, 3.5,3.10.3, 3.12.4 through 3.12.8, 3.18.3, 4.6.12,9.3.2, 11.3.1.4, 13.4.2, 13.5 4.5,4.7.4, 4.9,8.3.1, 10,1.2, 11.3.9, 11.3.10 4.1 4.6.9 Architect's Administration of the Contract Architect's Approvals Architect's Authority to Reject Work Architect's Copyright Architect's Decisions AlA Document A2D1/CMaTII -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of it, 2 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/02/2006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) Architect's Inspections Architect's Instructions Architect's Interpretations Architect's On-Site Observations Architect's Project Representative Architect's Relationship with Contractor Architect's Relationship with Construction Manager Architect's Relationship with Subcontractors Architect's Representations Architect's Site Visits 13.5.2, 14.2.2, 14.2.4 4.6.5,4.6.16, 4.7.6,9.4.3, 9.8.2,9.9.2, 9,10.1, 13.5 4.6.10, 4.6.12,7.4.1, 9.4.3, 12.1, 13.5.2 4.6.18, 4.6.19,4.7.7 4.6.5,4.6.9, 4.7.6,9.4.3, 9.5.1,9.10.1, 13.5 4.6.17 Asbestos Attorneys' Fees A ward of Separate Contracts A ward of Subcontracts and Other Contracts for Portions of the Work Basic Definitions Bidding Requirements Boiler and Machinery Insurance Bonds, Lien Bonds, Perfonnance and Payment 4.6.16,4.7.6, 9.4.3,9.5.1, 9.8.2,9.9.2, 9.10.1, 13.5 10.1.2, 10.1.3,.1 O. 1.4 3.18.1, 9.10.2,10.1.4 6.1.1 5.2 1.1 1.1.1,1.1.7, 5.2.1, 11.4.1 11.3.2 9.10.2 7.3.6.4, 9.10.3, 11.3.9, 11.4 2.2.3,3.7.1 1.4 9.8,2 4.6.8, 4.6.9, 9.3.3, 9.4, 9.5,9.6.1, 9.6.6,9,7.1, 9.8.3,9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4 3.12.11, 13.5.4 9.3.2, 9.10.2, lLl.3 1.Ll,2.4,I, 3.8.2.4, 3.11.1, 4.6.13,4.7.3, 5.2.3, 7.1, 7.2,7.3.2, 8.3.1,9.3,1.1, 9.10.3, 11.3.1.2, 11.3.4, 11.3.9, 12.1.2 7.2.1 7.1 3.11,4.6.13, 4.6,14,7, 8.3.1, 9,3. I.l, 10.1.3 4.7.1 1.1.2, 3.2.1, 3.2.2,3.3.3, 3.5.1,3.7.3. 3.11,3.12.8, 3.12.11,3.16, 3.18,4.6.6, 4.6.7,4.6.10, 4.6.12, 4.6.19,5.2, 6.2.2,7.3.4. 9.8.2, 10.1.2, 10.1.4, 10.1.5, 11.3.7, 12.1, 13.5 1.1.2,2.4.1, 3.12;6, 3.12.8,4.6.8, 4.6.10, 4.6.14, 4,6.16, 4.6.18,6.3.1, 9.7.1,9.8, 9.9.1,9.9.2, 9.10.1, 9.10.2, 9.10.3, 12.2.4, 13.5.1, 13.5.2, 13.5.4, 14.2.4 1.1.2. 4.6.6, 4.6.7,4.6.10, 5.3.1, 9.6.3,9.6.4, 11.3.7 9.4.3,9.5.1, 9.10.1 4.6.5,4.6.9, Building Pennit Capitalization Certificate of Substantial Completion Certificates for Payment Certificates of Inspection, Testing or Approval Certificates of Insurance Change Orders Change Orders, Definition of Changes CHANGES IN mE WORK Claim, Definition of AlA Document A201/CMa™ -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, 3 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1000179982_2 which expires on 5/19/2006, and is not for resale. User Notes: (1987879578) Claims and Disputes Claims and Timely Assertion of Claims Claims for Additional Cost Claims for Additional Time Claims for Concealed. or Unknown Conditions Claims for Damages Claims Subject to Arbitration Cleaning Up Commencement of Statutory Limitation Period Commencement of the Work, Conditions Relating to Commencement of the Work, Definition of Communications, Owner to Architect Communications, Owner to Construction Manager Communications Facilitating Contract Administration Completion, Conditions Relating to COMPLETION, PAYMENTS AND Completion, Substantial Compliance with Laws 4.7,4.8,4.9, 6,2.5, 8.3,2. 9.3.1.2. 9.3.3, 9,10.4,10.1.4 4.9.6 4.7.6,4.7.7, 4.7,9,6.1.1, 10.3 4.6.9,4.7.6, 4.7.8,4.7.9. 8.3.2 4.7.6 Concealed or Unknown Conditions Conditions of the Contract 10.2.2, 11.1, 11.3,13.1, 13.5.1, 13.5.2, 13,6, 14.1.1, 14,2,1.3 4,7.6 1.1.1, 1.1.7, 6.1.1 1.3.1,3.12.8, 3.14.2,4.7.4. 4.9.5,9.3.2, 9.8,2,9.9.1, 9.10.2. 9.10.3. 10.12, 10.1.3, 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13.4.2 1.1.4, 6 7.3.1 1.1.1,4,6.13, 7.1,7.3, 9.3.1.1 4.2 2.2.3 4.7.2 4,6.7 3.10.1,3.10.2 4.2.1 3.11.1 3.12,6, 3.12,8. 4.3, 4,6,3,4.6.11, 7,1.2,7.2.1, 7.3.1,8.3,1, 9.2.1, 9.3.1, 9,4.1,9.4.3, 9.8.2,9.8.3, 9.9.1,12.1, 12.2.1, 12.2.4, 14.2.2, 14.2.4 4.6.6,4.6.10, 13.4.2 Consent, Written 3.18,4.7.9, 6.1.1,6.2.5, 8.3,2,9.5.1.2, 10.1.4 4.7.2,4.8.4, 4,6.1 3.15, 6.3 13.7 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS Construction Change Directive, Definition of Construction Change Directives AlA Document A201/CMalll-1992. Copyright @1992byTheAmerican Institute of Architects, All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of it, 4 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 0510212006 under Order No.1 000179982_2 which expires on 5/19/2006, and is not for resale. User Notes: (1987879578) 2.12,2.2.1, 3.2.1,3.2.2, 3.7.1,3.10,1 3,12.6,4.7,7, 5.2.1, 6.2.2, 8.1.2, 8.2.2, 9.2, 11.1.3, 11.3.6, 11.4.1 8,1.2 Construction Manager Construction Manager, and Building Permits Construction Manager, Claims against Construction Manager, Communications through Construction Manager, and Construction Schedule Construction Manager, Definition of Construction Manager, and Documents and Samples at the Site Construction Manager, Extent of Authority 2,2.6 2.2.6 3,9.14.6.7, 5.2.1 3.11,3.15, 4,6,5, 4,6.16, 4.7.2,9.4.2, 9.8,9,9,1, 9.10, 11.3.5, 12.2.2, 13.7.1 9 4.6.16. 4.7.5.2,8.1.1, 8.1.3,8.2.3. 9.8. 9.9.1, 12,2.2, 13.7 1.3.3.6,3.7, 3.13,4.1.1, Construction Manager, Limitations of Authority and Responsibility Construction Manager, and Submittals Construction Manager's Additional Services and Expenses Construction Manager's Administration of the Contract Construction Manager's Approval Construction Manager's Authority to Reject Work Construction Manager's Decisions Construction Manager's Inspections Construction Manager's On-Site Observations Construction Manager's Relationship with Architect Construction Manager's Relationship with Contractor 3.10.3 12.2.1, 12.2.4 4.6, 9.4, 9.5 2.4.1,3.10.3 4.6.10, 12.2.1 7.3.6,7.3.7, 7.3.8,9.3.1, 9.4.1,9.5,1 4.6.10,9.4.3, 9.8.2,9,9.2, 12,1.1 9.5.1 1.1.2,4.6.8, 4.6.10, 4.6.11, 4.6.14, 4.6.16, 4.6.18,6.3.1, 9.2,1,9.4.2, 9.4.3,9.51, 9.6.1,9.6.3, 9.8.2,9.8.3, 9.9.1,9.10.1, 9.10.2, 9.10.3, 11.1.3, 12.2.4, 13.5.1, 13.5.2, 13.504, 14.2.2, 14.2.4 3.2.1,3.2.2 3.3.1,3.3.3, 3.5.1,3.7.3, 3.10.1, 3.10.2, 3.10.3, 3.11.1, 3.12.5, 3.12.6, 3.12.8, 3.12.9, 3.12,10, 3.12.11, 3.13.2, 3.14.2, 3.15.2, 3.16.1, Construction Manager's Relationship with Owner Construction Manager's Relationship with Other Contractors and Owner's Own Forces Construction Manager's Relationship with Subcontractors Construction Manager's Representations Construction Manager's Site Visits Construction Schedules, Contractor's Contingent Assignment of Subcontracts Continuing Contract Performance Contract, Definition of CONTRACT, TERMINATION OR SUSPENSION OF THE Contract Administration Contract A ward and Execution, Conditions Relating to Contract Documents, The Contract Documents, Copies Furnished and Use of 3.17.1, 3.18.1, 3.18.3,4.6.3, 4.6.4,4.6.6, 4.6,11,5.2, 6.2.1,6.2.2, 7.1.2,7.2.1, 7.3.4,7.3.6, 7.3.9, 8.3.1, 9.2.1,9.3.1, 9.4.1,9.4.2, 9.4.3,9.7.1, 9.8.2,9.9.1, 9.10.1, 9.10.2, 9.10,3, 10.1.1, 10.1.2, 10.1.5, 10.2.6, 11.3.7,12.1, 13,5.1, 13.5.2, 13.5.3, 13.5.4 2.2.3,4.6.1, 4.6.2, 10.1.6 4.6.3 4.6.10,5.3.1, 9.6.3,9.6.4 9,4.3, 9.5.1 9.4.4,9.5.1 3.10,4.6.3, 4.6.4 5.4 4.7.4 1.1.2 4.7.7,5.4.1.1, 14 3.3.3,4, 9.4, 9.5 3.7.1,3.10, 5.2,9.2, 11.1.3, 11.3.6, 11.4.1 1.1, 1.2, 7 1.3,2.2.5,5.3 AlA Document A201/CMa.... -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document, or any portion of It, 5 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/02/2006 under Order No.1 000179982_2 which expires on 5/19/2006, and is not for resale. User Notes: (1987879578) Contract Documents, Definition of Contract . Performance During Arbitration Contract Sum Contract Sum, Definition of Contract Time Contract Time, Definition of CONTRACTOR Contractor, Definition of Contractor's Bid Contractor's Construction Schedules Contractor's Employees Contractor's Liability Insurance Contractor's Relationship with Other Contractors and Owner's Own Forces Contractor's Relationship with Subcontractors Contractor's Relationship with the Architect 1.1.1 4.6.19,5.2, 6,2,2,7.3.4, 4.7.4,4.9.3 9.2,9.3.1, 9.8.2, 3.8,4.7.6, 9.10,3,10.1.2, 4.7,7,4,8,4, 10.1.5, 5.2.3,7.2, 10.2.6, 7.3,9.1,9.7, 11.3.7,12.1, 11.3.1, 13.5 12.2.4, 12.3, Contractor's Relationship 1.1.2, 3.2.1, 14.2.4 with the Construction 3.2.2,3.3.1, 9.1.1 Manager 3.3.3,3.5.1, 3,7.3,3.7.4, 4.7.6,4,7.8,1, 3.10.1, 4.8.4, 7.2.1.3, 3.10.2, 7.3,8.2.1, 3.10.3, 8.3.1,9.7, 3.11.1, 12,1.1 3.12.5, 8.1.1 3.12.6, 3.12.8, 3 3,12.9, 3,1.1,6.1.2 3,12.11, 1.1.1 3.13.2, 3.10 3.14.2, 3.15.2, 3.3.2, 3.4.2, 3.16.1, 3.8.1,3.9, 3,17.1, 3.18,4.6.6, 3,18.1, 4.6,10,8.1.2, 3.18.3,4.6.3, 10,2, 10.3, 4.6,4,4.6.6,5.2,6.2.1, 11.1.1, 6.2.2,7.1.2,7.2.1,7.3.4, 14.2.1.1 7.3.6,7.3.9,8.3.1,9,2.1, 11.1,11.3.1.5 9.3.1, 9.4.1, 9.4.2, 9.4.3, 9.7.1,9.8.2,9.9.1, 3.12.5, 9.10.1,9,10.2,9.10.3, 3.14.2,4.6.3, 10.1.1,10.1.2, 10.1.5, 4.6.7, 12.2.5 10.2,6, 11.3.7, 12,1, 13.5.1, 1.2.4, 3.3.2, 13.5.2, 13.5.3, 13,5.4 3.18.1, Contractor's 1.2.2,3.5.1, 3.18.2,5.2, Representations 3.12,7,6.2.2, 5.3, 5.4, 8.2,1,9.3.3 9.6.2,11.3.7, Contractor's Responsibility 11.3.8, for Those 14,2.1.2 Performing the Work 3.3.2,3.18, 1.1.2,3.2.1, 4.6.6,10 3,2.2, 3.3,3, Contractor's Review of 1.2.2, 3.2, 3.5.1,3.7,3, Contract Documents 3,7.3 3.10.1, Contractor's Right to Stop 9.7 3.10.3, the Work 3,11.1, Contractor's Right to 14,1 3.12,6, Terminate the Contract 3.12.8, Contractor's Submittals 3.10,3.11, 3.12,9, 3.12,4.6,12, 3.16.1,3.18, 5.2.1,5.2.3, 4.6.6,4.6.7, 7.3.6,9.2, 4.6.10, 9.3.1,9.8.2, 4.6.12, 9.9.1,9.10.2, AlA Document A201/CMa11lll-1992. Copyright @1992byTheAmericanlnstituteoIArchitects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of It, 6 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at09:52:16 on 05/0212006 under Order No.1000179982_2 which expires on 5/19/2006, and is not lor resale. User Noles: (1987879578) ~ Contractor's Superintendent Contractor's Supervision and Construction Procedures Contractual Liability Insurance Coordination and Correlation Copies Furnished of Drawings. and Specifications Correction of Work Cost, Definition of Costs Cutting and Patching Damage to Construction of Owner or Other Contractors Damage to the Work Damages, Claims for Damages for Delay 9.10.3, 10.1.2,11.4.2 3.9, 10.2.6 Date of Commencement of the Work, Definition of Date of Substantial Completion, Definition of Day, Definition of Decisions of the Architect 9.5.1.6,9.7 8.1.2 8.1.3 8.1.4 4.6,4.7,6.3, 8.1.3,8.3.1, 9.2,9.4, 9.5.1,9.8.2, 9,9.1,10.1.2, 13.5.2, 14.2.2, 14.2.4 4.3, 7.3.6, 7.3,7,7.3.8, 9.3.1,9.4.1, 9.4.3,9.5.1 9.5,9.7, 14. I. 1.3 2.3, 2A, 3.5.1,4.6.1, 4.6.10,4.7.5, 9.5, 9.8.2, 9.9.1,10.2.5, 12, 13.7.1.3 3.5.1 1.1,2.1.1, 3.1,3.5.1, 3.12.1, 3.12.2, 3,12.3,4.I.l, 4.2.1,4.7.1, 5.1,6.1.1, 7.2.1,7.3.1, 7.3,6,8.1, 9.1,9.8.1 4.7.1,4,7.8.1, 4,7.8.2,6.1.1, 6.2.3,7.2.1, 7.3.1.3,7.3A, 7.3.5,7.3.8, 7.3.9,8.1.1, 8.3, 10.3.1, 14. 1.1 A 4.7,4.8,4.9, 6.2.5, 6.3, 7.3.8,9.3.1.2 3.11 1.1.5 1.1.1, 1.3, 1.2.4, 3.3, 3.4,4.6,6, 8.2,2, 8.2.3, 10 11.1.1.7. 11.2.1, 11.3.1.5 1.2.2, 1.2.4, 3.3.1,3.10, 3.12.7,6.2.1 1.3, 2.2.5, 3.11 Decisions of the Construction Manager AlA Document A201/CMa'" -1992. Copyright @1992byTheAmerican Institute of ArchUects. All rights reserved. WARNING: This AlA. Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA. Document, or any portion of It, 7 may result In severe civil and criminal penalties. and wili be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.1000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) 2.3, 2A, 3.2.1,4.6.1. 9.8.2,9.9.1, 12.1.2. 12.2, 13.7.1.3 7.3.6 2.4,3.2.1, 3.7A.3.8.2, 3.15.2.,4.7.6, 4.7.7.4.7.8.1, 5.2.3, 6.1.1, 6.2.3,6.3.1, 7.3.3.3, 7.3.6, 7.3,7,9.7. 9.8.2,9,10.2, 11.3.1.2,11.3. 1.3, 11.3.4, 11.3.9, 12.1, 12.2.1, 12.2.4, 12.2.5, 13.5, 14 3.14. 6.2.6 Decisions to Withhold Certification Defective or Nonconforming Work, Acceptance, Rejection and Correction of Defective Work, Definition of Definitions Delays and Extensions of Time 3.14.2,6.2.4, 9.5.1.5, 10.2.1.2, 10,2.5, 10.3, 11.1,11.3, 12.2.5 3.14.2,9.9.1, 10.2.1.2, 10.2.5, 10.3, 11.3 3.18,4.6.9, 6,1.1,6.2.5, 8.3.2,9.5.1.2, 10.1.4 6.1.1,8.3.3, Disputes Documents and Samples at the Site Drawings, Definition of Drawings and Specifications, Use and Ownership of 2.2.5,3.11, Fire and Extended 11.3.1.1, 5.3 Coverage Insurance 11.3.5, 11.3.7 Duty to Review Contract 3.2 GENERAL 1 Documents and Field PROVISIONS Conditions Governing Law 13.1 Effective Date of Insurance 8,2.2, 11.1.2 Guarantees (See Warranty Emergencies 4.7.7,10.3 and Warranties) Employees, Contractor's 3.3.2" 3.4.2, Hazardous Materials 10.1, 10.2.4 3.8.1,3.9, Identification of Contract 1.2.1 3.18.1, Documents 3.18.2,4.6.6, Identification of 5.2.1 4.6.10, 8.1.2, Subcontractors and 10.2, 10.3, Suppliers 11.1.1, Indemnification 3,17,3.18, 14.2.1.1 9,10.2, Equipment, Labor, 1.1.3, 1.1.6, 10.1.4, Materials and 3.4,3.5.1, 11.3.1.2, 3.8.2,3.12.2, 11.3.7 3,12.3, Information and Services 2.1.2, 2.2, 3.12.7, Required of the Owner 4.7.4, 6.2.6, 3.12.11,3.13, 9.3.2,9.6,1, 3.15.1, 9.6.4, 9.8.3, 4,6.12,6.2.1, 9.9.2,9.10.3, 7.3.6,9.3.2, 10.1.4, 11.2, 9.3.3, 11.3, 11.3, 13.5.1, 12.2.4, 13 .5.2 14,1.2, Injnry or Damage to 4.7.9 14.2.1, 14.2.2 Person or Property Execution and Progress of 1.2.3, 3.4.1, Inspections 3.3.3, 3.3.4, the Work 3.5.1,4.6.5, 3.7.1,4.6.5, 4,6.6,4.7.4, 4,6,6,4.6.16, 4.7.8, 6.2.2, 4.7.6,9.4.3, 7.1.3,8.2, 9.8.2,9.9,2, 8.3, 9.5, 9,10,1, 9.9.1, 10.2.3, 12,1.1,13.5 10.2.4 Instructions to Bidders 1.1.1 Execntion, Correlation 1.2,3.7.1 Instructions to the 3.8.1,4,6.13, and Intent of the Contractor 5.2.1, 7, 12.1, Contract. Documents 13.5.2 Extensions of Time 4.7.1,4.7.8, Insurance 4.7.9,6.1.1, 7,2,1.3,8.3, 7.3.6.4,9.3.2, 10.3,1 9.8.2,9.9.1, Failure of Payment by 9.5.1.3, 9,10,2,11 Contractor 14.2.1.2 Insurance, Boiler and 11.3.2 Failure of Payment by 4.7,7,9.7, Machinery Owner 14.1.3 Insurance, Contractor's 11.1, Faulty Work (See Liability 11.3,1.13 Defective or Insurance, Effective Date 8,2.2, 11.1.2 Nonconforming Work) of Final Completion and 4.6,1, 4.6.16, Insurance, Loss of Use 11.3.3 Final Payment 4.7.2,4.7.5, Insurance, Owner's 11.2, 11.3.1.3 9.10, 11.1.2, Liability 11.1.3, Insurance, Property 10.2.5,11.3 11.3.5, Insurance, Stored Materials 9.3.2, 12.3.1, 13.7 11.3.1.4 Financial Arrangements, 2.2.1 INSURANCE AND 11 Owner's BONDS AlA Document A201/CMa11l -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document is protected by U,S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of it, B may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.1000179982_2 which expires on 511912006. and is not for resale. User Notes: (1987879578) Insurance Companies, Consent to Partial Occupancy Insurance Companies, Settlement with Intent of the Contract Documents Interest Interpretation Interpretations, Written Joinder and Consolidation of Claims Required Judgment on Final A ward Labor and Materials, Equipment Labor Disputes Laws and Regulations Liens Limitation on Consolidation or Joinder Limitations, Statutes of Limitations of Authority Limitations of Liability 9.9.1,113.11 11.3.1 0 1.2.3, 3.12.4, 4.6.10, 4.6.12, 4.6.19, 4.6.20, 7,4 13.6 1.2.5,1,4, 1.5,4.1.1, 4.7,1,5.1, 6.1.2, 8.1.4 4.6.18, 4.6.19,4.7.7 4.9.5 Limitations of Time, General 3.18,4.6.10, 4.6.12, 4,6.19,6.2.2, 9,4.3,9.6,4, 9.10,4, lO,1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.5.2 2.2.1,2.2,4, 3.2.1,3.7.3, 3.8,2,3.10, 3.12.5, 3.15.1,4.6.1, 4,6.12, 4.6.18,4.7.2, 4.7.3,4.7.4, 4.7.6,.4.7,9, 4.6.4.2,5.2.1, 5,2.3, 6.2.4, 7.3.4,7.4, 8.2,9.2,9.5, 9.6,2, 9.8, 9.10, 11.1.3, 11.3.1, 11.3,2, 11.3.5, 11.3.6, 12.2.1, 12.2.2, 13.5, 13.7, 14.3 2.1.2,2.2.1, 2.4,3.10, 3.11,3.15.1, 4.6.1,4.6.18, 4.7,4.8,4.9, 5.3, 5.4, 7.3.5,7.3.9, 8.2, 9.3.1, 9.3.3,9.4.1, 9.6.1,9.7, 9.8.2,9.10.2, 11.1.3, 11.3.6, 11.3.10, 11.3.11, 12.2.2, 12,2,4, 12.2.6, 13,7, 14.1,14.2.2 11.3.3 1.3.1, 3.12.1, 4.6.7,4.6.10, 5.2.1,9.3.1, 9.3.1.2,9.3.3, 4.9.1,4.9,4.1, 4.9.7 1.1.3,1.1.6, 3.4,3.5.1, 3.8.2,3.12.2, 3.12.3, 3.12.7, 3,12,11,3.13, 3.15.1, 4.6.12,6.2.1, 7.3.6,9.3.2, 9.3.3, 12.2,4, 14.1.2, 14.2.1, 14.2.2 8.3.1 1.3,3.6,3.7, 3.13,4.Ll, 4.9.5,4.9.7, 9.9.1,10.2.2, 11.1,11.3, 13.1,13,4.1, 13.5.1, 13.5,2, 13.6 2.1.2,4.7.2, 4,7.5.1,8.2.2, 9.3.3,9.10.2 4.9.5 Limitations of Time, Specific AlA Document A201/CMatM -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, 9 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the Jaw. This document was produced by AlA software at 09::52:16 on 05/02/2006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) 4.9,4.2, 12.2.6,13.7 3.3.1,4.6.12, 4.6,17,5.2.2, 5.2.4,7,4, 11.3.10 2.3,3.2.1, 3.5,1,3.7.3, 3.12.8, 3.12.11,3.17, Loss of Use Insurance Material Suppliers Materials, Hazardous Materials, Labor, Equipment and Means, Methods, Techniques, Sequences and Procedures of Construction Minor Changes in the Work MISCELLANEOUS PROVISIONS Modifications, Definition of Modifications to the Contract Mutual Responsibility Nonconforming Work, Acceptance of Nonconforming Work, Rejection and Correction of Notice Notice, Written 9.4.3,9.6.5, 9,10.4 10.1,10.2.4 1.1.3, 1.1.6, 3.4.1,3.5.1, 3.8.2, 3,12.2, 3.12.3, 3.12.7, 3.12.11,3.13, 3.15.1, 4,6.12,6.2.1, 7.3.6,9.3.2, 9.3.3, 12.2.4, 14.1.2, 14.2.1, 14.2.2 Notice of Testing and Inspections Notice to Proceed Notices, Permits, Fees and 5.2.1,5.3, 5.4,1.1,8.2.2, 9.4.1,9.5.1, 9.7,9,10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4, 13.3, 13.5.2, 14 13,5.1, 13.5.2 8.2.2 2.2.3,3.7, 3,13,7.3.6.4, 10.2,2 4.6.5,4.6.9, 4.6.10,4.7.6, 9.4.4,9.5.1, 9.10.1, 12,1.1,13,5 9.4.4, 12.1.1 1.2.2, 3.2.2 9,6,6,9,8,1, 9.9, 11.3.11 4.6.5,4.6.16, 4.7.6,9.4.4, 9.8.2,9.9.2, 9.10.1 4.6.5, 4.6.9, 4.7.6,9.4.4, 9.5.1,9.10.1, 13.5 9.4.4,9.5.1 2.3, 3.9, 4.7.7,7, 8,2.2, 11.3,9, 12.1, 12.2, 13.5,2, 14.3,1 1.1.4,3.14.2, 4.6.7,4.9.5, 6, 11.3,7, 12.1.2, 12.2.5 2 2.1 2.1.2, 2.2, 4.6.2, 4.6,4, 6,9,10.1.4, 10.1.6, 11.2, 11.3, 13.5.1, 14.1.1.5, 14.1.3 3.8.1,5.2.1, 5.2.4,5.4.1, 7.3,1,8.2.2, 3.3.1,4.6.6, 4.6.12,9.4.3 1.1.1,4.6,13, 4,7.7,7.1,7.4 13 Observations, Architect's On-Site AJA Document A201/CMa™ - 1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AJA- Document, or any portion of It. 10 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the Jaw. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.1 000179982_2 which expires on 511912006. and is not for resale. User Notes: (1987879578) L:. 1.1.1 Observations, Construction Manager's On-Site Observations, Contractor's Occupancy 1.1.1,1.1.2, 3.7.3,3.11, 4.1.2,4.6.1, 5.2.3,7, 8.3.1,9.7 6.2 12.3 On-Site Inspections by the Architect On-Site Observations by the Architect 2.3.1,4.7.5.2, 9.52,9.8.2, 12, 13.7.1.3 2.3, 2.4, 3.2.1,3.2.2, 3,7.3,3.7.4, 3.9,3.12,8, 3.12.9,3.17, 4.7,4.8.4, 4.9,52.1, 5.3,5.4.1.1, 8.2.2,9.4.1, 9.5.1,9.7, 9.10,10.1.2, 10.2.6, 11.1.3, 11.3, 12,2.2, 12,2.4, 13.3, 13,5.1, 13.5.2, 14, 2.3, 2.4, 3.9, 3.12.8, 3.12.9,4.7, 4.8.4,4.9, On-Site Observations by the Construction Manager Orders, Written Other Contracts and Contractors OWNER Owner, Definition of Owner, Information and Services Required of the Owner's Authority Owner's Financial Capability Owner's Liability Insurance Owner's Loss of Use Insurance Owner's Relationship with Subcontractors Owner's Right to Carry Out the Work Owner's Right to Clean Up Owner's Right to Perform Construction with Own Forces andio Award. Other Contracts Owner's Right to Stop the Work Owner's Right to Suspend the Work Owner's Right to Terminate the Contract Ownership and Use of Architect's. Drawings, Specifications and.. Other Documents Partial Occupancy or Use Patching, Cutting and Patents, Royalties and Payment, Applications for Payment, Certificates for Payment, Failure of Payment, Final 9.3.1,9.3.2, 11.4.1, 12.2.4, 13.5.2, 14.2, 14.3.1 2.2,1, 14,1.1.5 11.2 Payment Bond, Performance Bond and Payments, Progress 11.3.5, 12.3.1 7.3,6.4, 9.10.3, 11.3.9, 11.4 4.7.4,9.3, 9.6, 9.8.3, 9.10.3, 13.6, 14.2.3 9,14 5.4.2, 9.5.1.3, 9.6.2,9.6.3, 9.6.4, 11.3,8, 14.2.1.2 10.1.2, 10.1.3, 10.1.4 7,3.6.4, 9.10.3, 11.3.9,11.4 2.2.3, 3.7, 3.13, 7.3.6.4, 10.2.2 10 10.1.2, 10.1.3, 10.1.4 3.12.2 3.11,3.12, 4,2.7 4.6.5,4.7.4, 8.2 4.7.4,9.3, 9.6, 9.8.3, 9.10.3,13.6, 14.2.3 1.1.4 1.1.7 2.2.5 4.6.17 10.2.5, 11.3 10 1.3,3.6,3,7, 3.13,4.1.1, 4.9.7,10.2.2, 11.1,11.3, 13.1,13.4, 13.5.1, 13.5.2, 13.6, 14 3.5.1,4.6.10, 12.2. 9.10.2 11.3.3 PAYMENTS AND COMPLETION Payments to Subcontractors AlA Document A201'CMaT1l-1992. Copyright @1992byTheAmerican Institute 01 Arch~ects. All rights reserved. WARNING: This AlA'" Doeument is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of it, 11 may result in severe civil and criminal penalties, and wlll be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/19/2006, and is not lor resale. User Notes: (1987879578) 1.1.2, 5.2.1, 5.4.1,9.6.4 2.4, 12.2.4, 14,2.2.2 6.3 PCB 6.1 Performance Bond and Payment Bond Permits, Fees and Notices 2.3,4.7.7 14.3 PERSONS AND PROPERTY, PROTECTION OF Polychlorinated Biphenyl 14.2 1.1.1, 1.3, 2.2.5,5.3 Product Data, Definition of Product Data and Samples, Shop Drawings Progress and Completion 9.6.6,9.9, 11.3.11 3.14, 6.2.6 3.17 4.6.9, 9,2, 9.3,9.4, 9.5.1,9.8.3, 9.10.1, 9.10.3, 9,10.4,14.2.4 4.6.9,4.6.16, 9.3.3, 9.4, 9.5,9.6.1, 9.6.6,9.7.1, 9.8.3,9.10.1, 9.10.3,13.7, 14.1.1.3, 14.2.4 4.7.7,9.5.1.3, 9.7,9.10.2, 14.1.1.3, 14.2.1.2 4.6.1, 4.6.16, 4.7.2,4.7.5, 9.10, 11.1.2., 11.1.3, Progress Payments Project, Definition of the Project Manual, Definition of the Project Manuals Project Representatives Property Insurance PROTECTION OF PERSONS AND PROPERTY Regulations and Laws Rejection of Work Releases of Waivers and Liens Representations Representatives Resolution of Claims and Disputes Responsibility for Those Performing the Work Retainage Review of Contract Documents and Field Conditions by Contractor Review of Contractor's Submittals. by Owner, Construction Manager and Architect Review of Shop Drawings, Product Data and Samples by Contractor Rights and Remedies Royalties and Patents Rules and Notices for Arbitration Safety of Persons and Property Safety Precautions and Programs Samples, Definition of Samples, Shop Drawings, Product.. Data and Samples attbe Site, Documents and Schedule of Values Schedules, Construction Separate Contracls and 1.2.2, 3.5.1, 3.12.7,6.2.2, 8.2.1,9.3.3, 9.4.3,9.5,1, 9.8,2,9.10.1 2.1.1,3.1.1, 3.9,4.1.1, 4.6.1, 4.6.17, 5.1.1,5.1.2, 13.2.1 4.8,4.9 3.3.2,4.6,6, 6,2,,10 9.3.1,9.6,2, 9,8.3,9.9.1, 9.10.2,9.10.3 1.2.2, 3.2, 3.7.3,3.12,7 Contractors Shop Drawings, Definition of Shop Drawings, Product Data and Samples 3.12.1 3.11,3.12, 4,6.11, 4,6,12,4.6.15 3.13,6.1.1, 6.2.1 1.2.2, 3.3.4, 4.6.5,4.6.16, 4,7.6,9.8,2, 9.10.1,13.5 4.6.5,4.6,9, 4,7,6,9.4, 9.5.1,9.8.2, 9.9.2,9.10.1, 13.5 4.6.10, 12.2.1, 13,5 1.1.6 1.1.1, 1.1.6, 1.1. 7, 1.2.4, 1.3, 3.11 4.9.4.2, ]2,2.6, 13.7 2.3,4.7.7, 9.7, 10.1.2, 10.3, 14.1 6.2.1, 9.3,2, 10.2.1.2, 11.3,1.4, 12.2.4 5.1.1 5 1.2.4, 3.3.2, 3.12.1,4.6.6, 4.6.10,5.3, 5.4 5.3,5.4, 9.3.1.2,9.6.2, 9.6.3,9.6,4, 10.2.1, 11.3.7, 11.3.8, 14.1.1, 14.2.1.2, 14.1.3 1.3, 3.2.3, 3.10,3.11, 3.12,4.6.12, 5.2.1,5.2.3, 7.3.6,9.2, 9.3,1, 9.8.2, 9.9.1,9.10.2, 9.10.3, 11.1.3 Site, Use of Site Inspections Site Visits, Architect's Special Inspections and Testing Specifications, Definition of the Specifications, The 3.10.1, 3.10.3, 3.11, 3,12,4.6.12. 4.6.16,5.2.1, 5.2.3, 9.2, 9.8,2 3.12.5 Statute of Limitations Stopping the Work AlA Document A201/CMa11l..., 1992. Copyright C> 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA'" Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AJA'" Document, or any portion of it, 12 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006. and is not for resale. User Notes: (1987879578) Stored Materials 1.1.2,2.3, 2.4,3.5.1, 3.15.2, 4,6.10,4.7.6, 4,9,5.3,6.1, 6.3,7.3.1, 8.3.1,9.5,1, 9.7,10.2.5, 10.3, 12.2,2, 12.2.4,13.4, 14 3.17 4.9.2 Subcontractor, Definition of SUBCONTRACTORS Subcontractors, Work by Subcontractual Relations 10.2 4.6.6,4.6.12, 10.1 3,12.3 3.11,3.12, 4.6.12 3.n Submittals 9.2,9.3.1 3.10 1.1.4 Subrogation. Waivers of Substantial Completion Substantial Completion, Definition of Substitution of Subcontractors Substitution of Architect Substitution of Construction Manager Substitutions of Materials Sub-subcontractor, Definition of Subsurface Conditions Successors and Assigns Superintendent Supervision and Construction Procedures Surety Surety, Consent of Surveys Suspension by the Owner for Convenience Suspension of the Work Suspension or Termination of the Contract Taxes termination by the Contractor Termination by the Owner for Cause Termination of the Architect Termination of the Construction Manager Termination of the Contractor TERMINATION OR SUSPENSION OF THE CONTRACT Tests and Inspections TIME Time. Delays and 6.1.1, 11.3.5, 11.3.7 4.6.16,8.1.1, 8.1.3,8.2.3, 9.8,9.9.1, 12.2.1, 12.2.2, 13.7 9.8.1 Extensions of Time Limits, Specific 8.3 2.1.2,2,2.1, 2.4,3.10, 4.6.18,4.7, 4.8.1,4,8.3, 4,8.4,4.9,1, 4.9.4.1, 4.9.4.2,5.3, 5.4, 7.3.5, 7.3.9,8.2, 9.2, 9.3.1, 9.3.3,9.4.1, 9,6.1,9.7, 9.8.2,9.10.2, 11.1.3, 11.3.6, 11.3.10, 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13.7, 14 4.7.2,4.7.3, 4.7.6,4.7.9, 4.8,4.9 9.3.2,9.3.3 12 12.1 4.7.6,8.3.1, 10.1 7.1.4, 7.3.3.2 1.1.1, 1.3, 2.2.5,3.12.7, 5.3 3.13, 6.1.1, 6.2.1 9.2, 9.3.1 4.7.5,4.9.1, 9.10.3 13.4.2 9.10.4, 11.3.7, 13.4.2 4.7.5,4.9.1, 9.9.3,9.10.3, 11.3.3, 11.3.5, 11.3.7, 13.4.2 9.10.2 6.1.1,11.3.5, 11.3.7 3.5,4.6.16, 4.7.5,9.3.3, 9.8.2,9.9.1, 12.2.2, 5.2.3,5.2.4 4.4 4.4 3.5.1 5.1.2 4.7.6 13.2 3.9, 10.2.6 1.2.4, 3.3, 3.4,4.6.6, 4.7.4,6.2.4, 7.1.3,7.3.4, 8.2,8.3.1, 10, 12, 14 4.8.1,4.8.4, 5.4.1.2, 9.10.2, 9.10.3, 14.2.2 9.10.2,9.10.3 2.2.2,3.18.3 14.3 Time Limits on Claims Title to Work UNCOVERING AND CORRECTION OF WORK Uncovering of Work Unforeseen Conditions Unit Prices Use of Documents AlA DDcument A201/CMaTU -1992. CDpyright @ 1992 by The American Institute Df Archnects. All rights reserved. WARNING: This AlA"' DDcument is prDtected by U.S. Copyright Law and InternatiDnal Treaties. Unauthorized reprDduction or distribution Df this AlA. DDcument, Dr any portion DIll, 13 may result in severe civil and criminal penalties, and will be prDsecuted to the maximum extent possible under the-law. This dDcument was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) 4.7.7,5.4.2, 14.1.1.4, 14.3 4.7.7,5.4.1.1, 14 3.6,7.3.6.4 14.1 Use of Site Values. Schedule of Waiver of Claims: Final Payment Waiver of Claims by the Architect Waiver of Claims by the Contractor Waiver of Claims by the Owner 5.4.1.1,14.2 4.4 4.4 14.2.2 14 3.3.3,4.6.10, 4.6.16,9.4.3, 12.2.1.13.5 8 4.7.8,7.2.1, Waiver of Liens Waivers of Subrogation Warranty and Warranties Weather Delays When Arbitration May Be Demanded Work, Definition of Written Consent Written Interpretations Written Notice 13.7.1.3 4.7,8.2 4.9.4 5.2.1,5.3, 5.4.1.1,8.2.2, 9.4, 9.5.1, 9.7,9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4,13.3, 13.5.2, 14 2.3, 3.9, 4.7.7,8.2.2, 11.3.9, 12,1, 12.2, 13.5.2, 14.3.1 1.1.3 1.3.1,3.12.8, 3.14.2,4.7.4, 4.9.5, 9.3.2, 9.8,2,9.9.1, 9.10.2, 9.10.3, 10.1.2, 10.1.3, 11.3.1, I 11.3.1.4, 11.3.11, 13.2, 13.4.2 4.6.18, 4.6.19,4.7.7 2.3, 2.4, 3.9, 3.12.8, 3.12.9,4.7.1, 4.7,6,4.7.9, 4.8.4,4.9,4.1, Written Orders AlA Document A201/CMal1ll -1992. Copyright @ 1992 by The American Institute 01 Architects. All rights reserved. WARNING: This AlA- Document is protected by U.S. Copyright law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of it, 14 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/02/2006 under Order No.1 000179982_2 which expires on 5/19/2006, and is not for resale. User Notes: (1987879578) ARTICLE 1 GENERAL PROVISIONS ~ 1.1 BASIC DEFINITIONS ~1.1.1THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter the Agreement). Conditions of the Contract (General, Supplementary and other Conditions). Drawings, Specifications, addenda issued prior to (:xecution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (I) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include other documents such as bidding requirements (advertisement or invitation to bid. Instructions to Bidders, sample forms, the Contractor's bid or portions of addenda relating to bidding requirements). ~ 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification, The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Architect and Contractor, (2) between the Construction Manager and Contractor, (3) between the Architect and Construction Manager, (4) between the Owner and a Subcontractor or Sub-subcontractor or (5) between any persons or entities other than the Owner and Contractor. The Construction Manager and Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of their duties. ~ 1.1,3 THEWORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. ~ 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by other Contractors and by the Owner's own forces including persons or entities under separate contracts not administered by the Construction Manager. ~ 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. ~ 1.1,6THESPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the Work, and performance of related services. ~ 1.1.7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the Work which may include the bidding requirements, sample forms; Conditions of the Contract and Specifications. ~ 1.2 EXECUTION, CORRELATION AND INTENT ~ 1.2.1 The Contract Documents shall be signed by the Owner and Contractor as provided in the Agreement. If either the Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify such unsigned Documents upon request. ~ 1.2.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. ~ 1.2.3 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent AlA Document A201/CMa™ -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of it, 15 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. ~ 1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade, ~ 1.2.5 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. ~ 1.3 OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS ~ 1.3.1 The Drawings, Specifications and other documents prepared by the Architect are instruments of the Architect's service through which the Work to be executed by the Contractor is described. The Contractor may retain one contract record set. Neither the Contractor nor any Subcontractor, Sub-subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents prepared by the Architect, and unless otherwise indicated the Architect shall be deemed the author of them and will retain all common law, statutory and other reserved rights, in addition to the copyright. All copies of them, except the Contractor's record set, shall be returned or suitably accounted for to the Architect, on request, upon completion of the Work. The Drawings, Specifications and other documents prepared by the Architect, and copies thereof furnished to the Contractor, are for use solely with respect to this Project. They are not to be used by the Contractor or any Subcontractor, Sub-subcontractor or material or equipment supplier on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner and Architect. The Contractor, Subcontractors, Sub-subcontractors and material or equipment suppliers are granted a limited license to use and reproduce applicable portions of the Drawings, Specifications and other documents prepared by the Architect appropriate to and for use in the execution of their Work under the Contract Documents. All copies made under this license shall bear the statutory copyright notice, if any, shown on the Drawings, Specifications and other documents prepared by the Architect. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's copyright or other reserved rights. ~ 1.4 CAPITALIZATION ~ 1.4.1 Terms capitalized in these General Conditions include those which are (1) specifically defined, (2) the titles of numbered articles or (3) the titles of other documents published by the American Institute of Architects. ~ 1.5 INTERPRETATION ~1.5.1 In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. ARTICLE 2 OWNER ~ 2.1 DEFINITION ~ 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughoutthe Contract Documents as if singular in number. The term "Owner" means the Owner or the Owner's authorized representati ve. ~ 2.1.2 The Owner upon reasonable written request shall furnish to the Contractor in writing information which is necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights, Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein at the time of execution of the Agreement and, within five days after any change, information of such change in title, recorded or unrecorded. ~ 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER ~ 2.2.1 The Owner shall, at the request of the Contractor, prior to execution of the Agreement and promptly from time to time thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. [Note: Unless such reasonable evidence were furnished on request prior to the execution of the Agreement. the prospective contractor would not be required to execute the Agreement or to commence the Work.] AlA Document A201/CMa™ -1992. Copyright @1992byTheAmericanlnstituteofArchitects. All rights reserved. WARNING: This AlA" Documenl is protected by U.S. Copyright law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of II, 16 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 0510212006 under Order No.1 000179982_2 which expires on 5119/2006, and is notlar resale. User Notes: (1987879578) . c" ~ 2.2,2 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. ~ 2.2.3 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. Unless otherwise provided under the Contract Documents, the Owner, through the Construction Manager, shall secure and pay for the building permit. ~ 2,2,4 Information or services under the Owner's control shall be furnished by the Owner with reasonable promptness to avoid delay in orderly progress of the Work. ~ 2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will be furnished, free of charge, such copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work. ~ 2.2.6 The Owner shall forward all communications to the Contractor through the Construction Manager and shall contemporaneously provide the same communications to the Architect. ~ 2.2.7 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Article 6 (Construction by Owner or by Other Contractors), Article 9 (Payments and Completion) and Article 11 (Insurance and Bonds). ~ 2.3 OWNER'S RIGHT TO STOP THE WORK ~ 2.3.1 If the Con.tractor fails to correct Work which is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or persistently fails to carry out Work in accordance with the Contract Documents, the Owner, by written order signed personally or by an agent specifically so empowered by the Owner in writing, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity. ~ 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK ~ 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may after such seven-day period give the Contractor a second written notice to correct such deficiencies within a second seven-day period. If the Contractor within such second seven-day period after receipt of such second notice fails to commence and continue to correct any deficiencies, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies, In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Construction Manager's and Architect's and their respective consultants' additional services and expenses made necessary by such default, neglect or failure,. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect, after consultation with the Construction Manager. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR ~ 3.1 DEFINITION ~ 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout this Agreement as if singular in number. The term "Contractor" means the Contractor or the Contractor's authorized representative. ~ 3.1.2 The plural term "Contractors" refers to persons or entities who perform construction under Conditions of the Contract that are administered by the Construction Manager, and that are identical or substantially similar to these Conditions. AlA Document A201/CMa™ -1992. Copyright @1992byTheAmerican Institute of Architects, All rights reserved. WARNING: This AlA- Document Is protected by U.S. C('Pyri9ht Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of it, 17 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/02/2006 under Order NO.1 000179982_2 which expires on 5'1912006, and is not for resale. User Notes: (1987879578) ~ 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR ~ 3.2.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner pursuant to Section 2.2.2 and shall at once report to the Construction Manager and Architect errors, inconsistencies or omissions discovered. The Contractor shall not be liable to the Owner, Construction Manager or Architect for damage resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency or omission and knowingly failed to report it to the Construction Manager and Architect. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Construction Manager and Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an. appropriate amount of the attributable costs for correction. ~ 3.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to the Construction Manager and Architect at once. ~ 3;2.3 The Contractor shall perform the Work in accordance with the Contract Documents and submittals approved pursuant to Section 3,12. ~ 3;3 SUPERVISION AND CONSTRUCTION PROCEDURES ~ 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under this Contract, subject to overall coordination of the Construction Manager as provided in Sections 4.6.3 and 4.6.4. ~ 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor, ~. 3.3.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Construction Manager or Architect in their administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. ~3.3.4 The Contractor shall inspect portions of the Project related to the Contractor's Work in order to determine that such portions are in proper condition to receive subsequent Work. ~3;4LABORAND MATERIALS ~ 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. ~ 3.4.2 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying. out the Contract The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. ~3.5 WARRANTY ~ 3.5.1 The Contractor warrants to the Owner, Construction Manager and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. If required by the Construction Manager or Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. /IJA Document A201/CMa'" -1992. Copyright @1992byTheAmerican Instilule of Architects. All rights reserved. WARNING: This AlAe Document is protected by U.S. Copyright Law and Inlernational Treaties. Unauthorized reproduction or distribution of this /IJAe Document, or any portion of it, 18 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This documenl was produced by AlA software at 09:52:16 on 0510212006 under Order No.1 000179982_2 which expires on 511912006. and is nottor resale. User Notes: (1987879578) ~ 3.6 TAXES ~ 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. ~ 3.7 PERMITS, FEES AND NOTICES ~3.7.1 Unless otherwise provided in the Contract Documents, the Owner shall secure and pay for the building permit and the Contractor shall secure and pay for all other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when bids are received or negotiations concluded. ~ 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules and regulations and lawful orders of public authorities bearing on performance of the Work. ~3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Construction Manager, Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. ~ 3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to the Construction Manager, Architect and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. ~ 3,8 ALLOWANCES ~ 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities against which the Contractor makes reasonable objection. ~ 3.8.2 Unless otherwise provided in the Contract Documents: ,1 materials and equipment under an allowance shall be selected promptly by the Owner to avoid delay in the Work; ,2 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; .3 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum and not in the allowances; ,4 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change OrdeL The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 3.8.2.2 and (2) changes in Contractor's costs under Section 3,8.2.3, ~ 3,9 SUPERINTENDENT ~ 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work, The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. ~ 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULE ~ 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information and the Construction Manager's approval a Contractor's Construction Schedule for the Work. Such schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project construction schedule to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. AlA Document A201fCMa no - 1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of it, 19 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.1 000179982_2 which expires on 5'1912006, and is not for resale. User Notes: (1987879578) ~ 3.10.2 The Contractor shall cooperate with the Construction Manager in scheduling and performing the Contractor's Work to avoid conflict, delay in or interference with the Work of other Contractors or the construction or operations of the Owner's own forces. fi 3.10.3 The Contractor shall prepare and keep current, for the Construction Manager's and Architect's approval, a schedule of submittals which is coordinated with the Contractor's Construction Schedule and allows the Construction Manager and Architect reasonable time to review submittals. ~ 3.10.4 The Contractor shall conform to the most recent schedules, ~ 3.11 DOCUMENTS AND SAMPLES AT THE SITE ~3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, addenda, Change Orders and other Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Product Data, Samples and similar required. submittals, These shall be available to the Construction Manager and Architect and shall be delivered to the Construction Manager for submittal to the Owner upon completion of the Work, ~ 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ~ 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. ~ 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and Qther information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. ~3.12.3Samples are physical examples which illustrate materials, equipment or workmanship and establish s~tandards by which the Work will be judged. ~3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The purpose of L'1eir submittal is to demonstrate for those portions of the Work for which submittals are required the way the Gontractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review by the Architect is subject to the limitations of Section 4.6.12. ~'3.12.5 The Contractor shall review, approve and submit to the Construction Manager, in accordance with the schedule and sequence approved by the Construction Manager, Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. The Contractor shall cooperate with the Construction Manager in the coordination ofthe Contractor's Shop Drawings, Product Data, Samples and similar submittals with related documents submitted by other Contractors. Submittals made by the Contractor which are not required by the Contract Documents may be returned without action. fi 3.12.6 The Contractor shan perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the Construction Manager and Architect. Such Work shall be in accordance with approved submittals. fi'3.12.7 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and has checked and coordinated the information contained within such s\lbmittals with the requirements of the Work and of the Contract Documents. ~.. 3.12.8 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Construction Manager's and Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Construction Manager and Architect in writing of such deviation at the time of submittal and the Construction Manager and Architect have given written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Construction Manager's and Architect's approval thereof, AlA Document A201/CMa TM - 1992, Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document is protected by U,S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, 20 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) .~ ~ 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Construction Manager and Architect on previous submittals. ~ 3.12.10 Informational submittals upon which the Construction Manager and Architect are not expected to take responsive action may be so identified in the Contract Documents. ~ 3,12,11 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Construction Manager and Architect shall be entitled to rely upon the accuracy and completeness of such calculations and certifications. ~ 3.13 USE OF SITE ~3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. ~ 3.13.2 The Contractor shall coordinate the Contractor's operations with, and secure the approval of, the Construction Manager before using any portion of the site. ~ 3.14 CUTTING AND PATCHIN.G ~3;14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. ~ 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner's own forces or of other Contractors by cutting, patching, excavating or otherwise altering such construction. The Contractor shall not cut or otherwise alter such construction by other Contractors or by the Owner's own forces except with written consent of the Construction Manager, Owner and such other Contractors; su(:h consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold from the other Contractors or the Owner the Contractor's consent to cutting or otherwise altering the Work. ~ 13.5 CLEANING UP ~ 13.5.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. ~ 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Construction Manager may do so with the Owner's approval and the cost thereof shall be charged to the Contractor. ~ 3.16 ACCESS TO WORK ~ 3.16.1 The Contractor shall provide the Owner, Construction Manager and Architect access to the Work in preparation and progress wherever located. ~ 3.17 ROYALTIES AND PATENTS ~ 3.17.1 The Contractor shall pay all royalties and license fees, The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner, Construction Manager and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. ~3.18INDEMNIFICATION ~3.18.1 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Construction Manager, Architect, Construction Manager's and Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by AlA Document A201/CMaTN -1992. Copyright @1992byTheAmerican Institute of Architects. All rights reserved. WARNING: This AlAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, 21 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Section 3.18. ~ 3.18.2 In claims against any person or entity indemnified under this Section 3.18 by an employee ofthe Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under this Section 3.18 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts. ~ 3.18.3 The obligations of the Contractor under this Section 3,18 shall not extend to the liability of the Construction Manager, Architect, their consultants, and agents and employees of any of them arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications, or (2) the giving of or the failure to give directions or instructions by the Construction Manager, Architect, their consultants, and agents and employees of any of them provided such giving or failure to give is the primary cause of the injury or damage. ARTICLE4 ADMINISTRATION OF THE CONTRACT ~ 4.1 ARCHITECT ~ 4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Architect" means the Architect or the Architect's authorized representative. ~4.2CONSTRUCTION MANAGER ~ 4.2.1 The Construction Manager is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Construction Manager" means the Construction Manager or the Construction Manager's authorized representative, ~ 4.3 Duties, responsibilities and limitations of authority of the Construction Manager and Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Construction Manager, Architect and Contractor. Consent shall not be unreasonably withheld. ~ 4.4 In case of termination of employment of the Construction Manager or Architect, the Owner shall appoint a construction manager or architect against whom the Contractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former construction manager or architect, respectively. ~ 4.5 Disputes arising under Sections.4,3 and 4.4 shall be subject to arbitration, ~ 4.6 ADMINISTRATION OF THE CONTRACT ~ 4.6.1 The Construction Manager and Architect will provide administration of the Contract as described in the Contract Documents, and will be the Owner's representatives (1) during construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to time during the correction period described in Section 12.2, The Construction Manager and Architect will advise and consult with the Owner and will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written instrument in accordance with other provisions of the Contract. ~ 4.6.2 The Construction Manager will determine in general that the Work is being performed in accordance with the requirements of the Contract Documents, will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. ~4.6.3 The Construction Manager will provide for coordination of the activities of other Contractors and of the Owner's own forces with the Work of the Contractor, who shall cooperate with them, The Contractor shall participate with other Contractors and the Construction Manager and Owner in reviewing their construction schedules when directed to do so. The Contractor shall make any revisions to the construction schedule deemed AlA Document A201/CMaTll-1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA. Document Is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AlA. Document, or any portion of It, 22 may result In severe civil and criminal penanles, and will be prosecuted to the maximum extent possible under the law, This document was produced by AlA software at 09:52:16 on 05/02/2006 under Order No.1 000179982_2 which expires on 511912006. and is not for resale. User Noles: (1987879578) necessary after a. joint review and mutual agreement. The construction schedules shall constitute the schedules to be used by the Contractor, other Contractors, the Construction Manager and the Owner until subsequently revised. ~ 4,6.4 The Construction Manager will schedule and coordinate the activities of the Contractors in accordance with the latest approved Project construction schedule. ~ 4.6.5 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the completed Work and to determine in general if the Work is being performed in a manner indicating that the Work, when completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on-site inspections to check quality or quantity of the Work, On the basis of on-site observations as an architect, the Architect will keep the Owner informed of progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. ~ 4.6.6 The Construction Manager, except to the extent required by Section 4.6.4, and Architect will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility as provided in Section 3.3, and neither will be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. Neither the Construction Manager nor the Architect will have control over or charge:of or be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the Work. ~ 4,6.7 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shalI communicate through the Construction Manager, and shall contemporaneously provide the same communications to the Architect. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with other Contractors shall be through the Construction Manager and shall be contemporaneously provided to the Architect. ~ 4,6.8 The Construction Manager will review and certify all Applications for Payment by the Contractor, including final payment. The Construction Manager will assemble each of the Contractor's Applications for Payment with similar Applications from other Contractors into a Project Application and Project Certificate for Payment. After reviewing and certifying the amounts .due the Contractors, the Construction Manager will submit the Project Application and Project Certificate for Payment, along with the applicable Contractors' Applications and Certificates for Payment, to the Architect. ~ 4.6.9 Based on the Architect's observations and evaluations of Contractors' Applications for Payment, and the certifications of the Construction Manager, the Architect will review and certify the amounts due the Contractors and will issue a Project Certificate for Payment. ~ 4.6.10 The Architect will have authority to reject Work which does not conform to the Contract Documents, and to require additional inspection or testing, in accordance with Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed, but will take such action only after notifying the Construction Manager. Subject to review by the Architect, the Construction Manager will have the authority to reject Work which does not conform to the Contract Documents. Whenever the Construction Manager considers it necessary or advisable for implementation of the intent of the Contract Documents, the Construction Manager will have authority to require additional inspection or testing of the Work in accordance with Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. The foregoing authority of the Construction Manager will be subject to the provisions of Sections 4.6.18 through 4.6.20 inclusive, with respect to interpretations and decisions of the Architect. However, neither the Architect's nor the Construction Manager's authority to act under this Section 4.6.10 nor a decision made by either of them in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect or the Construction Manager to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons performing any of the Work. ~ 4.6.11 The Construction Manager will receive from the Contractor and review and approve all Shop Drawings, Product Data and Samples, coordinate them with information received from other Contractors, and transmit to the AlA Document A201/CMa™ -1992. Copyright @1992byTheAmerican Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of It, 23 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/02/2006 under Order No.l000179982_2 which expires on 5/19/2006, and is not for resale. User Notes: (1987879578) Architect those recommended for approval. The Construction Manager's actions will be taken with such reasonable promptness as to cause no delay in the Work of the Contractor or in the activities of other Contractors, the Owner, or the Architect. ~ 4.6.12 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect's action will be taken with such reasonable promptness as to cause no delay in the Work of the Contractor or in the activities of the other Contractors, the Owner, or the Construction Manager, while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of detennining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents, The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3, 3.5 and 3,12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences or procedures, The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. ~ 4.6.13 The Construction Manager will prepare Change Orders and Construction Change Directives. ~ 4.6.14 Following consultation with the Construction Manager, the Architect will take appropriate action on Change Orders or Construction Change Directives in accordance with Article 7 and will have authority to order minor changes in the Work as provided in Section 7.4. ~ 4.6.15 The Construction Manager will maintain at the site for the Owner one record copy of all Contracts, Drawings, Specifications, addenda, Change Orders and other Modifications, in good order and marked currently to record all changes and selections made during construction, and in addition approved Shop Drawings, Product Data, Samples and similar required submittals. These will be available to the Architect and the Contractor, and will be delivered to the Owner upon completion of the Project. ~ 4.6.16 The Construction Manager will assist the Architect in conducting inspections to determine the dates of Substantial Completion and final completion, and will receive and forward to the Architect written warranties and related documents required by the Contract and assembled by the Contractor. The Construction Manager will forward to the Architect a final Project Application and Project Certificate for Payment upon compliance with the requirements of the Contract Documents. ~ 4.6.17 If the Owner and Architectagree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site, The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. ~ 4.6.18 The Architect will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of the Construction Manager, Owner or Contractor. The Architect's response to such requests will be made with reasonable promptness and within any time limits agreed upon. If no agreement is made concerning the time within which interpretations required of the Architect shall be furnished in compliance with this Section 4.6, then delay shall not be recognized on account of failure by the Architect to furnish such interpretations until 15 days after written request is made for them. ~ 4.6.19 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. ~ 4.6.20 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. AlA Document A201/CMalll-1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of it, 24 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was prodUCed by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not lor resale. User Notes: (1987879578) ~ 4.7 CLAIMS AND DISPUTES ~ 4.7.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. Claims must be made by written notice. The responsibility to substantiate Claims shall rest. with the party making the Claim. ~ 4.7.2 Decision of Architect. Claims, including those alleging an error or omission by the Construction Manager or Architect, shall be referred initially to the Architect for action as provided in Section 4.8. A decision by the Architect, as provided in Section 4.8.4, shall be required as a condition precedent to arbitration or litigation of a Claim between the Contractor and Owner as to all such matters arising prior to the date final payment is due, regardless of (1) whether such matters relate to execution and progress of the Work or (2) the extent to which the Work has been completed, The decision by the Architect in response to a Claim shall not be a condition precedent to arbitration or litigation in the event (I) the position of Architect is vacant, (2) the Architect has not received evidence or has failed to render a decision within agreed time limits, (3) the Architect has failed to take action required under Section 4.8.4 within 30 days after the Claim is made, (4) 45 days have passed after the Claim has been referred to the Architect or (5) the Claim relates to a mechanic's lien. ~ 4.7.3 Time Limits on Claims. Claims by either party must be made within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. Claims must be made by written notice. An additional Claim made after the initial Claim has been implemented by Change Order will not be considered unless submitted in a timely manner. ~4.7.4 Continuing Contract Performance. Pending final resolution of a Claim including arbitration, unless otherwise agreed in writing the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. ~ 4,7.5 Waiver of Claims: Final Payment. The making of final payment shall constitute a waiver of Claims by the Owner except those arising from: ,1 liens, Claims, security interests or encumbrances arising out of the Contract and unsettled; ,2 failure of theW ork to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. ~ 4.7.6 Claims for Concealed or Unknown Conditions. If conditions are encountered at the site which are (I) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first observance of the conditions, The Architect will promptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall so notify the Owner and Contractor in writing, stating the reasons. Claims by either party in opposition to such determination must be made within 21 days after the Architect has given notice of the decision. If the Owner and Contractor cannot agree on an adjustment in the Contract Sum or Contract Time, the adjustment shall be referred to th€: Architect for initial determination, subject to further proceedings pursuant to Section 4.8. ~ 4.7.7 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.3. If the Contractor believes additional cost is involved for reasons including but not limited to (I) a written interpretation from the Architect, (2) an order by the Owner to stop the Work where the Contractor was not at fault, (3) a written order for a minor change in the Work issued by the Architect, (4) failure of payment by the Owner, (5) termination of the Contract by the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed in accordance with the procedure established herein. AlA Document A201/CMal1l-1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion 01 It, 25 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not lor resale. User Noles: (1987879578) ~ 4.7.8 Claims for Additional Time. ~ 4.7.8.1 If the Contractor wishes to make Claim for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary. ~ 4.7.8.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. ~ 4.7.9 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, of any of the other party's employees or agents, or of others for whose acts such party is legally liable, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after first observance. The notice shall provide sufficient detail to enable the other party to investigate the matter. If a Claim for additional cost or time related to this Claim is to be asserted, it shall be flied as provided in Sections 4,7.7 or 4.7.8. ~ 4.8 RESOLUTION OF CLAIMS AND DISPUTES ~ 4.8.1 The Architect will review Claims and take one or more of the following preliminary actions within ten days of receipt of a Claim: (I) request additional supporting data from the claimant, (2) submit a schedule to the parties indicating when the Architect expects to take action, (3) reject the Claim in whole or in part, stating reasons for rejection, (4) recommend approval of the Claimby the other party or (5) suggest a compromise. The Architect may also, but is not obligated to. notify the surety, if any, of the nature and amount of the Claim, ~ 4.8,2 If a Claim has been resolved, the Architect will prepare or obtain appropriate documentation. ~ 4.8;3 If a Claim has not been resolved, the party making the Claim shall, within ten days after the Architect's preliminary response, take one or more of the following actions: (1) submit additional supporting data requested by the Architect, (2) modify the initial Claim or (3) notify the Architect that the initial Claim stands. ~ 4.8.4 If a Claim has not been resolved after consideration of the foregoing and of further evidence presented by the parties or requested by the Architect, the Architect will notify the parties in writing that the Architect's decision will be made within seven days, which decision shall be final and binding on the parties but subject to arbitration. Upon expiration of such time period, the Architect will render to the parties the Architect's written decision relative to the Claim, including any change in the Contract Sum or Contract Time or both, If there is a surety and there appears to bea possibility of a Contractor's default, the Architect may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy. ~4.9 ARBITRATION ~ 4.9.1 Controversies and Claims Subject to Arbitration. Any controversy or Claim arising out of or related to the Contract, or the breach thereof, shall be settled by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator or arbitrators may be entered in any court having jurisdiction thereof, except controversies or Claims relating to aesthetic effect and except those waived as provided for in Section 4.7.5. Such controversies or Claims upon which the Architect has given notice and rendered a decision as provided in Section 4,8.4 shall be subject to arbitration upon written demand of either party. Arbitration may be commenced when 45 days have passed after a Claim has been referred to the Architect as provided in Section 4.7 and no decision has been rendered. ~ 4.9.2 Rules and Notices for Arbitration. Claims between the Owner and Contractor not resolved under Section 4.8 shall, if subject to arbitration under Section 4.9.1, be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect, unless the parties mutually agree otherwise. Notice of demand for arbitration shall be filed in writing with the other party to the Agreement between the Owner and Contractor and with the American Arbitration Association, and copies shall be filed with the Construction Manager and Architect. ~ 4.9.3 Contract Performance During Arbitration. During arbitration proceedings, the Owner and Contractor shall comply with Section 4.7.4. AlA Document A201/CMalll-1992, Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document is protected by U,S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document, or any portion of It, 26 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA soltware at 09:52:16 on 05/02/2006 under Order No.1 000179982_2 which expires on 5/1912006, and is not lor resale. User Notes: (1987879578) ~ 4.9.4 When Arbitration May Be Demanded. Demand for arbitration of any Claim may not be made until the earlier 0[(1) the date on which the Architect has rendered a final written decision on the Claim, (2) the tenth day after the parties have presented evidence to the Architect or have been given reasonable opportunity to do so, if the Architect has not rendered a final written decision by that date, or (3) any of the five events described in Section 4.7.2. ~ 4.9,4.1 When a written decision of the Architect states that (1) the decision is final but subject to arbitration and (2) a demand for arbitration of a Claim covered by such decision must be made within 30 days after the date on which the party making the demand receives the final written decision, then failure to demand arbitration within said 30 days' period shall result in the Architect's decision becoming final and binding upon the Owner and Contractor. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence, butshall not supersede arbitration proceedings unless the decision is acceptable to all parties concerned, ~ 4.9.4.2 A dema.nd for arbitration shall be made within the time limits specified in Sections 4.9,1 and 4.9.4 and Section 4.9.4.1 as applicable, and in other cases within a reasonable time after the Claim has arisen, and in no event shall it be made after the date when institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute oflimitations as determined pursuant to Section 13,7. ~ 4.9,5 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract Documents shall include, by consolidation or joinder or in any other manner, the Construction Manager, the Architect, or the Construction Manager's or Architect's employees or consultants, except by written consent containing specific reference to the Agreement and signed by the Construction Manager, Architect, Owner, Contractor and any other person or entity sought to be joined. No arbitration shall include, by consolidation or joinder or in any other manner, parties other than the Owner, Contractor, other Contractors as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in arbitration. No persons or entities other than the Owner, Contractor or other Contractors as defined in Section 3.1.2 shall be included as an original third party or additional third party to an arbitration whose interest or responsibility is insubstantial, Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a dispute not described therein or with a person or entity not named or described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically enforceable under applicable law in any court having jurisdiction thereof. ~4.9,6 Claims and Timely Assertion of Claims. A party who files a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitration is permitted to be demanded. When a party fails to include a Claim through oversight, inadvertence or excusable neglect, or when a Claim has matured or been acquired subsequently, the arbitrator or arbitrators may permit amendment. ~4.9.7 Judgment on Final Award, The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof, ARTICLE 5 SUBCONTRACTORS ~ 5.1 DEFINITIONS ~ 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include other Contractors or subcontractors of other Contractors. ~5;1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term" Sub-subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub-subcontractor or an authorized representative of the Sub- subcontractor. ~ 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK ~ 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Construction Manager for review by the Owner, Construction Manager and Architect the names of persons or entities (including those who are to furnish AlA Document A201/CMalll-1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document, or any portion of It, 27 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 0510212006 under Order No.1 000179982_2 which expires on 5/19/2006. and is not for resale. User Notes: (1987879578) materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Construction Manager will promptly reply to the Contractor in writing stating whether or not the Owner, Construction Manager or Architect, after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Construction Manager to reply promptly shall constitute notice of no reasonable objection. ~ 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner, Construction Manager or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. ~. 5.2.3 If the Owner, Construction Manager or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner, Construction Manager or Architect has no reasonable objection. The Contract Sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued. However, no increase in the Contract Sum shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. ~5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the Owner, Construction Manager or Architect makes reasonable objection to such change. ~ 5.3 SUBCONTRACTUALRELATIONS ~5.3.1 By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Documents, assumes toward the Owner, Construction Manager and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner, Construction Manager and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors, The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors, ~. 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS ~5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor in writing; and ,2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. ~5.4.2 If the Work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted. ARTICLE 6 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS ~6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION WITH OWN FORCES AND TO AWARD OTHER CONTRACTS ~ 6;1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, which include persons or entities under separate contracts not administered by the Construction Manager, The Owner further reserves the right to award other contracts in connection with other portions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such Claim as provided elsewhere in the Contract Documents. AlA Document A201/CMa™ -1992. Copyright @1992byTheAmerican Institute of Architects. All rights reserved. WARNING: This AlA- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of It, 28 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 0510212006 under Order No.1 000179982_2 which expires on 511912006. and is not for resale. User Notes: (1987879578) ~ 6.1.2 When the Owner performs construction or operations with the Owner's own forces including persons or entities under separate contracts not administered by the Construction Manager, the Owner shall provide for coordination of such forces with the Work of the Contractor, who shall cooperate with them, ~ 6.1.3 Unless otherwise provided in the Contract Documents, when the Owner performs construction or operations related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights which apply to the Contractor under the Conditions of the Contract, including, without excluding others, those stated in this Article 6 and in Articles 3, 10, 11 and 12. ~ 6,2 MUTUAL RESPONSIBILITY ~ 6.2.1 The Contractor shall afford the Owner's own forces, Construction Manager and other Contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. ~ 6.2,2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner's own forces or other Contractors, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Construction Manager and Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's own forces or other Contractors' completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable, ~ 6.2,3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. ~ 6,2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed construction or partially completed construction or to property of the Owner or other Contractors as provided in Section 10.2.5. ~. 6.2.5 Claims and other disputes and matters in question between the Contractor and other Contractors shall be subject to the provisions of Section 4.7 provided the other Contractors have reciprocal obligations. ~ 6.2.6 The Owner and other Contractors shall have the same responsibilities for cutting and patching as are described for the Contractor in Section 3.14. ~ 6.3 OWNER'S RIGHT TO CLEAN UP ~ 6.3.1 If a dispute arises among the Contractor, other Contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish as described in Section 3.15, the Owner may clean up and allocate the cost among those responsible as the Construction Manager, in consultation with the Architect, determines to be just. ARTICLE 7 CHANGES IN THE WORK ~ 7.1 CHANGES ~ 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. ~ 7.1.2 A Change Order shall be based upon agreement among the Owner, Construction Manager, Architect and Contractor; a Construction Change Directive requires agreement by the Owner, Construction Manager and Architect and mayor may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by the Architect alone. ~ 7.1.3.Changes in the Work shall be performed under applicable provisions of the Contract Documents, and Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. AlA Document A201/CMaTJI-1992. Copyright @1992byTheAmerican Institute of Architects. All rights reserved. WARNING: This AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of it, 29 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possibie under the law. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.1 000179982_2 which expires on 5/19/2006. and is not for resale. User Notes: (1987879578) ~ 7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order or Construction Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. ~ 7.2 CHANGE ORDERS ~ 7.2.1 A Change Order is a written instrument prepared by the Construction Manager and signed by the Owner, Construction Manager, Architect and Contractor, stating their agreement upon all of the following: .1 a change in the Work; .2 the anmunt of the adjustment in the Contract Sum, if any; and ,3 the extent of the adjustment in the Contract Time, if any. ~ 7.2.2 Methods used in determining adjustments to the Contract Sum may include those listed in Section 7.3.3. ~ 7.3 CONSTRUCTION CHANGE DIRECTIVES ~. 7.3.1 A Construction Change Directive is a written order prepared by the Construction Manager and signed by the Owner, Construction Manager and Architect, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. ~ 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. ~ 7.3.3Jfthe Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 unit prices stated in the Contract Documents or subsequently agreed upon; .3 cost to be.determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 as provided in Section 7.3.6. ~ 7,3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Construction Manager and Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. ~ 7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of the Contractor therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. ~ 7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Construction Manager on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In such case, and also under Section 7.3.3.3, the Contractor shall keep and present, in such form as the Construction Manager may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Section 7.3.6 shall be limited to the following: .1 costs oflabor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers compensation insurance; .2 costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; .3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; AlA Document A201/CMa11l -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distributIon of this AlA- Document, or any portion of it, 30 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA sollware at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: . (1987879578) ~ .4 costs of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to the Wark; and .5 additional costs of supervision and field office personnel directly attributable to the change. ~. 7.3.7 Pending final determination of cost to the Owner, amounts not in dispute may be included in Applications for Payment The amount of credit to be allowed by the Contractor to the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Construction Manager. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. ~ 7.3.8 If the Owner and Contractor do not agree with the adjustment in Contract Time or the method for determining it, the adjustment or the method shall be referred to the Construction Manager for determination. ~ 7.3.9 When the Owner and Contractor agree with the determination made by the Construction Manager concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately issued through the Construction Manager and shall be recorded by preparation and execution of an appropriate Change Order. ~ 7.4 MINOR CHANGES IN THEWORK ~ 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order issued through the Construction Manager and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders promptly. ARTICLE 8 TIME ~ 8.1 DEFINITIONS ~ 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. ~ 8.1,2 The date of commencement of the Work is the date established in the Agreement. The date shall not be postponed by the failure to act of the Contractor or of persons or entities for whom the Contractor is responsible. ~ 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. ~ 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. ~ 8.2 PROGRESS AND COMPLETION ~8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. ~ 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor. The date of commencement of the Work shall not be changed by the effective date of such insurance. Unless the date of commencement is established by a notice to proceed given by the Owner, the Contractor shall notify the Owner in writing not less than five days or other agreed period before commencing the Work to permit the timely ftling of mortgages, mechanic's liens and other security interests. ~ 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. ~ 8.3 DELAYS AND EXTENSIONS OF TIME ~ 8.3.1 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner's own forces, Construction Manager, Architect, any of the other Contractors or an employee of any of them, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by other causes which AlA Document A201/CMa'" -1992. Copyright Ii:> 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of it, 31 may resultln severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5'1912006, and is not for resale. User Notes: (1987879578) the Architect, based on the recommendation of the Construction Manager, determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. ~8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Section 4.7. ~ 8.3.3 This Section 8,3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION ~ 9.1 CONTRACT SUM ~ 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. ~9.2 SCHEDULE OF VALUES ~9.2.1 Before the ftrst Application for Payment, the Contractor shall submit to the Architect, through the Construction Manager, a schedule of values allocated to various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule. unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. ~9.3 APPLICATIONS FOR PAYMENT ~ 9.3;1 At least fifteen days before the date established for each progress payment, the Contractor shall submit to the Construction Manager an itemized Application for Payment for Work completed in accordance with the schedule of values. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's rightto payment as the Owner, Construction Manager or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage if provided for elsewhere in the Contract Documents. ~ 9.3.1.1 Such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives but not yet included in Change Orders. ~ 9.3.1.2 Such applications may not include requests for payment of amounts the Contractor does not intend to pay to a Subcontractor or material supplier because of a dispute or other reason. , ~ 9.3.2 Unless otherwise provided intheContract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Paymentfor materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such r,naterials and equipment or otherwise protect the Owner's interest, and shall include applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. ~ 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner 110 later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. ~9.4 CERTIFICATES FOR PAYMENT ~9.4.1 The Construction Manager will assemble a Project Application for Payment by combining the Contractor's applications with similar applications for progress payments from other Contractors and, after certifying the amounts due on such applications, forward them to the Architect within seven days. ~ 9.4.2 Within seven days after the Architect's receipt of the Project Application for Payment, the Construction Manager and Architect will either issue to the Owner a Project Certificate for Payment, with a copy to the Contractor, for such amount as the Construction Manager and Architect determine is properly due, or notify the Contractor and Owner in writing of the Construction Manager's and Architect's reasons for withholding AlA Document A201/CMa"" -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA'" Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution at this AlA'" Document, or any portion ot II, 32 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1000179982_2 which expiras on 5/1912006, and is not for resale. User Notes: (1987879578) certification in whole or in part as provided in Section 9.5. t. Such notification will be forwarded to the Contractor by the Construction Manager. ~9,4.3The issuance of a separate Certificate for Payment or a Project Certificate for Payment will constitute representations made separately by the Construction Manager and Architect to the Owner, based on their individual observations at the site and the data comprising the Application for Payment submitted by the Contractor, that the Work has progressed to the point indicated and that, to the best of the Construction Manager's and Architect's knowledge, information and belief, quality of the Work is in accordance with the Contract Documents, The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion and to specific qualifications expressed by the Construction Manager or Architect. The issuance of a separate Certificate for Payment or a Project Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a separate Certificate for Payment or a Project Certificate for Payment will not be a representation that the Construction Manager or Architect has (1) made exhaustive or continuous on-site inspections to check the quality or quantity of the Work, (2) reviewed the Contractor's construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. ~ 9.5 DECISIONS TO WITHHOLD CERTIFICATION ~ 9.5.1 The Construction Manager or Architect may decide not to certify payment and may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Construction Manager's or .Architect'sopinion the representations to the Owner required by Section 9.4.3 cannot be made, If the ConstructionManager or Architect is unable to certify payment in the amount of the Application, the Construction Manager or Architect will notify the Contractor and Owner as provided in Section 9.4.2. If the Contractor, Construction Mlmager and Architect cannot agree on a revised amount, the Construction Manager and Architect will promptly issue a. Certificate for Payment for the amount for which the Construction Manager and Architect are able to make such representations to the Owner. The Construction Manager or Architect may also decide not to certify payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Construction Manager's or Architect's opinion to protect the Owner from loss because of: .1 defective Work notremedied; ,2 third party claims filed or reasonable evidence indicating probable filing of such claims; .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; ,4 n~asonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 persistent failure to carry out the Work in accordance with the Contract Documents. ~ 9,5.2 When the: above reasons for withholding certification are removed, certification will be made for amounts previously withheld. ~ 9.6 PROGRESS PAYMENTS ~ 9.6.1 After the Construction Manager and Architect have issued a Project Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify the Construction Manager and Architect. ~9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the amountpaid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub-subcontractors in similar manner. AlA Document A201/CMa11l -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U,S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of II, 33 may resullln severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under Ihe law. This documenl was produced by AlA software al 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) ~ 9.6.3 The Construction Manager will, on request, furnish to a Subcontractor, if practicable, information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Owner, Construction Manager and Architect on account of portions of the Work done by such Subcontractor. ~ 9.6.4 Neither the Owner, Construction Manager nor Architect shall have an obligation to payor to see to the payment of money to a Subcontractor except as may otherwise be required by law. ~ 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Sections 9.6.2, 9.6.3 and 9.6,4. ~ 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents, ~ 9.7 FAILURE OF PAYMENT ~9.7.1 If, through no fault of the Contractor, 1) the Construction Manager and Architect do not issue a Project Certificate for Payment within fourteen days after the Construction Manager's receipt of the Contractor's Application for Payment or 2) the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount certified by the Construction Manager and Architect or awarded by arbitration, then the Contractor may, upon seven additional days' written notice to the Owner, Construction Manager and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut-down, delay and start-up, which shall be accomplished as provided in Article 7. ~ 9.8 SUBSTANTIAL COMPLETION ~9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. ~ 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor and Construction Manager shall jointly prepare and submit to the Architect a comprehensive list of items to be completed or corrected. The Contractor shall proceed promptly to complete and correct items on the list. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. Upon receipt of the list, the Architect, assisted by the Construction Manager, will make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the Architect's inspection discloses any item, whether or not included on the list, which is not in accordance with the requirements of the Contract Documents, the Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. The Contractor shall then submit a request for another inspection by the Architect, assisted by the Construction Manager, to detennine Substantial Completion, When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work andjnsurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. ~ 9.8.3 Upon Substantial Completion of the Work or designated portion thereof and upon application by the Contractor and certification by the Construction Manager and Architect, the Owner shall make payment, reflecting adjustment in retainage, if any, for such Work or portion thereof as provided in the Contract Documents. ~UPARTIAL OCCUPANCY OR USE ~ 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer as required under Section 11.3.11 and authorized by public authorities having jurisdiction over the Work. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, AlA Document A201/CMa™ -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of It, 34 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/19/2006, and is notfor resale. User Notes: (1987879578) , ' retainage if any, security, maintenance. heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor and Construction Manager shall jointly prepare and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of the Architect after consultation with the Construction Manager. ~ 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Construction Manager, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to detennine and record the condition of the Work. ~9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. ~ 9.10 FINAL COMPLETION AND FINAL PAYMENT ~ 9.10.1 Upon completion of the Work, the Contractor shall forward to the Construction Manager a written notice that the Work is ready for final inspection and acceptance and shall also forward to the Construction Manager a final Contractor's Application for Payment. Upon receipt, the Construction Manager will forward the notice and Application to the Architect who will promptly make such inspection. When the Architect, based on the recommendation of the Construction Manager, finds the Work acceptable under the Contract Documents and the Contract fully performed, the Construction Manager and Architect will promptly issue a final Certificate for Payment stating that to the best of their knowledge, information and belief, and on the basis of their observations and inspections,. the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in said final Certificate is due and payable. The Construction Manager's and Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. ~ 9.10.2 Neither tinal payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect through the Construction Manager (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or other wise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. ~. 9.1 0.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Construction Manager and Architect so confirm, the Owner shall, upon application by the Contractor and certification by the Construction Manager and Architect, and without tenninating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the, Architect through the Construction Manager prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. The making of final payment shall constitute a waiver of Claims by the Owner as provided in Section 4.4.5. AlA Document A201/CMa™ -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of It, 35 may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software al 09:52:16 on 05/02/2006 under Order No.1 000179982_2 which expires on 5'1912006, and is not for resale. User Notes: (1987879578) ~ 9.10.4 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. Such waivers shall be in addition to the waiver described in Section 4.7.5. ARTICLE10 PROTECTION OF PERSONS AND PROPERTY ~ 10.1 SAFETY PRECAUTIONS AND PROGRAMS ~ 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. The Contractor shall submit the Contractor's safety program to the Construction Manager for review and coordination with the safety programs of other Contractors. ~ 10.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition to the Owner, Construction Manager and Architect in writing, The Work in the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl (PCB), or when it has been rendered harmless, by written agreement of the Owner and Contractor, or in accordance with final determination by the Architecton which arbitration has not been demanded, or by arbitration under Article 4. ~ 10.1.3 The Contractor shall not be required pursuant to Article 7 to perform without consent any Work relating to asbestos or polychlorinated biphenyl (PCB). ~ 10.1.4To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Construction Manager, Architect, their consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Owner, anyone directly or indirectly employed by the Owner or anyone for whose acts the Owner may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Section 10. I .4. ~ 10.1.5 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the Owner, Construction Manager and Architect in writing. The Owner, Contractor, Construction Manager and Architect shall then proceed in the same manner described in Section 10.1.2. ~<1 0.1.6 The Owner shall be responsible for obtaining the services of a licensed laboratory to verify a presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to verify that it has been rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor, Construction Manager and Architect the names and qualifications of persons or entities. who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of such material or substance. The Contractor, the Construction Manager and the Architect will promptly reply to the Owner in writing stating whether or not any of them has reasonable objection to the persons or entities proposed by the Owner. If the Contractor, Construction Manager or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor, the Construction Manager and the Architect have no reasonable objection. ~ 10.2 SAFETY OF PERSONS AND PROPERTY ~ 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: .1 employees on the Work and other persons who may be affected thereby; AlA Document A2D1/CMa'l1ll-1992. Copyright @ 1992 by The American Institute 01 Architects. All rights reserved. WARNING: This AlAe Document Is protected by U,S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of It, 36 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 0510212006 under Order No. 1 000179982_2 which expires on 5'1912006, and is not for resale. User Notes: (1987879578) .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub- subcontractors; ,3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction; and .4 construction or operations by the Owner or other Contractors. ~ 10,2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. ~ 10,2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. ~ 10.2.4 When use for storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carryon such activities under supervision of properly qualified personnel. ~ 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2, 10.2.1.3 and 10.2.1.4 caused in whole or in part by the Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 10.2,1.2, 10.2.1.3 and 10.2.1.4, except damage or loss attributable to acts or omissions of the Owner, Construction Manager or Architect or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Section 3.18. ~ 10.2,6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents, This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner, Construction Manager and Architect. ~ 10.2,7 The Contractor shall not load or pennit any part of the construction or site to be loaded so as to endanger its safety. ~ 10,3 EMERGENCIES ~ 10.3.1 In an emergency affecting safety or persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be detennined as provided in Section 4.7 and Article 7. ARTICLE 11 INSURANCEANDBONDS ~ 11.1 CONTRACTOR'S LIABILITY INSURANCE ~ 11.1.1 The Contractor shallpurchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: .1 claims under workers compensation, disability benefit and other similar employee benefit acts which are applicable to the Work to be performed; .2 claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees; .4 claims for damages insured by usual personal injury liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by another person; AlA Document A201/CMalN -1992. Copyright @1992byTheAmerican Institute of Arch~ects, All rights reserved. WARNING: This AlA- Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of it, 37 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05'0212006 under Order No.1000179982_2 which expires on 5/19/2006, and is not for resale. User Notes: (1987879578) .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; ,6 claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle; and .7 claims involving contractual liability insurance applicable to the Contractor's obligations under Section 3.18. ! 11.1.2 The insurance required by Section 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims-made basis, shall be maintained without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be maintained after final payment. ! 11.1.3 Certificates of insurance acceptable to the Owner shall be submitted to the Construction Manager for transmittal to the Owner with a copy to the Architect prior to commencement of the Work, These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Paymentas required by Section 9,10.2, Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's information and belief. !11.2 OWNER'S LIABILITY INSURANCE ~11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. Optionally, the Owner may purchase and maintain other insurance for self-protection against claims which may arise from operations under the Contract. The Contractor shall not be responsible for purchasing and maintaining this optional Owner's liability insurance unless specifically required by the Contract Documents. ~ 11.3 PROPERTY INSURANCE ! 11.3.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance in the amount of the initial Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without voluntary deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance. until final payment has been made as provided in Section 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this Section 11,3 to be covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the Work. ~11.3.1.1Property insurance shall be on an "all-risk" policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse,falsework, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's services and expenses required as a result of such insured loss. Coverage for other perils shall not be required unless otherwise provided in the Contract Documents. ~.11.3.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and Sub-subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so notifying the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. ~ 11.3.1.3 If the property insurance requires minimum deductibles and such deductibles are identified in the Contract Documents, the Contractor shall pay costs not covered because of such deductibles. If the Owner or insurer increases the required minimum deductibles above the amounts so identified or if the Owner elects to purchase this AJA Document A201/CMa™ - 1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAe Document Is protected by U.S. Copyright Law and InternaUonal Treaties. Unauthorized reproduction or distribution of this AJA- Document, or any portion of it, 38 may result In severe civil and criminal penahles, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.1 000179982_2 which expires on 5/1912006. and is not for resale. User Notes: (1987879578) ,! " insurance with voluntary deductible amounts, the Owner shall be responsible for payment of the additional costs not covered because of such increased or voluntary deductibles. ~.11.3.1.4 Unless otherwise provided in the Contract Documents, this property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. ~ 11.3.1,5 The insurance required by this Section 11.3 is not intended to cover machinery, tools or equipment owned or rented by the Contractor which are utilized in the performance of the Work but not incorporated into the permanent improvements. The Contractor shall, at the Contractor's own expense, provide insurance coverage for owned or rented machinery, tools or equipment which shall be subject to the provisions of Section 11.3.7. ~ 11.3.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Construction Manager, Contractor, Subcontractors and Sub-subcontractors in the Work, and the Owner and Contractor shall be named insureds. ~ 11.3.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other hazards however caused. ~ 11.3.4 If the Contractor requests in writing that insurance for risks other than those described herein or for other special hazards be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. ~ 11.3.5 If during the Project construction period the Owner insures properties, real or personal or both, adjoining or adjacent to the site by property insurance under policies separate from those insuring the Project, or if after final payment.property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Pr~ject during the construction period, the Owner shall waive all rights in accordance with the terms of Section I 1.3.7 for damages caused by fire or other perils covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. ~ 11.3.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Section 11.3. Each policy shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Contractor. ~.11.3.7 Waivers of Subrogation. The Owner and Contractor waive all rights against each other and against the Construction Manager, Architect, Owner's other Contractors and own forces described in Article 6, if any, and the subcontractors, sub-subcontractors, consultants, agents and employees of any of them, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this Section 11.3 or other property insurance applicable to the Work, except such rights as the Owner and Contractor may have to the proceeds of such insurance held by the Owner as fiduciary, The Owner or Contractor, as appropriate, shall require of the Construction Manager, Construction Manager's consultants, Architect, Architect's consultants, Owner's separate contractors described in Article 6, if any, and the subcontractors, sub-subcontractors, agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indenmification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. ~ 11,3.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 1 1.3.10. The Contractor shall pay Subcontractors their just shares of AlA Document A201/CMalll -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, 39 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05'0212006 under Order No.1 000179982_2 which expires on 5/19'2006, and is not for resale. User Notes: (1987879578) insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub-subcontractors in similar manner. ~ 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties, The cost of required bonds shall be charged against proceeds received as fiduciary, The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute in accordance with such agreement as the parties in interest may reach, or in accordance with an arbitration award in which case the procedure shall be as provided in Section 4.9. If after such loss no other special agreement is made, replacement of damaged property shall be covered by appropriate Change Order. ~ 11.3.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if such objection be made, arbitrators shall be chosen as provided in Section 4,9. The Owner as fiduciary shall, in that case, make settlement with insurers in accordance with directions of such arbitrators. If distribution of insurance proceeds by arbitration is required. the arbitrators will direct such distribution, ~ 11.3.11 Partial occupancy or use in accordance with Section 9.9 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and. the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance, U1.4 PERFORMANCE BOND AND PAYMENT BOND ~ 11.4.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. ~ 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy to be made. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK ~ 12.1 UNCOVERING OFWORK ~ 12.1.1 If a portion of the Work is covered contrary to the Construction Manager's or Architect's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by either, be uncovered for their observation and be replaced at the Contractor's expense without change in the Contract Time. ~ 12.1.2 If a portion of the Work has been covered which the Construction Manager or Architect has not specifically requested to observe prior to its being covered, the Construction Manager or Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents. costs of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner. If such Work is not in accordance with the Contract Documents, the Contractor shall pay such costs unless the condition was caused by the Owner or one of the other Contractors in which event the Owner shall be responsible for payment of such costs, ~.12.2 CORRECTION OF WORK ~ 12.2.1 The Contractor shall promptly correct Work rejected by the Construction Manager or Architect or failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected Work, including additional testing and inspections and compensation for the Construction Manager's and Architect's services and expenses made necessary thereby. ~ 12.2.2If, within one year after the date of Substantial Completion of the Work or designated portion thereof, or after the date for commencement of warranties established under Section 9,9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. This period of one year shall be extended with respect to portions of Work first performed after Substantial /lJA Document A201/CMa.... -1992. Copyright @ 1992 by The American InstilUle of Architects. All rights reserved. WARNING: This AlAe Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, 40 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No.1 000179982_2 which expires on 5/19/2006. and is not for resale. User Noles: (1987879578) Completion by the period of time between Substantial Completion and the actual performance of the Work. This obligation under this Section 12,2,2 shall survive acceptance of the Work under the Contract and termination of the Contract. The Owner shall give such notice promptly after discovery of the condition. ~ 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. ~ 12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accordance with Section 2.4. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from the Architect issued through the Construction Manager, the Owner may remove it and store the salvable materials or equipment at the Contractor's expense. If the Contractor does not pay costs of such removal and storage within ten days after written notice, the Owner may upon ten additional days' written notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting costs and damages that should have been borne by the Contractor, including compensation for the Construction Manager's and Architect's services and expenses made necessary thereby. If such proceeds of sale do not cover costs which the Contractor should have borne, the Contract Sum shall be reduced by the deficiency. If payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. ~ 12.2,5The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of the Owner or other Contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. ~ 12.2.6 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents, Establishment of the time period of one year as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nono the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. ~ 12.3 ACCEPTANCE OF NONCONFORMING WORK ~ 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUSPROVlSIONS ~ 13.1 GOVERNING LAW ~ 13.1.1 The Contract shall be governed by the law of the place where the Project is located. ~ 13.2 SUCCESSORS AND ASSIGNS ~ 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Contract Documents. Neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. ~ 13.3WRITTEN NOTICE ~ 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last business address known to the party giving notice. ~ 13.4 RIGHTS AND REMEDIES ~ 13,4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available bylaw, AlA Document A2D1ICMalll-1992. Copyright @1992byTheAmerican Institute of Architects. All rights reserved. WARNING: This AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of it, 41 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.l000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) ~ 13.4.2 No action or failure to act by the Owner, Construction Manager, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing, ~ 13.5 TESTS AND INSPECTIONS ~ 13.5.1 Tests, inspections and approvals of portions ofthe Work required by the Contract Documents or by laws, ordinances, rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Construction Manager and Architect timely notice of when and where tests and inspections are to be made so the Construction Manager and Architect may observe such procedures. The Owner shall bear costs of tests, inspections or approvals which do not become requirements until after bids are received or negotiations concluded, ~ 13.5.2 If the Construction Manager, Architect, Owner or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection or approval not included under Section 13.5.1, the Construction Manager and Architect will, upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Construction Manager and Architect of when and where tests and inspections are to be made so the Construction Manager and Architect may observe such procedures. The Owner shall bear such costs. except as provided in Section 13.5.3, ~ 13.5.3 If such procedures for testing, inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, the Contractor shall bear all costs made necessary by such failure including those of repeated procedures and compensation for the Construction Manager's and Architect's services and expenses. ~ 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Construction Manager for transmittal to the Architect. ~ 13.5.5 If the Construction Manager or Architect is to observe tests, inspections or approvals required by the Contract Documents, the Construction Manager or Architect will do so promptly and, where practicable, at the normal place of testing. ~ 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. ~ 13.6 INTEREST ~ 13.6;1 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. ~13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD ~13.7.1 As between the. Owner and Contractor: .1 Before Substantial Completion. As to acts or failures to act occurring prior to the relevant date of Substantial Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such date of Substantial Completion; .2 Between Substantial Completion and Final Certificate for Payment. As to acts or failures to act occurring subsequent to the relevant date of Substantial Completion and prior to issuance of the fmal Certificate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate for Payment; and .3 After Final Certificate for Payment. As to acts or failures to act occurring after the relevant date of issuance of the final Certificate for Payment, any applicable statute of limitations shall commence to AlA Document A201/CMa11l -1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of It, 42 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05/0212006 under Order No. 1 000179982_2 which expires on 5/19f2006. and is not for resale. User Notes: (1987879578) , ' mn and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to act by the Contractor pursuant to any warranty provided under Section 3.5, the date of any correction of the Work or failure to correct the Work by the Contractor under Section 12.2, or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT ~ 14.1 TERMINATION BY THE CONTRACTOR ~ 14.1,1 The Contract may terminate the Contract if the Work is stopped for a period of 30 days through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor, for any of the following reasons: .1 issuance of an order of a court or other public authority having jurisdiction; .2 an act of government, such as a decIaration of national emergency, making material unavailable; ,3 because the Construction Manager or Architect has not issued a Certificate for Payment and has not notified the Contractor ofthe reason for withholding certification as provided in Section 9.4.2, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; .4 if repeated suspensions, delays or interruptions by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled for completion, or ] 20 days in any 365-day period, whichever is less; or .5 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Section 2.2. I. ~ 14.1,2 If one of the above reasons exists, the Contractor may, upon seven additional days' written notice to the Owner, Construction Manager and Architect, terminate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment and machinery, including reasonable overhead, profit and damages. ~ 14.1,3 If the Work is stopped for a period of 60 days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Ovmer, Construction Manager and Architect, terminate the Contract and recover from the Owner as provided in Section 14.1.2. ~ 14.2 TERMINATION BY THE OWNER FOR CAUSE ~ 14.2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; ,3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents, ~.14.2.2 When any of the above reasons exist, the Owner, after consultation with the Construction Manager, and upon certification by the Architect that sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 take possession of the site and of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; ,2 a'~cept assignment of subcontracts pursuant to Section 5.4; and ,3 finish the Work by whatever reasonable method the Owner may deem expedient. ~ 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. AlA Document A201/CMa no - 1992. Copyright @ 1992 by The American Institute of Architects. All rights reserved, WARNING: This AlA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, 43 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 09:52:16 on 05102/2006 under Order No.1 000179982_2 which expires on 5/1912006, and is not for resale. User Notes: (1987879578) ~ 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Construction Manager's and Architect's services and expenses made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall, upon application, be certified by the Architect after consultation with the Construction Manager, and this obligation for payment shall survive termination of the Contract. ~14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE ~ 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. ~ 14.3.2 An adjustment shall be made for increases in the cost of performance of the Contract, including profit on the increased cost of performance, caused by suspension, delay or interruption. No adjustment shall be made to the extent: .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of this Contract. ~ 14.3.3 Adjustments madeinthe cost of performance may have a mutually agreed fixed or percentage fee. AlA Document A201/CMaT1l -1992. Copyright Cl1992 by The American Institute 01 Arch"ects. All rights reserved. WARNING: This AlA- Document is protected by U.S, Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA- Document, or any portion of It. 44 may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA soflware at 09:52:16 on 05/0212006 under Order No.1000179982_2 which expires on 5'1912006, and is notfor resale. User Noles: (1987879578) Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation DOCUMENT 00710 - SUPPLEMENTARY CONDITIONS Add the following introduction: The following Supplementary Conditions modify, change, delete from or add to the "General Conditions of the Contract for Construction." AlA Document A201/CMa - 1992 Edition. Where an Article, Paragraph, Subparagraph or Clause contained in the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. Add: Clause 1,1..3.1: Use of the word "furnish" shall mean to supply and deliver to the Project site, ready for installation; use of the word "install" shall mean "to place in position for service or use;" and use of the word "provide" shall mean "furnish and install, complete and ready for intended use;" use of the words "as indicated" shall mean "as indicated, shown or noted on the Project Drawings;" use of the words "as specified" shall mean "as specified in the Project Specifications or as specified on the Project Drawings." The term "product" as used in the Contract Documents shall include, but is not limited to, materials, systems and equipment. Delete Subparagraph 1.2.4 in its entirety and replace with: Wherever a provision of a Section of the Specifications conflicts with any agreements or regulations in force among members of a Trade Association, Union, or Council, which regulates or distinguishes what work shall or shall not be included in the work of any particular trade, the Contractor shall make necessary arrangements to reconcile such conflicts without cost to the Owner and without recourse to the Architect, Construction Manager, or the Owner. Where the Specification has been divided into sections, it is for convenience in use. The Architect assumes no responsibility for proper placement of phases of the Work into the proper division or section or the arrangement of Work shown on the Drawings, The Architect shall not be obligated to enter into jurisdictional or other disputes as a result of the organization, arrangement or location of parts of the Work in Specifications or on Drawings, nor to serve as arbiter to establish subcontract limits. Unless otherwise specified, the scope of work of each section shall be to furnish labor, materials, equipment, skill, erection, installation, services and related items for the phase of work of that section, as required by the Drawings, as specified or as otherwise required to provide and complete the entire work of the section. Wherever a provision of a Section of the Specifications conflicts with any agreements or regulations in force among members of Trade Association, Union or Council, which regulates or distinguishes what work shall or shall not be included in the work of any particular trade, the Contractor shall make necessary arrangements to reconcile such conflicts without delay, damage or cost to the Owner and without recourse to the Architect or the Owner. Add: Subparagraph 1.2.6 The general character and scope of the Work is called for by the Contract Documents. Where a portion of the Work is fully drawn and the remainder is merely indicated, the portion fully drawn shall apply to all similar parts of the Work. Drawings intended primarily as information for one trade may not necessarily show the work of other trades, which shall not be construed as there being no related materials or adjacent work. Add: Subparagraph 1.2.7 Figured dimensions shall be followed in preference to measurement by scale. In the event of discrepancies between Drawings, between Drawings and Specifications or between Specifications, the intent shall be interpreted by the Architect, which shall be binding on the Contractor. Where a dimension may be missing, the Work shall be accomplished in accordance with the directions and dimensions provided by the Architect. Dimensions on Drawings, as well as detail Drawings themselves, are subject in every case to measurements of existing, adjacent, incorporated and completed work which shall be taken by the Contractor before undertaking any work dependent upon such data. Dimensions pertaining to the Work shall be verified at site by the Contractor. Add: Subparagraph 1,2.8 The Contract Documents generally do not set forth the basis for or the analysis of design. The Contractor is obligated to obtain or ascertain the intent where it is necessary for proper execution and satisfactory completion of the Work. SUPPLEMENTARY CONDITIONS 00710 - 1 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Add: Subparagraph 1.2.9 Where Specifications are of the abbreviated or "streamlined" type, they shall be construed as complete sentences, as shall notes on the drawings. Omission of words such as "the", "the Contractor shall", and "as shown on the drawings" is intentional. The words "shall" or "shall be" are to be supplied by inference, Imperative or directive instructions, directions or specifications apply and refer to the Contractor, The words "symmetrical" and "similar" are used in the general sense and need not mean "identical. " Add: Subparagraph 1,2.10 Where a number is specified (as for gauges, weights, temperatures, an amount of time, and similar references) and the specified number cannot be obtained, the number shall be interpreted as the next best, as available. Add: Subparagraph 1.2.11 Standard Specifications rules, codes, instructions, recommendations and references referred to in the Project Specifications shall be the latest edition unless a specific edition is specified, If standard specifications are revised prior to completion of any part of the work to which such revisions would pertain, the Contractor may, if approved by the Architect, perform such work in accordance with the revised specifications. Standard specifications, except as modified in the Project Specifications, shall have full force and effect as though included in the Project Specifications. Add: Subparagraph 1.2.12 Sections of [Division 1 General Requirements] govern the execution of all sections of the specifications. Add: Subparagraph 1.2.13 In the case of an inconsistency between Drawings and Specifications or within Document not clarified by Addendum, the better quality or greater quantity of Work shall be provided in accordance with the Architect's interpretation. Article 2: Owner Delete Subparagraph 2,1.1 and replace in its entirely with: The "Owner" as used in the Contract Documents shall mean: Prior Lake-Savage Public Schools, Independent School District No, 719. Delete Subparagraph 2.1.2 in its entirely and replace with: The Owner acts through the office of the Superintendent of Schools, or his/her authorized representatives. Unless otherwise indicated, all papers and formal written notice required to be delivered to the Owner shall be delivered to the Owner's Construction Manager, Bossardt Corporation, 8585 West 78th Street, Suite 100, Minneapolis, Minnesota 55438, Add: Subparagraph 2.1.3: At the commencement of the Work, additional representatives of the School District will be identified to the Contractor by name, function, and authority with respect to the Project. Delete Subparagraph 2.2.2 in its entirety. Delete Subparagraph 2.2.5 in its entirety and replace with: The Contractor will be furnished, free of charge, 1 (one) copy of Drawings and Project Manuals for execution of the Work. Additional sets will be furnished at the cost of reproduction, postage and handling. Delete Subparagraph 2.4.1 in its entirety and replace with: If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within the three (3) calendar day period after receipt of written notice from the Owner, Architect or Construction Manager to commence and continue correction of-s~ch default or neglect with diligence and promptness, the Owner may, without prejudice to any other remedies the Owner may have, correct such deficiencies. In such case, the Owner shall have the right to offset any amounts thus expended in correcting such deficiencies including, but not limited to, compensation for the Architect's and Construction Manager's additional services and expenses made necessary by such default or neglect, against any amounts owed to the Contractor. If payments then or thereafter due to this Contractor are not sufficient to cover such amounts, the Contractor shall immediately pay the difference to the Owner. Minimum Fees for the Architect and/or Construction Manager's additional services shall be $500.00. SUPPLEMENTARY CONDITIONS 00710 - 2 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Delete Subparagraph 3.2.1 in its entirety and replace with: The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the owner, and shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Construction Documents before commencing activities. The Contractor shall at once report to the Architect and Owner any errors, inconsistencies or omissions discovered. The Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor recognized, or should have recognized such error, inconsistency or omission and failed to report it to the Architect. If the Contractor performs any construction activity involving such error, inconsistency, or omission in the Contract Documents without notice to the Architect and Owner, the Contractor shall assume responsibility for such performance and shall be liable for the amount of the attributable costs for correction and any other resulting damages, Delete Subparagraph 3.2.3 in its entirety and replace with: The Contractor shall perform the Work in Accordance with the Contract Documents, submittals accepted pursuant to Paragraph 3.12, the general design intent reasonably inferable from the Contract Documents, and all applicable laws, codes, ordinances, rules, regulations and industry standards. Add: Subparagraph Clause 3.2.3.1 The Contractor shall review specified construction and installation procedures (including those recommended by manufacturers) prior to implementation and shall advise the Architect in writing (1) if the specified procedures deviate from good construction practice, (2) if following the procedures will affect warranties and (3) of any objections the Contractor may have to the procedures. Add: Subparagraph Clause 3.2.3.2 If the Contractor is uncertain as to the interpretation or the design intent or the Construction Documents, the Contractor shall be responsible to request in writing an interpretation from the Architect through the Construction Manager Modify Subparagraph 3.3.1 by adding at the end of the first sentence: "and shall at all times comply with all applicable laws, codes, ordinances, rules, regulations, and industry standards," Delete Subparagraph 3.3.3 in its entirety and replace with: The Contractor shall not be relieved of its obligations to perform the Work in accordance with the Contract Documents and all applicable laws, codes, ordinances, rules, regulations and industry standards, either by activities or duties of the Architect in the Architect's administration of the contract, the Construction Manager or by test, shop drawing reviews, inspections or approvals required or performed by persons other than the Contractor, or by any activities or duties of the Owner. Add: Subparagraph 3.3.5 In the event the scope of the Contractor's work involves installation of materials furnished by the Owner, the responsibilities of the parties shall be as follows:" .1 Contractor shall (1) inspect the materials upon delivery for damage, defects, quantity, and conformance with the Contract Documents; (2) provide all labor, equipment and services, including hoisting and other material handling, necessary to properly unload, handle, store and install all Owner furnished materials. (3) Provide Construction Manager with signed inventory sheets certifying that all products shipped were received. Contractor accepts liability for missing or damaged products should they fail to inventory shipment within 24 hours. .2 Subject to the Contractor's inspection obligations under Subparagraph 3.3.5.1, the Owner shall be responsible for inherent defects in the materials and shall be solely responsible for pursuing the seller of the materials for replacement, damages, or other remedies. Add: Clause 3.4.2.1 Construction Manager shall have authority to direct a Contractor to remove a worker, employee, or subcontractor from the site for any reason. Add: Subparagraph 3.4.3 After the Contract has been executed; the Owner and the Architect will consider a formal request for the substitution of products in place of those specified only under the conditions set forth in the General Requirements (Division 1 of the Specifications). By making requests for substitutions based on this subparagraph, the Contractor: SUPPLEMENTARY CONDITIONS 00710 - 3 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation .1 Represents that the Contractor has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; .2 Represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified; .3 Certifies that the cost data presented is complete and includes costs for changes to all affected Contractors and includes cost of credit to the Owner, all other related costs under this Contract, and excludes the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; .4 Will coordinate the installation of the accepted substitute, making such changes as may be required for the work to be complete in all respects. .5 Will be responsible for reimbursement of the Architect's costs for review. Add: Subparagraph 3.4.4 All work shall be performed in the best and most workmanlike manner to the highest standards for the work. Incompetent or careless workmanship shall not be permitted by the Contractor and will not be accepted. Add: Subparagraph 3.4.5 The Contractor, and all those working under its jurisdiction, shall conform to labor laws of the state and all other laws, ordinances and legal requirements affecting the Work. Prior to starting work, the Contractor shall become familiar with local labor and trade conditions, skilled and unskilled, and shall conform to local conditions. The Contractor shall consider the availability of labor in the area and import labor as may be required to meet the schedule for the Work. Add: Subparagraph 3.4.6 Unless otherwise provided in Contract Documents, all materials, equipment and other products shall be one of the brands, manufacturers or types any or model specified. All like products for the Work shall be by the same manufacturer. .1 The Contractor shall not commence Work until the substrate conditions are suitable to perform the work properly and surfaces to be covered are properly prepared. .2 The Contractor shall follow manufacturer's printed instructions covering details of installation where the manufacturer's instructions are not in conflict with the Contract Documents. If there is a conflict, the Contractor shall notify the Architect and obtain clarification before proceeding. .3 The Contractor's completed work shall be left plumb, level, true to line or plane, anchored securely in place, and free from damage. .4 Unless otherwise identified, the Contractor shall provide materials in stock sizes in conformity with industry standards. Modify Subparagraph 3.5.1 by adding to the end of the first sentence "and all applicable laws, codes, ordinances, rules, regulations, and industry standards," In the last sentence add "Owner" after "Construction Manager." Add: Subparagraph 3.5.2 A manufacturer's product warranty shall not relieve the Contractor of general warranty obligations imposed by applicable laws, codes, ordinances, rules, regulations, and industry standards, or other warranty obligations assumed or agreed upon by the Contractor. .1 Where a product is specified by manufacturer or brand name, such specification is used to establish minimum standards of quality required, and the published data, including manufacturer's extended warranties, pertinent to the specified product shall be a requirement of the Contract Documents. Modify Subparagraph 3.6.1 by inserting in the first sentence between the words "shall" and "pay" the words "be liable for and." and adding the following sentence to the end of the subparagraph: "The Contractor shall also include and pay for all federal, state and local taxes applicable to the Work of this Contract, which shall be included in the Contract Sum." SUPPLEMENTARY CONDITIONS 00710 - 4 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Add: Subparagraph 3.6.2 The Owner is a public school district which is exempt from the payment of Minnesota sales and use taxes on material and equipment purchases. The Contractor shall reference Specification Section 01012 for sales tax requirements and/or exclusions specific to the Contract and pay all other taxes required by law. Add: Subparagraph 3.6.3. The Contractor shall be required to pay as a minimum prevailing wages as listed and described in Section 01013, Modify Subparagraph 3.7.1 by adding the following sentence to the end: "The Contractor shall provide and pay for all performance and payment bonds that may be required to accomplish the Work, including any bonds required by municipalities, the state and/or other government agencies," Add: Clause 3,7.1,1: The Owner will pay SAC (Sewer access charge) and WAC (Water access charge) directly. The Contractor will not be responsible for these charges. Modify Subparagraph 3.7.2 by adding "or inspection" after the word "performance" and by adding the following sentence to the end of the subparagraph to the end: "In any instance where requirements of the Contract Documents are in excess of, but not in conflict with or violation of, requirements of a public authority, the provisions of the Contract Documents shall govern." Modify Subparagraph 3.7.4 by adding "or should have known" after the word "knowing" and adding "and/or damages incurred as a result" after the words "such Work". Add: Subparagraph Clause 3.8.2.5: The Contractor's supplier and/or Subcontractor for an allowance item is subject to review and acceptance by the Owner and Architect. The Contractor shall bind the supplier or Subcontractor to the requirements of the Contract Documents. Add: Subparagraph 3.9.2: The Contractor's Superintendent shall be satisfactory to the Owner, Construction Manager, and Architect, and shall not be changed except with the consent of the Owner (which consent shall not be unreasonably withheld), unless the Superintendent proves to be unsatisfactory to the Contractor and as a result ceases to be in the Contractor's employ. Modify Subparagraph 3.10.1 In the first sentence, delete the work "promptly" and substitute "within 10 calendar days". Add the following sentence to the end of the subparagraph: "The Contractor's construction schedule shall include activities for coordination with the work of other contracts, in sufficient detail for the Project Construction schedule. The Contractor and material supplier shall provide lead times for all materials provided under their contract. The Contractor's construction schedule shall include allowances for reasonably anticipatable weather delays in accordance with Subparagraph 4.7.8.2." Modify Subparagraph 3.10.3. by adding the following to the beginning of the first sentence: "Within ten (10) calendar days" Add Subparagraph 3.10.5 The Contractors shall furnish to the Construction Manager, upon request, substantiating documentation to confirm the status of all material deliveries. Such documentation could include, but is not limited to the following: 1. Copies of subcontractors or purchase orders. 2, Factory acknowledgements or orders, with scheduled dates of shipment. 3. Shipping tickets, pro numbers, etc., identifying actual dates of shipment." Modify Subparagraph 3.11.1 by adding to the end of the subparagraph the following sentence: "The record documents shall be a separate set of documents used only for record purposes and kept clean and undamaged." Modify Subparagraph 3.12.8 In the first sentence, change the word "approval" to "acceptance.", In the last sentence, change the word "approval" to "acceptance." SUPPLEMENTARY CONDITIONS 00710 - 5 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Add: Subparagraph 3.12.12 The Contractor shall submit to the Architect through the Construction Manager one reproducible transparencies and seven prints of each shop drawing, including fabrication, erection, layout and setting drawings and such other drawings as required under various sections of the specifications, until final acceptance is obtained. The Contractor shall submit 14 copies of all product data submittals, If sufficient copies are not provided the submittals may be returned and/or reproduction made and the costs for the reproduction will be the responsibility of the Contractor, The Construction Manager is responsible for obtaining and distributing required prints of shop drawings to the prime contractors, Where printed materials describe more than one product or model, clearly identify which is to be furnished. Add: Subparagraph 3.12,13 Where any item of Work is required by specifications to be furnished, installed, or performed in accordance with a specified product manufacturer's instructions, contractor shall procure and distribute the necessary copies of such instructions to all concerned parties through the Construction Manager. Add: Subparagraph 3.13.3 Before shipping materials/equipment to the project site, the Contractor shall ascertain that the project site is in a condition to receive the shipment. If materials/equipment are delivered to the project site and project is not in condition to receive the materials, the materials shall be removed from the site and properly stored off site at the expense of the Contractor. The Contractor shall coordinate deliverable equipment through the Construction Manager. Add: Subparagraph 3.13.4 The Contractor shall return all improvements on or about the site, streets and adjacent property which are not shown to be altered, removed or otherwise changed, to the conditions which existed previously, The Contractor shall protect existing structures or other features from damage by any operation in connection with this Contract. Add: Subparagraph 3.13.5 Utilities or other services which are shown, or not shown but encountered or otherwise found, shall be protected by the Contractor from any damage from excavation or other work and operations of this Contract, unless or until they are abandoned. If the utilities or services are not abandoned, or to be abandoned, the Contractor shall immediately restore any damage from its work or operations to place the utilities and service in an equal or better condition to that which existed. Where utilities or services are shown to be abandoned or moved, they shall remain in service, and be protected by the Contractor, until new utilities and services have been provided, tested and ready for use, The Contractor is to have the Owner-owned utilities located prior to commencing the work. Add: Subparagraph 3.13.6 If the Contractors cannot control noise, odors, water, dust, security, access, safety egress, etc. in a manner acceptable to the Owner, then the Contractor will be required to perform his work at times of very low or no occupancy, such as times when school is not in session and significant after-school activities are not occurring, Add: Subparagraph 3.13.7 The contractor is required to protect existing conditions shown to remain from damage, dust, wear etc caused by this contract. This protection shall include plywood, masonite, poly enclosure, drop cloths, etc. Failure to protect finish shall result in cleaning or replacement costs borne by the responsible contractor. Minimum charges of $500,00 daily shall apply. Add Subparagraph 3.14.3 Altering or cutting of structural members will not be allowed without the written approval of the Architect. Add: Subparagraph 3.14.4 Any Contractor requiring cutting into the work of another contractor shall do such cutting and shall properly repair such work to the satisfaction of the Architect. Such cutting, fitting, and patching shall not endanger any work or otherwise alter the work or any part of it, and it shall be done by craftsmen skilled and experienced in the trade or craft that installed or furnished the original work. Repairs shall be equal in quality and appearance to similar adjacent work and shall not be obviously apparent as a patch or repair. Work that cannot be satisfactorily repaired shall be removed and replaced. Modify Subparagraph 3.15.1 In the first line between the words "Contractor" and "shall" insert: "and his subcontractors (and each separate Contractor, if there be more than one)." At the end of the first sentence add: "and keep the premises clean and free from fire hazards, and maintain the work neat and orderly throughout the construction period." SUPPLEMENTARY CONDITIONS 00710 - 6 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Delete Subparagraph 3.15.2 in its entirety and replace with: If the Contractor fails to clean up, or if a dispute arises between separate Contractors as to their responsibility for cleaning up as required by Section 3.15 of the General Conditions, or elsewhere in the Contract Documents, the Construction Manager, after two (2) calendar days, may clean up the premises and equitably charge the cost thereof to . the several responsible Contractors as determined by the Construction Manager. Add: Subparagraph 3.15,3 The Contractor and his Subcontractors/Material Suppliers are responsible for clean up of debris created by Work of their contract, including but not limited to, broom cleaning of working areas. The Construction Manager may elect to have the Contractor on site participate, at no additional compensation to the Contractor, in weekly jobsite clean-up services. Participation will be required of the Contractor working on site during that particular week. Non-Participating contractors will be required to pay $500.00 per day in which clean-up is not performed when requested by the Construction Manager. Modify Subparagraph 3.18.1 by adding after the words "tangible property" the words "including loss of use resulting therefrom." and deleting the words "(other than the Work itself)". and add to the end of the paragraph: "The Contractor's obligations set forth in this Paragraph shall include any claim by the Owner against the Contractor, a Subcontractor, or anyone else directly or indirectly employed by the Contractor or Subcontractor or against anyone for whose acts the Contractor or a Subcontractor may be held liable, Add: Subparagraph 3.19.1 The Contractor shall take field measurements of materials supplied under their Contract, and verify field conditions with the Contract Documents and final Shop Drawings before commencing any Work. Report errors, inconsistencies or omissions to the Architect and Construction Manager at once. Add: Subparagraph 3.19.2 No change to the Contract Sum will be allowed on account of minor differences between actual field conditions and the Contract Documents. Add: Subparagraph 3.19.3 The need to obtain accurate field dimensions in ample time to permit fabrication of long lead materials and equipment, for delivery and installation in accordance with the schedule, shall be recognized. The Contractor and all Subcontractors shall cooperate in completing work phases to accommodate the schedule for obtaining dimensions and to prevent fabrication delay, In the event it is impractical to have work in place to permit field dimensions, the responsible Contractor shall guarantee necessary dimensions, before construction, to the various fabricators and be responsible to insure the dimensions. Modify Subparagraph 4.1.1 by adding at the end of the second sentence: "including employees or consultants. " Add: Sub-subparagraph 4.1.1.1 The Architect is: Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 Add: Sub-subparagraph 4.1.1.2 The Structural Engineer is: BKBM Engineers 5930 Brooklyn Boulevard Minneapolis, Minnesota 55427 Add: Sub-subparagraph 4.1.1.3 The Mechanical and Electrical Engineer is: Wold Architects and Engineers :105 St. Peter Street St. Paul, Minnesota 55102 Add: Sub-subparagraph 4.1.1.4 The Food Service Consultant is: Robert Rippe & Associates 6117 Blue Circle Drive, Suite 100 Minnetonka, Minnesota 55343 Add: Subparagraph 4.2.2 The Construction Manager is: SUPPLEMENTARY CONDITIONS 00710 - 7 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Bossardt Corporation 8585 West 78th Street, Suite 100 Minneapolis, Minnesota 55438 Modify: Subparagraph 4.6.1 after the words "Contract Documents" in both the first and second sentences by adding the words "and the Agreements between the Owner and the Architect and the Owner and the Construction Manager, " Modify Subparagraph 4.6.11 In the first sentence delete the words "and approve" and "those recommended for approval" Modify: Subparagraph 4.6.19 by deleting the words "will not show partiality to either and". Delete: Subparagraph 4.7.2 in its entirety and replace with: Decision of Architect or Construction Manager. Claims shall be initially referred to the Architect for action as provided in Section 4.8. A decision by the Architect or Construction Manager shall be required as a condition precedent to arbitration of a claim between Owner and Contractor on all matters. If a decision has not been provided within 30 days of claim by to the Architect or Construction Manager, the Contractor may initiate arbitration. Modify Subparagraph 4.7.3: In the first sentence, delete the words "either party" and insert the word "the Contractor", Add the following to the end of this subparagraph, "Claims made by the Owner shall be made within 90 days from occurrence of event causing claim or 90 days after Owner first recognizes the conditions giving rise to the claim, whichever is later, Delete: Subparagraph 4.7.5 in its entirety. Modifv: Subparagraph 4.7.6 by deleting the fourth sentence in its entirety and substituting: "Claims by either party in opposition to such determination shall be made in accordance with Subparagraph 4.7,3 as supplemented herein." Modify: Subparagraph 4.7.6 by deleting the language "and in no event later than 21 days after first observance of the conditions" and substituting: "in accordance with Subparagraph 4.7.3 as supplemented herein." Delete: Subparagraph 4.7.8.2 in its entirety and replace with Requests for extensions of time due to adverse weather conditions must include local U.S. Weather Bureau climatological reports for the period involved plus a report indicating the average precipitation, temperature, etc" for the past ten (10) years from the nearest reporting station. Modify: Subparagraph 4.8.4 by adding "or litigation at the option of the Owner." to the end of the first sentence. Modify: Paragraphs 4.7 and 4.8 by deleting all reference to litigation initiated by the Contractor. If an issue cannot be resolved, the Contractor's sole remedy shall be binding arbitration, in accordance with the Rules of the American Arbitrator Association currently in effect. The contractor must file for arbitration with 15 calendar days of the Architect, Construction Manager or Owner's final decision regarding that claim. If the Contractor does not file for arbitration within this time frame, the decision rendered will be binding. In addition if no decision or action has been rendered by the Architect, Owner and Construction Manager the Contractor must file for arbitration within 60 calendar days from the date of initial claim, if the Contractor does not file for arbitration within this time frame, the claim will be dismissed and no other method may be pursued by the Contractor to resolve the claim or collect any costs or damages. Modify: Paragraph 4.9 by changing the title of the paragraph to "Arbitration and Court Action" Modify: Subparagraph 4.9.1 by adding the following language to the beginning of the first sentence: "except for the Owner's right to commence or require a court action as permitted by Subparagraph 4.9.8," Modify: Subparagraph 4.9.4.1 by adding the following language to the end of the first sentence: "subject to Owner's right to commence a court action as permitted in subparagraph 4,9.8." SUPPLEMENTARY CONDITIONS 00710 - 8 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Delete: Subparagraph 4.9.5 in its entirety. Add: Subparagraph 4.9.8. Notwithstanding contrary contract language requiring arbitration contained in Paragraph 4.9 and elsewhere in the Contract Documents, the Owner, at its sole discretion, is entitled to seek any and all legal and equitable relief, including consequential damages, through either court action or arbitration. This provision shall supersede and take precedence over any other conflicting provision in Paragraph 4.9 or the Contract Documents. All references to arbitration in section 4.9 and the Contract Documents shall be considered permissive and not mandatory with respect to the Owner. The Owner shall, in its sole discretion, have the right and option to enforce any claim it may have against the Contractor, or against any of the Subcontractors, Sub-subcontractors, Suppliers or Vendors or Contractor, through litigation. The Owner shall, in its sole discretion, also have the right to refuse to arbitrate any claim brought against the Owner by the Contractor, and demand that such claim be pursued through litigation. In the event that the Owner exercises its right and option to refuse to arbitrate a claim brought against the Owner, written notice of such refusal shall be given by the Owner to the party making the claim and to any tribunal administering the claim at any time up to and including the date when the Owner is required by any applicable statute, rule or order to respond to such claim. Modify Subparagraph 5.2.1 In the first sentence delete "as soon as practical after award of the Contract" and substitute: "within 14 calendar days after the award of the Contract, the Letter of Intent to Award has been issued, Notice to Proceed has been issued or execution of the Contract (whichever occurs first}." Add after"... equipment fabricated to a special design)"; "the words "along with a list of the actual materials or equipment they will be furnishing." Add at the end of the subparagraph "If the Owner or the Architect objects to a proposed Subcontractor or Sub-subcontractor, such objection shall be deemed reasonable if in the opinion of the Owner or Architect the objectionable Subcontractor or Sub-subcontractor: .1 Gannot provide (or proposes unacceptable deviations in) materials, equipment, systems, methods, facilities, or other work as required by the Contract Documents; .2 Gannot provide labor and skill necessary to accomplish the part of the Work for which it is proposed, including but not limited to quality of workmanship; .3 lacks experience appropriate to the proper execution and completion for that part of the Work for which the Subcontractor is proposed; .4 has previously failed to perform satisfactorily with respect to other projects, including Gooperation and necessary services after project completion; .5 cannot satisfactorily perform the part of the Work for which the Subcontractor is proposed within the time schedule, due to financial status, size of organization, existing work load, or other considerations; .6 Gannot demonstrate the ability, through examples of representative work, to perform the part of the Work for which the Subcontractor is being considered; ,7 is of questionable integrity; .8 exhibits other factors bearing on the probability of unsatisfactory performance; or .9 is otherwise not qualified or is reasonably objectionable." Add: Subparagraph Clause 5.2.1.5 If adequate data on a proposed manufacturer or an installer is not available, the Architect may state that action will be deferred until the Contractor provides further data. Add: Subparagraph 5.2.6 Failure to object to a manufacturer shall not constitute a waiver of any of the requirements of the Contract Documents, and all products furnished by the listed manufactures must conform to such requirements. Add: Subparagraph 5.3,2 The Contractor shall supply copies of each subcontract agreement to the Owner and Architect before the Subcontractor is permitted to commence Work. Modify Subparagraph Clause 5.4.1.1 by deleting "of the Contract by the Owner for cause pursuant to Paragraph 14.2. Modify Subparagraph 5.4.2: by adding after the word "days", "due to unreasonable delays attributable to the Owner". SUPPLEMENTARY CONDITIONS 00710 - 9 Section 00710 - Supplementary Conditions Grainwciod Elementary Kitchen Upgrades Prepared by Bossardt Corporation Delete Subparagraph 6,2.1 in its entirety and replace with: The Contractor and subcontractors shall cooperate with and coordinate their work with all other contractors and the Owner to facilitate the general progress of the Project and to prevent delaying the progress of other contractors. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate Contractor's Work with theirs as required by the Contract Documents. Each Contractor and subcontractors shall obtain layout drawings, roughing-in detail sheets and other pertinent information directly from each other (not from Architect) to coordinate all phases of the Work. For coordination with the Owner's equipment or materials, information shall be requested from the Construction Manager. After timely notification by the Contractor of the need to accomplish a particular phase or element of the Work, the other Contractors shall, within a reasonable time, perform their work so as not to delay or impede the Contractor. Add: Subparagraph 6.2.3.1 Time being an essential element of the Contract, it is hereby agreed that the Owner shall be entitled to damages for failure on the part of the Contractor to complete the work within the contract period, as amended by an extension. Such actual damages shall include, but not be limited to as the following: 1. Additional fees incurred by the Architect. 2. Additional fees incurred by the Construction Manager 3. Increased cost of relocating, including moving from existing building to temporary location(s). 4. Increased cost of extended and additional rental space. 5. Lost revenue from operations of the building. 6. Costs associated with overtime of the Owner's staff. Modify Subparagraph 6.2.4 by deleting the word "wrongfully" in the first sentence and delete "as provided in Subparagraph 10.2.5," Add: Subparagraph 6.2.7 If a Contractor has a claim for additional cost due to the action or inaction of another contractor, the Contractor shall resolve the claim directly with the claimant or parties. If resolution cannot be obtained directly, and the claimant initiates arbitration against the Owner, Architect or Construction Manager on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor, who shall defend such proceeding at the Contractor's expense, and if any judgment or award against the Owner, Architect or Construction Manager arises there from, the Contractor shall pay or satisfy it. Add: Subparagraph 7.1.5 The Owner or Architect are not responsible to give notice of changes orders to the Surety (if any). Modify: Subparagraph 7.2.1 by adding the words "or a combination" after the word "all" in the first sentence. Modify: Subparagraph 7.3.6: In the first sentence delete the words "a reasonable" and replace with "the specified". Delete the third sentence of subparagraph 7.3,6 and replace with the following: "The lump sum method listed under Clause 7.3.3.1 shall be determined in accordance with the provisions of the following subparagraph 7.3.10. Add: Subparagraph 7.3.10 For proposed changes in the work on the lump sum or time and material methods, the costs shall be determined as provided under this subparagraph 7.3.10, The Contractor shall submit an itemized list of quantities with the applicable unit costs and extended prices for each, in such form and detail as required by the Architect and Construction Manager. 1. As a minimum the detailed break down shall include and indicate the items enumerated below. Items (a) and (b) constitute the cost of the labor, and items (a), (b), (c), and (d) constitute the costs referred to under this Article 7. a. Labor costs, itemized by each trade involved, showing the hourly rates for each and the hours required for the change. Labor rates shall be the same for extra and credit computations and shall be the actual rate paid workmen in accordance with the established management labor agreement. b. Burden on labor, which shall be only the actual costs of mandatory fringe benefits required by established agreements, taxes on labor, worker's or workmen's compensation, insurance on labor as affected by payroll, unemployment taxes and insurance, including FICA and FUT A. c. Quantities of materials, equipment and supplies, at their actual cost, with unit costs indicated. SUPPLEMENTARY CONDITIONS 00710 - 10 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation d. The cost of subcontract work, computed in the same way as provided for under this subparagraph 7.3.10. e. Overhead, profit or commission. f. Applicable sales tax on material, added after the above computations are complete. 2. The maximum that will be allowed for overhead and profit, or commission, shall be as follows, expressed as a percentage of the basis cost of the change. The maximum allowable percentages for profit, overhead and commission may be less, depending on the nature, extend or complexity of the change, where the percentage is not commensurate with the responsibility and administration involved, (such as the contractor merely processing a substantial change order to a subcontractor) but in no event shall they exceed the following: a, To the contractor and/or subcontractor for work performed with their own forces. (Overhead - 8%, Profit - 2%). b. To the contractor for work performed by others than its own forces. (Commission - 5%), 3. Not more than three percentages for overhead, profit and commission will be allowed. The markup on any part of the work a subcontractor subcontracts will be limited to one overhead figure and one profit figure, in addition to the Contractor's commission. The subcontractor and sub-subcontractor may divide the overhead and profit amount as they agree upon. 4. The burden on labor may be indicated as a dollar cents addition to the hourly rate or may be expressed as a percentage of the extended hourly rate costs. If required by the Owner or the Architect, the Contractor shall provide a detailed breakdown to justify the labor inconsistent with other similar contracts or where the cost of fringe benefits are in excess of established labor agreements. The burden on labor shall not include any costs noted as general overhead. 5. Material, equipment and supply costs shall be quoted at the actual cost to the Contractor, or his Subcontractor. Upon request, the Contractor (or subcontractor) shall submit evidence to substantiate the costs. Said costs shall be quoted at trade discount prices, with quantity discounts also applied where the quantities warrant. Cash or prompt payment discounts need not be credited. In any proposal with material, equipment and supply credits, the credit shall be based on the actual contract cost of the material (including trade and quantity discount) less any charges actually incurred for handling or returning a material which has been delivered. No cancellation, restocking or similar charge will be allowed unless actually incurred by the purchaser and generally will not be allowed when the product has not been shipped. 6. The percentages allowed for overhead, profit or commission under clause 7.3.10.2 shall be deemed to include, and no further addition for: 1. Field and office supervision and administration, including the field superintendent and foreman; 2. General insurance, except that listed as labor burden; :3. Use or replacement of tools; 4. Shop burden; 5. Equipment rental (other than specifically required additional hoisting equipment, required excavating equipment or similar equipment necessary to be provided solely as a result of the change); 6, Engineering and estimating costs; 7. Performance (guaranty) bond; 8. Cost of safety measures (including those imposed by OSHA); 9. Shipping, drayage and demurragen; 10. Parking charges; 11. Clean up and debris removal; 12. Testing; 13. Permits, unless a new permit type is required; 14. Or any other costs except those under clause 7.3.10.1. 7. Cost changes shall be computed by determining the basic costs enumerate under clause 7.3.10.1 (as further specified under this subparagraph) to which the overhead may be added, than the profit figure may be added and finally adding the sales tax on materials. 8. The Contractor's Subcontractor (or Sub-subcontractors) shall compute their costs the same way and are subject to the same conditions of what may be included in the cost and the same maximum percentages for overhead and profit. To the Subcontractor's price, the Contractor may add up to a 5% commission, 9. For changes involving work of the Contractor with its own forces and work by a Subcontractor (or Sub-subcontractors), the commission shall be applied directly to the Subcontractor's price. With the overhead and profit figure applied only to the work the Contractor performs with its own forces. SUPPLEMENTARY CONDITIONS 00710-11 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 10. For changes involving both extra and credit amounts, the overhead and profit, or commission shall be applied only to net difference where the extra exceeds the credit. 11. For change resulting in a credit in the basic costs, a reasonable allowance for overhead, profit or commission may be required to be credited to the Owner, as approved by the Architect after consultation with the Construction Manager. In general no credits for overhead, profits or commission will be required where the net change credit is minor or where the change in work indicates it is reasonable that no credit be allowed to the Owner due to the effort, cost or responsibility of the Contractor. In the event of a substantial subcontract credits, or for work not performed by the Contractor, a reasonable overhead, profit or commission credit shall be given to the Owner. Add: Subparagraph 7.4,2 If the Owner does not agree to a proposal of the Contractor for additional Work or changes in the Work, or if the Owner does not deem it advisable or expedient to proceed on the basis of the Contractor's proposal, the Owner reserves the right to perform additional work or changes in the Work with its own personnel or to employ others for changes in the Work. Modify Subparagraph 8.1.2 by replacing the entire first sentence with: " The date of the commencement of the Contract Time is the date of the Owner's Notice to Proceed with the Work or the date of the Agreement, whichever is the earliest date." Add: Sub-subparagraph 8.2.2.1 If the Contract is awarded, construction at the site may commence upon, but not before, the Contractor's receipt of a Notice to Proceed from the owner, and Owner's receipt of Contractor's insurance certificates and list of Subcontractors. Delete: Subparagraph 8.2.3 in its entirety and replace with: After award of Contract, it shall be the responsibility of the Contractor to begin the work immediately upon notification by the Construction Manager to proceed and to thereafter pursue the work diligently at all times with adequate qualified personnel so as to be able to complete the work at the earliest possible date, but in no case later than the date identified in the Contract Documents for completion, Add: Subparagraph 8.2.4 It shall be the responsibility of the Contractor to supervise the operations of his Subcontractors so as not to delay the Work. Add: Subparagraph 8.2.5 The progress of the Work shall conform to the Project Construction Schedule prepared by the Construction Manager. The Contractors shall be responsible for damages incurred by the Owner and other separate Contractors for delay resulting from the Contractor's failure to complete the Work within the Contract Time or resulting from the progress of the Work failing to conform to the Project Construction Schedule. Delete Subparagraph 8.3.3 in its entirety and replace with: This Paragraph 8.3 does not preclude the Owner's recovery of damages for delay under other provisions of the Contract Documents. If the Contractor is delayed by the Owner, Construction Manager, Architect or any agent or employee of any of the foregoing, the Contractor's sole and exclusive remedy for the delay shall be the right to a time extension for completion of the Work and not damages. Add: Subparagraph 8,3.4 The following will not be considered justification for extension of time. .1 Delay caused by Subcontractors or supplier except if the supplier goes out of business and another supplier cannot be found in time to meet schedule. ,2 Shortage of workers. Add: Subparagraph 8.3.5 The Contractor shall anticipate a reasonable amount of delays due to minor changes in the work, concealed and other field conditions, whether or not specifically identified in the Contract Documents. No extension of time will be allowed for work performed under change orders unless all change orders for the Contract exceed 10 percent of the labor hours included in the original Contract Sum. Add: Subparagraph 8.3.6 Upon request of the Construction Manager, the Contractor shall submit and implement a written plan to comply with the Project Construction Schedule, SUPPLEMENTARY CONDITIONS 00710 - 12 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Add Subparagraph 8.3.7. The Contractor shall be responsible for damages incurred by the Owner and any other separate Contractors for delay resulting from the Contractor's failure to complete the work within the Contract time or resulting from progress of the Work failing to substantially conform to the Project Construction Schedule. Modifv Subparagraph 9.2.1 by deleting the words "Before the first Application for Payment," and replacing with "At least 10 days prior to the first Application for Payment or in conjunction with the Contractor's submission of its construction schedule, whichever is earlier," and adding in the last sentence after the word "Architect" the words "and the Owner." Add: Subparagraph 9.2.2 Update and resubmit the Schedule of Values when change orders result in a change in the Contract Sum. List change orders separately on the Schedule of Values. Add: Subparagraph 9.2.4. Upon request of the Architect and/or Construction Manager, support the Schedule of Values with data which will substantiate their correctness. Add: Subparagraph 9.2.4. The Schedule of Values shall be broken down by specification section and labor and material. Where multiple site project of multiple phased projects are part of the work, the Schedule of Values must include line items for each project and building phase. The Schedule of Values shall also include separate mandatory line items titled "housekeeping", "bonds", "insurance", and "shop drawings/O & M Manuals/As-builtsffraining" for any Contractor who provides labor and/or materials as part of their Contract. The value of the "housekeeping" line item shall be at least 2% of the Contract, but not less than $500. The value of "shop drawings/O & M Manuals/As-builtsffraining" shall be at least 3/4% of the contract, but not less than $500. The actual costs of bonds and insurance shall be used as cost items on the Schedule of Values. These shall serve as a form of retainage to ensure that each Contractor cleans up properly and provides the required documents. Monthly billings can be made to "housekeeping" and will be approved based on contractor performance in this area of responsibility, This provision shall not limit the Owner's right to clean-up and recover associated costs, as specified in other sections of this specification. The Owner reserves the right to withhold payment for individual line items until the Contractor's work on site is complete or within conformance. Add: Subparagraph 9.2.5 Upon request of the Owner or Construction Manager, the Contractor shall furnish a schedule of estimated periodic requests for payment for the Owner's financial planning guidance. The schedule shall indicate the anticipated amount that will be requested each month, taking into consideration the work schedule, expected deliveries, and the retained amount. The Contractor will not be bound to the estimated amounts, but should the actual requested amounts tend to vary substantially from the estimates, the Contractor shall revise the schedule at the request of the Owner. Modifv Subparagraph 9.3.1 by adding the following to the end of the Subparagraph: "The Contractor shall indicate the percentage of completion of each portion of the Work (as defined by the schedule of values) as of the end of the period covered by the Application for Payment. Application for Payment shall be made on AlA Document G702 and G703, 1992 Edition, and shall not be made more frequently than once per month." Add: Sub-subparagraph 9.3.1.3: Until substantial completion, the Owner shall pay 95% of the amount of progress payments, The Owner, in making partial payments, will retain five (5%) of the duly approved value of the Work performed under the Contract as of the date of the application for payment until final completion and acceptance of all Work covered by the Contract. The Contractor will not be paid interest on retainage amounts at substantial completion the Owner shall increase payment to 100% less any amounts the Owner or Architect shall determine for incomplete work and/or unsettled claims. Add Sub-subparagraph 9.3.4 Before final payment will be made, the Contractor shall furnish final waivers of lien, covering all material used and subcontracts performed in connection with this Contract. Partial and lien waivers shall be shown in actual amounts. No waivers for $1.00 or such token amounts will be allowed. Add: Subparagraph 9.3.5 The Construction Manager shall have the right to require signed material lien waivers from all Contractor's major suppliers. Names of major suppliers and the amounts due to them shall be provided at pre-award interview by all Contractors." SUPPLEMENTARY CONDITIONS 00710 - 13 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Add: Subparagraph 9.3.6 "The Contractor shall be required to submit certified wage reports, with each progress pay application. Failure to submit certification will deem the application incomplete and the application will be returned to the Contractor without further processing. Modify Subparagraph 9.4.1 In the first sentence delete the word "certifying" and substitute "reviewing". Add: Subparagraph 9.5.3 If Contractor defaults or neglects to carry out the work in accordance with the contract documents or fails to perform any provision thereof, the Construction Manager may, after three (3) calendar days written notice to the Contractor and without prejudice to any other remedy it may have, make good such deficiencies. The Construction Manager shall adjust the total contract price by reducing the amount thereof by the cost of making good such deficiencies. Modify Subparagraph 9,6.6 by adding the following to the end of the Subparagraph: "The Contractor and its Surety agree any issuance of a Contractor's Application and Certificate for Payment by the Architect, payment on the Contract Sum or in reducing any retained amount, or any use or occupancy of the Work will in no way relieve them of the obligation to completely fulfill or accomplish all obligations of the Contract, inc.luding warranty of the Work, and that they waive any actual or alleged rights of subrogation or action against the Owner or the Architect as a result of any such issuance of a Contractor's Application. and Certificate for Payment, payment, or use or occupancy. At any time the Surety, shall have the right to examine the status of the Work, as well as any payments, and may request the Owner to withhold additional sums as it considers appropriate to protect its interests," Add: Subparagraph 9.6.7: Where there is limited storage area on the Project Site, the Owner will consider making payment for certain materials and equipment which are stored off the site if such action will improve or benefit the progress of the Work, The Owner shall be the sole judge as to the types of materials and equipment it will pay for while in off-site storage and the conditions for the payment. Notwithstanding anything herein to the contrary, the Owner will not pay for items in off-site storage which are damaged or otherwise defective, off-the-shelf type materials, held at the producer's plant, or produced over a period of time and normally would be installed to a schedule over a period of time as they are delivered, (unless the Owner has caused a significant change in the schedule). For consideration of payment for items stored off-site, at the start of the Work the Contractor shall submit a list to the Construction Manager for review and concurrence, state the reasons for each, the proposed storage locations and the anticipated delivery time. The list shall include: the item,proposed storage location, anticipated delivery time to the off-site storage. To qualify for consideration, the material or equipment stored off site shall be: ,1 a major item; .2 specially fabricated or produced for the Work of this Contract and shall be in accordance with the Contract Documents; .3 a critical material which is in short supply or which has an uncertain long lead time delivery schedule; .4 properly stored and protected, as required by 9.3.3, and approved by the Owner, including marking with the Project name; .5 certified by the Contractor, Subcontractor or supplier to be in storage and immediately available (when required); ,6 examined by the Construction Manager at the place of storage; .7 furnished at no additional cost or expense to the Owner except the time required to examine the items, unless otherwise authorized by the Owner; and .8 insured by a property insurance policy in an amount equal to the value of the material or equipment naming the Owner as beneficiary. Modify Subparagraph 9.7.1 by changing the word "seven" to "fourteen" In the fifth and ninth lines and add in the fourth line between the words "Payment," and "or", the words, "provided it has been properly submitted as specified. Delete Subparagraph 9.8.1 in its entirety and replace with: The date of substantial completion of the work of designated portion thereof is the date when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner can occupy or utilize the work or designated portion thereof for the use for which it is intended. Minor corrective work will not delay the determination that the Contract is substantially complete. SUPPLEMENTARY CONDITIONS 00710 -14 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Modify Subparagraph 9.8.2: by adding to the end of the Subparagraph: "The Contractor shall proceed promptly to complete and correct all incomplete work." Add: Subparagraph Clause 9.8.2.1 If the status of the completed Work requires reinspection by the Architect and/or Construction Manager prior to issuance of the Certification of Substantial Completion or final payment, due to failure of the Contractor to complete the Work prior to an inspection. The Owner will deduct the additional Architect's and/or Construction Manager's compensation amount for reinspection services from the final payment to the Contractor. Modify Subparagraph 9.9.3 by adding to the end of the sentence: "and all applicable laws, codes, ordinances, rules, regulations and industry standards." Add: Subparagraph 9.9.4 The Owner reserves the right to enter the Project at all times and make installations of his equipment as work progresses and to install his furnishings as space becomes substantially complete. The Contractor shall cooperate and coordinate his work with workers of the Owner. Add: Subparagraph Clause 9.10.2.1 The Contractor, upon completion of the Project, shall fill out the Form IC-134 and send it to the Minnesota Department of Revenue for certification, The Department of Revenue will verify that the Contractor has complied with all of the applicable withholding laws, and if compliant, will certify the form with an official stamp, and return the form to the Contractor. The Contractor must submit this certified form along with his final Application for Payment to the Architect through the Construction Manager for final approval. Modify Subparagraph 9.10.4 by adding the following to the end of subparagraph: "The making of the final payment shall n01 constitute a waiver of any of the Owner's Claims, legal or equitable rights, remedies or redress. Add: Subparagraph 9.10.5: Contractor shall, at its own cost, defend, indemnify and hold harmless the Construction Manager, Architect, Owner, its officers, agents, employees, assigns, and successors in interest, from and against any and all liability, damages, losses, claims, demands, actions, causes of action, and costs including attorney's fees and expenses, or any of them, arising from or attributable to a lien or stop notice filed and/or served in connection with the work. Modify Subparagraph 10.1.1 by adding to the end of the first sentence: "and coordination of their safety program with the safety programs of other contractors and the Contractors shall submit a copy of his safety programs to the Construction Manager." Delete: Subparagraph 10.1.4 in its entirety. Add: Subparagraph 10,1.7 The Architect and Construction Manager shall have no duty to discover, detect or investigate the presence of any hazardous materials at or near the site of the Project at any time prior to, during or after design or construction of the Project. Should the Contractor know, detect or suspect the presence of hazardous materials at or near the site, the Contractor shall immediately disclose such information to the Owner for appropriate action by the owner, including, but not limited to, verification of the presence of hazardous materials and proper measure to deal with the hazardous materials. Delete Subparagraph 10.2.2 in its entirety and replace with: The Contractor shall give notices and shall comply in all respects to all Contract Documents, laws, codes, ordinances, rules, regulations and industry standards bearing in any manner on safety of persons or property or their protection from damage, injury or loss. The Contractor shall be directly responsible to and shall reimburse and compensate any person or entity, including the Owner, for any damage, injury or loss caused by any actions or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable in failing to comply with this Paragraph 10.2. Add: Subparagraph Clause 10.2.4.1 When use or storage of explosives or other hazardous materials or equipment, or unusual methods are necessary, the Contractor shall give the Owner reasonable advance notice. SUPPLEMENTARY CONDITIONS 00710 - 15 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Modifv Subparagraph 10.2.5 by deleting in the first sentence "(other than damage or loss insured under property insurance required by the Contract Documents)" and by deleting in the first sentence the words "Clauses 10.2.1.2 and 10.2.1.3" and substituting "this Paragraph 10.2" Add: Subparagraph 10.2.8 The Contractor shall send written notices, make necessary arrangements and provide services required for the care of gas mains, water pipes, steam pipes, sewer pipes, telephone and telegraph conduits, cables and other equipment or property, assuming responsibility and paying costs for which the Owner may be liable. The Contractor shall consult the Public Service Companies' records to determine the locations and extent of utilities. Existing services shall be maintained without interruption unless new services are provided. Add: Subparagraph 10.2.9 The Contractor shall at all times protect the excavation trenches, and the building from damage from rainwater, spring water, ground water, backing up of drains and sewers, and all other sources of water. The Contractor shall provide all pumps and other equipment and bailout all water and all enclosures to provide this protection. Contractor shall construct and maintain all necessary temporary drainage and do all pumping necessary to keep the excavation and basement free of water. Pum ping of water from other than the building excavations shall be the responsibility of the Contractor doing the Work. 10.7.1 Add Paragraph 10,7: Miscellaneous General Provisions 10.7.2 10.7.3 10.7.4 10.7.5 The requirements under 10.7, Miscellaneous General Provisions, shall be considered as minimum requirements and shall not be construed to limit the amount of protection required to safeguard all persons and property, nor construed as directing or establishing the Contractor's methods or responsibilities. The Contractor shall provide and maintain adequate fire extinguishers in and around the construction area, available to all workers, but shall not use extinguishers that are to be installed in the Work. The Contractor shall provide visual barrier at installed glass which conceivably could be walked into, or otherwise damaged. After removal of the visual barrier the Contractor shall clean all glass and replace any glass that has been scratched or otherwise damaged. The Contractor shall provide and maintain guard lights at barricades, railings, obstructions in streets, roads or sidewalks and at trenches or pits, including at those adjacent to existing buildings, public roads, walks, and similar locations where a hazard may exist. The Contractor shall provide and maintain suitable barricades or fences around excavations, including trench excavations, excavated by Contractor or Subcontractors. As may be applicable to the Project and to the Work, the Contractor shall provide and be responsible for: protection of equipment, materials, supplies and Work to prevent any damage, including from freezing, thermal shock, heat, water and other damaging elements; providing proper and adequate drainage (temporary and permanent) of the site in connection with work of this Contract; damage to property as a result of work or operations under this Contract, including but not restricted to damage from water, excavation, underpinning, removal or changing of structural supports; collapse or other failure to the Project resulting from the Contractor's acts, operations or work, including water undermining or creating pressure on the construction; pumping of water from work areas and excavations of this Contract, and spaces built, constructed or opened up under the Contract, and if necessary, installing temporary heat to keep the spaces dry; providing protection and planking on finished floors and other finished surfaces where work is being done by the Contractor or subcontractors; closing and protecting all holes or openings through walls, floors and roofs that are cut or built by the Contractor or subcontractors, and which will admit water to interior spaces during the construction period or will create a potential safety hazard ;removal of snow to accomplish the Work; keeping premises in neat and orderly condition; eliminating fire hazards. SUPPLEMENTARY CONDITIONS 00710 - 16 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 10.7.6 10.7.7 10.7.8 10.7.9 As may be applicable to the Project and to his Work, the Contractor shall be responsible for the following; providing safe and adequate stairways (temporary and permanent) for the use of all trades; maintaining access to the site; proper protection by heating of an enclosed building during cold weather; ventilation of an enclosed building to remove humidity; protection for trees and other similar features, which are to remain, from damage from operations in connection with Project, by boxing tree trunks and setting up barricades at sufficient distance to prevent damage to branches; complete water integrity of the Project and particularly roof areas, including watching operations of others to insure no damage to the water integrity; after the roof deck is placed, the removal of accumulated snow and ice within a building, which generally shall be hauled out (not melted), unless it is a minor amount, as approved by Architect. Any work on the roof, after roofing has been installed, shall be done over planking, plywood or other suitable protection, to spread loads under roof walkways and at all work areas, including around ventilating bases with protection provided by the Contractor. The Contractor and each subcontractor shall provide storage and enclosures to protect and preserve the materials stored at and off the site. Materials such as wood, metal, cement, masonry materials, equipment of any type, conduit and similar materials, shall not be set directly on ground. Coverings shall be durable, watertight, fully cover sides as well as top, substantial and well anchored to prevent blowing away. Shed type of enclosures shall be provided for easily damaged and small items. Any protection which becomes damaged shall be replaced immediately. Without exception, fan units and all other equipment with bearings or similar working parts shall be set on supports above the ground and snow and shall be enclosed with substantial well secured waterproof protection. Article 11: Insurance and Bonds/Suoolementary Conditions Modify: Article 11 shall be modified as follows: 11.1 Contractors Insurance 11.1.2 Subparagraph 11.1.2 shall be modified to add the following language: Workers' Compensation and Employers Liability: .1 Coverage A: Per state statute. .2 Coverage 8: $100,000.00 Each accident $500,000.00 Disease-policy limit $100,000.00 Disease-each employee Commercial General Liability: .1 $1,000,000.00 General Aggregate .2 $2,000,000.00 Products-Completed Operations Aggregate .3 $1,000,000.00 Each Occurrence .4 $1,000,000.00 Personal Injury The commercial general liability shall provide at a minimum the following coverages: .5 Operations of the Contractor .6 Operations of subcontractor (Contingent Liability) .7 Products/Completed Operations. (To be carried one year after completion of contract.) .8 Personal injury including employee related claims. .9 Employees as additional insured. .10 Property damage hazards of explosion, collapse and underground. .11 Contractual Liability. (To insure the provisions of Article 11.1) .12 The liability policy shall include Wold Architects and Engineers, Bossardt Corporation, and Independent School District #719 as additional insureds. SUPPLEMENTARY CONDITIONS 00710 -17 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Comprehensive Automobile Liability: .1 $1,000,000.00 Combined single limit bodily injury and property damage. The comprehensive automobile liability shall provide coverage for the following automobiles: .2 All owned automobiles. .3 All nonowned automobiles. .4 All hired automobiles. Umbrella Excess liability .1 $1,000,000.00 Over primary insurance $10,000.00 Retention for self insured hazard each occurrence .2 The umbrella liability shall provide excess limits over and above the commercial general liability, employers liability and comprehensive automobile liability limits as stated in this article. The insurance required by 11.1.1 shall be written for the limits specified or limits required by law, whichever is greater. The coverages, whether written on an occurrence or claims made basis, shall be maintained without interruption from date of commencement of the work until date of final payment and termination of any coverage required to be maintained after final payment. 11.1. Subparagraph 11.1.3 shall be modified to add the following language after the first sentence Such certificates shall be prepared on ACORD or CICC forms. Such certificates shall name the Architect and Construction ManaQer as additional insureds. Modify: Paragraph 11.3 by changing the title of the paragraph to "Builder's Risk Property Insurance" Delete Subparagraph 11.3.1.1: and replace with: Property insurance shall be written on an special form and shall include fire, extended coverage, vandalism and malicious mischief, theft, collapse, glass. Delete: Subparagraph 11.3.1.2: and replace with Revise: "Any deductible amount which may occur as part of the Builder's Risk policy shall be born by the named insureds making claims in direct proportion as their individual losses bear to the total loss and the policy deductible will be no more than $25,000." Delete Subparagraph 11.3.1.3: and replace with Such Builder's Risk policy shall allow for partial occupancy by the owner prior to completion of the project. Delete Subparagraph 11.3.1.4: in its entirety Add: Subparagraph 11.3.1.6: The Contractor, as trustee, shall have power to adjust and settle any loss with the insurer unless one of the parties in interest shall object in writing within five days after the occurrence of loss to the Contractor's exercise of this power, and if such objection be made, arbitrators shall be chosen as provided elsewhere in this Contract. The Contractor as trustee, shall, in that case, make settlement with the insurer in accordance with the directions of the arbitrators. If distribution of the insurance proceeds by arbitration is required, the arbitrators will direct such distribution. Delete: Subparagraph 11.3.2: in its entirety. Add: Subparagraph 11.3.4.1: Additional Insurance The insurance set forth in these documents is the minimum insurance required. Any additional coverages that may be necessary to further protect the Contractor are the sole responsibility of the Contractor. Delete: Subparagraph 11.3.5 in its entirety. Delete: Subparagraph 11.3.7 in its entirety. Delete: Subparagraph 11.3.9 in its entirety. 11.4 Performance Bond and Payment Bond SUPPLEMENTARY CONDITIONS 00710 - 18 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Delete: Subparagraph 11.4. in its entirety and replace with: "The Contractor shall furnish bonds covering faithful performance of the Contract and payment of obligations arising hereunder. Bonds must be obtained through a corporate surety authorized in the state of Minnesota and the cost thereof shall be included in the Contract Sum. The amount of each bond shall be equal to 100% of the Contract Sum. The form of the bond shall be AlA document A312. The standard language of this document shall be altered to be consistent with the notification requirements of the Supplemental Conditions, Section 00800, specifically in regards to termination of Contract and correction of work." Add: Subparagraph 11.4.1.1 For contracts exceeding $10,000 in value (including materials only suppliers) the Contractor shall furnish the specified bonds. Separate performance and labor and material payment bonds shall be provided." Article 12: UncoverinQ and Correction of Work/Supplementary Conditions Modify Subparagraph 12.2.1 by adding the following sentence to the end of subparagraph "The corrective work shall conform in the aspects with the original intent of the Contract Documents." Modify Subparagraph 12.2.4 by deleting the second sentence and replacing with the following: "If the Contractor does not proceed with correction of such non-conforming Work within the time specified in Paragraph 2.4, the Owner may remove non-conforming work and store salvageable materials or equipment at the Contractor's expense." Delete Subparagraph 13.1.1 in its entirety and replace with: The Contract shall be governed by the substantive and procedural laws of the State of Minnesota, and all forums for the resolution of claims or disputes shall be Minnesota forums. Modify Subparagraph 13.3.1 by adding at the end of the subparagraph ", or if sent by facsimile and such facsimile transmission is electronically confirmed at the current facsimile number of the party receiving notice, provided, however, that any notice delivered to the Owner by facsimile shall be sent to the facsimile number of the Owner's Representative." Modify Subparagraph 13.5.1 by adding at the end of the second sentence: "and shall immediately provide copies of all results, and reports of such tests, inspections and approvals to both the Owner and Architect" and by adding in the third sentence, after the word "Architect" the words "and the Owner." Modify Subparagraph 13.5.2 by adding at the end of the subparagraph the following: "The Contractor shall immediately provide copies of all results, and reports of such tests, inspections and approvals to the Owner, Architect, and Construction Manager." Delete Paragraph 13.6 in its entirety. Delete Subparagraph 13.7.1 in its entirety and replace with: As between the Owner and the Contractor, the applicable statute of limitations shall commence at such time as the party asserting a Claim or cause of action against the other party knew or should have known of the injury, damage, act or omission giving rise to any claim or cause of action. Add Paragraph 13.8 Owner Use or Occupancy of the Premises 13.8.1 The Owner reserves the right to jointly use the premises with the Contractor in the performance of its duties and functions as set forth in the Contract Documents. The Owner reserves the right reasonably to: (1) enter into the Project and premises at all times; (2) make installations of materials and equipment at appropriate times as the Work progresses; (3) store property in essentially completed areas; (4) linstall furniture and furnishings when spaces are at appropriate stages of completion; and SUPPLEMENTARY CONDITIONS 00710 - 19 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation (5) use the premises for other similar activities. The Contractor and Owner shall coordinate the Work with the work of the Owner and other contractors and shall cooperate so as not to unduly interfere with one another. Such activities shall not be construed as occupancy. 13.8.2 If any part, unit, or the entire Work or Project is Substantially Complete or ready for occupancy, the Owner may, upon reasonable notice to the Contractor, enter into and make use of the Work that is Substantially Complete or otherwise suitable for the Owner's purposes. 13.8.3 If the Work is not complete at the time required by the Contract, but the Work is to a state of readiness to permit partial or full use or occupancy by the Owner, the Owner reserves the right, upon reasonable notice to the Contractor, to enter into and make use of those parts that are suitable for its needs. The Contractor shall cooperate with and coordinate its operations in completing the Work with the Owner to minimize disturbance of the Owner's programs and functions. 13.8.4 The Owner's beneficial use or occupancy, as provided for in 9.8.1 through 9.9.1, shall not be construed as acceptance of the Work or of any of its materials or equipment. Such use and occupancy shall be subject to any corrections, deficiencies, damage, or omissions noted. Damage occurring after occupancy, not caused by the Contractor, will be the responsibility of the Owner or other Contractor causing the damage. 13.8.5 Upon substantial completion and occupancy by the Owner, complete and usable facilities of light, power, exits, heat, ventilation, air conditioning, utilities, toilets, and similar facilities necessary for safety, comfort, and Owner's functions shall be available at all times, so the Work can be used without hazard, discomfort, or inconvenience. After such occupancy by the Owner, its programs, functions, or normal use shall not be unnecessarily interrupted or interfered with, and unnecessary inconvenience will not be permitted. The Contractor shall schedule and arrange the Work with the Owner to accomplish this objective. 13.8.6 If the Work is not completed within the Contract Time and the Owner does occupy as permitted by subparagraph 13.8.3, that work which would interfere with occupancy shall be scheduled on weekends, or other times when the Work is not in use without additional cost to the Owner. The Contractor will be allowed reasonable access to the areas as necessary to complete the Work. All operations and activities relating to electrical, heating, air conditioning, ventilation, plumbing services, and phases shall be accomplished in accordance with a sequence schedule planned with the Owner so that complete facilities are maintained. Modify: Subparagraph 14.1.2 after the word "executed", by deleting the remainder of the sentence, and substituting: "provided that such Work conforms with the Contract Documents and all applicable laws, codes, ordinances, rules, regulations and industry standards." Modifv Subparagraph 14.1.3 by deleting the word "seven" and replacing with "fourteen", Add: Subparagraph Clause 14.2.1.5 "fails to make satisfactory progress in performing all of the Work for a period of three (3) business days." Add Subparagraph Clause 14.2.1.6 "suspends its business operations or otherwise fails to operate its business in the ordinary course. JI Add: Subparagraph Clause 14.2.1.7 files a bankruptcy petition or has a bankruptcy action commenced against it that is not discharged within 30 days of commencement of same, makes an assignment for the benefit of its creditors, is unable to pay its debts as they become due, has a receiver appointed to manage the Contractor's assets or otherwise is or becomes insolvent. Add: Subparagraph Clause 14.2.1.8 fails to maintain schedules as required by the Contract Documents, or fails to comply in a material way with design requirements of the Contract Documents, or persistently fails to perform the work in accordance with the Contract Documents. SUPPLEMENTARY CONDITIONS 00710 - 20 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Modify Subparagraph 14.2.2 In the first sentence by deleting "and upon certification by the Architect that sufficient cause exists to justify such action". Modify Subparagraph 14.2.2 In the first sentence by deleting the work "seven" and replacing with "three". Delete Subparagraph 14.2.4 in it entirety and replace with: If the unpaid balance of the Contract Sum exceeds the direct and indirect consequential costs of completing the Work (including but not limited to fees and charges of Engineers, Architects, Construction Manager, attorneys and other professionals and court and arbitration costs), and other damages incurred by the Owner, such excess will be paid to the Contractor. If such costs and damages exceed such unpaid balance, the Contractor shall pay the difference to the Owner. When exercising any rights or remedies under this paragraph, the Owner shall not be required to obtain the lowest price for the Work performed. This obligation for payment shall survive termination of the Contract. Add Paragraph 14.4 Termination by the Owner for Convenience 14.4.1: The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. Termination by Owner under the Paragraph shall be by written notice given to the Contractor, specifying the extent of termination and the effective date. 14.4.2: Upon receipt of the notice of termination, Contractor shall immediately, in accordance with Owner's instructions proceed as follows: .1 Cease operations as specified; .2 Place no further orders and enter into no further subcontracts for materials, labor, services or facilities to the extent that they relate to terminated Work; .3 Unless otherwise specified, terminate all subcontracts and orders to the extent that they relate to Work so terminated; .4 Complete the performance of Work not terminated; and .5 Take such other actions as may be necessary or requested by Owner for the protection and preservation of the terminated Work. 14.4.3: In the case of termination for the Owner's convenience, the Contractor shall be entitled to receive payment from the Owner on the same basis provided in Subparagraph 14.1.2 as supplemented herein. However, if the Owner has incurred damages or loss as a result of the actions or omissions of the Contractor, Subcontractors, Sub-subcontractors, or anyone directly or indirectly employed by them or for whose acts they may be liable, the Owner shall be entitled to reduce any payments to the Contractor by the amount of any such damages or loss, and shall further be entitled to institute all legal and equitable proceedings against the Contractor to recover any remaining damages or loss resulting from such actions or omissions. Add Article 15: Additional Conditions Add paragraph 15.1 Additional Definitions 15.1.1 Accepted, approved, satisfactory, equal to, proper, as directed and similar terms: These shall mean the decision rests with the Architect, whose decision shall be final and binding upon the Contractor and Subcontractors. 15.1.2 Project, Work, Job: In the technical sections or on the drawings, these terms may be used interchangeably and are synonymous. They shall mean the facility, construction and/or improvement within the intent and scope of the Contract Documents. The terms shall mean the entire facility, or separable parts as appropriate to the use of the term, including that under subcontract where applicable, and includes labor, materials, equipment, services and skill. 15.1.3 Notice to Proceed: This shall mean verbal or written notice by the Architect or Owner to the Contractor to commence Work of the Contract, issued either before or after execution of the Contract. If verbally given, and the Contractor requests, the notice shall be confirmed in writing. In issuing the Notice, stipulations may be included as to time and other requirements that may condition commencement of the Work. SUPPLEMENTARY CONDITIONS 00710 - 21 Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation Add paragraph 15.2 Use of Drawings and Specifications 15.2.1 During construction, the Contractor shall examine and use all Specifications and Drawings for the Project, including those that may primarily pertain to other work the Contractor normally does not perform with his own forces. The Contractor shall use all of the Project Drawings and Specifications: for a complete understanding of the Project and the Work; to determine the type of construction and systems; for coordination; to determine what other work may be involved in various parts or phases; to anticipate and notify others when work will be required; and all other relevant matters related to the Project. The Contractor shall also be bound by all the requirements to complete his Work, that are applicable to, pertain to, or affect the Work, as may be shown or inferred by the entire set of Drawings and Specifications. Add paragraph 15.3 Periodic Payment Estimate 15.3.1 When required by the Owner to establish a schedule of money available to make payment of periodic Applications for Payment, the Contractor shall provide an estimate, by months, of the anticipated amounts for each periodic payment. The retained percentage shall be considered in the estimate schedule, as well as anticipated job progress and materials delivery. The schedule will be deemed an estimate only, for financial planning purposes, and the Contractor shall not be bound to conform to the schedule. The schedule may be required by the Contract Documents or requested by the Owner after Contract execution. Add paragraph 15.4 Layout of the Work 15.4.1 The Contractor shall employ a qualified engineer or registered surveyor to stake out and locate the construction, locate property markers and other points as needed to properly locate the Work under this Contract, locate all significant corners of each unit, roads and parking areas, locate pertinent features of the site and establish necessary references and bench marks, all of which the Contractor shall preserve. 15.4.3 The Contractor shall recognize that the drawings necessarily are diagrammatic, in many instances. All work and in particular, exposed piping, ducts, conduit and similar items shall be neatly and carefully laid out to provide the most useful space utilization and the most orderly appearance. Except as otherwise indicated or directed, piping and similar work shall be installed as close to ceilings and walls as conditions permit, located to prevent interference with other work or with the use of the spaces in the manner required by the functions of the room and the Owner. Valves shall be located in inconspicuous but accessible places. Before proceeding with any work, particularly where exposed, the Contractor shall carefully plan the layout and review it with the Architect and Construction Manager for acceptability of location. 15.4.4 The Contractor shall verify grades, lines, levels and dimensions shown on drawings and report any errors or inconsistencies to Architect for decision before commencing work. The Contractor and his subcontractor shall be responsible for the correct location, dimensions and elevations of his Work. As the Work progresses, the Contractor shall be responsible for the layout of the exact location of all partitions and similar features, as guide to all trades. Add paragraph 15.5 General Quality of Work, Installation and Operation 15.5.1 All of the Work shall be strictly first quality, in materials, erection, installation and workmanship. 15.5.2 The Contractor shall request interpretations from the Architect through the Construction Manager for the following: Work indicated on the Drawings or specified in such a manner as to make it impossible to produce Work of the highest quality within the space shown; possibilities of damaging effects of expansion and contraction; discrepancies found between Drawings or between Drawings and Specifications. If the Contractor does not request such interpretation, no excuse will be entertained thereafter for failure to carry out and guarantee the Work in a satisfactory manner. Elements of the Work intended to protect against the weather shall be guaranteed weatherproof and watertight. SUPPLEMENTARY CONDITIONS 00710 - 22 -~. Section 00710 - Supplementary Conditions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 15.5.3 Proper performance of the Contract shall imply correct and proper placement, proper or published results for products and equipment, fitting and operation of fixed or movable and operating parts of the Work" including doors, windows, hardware and all systems and equipment. Materials and equipment shall be complete in every respect, with parts, connections, anchors, devices, backing, fittings and other necessary items, and shall be completely installed, anchored, fitted and placed in operating condition. Before buying, constructing or installing work, the Contractor shall notify the Architect of conditions which exist in the Contract Documents which will adversely affect proper operation or first quality installation. 15.5.4 Throughout Project, accommodate various materials and pieces of equipment that are fitted to other materials and equipment and various materials that are applied to which other materials attach. Take all reasonable precautions to insure materials, devices, items, equipment or other products can be satisfactorily applied or installed to each other or work of others and make necessary adjustments during preparation of shop drawings or in advance of field or shop work to accommodate other work. 15.5.5 Materials or equipment shall be installed or applied according to directions of the manufacturer or recommendations of an association dealing primarily with materials, unless specifically designated otherwise. In no case shall installation, including any temporary work necessary (e.g. shoring), be below standard recommended by manufacturer. Where specified requirements exceed the manufacturer's standards, the specification shall govern. Fabrication (including reinforcing and accessories) and installation shall be provided to insure proper placement and use of the item or material under the location, use, condition and available space to serve intended function and to meet code requirements. Equipment and devices shall be provided and installed to "fail safe" under normal operating conditions and it shall be Contractor's obligation to provide and install work in such manner. Add paragraph 15.6 General Fire Safety 15.6.1 The Contractor shall exercise extreme care to maintain and exercise adequate fire safety precautions throughout construction. This shall include providing sufficient devices, watchmen, standby helpers or other precautions during construction, in use of temporary heat, welding, brazing, sweating, testing or other phases or work. Welding, brazing, cutting and sweating operations performed in vicinity of, or accessible to, combustible materials shall be adequately protected to make certain that sparks or hot slag do not reach the combustible materials and start a fire. Glass and glazed material shall be masked from splatter. When necessary to do cutting, welding, brazing, sweating, in vicinity of wood, or combustible material (and the combustible material cannot be removed), the materials shall be adequately protected with fireproof coverings. In addition, a helper shall be stationed nearby with proper fire extinguishers to guard against sparks and fire. 15.6.2 Whenever combustible materials have been exposed to sparks, molten metal, hot slag or splatter, a person shall be kept at the place of work for at least two hours after completion to make sure that smoldering fires have not been started. Whenever cutting or welding operations are carried on in a vertical pipe shaft, a man to act as a fire guard shall be employed to examine floors below the point of cutting or welding. This fire guard shall be kept on duty at least two hours after completion or work to guard against fires and he shall examine each level after this time, prior to leaving. END OF DOCUMENT 00800 SUPPLEMENTARY CONDITIONS 00710 - 23 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 01012 CONTRACT WORK SCOPE DESCRIPTIONS PART I - GENF:RAL 1.1 DMSION OF CONTRACT A. This is a Construction Management Project. There is no General Contractor. The Owner will award separate contracts for all contracts described in this section. The project will be administered, managed, and coordinated by the Construction Manager. B. Although each Contract involves an obvious and recognizable segment of "'conventional" subcontracting, multiple contract performance requires that adjustments be made to permit the completion of a Contract as a construction unit. Each Contractor is to review the total scope of their responsibilities with respect to their work and provide for same in their proposal. C. All work relative to the project is identified by the Contract Documents. Each Contractor is required to review all portions of the Contract Documents to completely determine their Scope of Work and to become familiar with the Scope of Work of others. Nothing contained in the work scope description shall be construed as overriding or changing the Contract Documents. Disputes concerning the assignment of work between Prime Contracts will be interpreted by the Construction Manager and recommendations for resolution of the dispute provided to the Architect. D. The scope of each Contractor's work is defined in this section. Each Contractor shall familiarize themselves with the requirements of those Contracts that interface with their own. The Contractor shall consider the fact that their work follows the work of another Contractor and that still another Contractor will interface with the work of their own. E. Nothing contained in the Contract Documents and especially in the work scope shall be construed as a work assignment to any construction industry trade. Each Contractor is responsible for their own decision on work assignments and shall make them in accordance with the prevailing practice in the area of the Project, and in such a way that neither their progress nor the progress of others shall be adversely affected by the Contractor's decision. F. There is no limit to the number of Contracts and/or Projects anyone Contractor can bid. Refer to Supplementary Instructions to Bidders, Subparagraph 4.1.6 for additional information. 1 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation G. The Owner may purchase certain material and equipment items to be incorporated into the work by designated Contractors. The designated Contractor is to accept delivery and unload, handle, store, and install the appropriate items. Upon delivery, the designated Contractor is to verify product suitability, quantity, quality, and condition as soon as it can be ascertained and shall accept care, custody, and control responsibility as if it were their own purchase. H. The provisions of the General Conditions, Supplementary Conditions and Division 1 General Requirements apply to the work of each Contract. I. With the exception of Supply-Only Contractors, all Contractors are responsible for the following scope items: 1. Compliance with project safety requirements as specified in Section 01520- Safety . 2. Temporary walls, barricades and cover related to Contractor's work for maintenance of security, safety, cleanliness, and protection of materials in area. 3. Ongoing cleanup of work area and removal of debris related to Contractor's work. Reference the Supplementary General Conditions and Division 1 of the Specifications. 4. Mobilizations and phasing of work as required by the project construction schedule. 5. Attendance at weekly site coordination meetings as scheduled by the Construction Manager during the duration of the Contractor's work on site and at least one week prior to the scheduled start of the Contractor's work on site. 6. Coordinate with the Owner, Construction Manager and other Contractors to comply with the Owner's occupancy requirements during construction. Contractors are required to meet state and local requirements for occupancy by area. 7. Provision of shop drawings, submittals, samples, manufacturer's installation instructions, manufacturer's certificates, Owner's Instruction, 0 & M Manuals, and warranties as outlined in the Project Specifications as applicable to the work of each Contract. 8. Conformance with the contract closeout procedures as outlined in the project specifications . 9. Temporary facilities as specified in Section 01500. 2 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 10. This is a phased construction project being built and remodeled in an occupied building. Storage of materials within any portion of the building are not available. Material to be installed within a phased area must be palletized and/or able to be relocated within the phased area without disruption to other Contractors working within the phased area. Materials must be stored within the designated construction lay-down area as approved by the Construction Manager. This lay-down area has physical limitations and the Construction Manager shall approve storage needs. Phased material deliveries shall be required. PART 2: SUMMARY OF WORK 2.1 CONTRACT WORK SCOPE DESCRIPTIONS The following terms used in the Contract Work Scope Descriptions are hereby defined as follows: 1. Supply: Contractor is to furnish the specified item(s) for installation by others. All applicable freight charges, marking, protection, and delivery to the jobsite are the responsibilities of the "Supply Only" Contractor. Contractor is to provide 48-hour advance notice on shipments to the jobsite. If 48-hour advance notice is not given, shipment may be refused by the Construction Manager. 2. Install: Contractor is to accept delivery, unload, store, protect, sort, distribute and install materials/items supplied by others as per the specifications and plans. All mounting hardware not part of the "Supply Only" specifications is to be furnished by the installation contractor. 3. Provide: Contractor is responsible for the supply and installation of specified materials/items, including delivery, unloading, and storage at the jobsite. 2.2 SCHEDULE OF CONTRACTS A. Separate proposals will be received by the Owner for the following Work Scope Descriptions. Refer to Section 2.2.B for detailed descriptions. Contract # Description 610 1140 1500 1600 GENERAL CONSTRUCTION FOOD SERVICE EQUIPMENT MECHANICAL ELECTRICAL 3 Section 0 I 012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation B. DETAILED WORK SCOPE DESCRIPTIONS CONTRACT #610 GENERAL CONSTRUCTION A. Specification Sections Included: 02070 03300 03600 06101 07531 07600 07900 09250 09510 09650 09900 Selective Demolition Cast-In-Place Concrete Grout Rough Carpentry Fully Adhered Elastomeric Sheet Roofing Sheet Metal Coping and Flashing Sealants and Caulking Gypsum Board Acoustical Ceilings Resilient Flooring Painting B. This work shall include all labor, materials, equipment and supervision required to complete the work of the above referenced section(s), including, but not necessarily limited to the following: I. Provide sales tax on material supplied by this Contract. 2. Provide insurance; and performance, and labor and material payment bonds. 3. Provide your field foreman with Nextel phone capable of 2 way communication with Bossardt Corporation staff. 4. Provide allowance for 20 laborer man hours, plus 10 hours of carpentry labor for use in general clean up, temporary construction, etc., as determined by the Construction Manager. Supervision of labor allowance time shall be included in the base bid. These allowance hours must be reviewed and tracked on a daily basis through the Construction Manager. Carpentry Contractor must have daily time tickets signed by the Construction Manager when allowance hours are used. :5. Include an Allowance of $500 for purchase of construction materials for temporary partitions, barriers, enclosures, etc., as directed by the Construction Manager. Material allowance is for direct purchase cost of materials including sales tax. Contractor overhead and profit is in addition to this amount. Actual material invoices must be submitted for this allowance. Provide field measurements for materials supplied by this Contract. 6. Provide coordination of work with Owner, Construction Manager and other contractors and the Construction Schedule. Mobilizations as required by the Construction Schedule. Reference Specification Section 01101. Maintain progress in accordance to the Construction Schedule. '7. Receive, unload, store, protect all provided and/or installed items by this Contract to include taking inventory as required to verify all items are accounted for. This contractor must report shorted or damaged materials from shipments supplied by others to the Construction Manager within 24 hours of receipt of shipment. Beyond this time period, it will be assumed that all materials on shipping ticket were received and are the sole responsibility of this contractor. Contract Work Scope Descriptions #610 01012-1 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 8. Provide ongoing clean up of work area, including packaging materials related to installation only work, to Owner-provided dumpster. 9. Provide ongoing daily clean up (broom clean) of work areas. Clean adjacent areas when required as related to the work of this Contract. 10. Provide wood roof blocking, plywood, sheathing as shown and/or specified. 11. Provide temporary plywood weathertight enclosures for openings made by this contractor. 12. Provide safe, legal demolition and removal from site of the following as indicated per the plans, notes and specifications, unless noted for mechanical, electrical, or asbestos abatement contractors to remove, including but not necessarily limited to: a) Flooring materials (including removal of adhesives). Include base where applicable. b) Items as may be required to complete new construction. c) Concrete floor slabs. d) Roofing. 13. Provide all wood blocking, wood framing, wood sheathing, etc. complete. 14. Provide all labor, material, and equipment for all demolition as shown and/or specified. 15. Provide temporary dust protection as required for demolition. 16. Provide all vapor barrier, insulation #5, and light weight concrete as shown and/or specified per Detail 1 /4-3. 17. Provide all grout patching and placement as shown and/or specified. 18. Provide metal framing, drywall, taping, and sanding for a complete installation of the drywall soffits as shown and/or specified. 19. Provide all roof patching for a complete weather tight system as shown and/or specified. 20. Provide all sheet metal coping and flashing as shown and/or specified. 21. Provide acoustical ceiling system complete including suspension/grid system, ceiling tile, moldings edge trim, etc. as shown and/or specified. 22. Provide all resilient flooring and base as shown and/or specified. 23. Provide all painting as shown and/or specified. 24. Provide all block wall patching and repairing as shown and/or specified. 25. Provide quarry tile patching as shown and/or specified. Reference Detail A2. 26. Provide all cutting of existing roof structure and roofing and provide all blocking, insulation, firestopping, flashing, sheet metal, and roofing for equipment curbs and piping boxes as shown on Detail 1 /3-5 and 2/3-5. Coordinate with Mechanical Contractor. 27. Provide double 2x6 joist per detail 1 /3-1. Coordinated with Mechanical Contractor. Contract Work Scope Descriptions #610 01012-2 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation C. Exclusions None. D. Bid Alternates None. E. Unit Prices None. Contract Work Scope Descriptions #610 01012-3 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation B. DETAILED WORK SCOPE DESCRIPTIONS CONTRACT #1140 FOOD SERVICE EQUIPMENT A. Specification Sections Included: 07900 11400 Joint Sealants (as applicable to the work of this Contract) Food Service Equipment B. This work shall include all labor, materials, equipment and supervision required to complete the work of the above referenced section(s), including, but not necessarily limited to the following: 1. Provide sales tax. Provide performance and payment bonds, as specified. 2. Provide submittals, shop drawings, operation and maintenance manuals, and product data as specified. 3. Provide coordination with other contractors on site and the requirements of the construction schedule, specifically mechanical, electrical and concrete contractors for equipment installation and hook ups. Reference Specification Section 01101. 4. Provide daily clean-up of debris generated by the work of this Contract. 5. Coordinate deliveries of equipment with the Construction Manager. Deliveries will be required to be closely coordinated to coincide with installation dates. 6. Provide rough-in drawings and catalog cuts for kitchen equipment as shown and specified, coordinate timing with construction progress. 7. Provide layout and field verification as required for the work of this Contract and coordination with other contractors. 8. Provide demonstration and Owner instruction as specified. 9. Provide and install all new equipment as shown and specified. 10. Provide new equipment, uncrated, cleaned, installed in place, leveled for use and/or mechanical/electrical hook ups. 11. Repair damage to any new equipment. 12. Provide all necessary parts, accessories, fasteners, trim, etc., required for a complete installation. 13. Provide all refrigeration work required for complete operating system, including refrigeration and condensate piping. 14. Provide sealants as shown and specified for the work of this Contract. 15. Provide kitchen hoods and fire suppression systems as shown and specified. 16. Provide protection of own work and surrounding work. Contract Work Scope Descriptions # 1140 01012-1 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 17. Provide shoring, bracing, scaffolding, and barricades necessary to complete the work of this Contract. 18. Provide pre-engineered walk-in cooler and freezer, including doors and wall, floor and ceiling panels. Closure trim at walls and filler panels and support framing above cooler and freezer to above adjacent ceiling elevation. Remote compressors with wall mounted rack, and all refrigeration items, refrigeration and condensate piping, wiring, charging and testing. Not shown to be by others. 19. Provide sealing/caulking of equipment to adjacent wall surfaces where shown and specified. 20. Provide cleaning of all surfaces prior to Owner acceptance. 21. Provide permits and inspections as required by authorized regulatory agencies. 22. Coordinate, arrange and attend Minnesota Department of Health inspections as required to obtain approval to operate kitchen. C. Exclusions None. D. Bid Alternates None. E. Unit Prices None Contract Work Scope Descriptions # 1140 01012-2 ,. Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Additions Prepared by Bossardt Corporation B. DETAILED WORK SCOPE DESCRIPTIONS CONTRACT #1500 MECHANICAL A. Specification Sections Included: 15010 15025 15050 15140 15300 15412 15995 Basic Mechanical Requirements Reference Standards and Definitions Basic Mechanical Materials and Methods Supports and Anchors Fire Protection Sanitary Drainage and Vent Systems Project Closeout B. This work shall include all labor , materials, equipment and supervision required to complete the work of the above referenced section(s), including, but not necessarily limited to the following: 1. Provide sales tax, insurance, performance and payment bonds as specified. 2. Provide your field foreman with Nextel phone capable of 2-way communication with Bossardt Corporation staff. 3. Provide submittals as specified. 4. Provide coordination with Owner and other contractors on site and the requirements of the Construction Schedule. Reference Specification Sections 01101. 5. Provide as-built drawings, maintenance manuals, warranties, etc., as specified. 6. Provide coordination with the Electrical, Controls, Fire Protection Contractors, Mechanical Engineer, Commissioning Agent and the Construction Manager. 7. Provide temporary facilities as specified in Specification Section 01500. 8. Provide permits, tests, inspections, licenses, certifications and coordination with code authority and building officials. This contractor shall schedule and conduct all required inspections and notify the Construction Manager of schedule and result of inspections immediately after they occur. 9. Provide sleeves around any pipe passing through building construction, core drilling, cutting and patching, etc. as required, including cutting of roof decking if not included in the Work Scope of others. 10. Provide field engineering, measurements, layout, and coordination drawings with heating, air distribution, fire protection and electrical contractors as required. 11. Provide all hoisting and rigging required to complete the work of this Contract. 12. Provide firestopping and penetration sealants as required for the work of this Contract. 13. Provide supports, anchors, and sound and vibration control as required for the work of this Contract. 14. Provide daily clean-up of construction debris generated by the work of this Contract and disposal to Owner-provided dumpsters. Contract Work Scope Descriptions #1500 01012-1 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Additions Prepared by Bossardt Corporation 15. Provide all plumbing fixtures and specialties as required for complete operating systems. 16. Provide all condensate drain piping, drain traps, etc., as shown and/or specified. 17. Provide excavation, backfill and compaction as required for the work of this Contract. Dispose of excess materials on-site, grade to blend with site grading. Provide dewatering as required for the work of this Contract. This contractor shall be responsible to coordinate testing of soils for compaction in trenches with the Owners testing agency. 18. Provide verification and observation during concrete slab installation so that. mechanical devices are not incorrectly installed or damaged during concrete operations. (Floor drains) 19. Provide demolition of mechanical items not shown to be by others. 20. Provide new fire protection system and relocation as shown and/or specified. Include draining of system if needed. Including new fire sprinkler heads in freezer/cooler as shown and/or specified. 21. Provide coordination of sprinkler system with ceiling layout and installation of suspended ceiling system. 22. Provide identification and labeling as shown and/or specified. 23. Provide all escutcheons as required at all exposed wall and ceiling penetrations. 24. Provide testing and inspections, with copies oftests and certificates provided to Construction Manager and Architect/Engineer. 25. Provide all supports and anchors as required for the work of this contract. Provide angle and unistrut required to install work. 26. Provide extra stock materials to the Owner. 27. Provide all shop drawings and product data within 10 days of award of Contract. C. Exclusions None. D. Bid Alternates None E. Unit Prices None. Contract Work Scope Descriptions #1500 01012-2 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation B. DETAILED WORK SCOPE DESCRIPTIONS CONTRACT #1600 ELECTRICAL A. Specification Sections Included: Division 16 - All Sections B. This work shall include all labor, materials, equipment and supervision required to complete the work of the above referenced section(s), including, but not necessarily limited to the following: 1. Provide sales tax, insurance, performance and payment bonds. 2. Provide your field foreman with Nextel phone capable of 2 way communication with Bossardt Corporation staff. 3. Provide shop drawings, submittals, utility rebate application submittal and coordination. 4. Provide electrical permits, tests, inspections, licenses, certifications, fire alarm and coordination with code authority and building officials. 5. Provide coordination of work with other contractors and the Construction Schedule. Reference Specification Section 01101. 6. Provide temporary electrical service for construction use as identified in Specification Section 01500. 7. Provide ongoing clean up to Owner provided dumpster and recycling of applicable materials as specified. Clean surfaces soiled by the work of this contract. 8. Provide hoisting and rigging for the installation of the work of this contract. 9. Provide system operation and maintenance until substantial completion of the Project. 10. Provide as built drawings, maintenance manuals, etc., as specified. 11. Provide Owner training and instruction of system operation. 12. Provide warranty, maintenance, etc., as specified. 13. Provide frrestopping, caulking and sealants required for the work of this contract. 14. Provide core drilling, cutting, patching and capping associated with work of this Contract or for improperly located or defective work associated with this contract. 15. Provide raceways, conduit and fittings, outlet boxes, pull and junction boxes, wireways, bus duct, cable tray, underfloor conduits, floor boxes, receptacles, etc. as required. Coordinate underfloor installation with excavator and/or concrete contractor. 16. Work under this Contract may occur in areas of the building where final painting, flooring, ceiling grid/tile, and other finishes, casework, etc., will have been completed. Exercise care to protect prior work completed by other contractors, and if damage occurs, this Contractor will be responsible for repairs attributed to damage caused by their workers. 17. Provide wiring devices, switches, starters, disconnects, fuses, etc., as required and/or specified. Contract Work Scope Descriptions # 1600 01012-1 Section 01012 - Contract Work Scope Descriptions Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 18. Provide lighting system, lamps and controls as shown and/or specified. 19. Provide electrical identification, labeling, painting as shown and/or specified, including safety signage labeling for the work of this contract. 20. Provide a code compliant and complete fire alarm system as shown and/or specified. 21. Provide final electrical connection of equipment to power wiring furnished by others Le. freezer/cooler. 22. Provide remodeled fire alarm system, and public address system as shown and/or specified. Include wiring and cabling back to existing building system components as required. Cabling to be suspended, supported, or in conduit as per system specifications. Removal and replacement of ceilings and/or damages to existing building walls or finishes are the responsibility of this contractor. 23. Provide electrical demolition per plan key notes including but not limited to: Surface raceway, outlets, receptacles, switches, coax cable, poke thru floor boxes, lighting, conduit back to source, wire, fire alarm items, and connections to mechanical items etc. Provide patching as per Electrical key notes and general notes. 24. Provide protection for existing items to remain. This contractor shall be fully responsible to remove and replace and existing surfaces, ceilings, finishes, walls, floors, etc as is required to perform the work of this contract. Includes damages to and/or soiling of any existing to remain. C. Exclusions None. D. Bid Alternates None. E. Unit Prices None. Contract Work Scope Descriptions #1600 01012-2 Section 0 I 0 13 - Prevailing Wages Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation RESOLUTION RELATING TO SCHOOL DISTRICT CONSTRUCTION CONTRACTS AND PREVAILING WAGE RATES WHEREAS, it is in the public interest that school facilities be constructed and maintained by the best means and highest quality oflabor reasonably available and that persons working on such facilities be compensated according to the services they perform; and WHEREAS, the Board ofIndependent School District #719 desires to establish a policy to provide for the payment of prevailing wages on certain projects and further for a means of enforcing such a provision and determining damages incurred if a contract does not comply with such requirements; and WHEREAS, the School Board now desires to provide that in construction contracts, the School Board would require any contractor and/or subcontractor to pay their respective employees, except for bona fide apprentices, who fall within a job classification established by the Minnesota Department of Labor Industry, at a minimum, the prevailing wage as certified by said Department; and WHEREAS, the School District desires to provide that in School District construction contract, if any contractor and/or subcontractor fails to abide by the prevailing wage requirement ofthe contract, the contractor shall pay to the School District as liquidated damages five percent (5%) ofthe contract amount; and WHEREAS, such provision would foster compliance with the School District's prevailing wage policy, which would promote fairness to all bidders in the competitive bidding process; and WHEREAS, School District construction contracts, shall be defined as that work specific to construction and only that included in plans and specifications prepared by the District's Architect of Record, and only that work listed in Bid Specification Section 01012, for the following 2005 referendum projects; Jeffers Pond Elementary, New Kindergarten / Early Childhood Center, Westwood Gym Addition, Hidden Oaks Pool Addition, Ponds Edge and Oakridge Remodeling. Only contracts bid after August 23, 2005, shall be subject to the requirements of this prevailing wage resolution; NOW, THEREFORE, BE IT RESOLVED that prior to the award of School District construction contract, the contractor shall agree that the contractor's employees and any subcontractor's employees, except for bona fide apprentices, who fall within ajob classification established and published by the Minnesota Department of Labor & Industry, shall be paid, at a minimum, the prevailing wage rates as certified by said Department of Scott County, Minnesota; and BE IT FURTHER RESOLVED that School District construction contracts, shall contain a provision which requires the contractor to pay to the School District, as liquidated damages, five percent (5%) of the contract amount if the contractor and/or subcontractor fails to comply with the prevailing wage provision ofthe contract; and BE IT FURTHER RESOLVED that School District construction contracts, shall contain such additional provisions as are determined by the Superintendent to be reasonably necessary to provide for the monitoring and enforcement of the prevailing wage requirements. PREVAILING WAGES 01013 MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PREVAILING WAGES FOR STATE FUNDED CONSTRUCTION PROJECTS W TillS NOTICE MUST BE POSTED ON THE JOBSITE IN A CONSPICUOUS PLACE Construction Type: Conunercial County Number: 70 County Name: SCOTT Effective: 2005-12-27 Revised: 2006-02-09 This project is covered by Minnesota prevailing wage statutes. Wage rates listed below are the minimum hourly rates to be paid on this project. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at a rate of one and one half (1 1/2) times the basic hourly rate. Violations should be reported to: Department of Labor and Industry Prevailing Wage Section 443 Lafayette Road N 5t Paul, MN 55155 (651) 284-5091 DLI.PrevWage@state.mn.us * Indicates that adjacent county rates were used for the labor class listed. LABOR CODE AND CLASS EFFECT BASIC FRINGE TOTAL DATE RATE RATE RATE 101 LABORER, COMMON (GEN LABOR 2005-12-27 27.13 9.61 36.74 WRK) 2006-05-01 28.63 9.61 38.24 102 LABORER,SKILLED-ASST CRFf 2005-12-27 27.13 9.61 36.74 JRNYMN 2006-05-01 28.63 9.61 38.24 103* LABORER, LANDSCAPING 2005-12-27 14.19 7.75 21.94 05/02106 2006-05-01 15.69 7.75 23.44 104 FLAGPERSON 2005-12-27 15.00 3.23 18.23 105 W ATCHPERSON 2005-12-27 23.15 9.61 32.76 2006-05-01 24.65 9.61 34.26 106 BLASTER FOR RATE CALL 651-284-5091 OR EMAIL DLI.PREVW AGE@STATE.MN.US 107 PIPELA YER (WATER, SEWER & GAS) 2005-12-27 27.63 9.61 37.24 2006-05-01 29.13 9.61 38.74 108 TUNNEL MINER FOR RATE CALL 651-284-5091 OREMAIL DLI.PREVW AGE@STATE.MN.US 109 UNDRGRND & OPEN DITCH LABOR 2005-12-27 27.63 9.61 37.24 (8') 2006-05-01 29.13 9.61 38.74 GROUP 1 * 2005-12-27 31.40 11.70 43.10 2006-05-01 32.90 11.70 44.60 201 HELICOPTER PILOT 202 CRANE,OVER 135' BOOM,WITHOUT JIB 203 DRGLN/SMLR,SHVL CNTRLS,3 CU YDS+ 204 PILE DRIVING, WITH 3 DRUMS IN USE 205 TOWER CRANE GROUP 2 2005-12- 27 21.55 1.18 22.73 206 CABLEW AY 207 CONCRETE MIXER,STATIONARY PLANT 208 DERRICK-GUY,STFLEG,PWR,SKD,IMMOV 209 DRGLN/SMLRISHVL CNTRLS,TO 3 CYDS 210 DRDGE OR ENGINEERlPOWER&ENGINEER 211 FRONT END LOADER,5 CU YDS & OVER 212 GRADER OR MOTOR PATROL 05/02/06 2 II 213 LOCOMOTIVECRANEOPERATOR 214 MIXR-PAVING,ROADMOLE,CONWAY/SMLR 216 TRACTOR - BOOM TYPE 217 TRACTOR CRANE - CRAWLER CRANE 218 TUGBOAT, 100 H.P. AND OVER GROUP 3 * 2005-12-27 2006-05-01 29.99 31.49 11.70 11.70 219 DUAL TRACTOR 220 ELEVATING GRADER 221 PUMPCRETE 222 SCRAPER,32 CU YDS AND OVER 223 SELF PROPELLED SOIL STABILIZER GROUP 4 2005-12-27 2006-05-01 26.92 28.47 11.70 11.70 224 AIR TRACK ROCK DRILL 225 ASPHALT BITUMINOUS STABLZR PLANT 226 AUTOMATIC ROAD MACHINE(CMI/SMLR) 227 BACKHLLEROPERATOR 228 CONCRETE BATCH PLANT 229 BITUMINOUS ROLLER,8 TONS OR MORE 230 BITUMINOUS SPREADER,FINISH (PWR) 231 CAT TRACTORS W/ROCK W AGONS/SMLR 232 CHIP HARVESTER AND TREE CUTIER 233 CONCRETE MIXER ON JOB SITE 234 CONCRETE MOBIL 235 CRUSH,W ASH,SCREEN GRAVEL PLANT 236 CURB MACHINE 237 DOPE MACHINE (PIPELINE) 238 DRILL RIGS (ROTARY,CHAIN,CABLE) 239 FORK LIFT OR STRADDLE CARRIER 240 FORK LIFf OR LUMBER STACKER 241 FRONT END LOADER OVER 1 CO YD 242 HOIST ENGINEER (POWER) 243 HYDRAULIC TREE PLANTER 05102106 41.69 43.19 38.62 40.17 3 244 LAUNCHER,TANKER PERSON,PILOT LIC 245 LOCOMOTIVE 246 MECHANIC WELDER 247 MILL,GRIND,AND PLANE MACHINE 248 MULTIPLE MACHINESIWELD,GENS,PUMP 249 PAVE BRKR,TAMP (PWR),MIGHTY MITE 250 PICKUP SWEEP W HOPPER OF 1 CUYD+ 251 PIPELINE WRAP,CLEAN,BEND MACHINE 252 PWR PLANT ENGINEER, 100 KWH + 253 PWR HORIZONTAL BORING MACH 6" + 254 PUGMILL 255 RUBBER TIRE TRACTOR,B/HOE ATTACH 256 SCRAPER UP TO 32 CUBIC YARDS 257 SKID LDR,1 CUYD+ & BACKHOE ATTACH 258 SLIP FORM (POWER DRIVEN)(P A VING) 259 TIE TAMPER AND BALLAST MACHINE 260 TRACTOR, BULLDOZER 261 TRENCHING MACH (SEWER,W ATER,GAS) 262 WELL POINT INSTALLATION GROUPS 2005-12-27 2006-05-01 23.88 25.43 11.70 11.70 35.58 37.13 263 AIR COMPRESSOR, 600 CFM OR OVER 264 BITUMINOUS ROLLER UNDER 8 TONS 265 CNCRTE DSTRB/SPRDIFNSH,FLOAT,JNT 266 CNCRTE SAW W MULT BLADE,PWR OPER 267 FORM TRENCH DIGGER, POWER OPER 268 FRONT END LOADER UPTO INCL 1CUYD 269 GUNITE GUNALL 270 HYDRAULIC LOG SPLITTER 271 LOADER-BARBER GREENE OR SIMILAR 272 POST HOLE DRIVING MACHINE/AUGER 273 POWER AUGER AND BORING MACHINE 274 POWER ACTUATED JACK 275 PUMP 276 SELF PROP CHIP SPRDR(FLAHERTY) 05/02/06 4 277 SHEEP FOOT CaMP ACTRlBLADE,200HP+ 278 SHOULDER MACH W SAND/CHIP SPRDR 279 STUMP CHIPPER AND TREE CHIPPER 280 TREE FARMER (MACHINE) 281 BTMNUS SPRDR/FINSH MACH OPRlHLPR GROUP 6 * 2005-12-27 15.00 2.95 17.95 282 CONVEYOR 283 DREDGE DECK HAND 284 FIRE PERSON OR TANK CAR HEATER 285 GRVL SCRN PLNT -PORT,NOCRUSH/W ASH 286 GREASER (TRUCK OR TRACTOR) 287 LEVER PERSON 288 OILR-SHVL,CRANE,DLINE,CRUSH,MILL 289 POWER SWEEPER 290 ROLLER ON GRAVEL COMPACTION 291 SELF PROPELLED VIBRATING PACKER 292 SHEEP FOOT ROLLER 293 TRACTOR, WHEEL TYPE, OVER 50 H.P. 294 TRUCK CRANE OILER GROUP 1 * 2005-12-27 17.80 7.30 25.10 301 MECHANIC - WELDER 302 TRACTOR TRAILER DRIVER 303 TRUCK DRVR,OPER HAND/PWR WINCH GROUP 2 2005-12-27 17.30 7.30 24.60 304 4 OR MORE AXLE,sTRGHT BODY TRUCK GROUP 3 2005-12-27 22.35 9.25 31.60 2006-05-01 23.90 9.25 33.15 305 BITUMINOUS DISTRIBUTOR DRIVER 306 BITUMINOUS DISTRIBUTOR-l PERSON 307 THREE AXLE UNITS GROUP 4 * 2005-12-27 22.10 9.25 31.35 05/02106 5 2006-05-01 23.65 9.25 32.90 308 BITUMINOUS DISTRIBUTOR SPRAY OPR 309 DUMP PERSON 310 GREASER 311 PILOT CAR DRIVER 312 RUBBER TIRED SELF PROPELL PACKER 313 TWO AXLE UNIT 314 SLURRY OPERATOR 315 TANK TRUCK HELPER-GAS,OIL,W ATER 316 TRACTOR OPERATOR, UNDER 50 H.P. 401 HEATING AND FROST INSULATORS 2005-12-27 27.18 21.35 48.53 402 BOILERMAKERS 2005-12-27 29.04 15.64 44.68 403 BRICKLAYERS 2005-12-27 27.89 14.85 42.74 404 CARPENTERS 2005-12-27 28.58 13.01 41.59 2006-05-01 30.08 13.01 43.09 405 CARPET LAYERS (LINOLEUM) 2005-12-27 27.44 12.58 40.02 406 CEMENT MASONS 2005-12-27 29.21 12.25 41.46 407 ELECTRICIANS 2005-12-27 31.30 18.84 50.14 408 ELEVATOR CONSTRUCTORS 2005-12-27 18.00 2.52 20.52 409 GLAZIERS 2005-12-27 29.36 12.90 42.26 410 LATHERS 2005-12-27 29.68 12.37 42.05 2006-05-01 31.18 12.37 43.55 411 GROUND PERSON FOR RATE CALL 651-284-5091 OR EMAIL DLI.PREVW AGE@STATE.MN.US 412 IRONWORKERS 2005-12-27 31.35 15.52 46.87 05/02106 6 2006-05-01 32.90 15.52 48.42 413* LINEMAN 2005-12-27 29.62 12.28 41.90 414 MILLWRIGHT 2005-12-27 29.38 14.34 43.72 415 PAINTERS 2005-12-27 28.10 12.65 40.75 416* PILEDRIVER 2005-12-27 30.26 10.86 41.12 417 PIPEFITTERS - STEAMFITIERS 2005-12-27 33.93 15.24 49.17 418 PLASTERERS 2005-12-27 29.83 11.65 41.48 419 PLUMBERS 2005-12-27 32.77 14.87 47.64- 2006-05-01 34.57 14.87 49.44 420 ROOFER 2005-12-27 16.00 2.00 18.00 421 SHEET METALWORKERS 2005-12-27 33.25 14.66 47.91 2006-05-01 35.15 14.66 49.81 422* SPRINKLER FITIERS 2005-12-27 34.97 14.36 49.33 2006-01-01 34.72 14.61 49.33 2006-06-01 36.67 14.61 51.28 423* TERRAZZO WORKERS 2005-12-27 28.47 14.19 42.66 424* TILE SETIERS 2005-12-27 26.10 16.11 42.21 425 DRYWALL TAPER 2005-12-27 27.28 13.32 40.60 430 WIRING SYSTEM TECHNICIAN 2005-12-27 28.35 10.84 39.19 431* WIRING SYSTEM INSTALLER 2005-12-27 19.72 10.84 30.56 05/02106 7 435* ASBESTOS ABATEMENT WORKER 436* SIGN ERECTOR 05/02106 .. 2005-12-27 2006-01-01 23.67 25.22 to.31 to.31 2005-12-27 24.37 5.68 33.98 35.53 30.05 8 SECTION 01025 CHANGE ORDERS 1.01 CHANGE ORDER PROCEDURES A. Changes in the Project scope of work affecting the project cost can be made only through AlA Document G701 _ Change Order. B. The procedures for processing changes in the scope of Work are listed as follows: 1. The Architect prepares one of the following documents to modify the scope of work. a. Supplemental Instructions (Sl) which are used for no cost changes. b. Proposal Request (PR) to be used for proposed changes that need written approval on cost prior to proceeding. c. Construction Change Directive AlA Document G714 (CCD) which is used when the work must proceed immediately and time and material cost submitted as soon as possible for review by the Architect. 2. The Contractor reviews and responds as follows: a. Supplemental Instructions (SI): This no cost change is to be carried out in accordance with the following modifications to the contract documents described herein. If this change effects cost, do not proceed with this change. Notify the Architect in writing within 10 days of receipt that an itemized (labor and material) quotation will be submitted within 21 days of initial receipt of this Supplemental Instruction. If a cost is not submitted within 21 days, this Supplemental Instruction will be accepted at no additional cost. b. Proposal Request (PR): Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. c. Construction Change Directive AlA Document G714 (CCD): Proceed immediately to carry out this change in the contract documents as described herein. If this revision effects cost, submit an itemized (labor and material) quotation within 21 days of receipt. If a cost is not submitted within 21 days this Change Directive will be accepted at no additional cost. 3. The Architect will review the Contractor's labor and material itemized quotation and respond in writing whether it is acceptable or needs revision. When all pricing is accepted by the Architect and Owner, a Change Order will be processed. Change Orders will be processed at increments determined by the Architect throughout the construction schedule. C. See General Conditions and Supplementary Conditions of the Work for methods of determining cost or credit, mark-up and schedule on submitting claims. END OF SECTION 01025 No. 062043 01025-1 Change Orders SECTION 01045 CUTTING AND PATCHING PART 1: GENERAL 1.01 DESCRIPTION A. Execute cutting, fitting or patching of Work, required to: 1. Make several parts fit properly. 2. Uncover Work to provide for installation of ill-timed Work. 3. Remove and replace defective Work. 4. Remove and replace Work not conforming to requirements of Contract Docwnents. 5. Install specified Work in existing construction. 6. Provide finished surfaces (to match adjacent existing surfaces) to fill III voids caused by removal or replac(:ment of materials. B. Pay for costs caused by ill-timed or defective Work, or Work not conforming to Contract Docwnents, including costs for additional services of ArchitectlEngineer. PART2: PRODUCTS 2.01 MATERIALS A. Replacement of Work Removed: Comply with specifications for type of Work to be done. B. Placement of Work to fill Voids caused by Removal: Comply with latest industry standards for type of Work to be done. PART 3: EXECUTION 3.01 INSPECTION A. Inspect existing conditions of Work, including elements subject to movement or damage during: 1. Cutting and patching. B. After uncovering Work, inspect conditions affecting installation of new products. 3.02 PREPARATION PRIOR TO CUTTING A. Provide shOJing, bracing and support as required to maintain structural integrity of Project. B. Provide protection for other portions of Project. C. Provide protection from elements. No. 062043 01045-1 Cutting and Patching 3.03 PERFORMANCE A. Neatly cut or demolish along straight, true, square lines. B. Execute cutting and demolition by methods which will prevent damage to other Work, and will provide proper surfaces to receive installation of repairs and new Work. C. Restore Work which has been cut or removed; install new products to provide complete Work in accord with requirements of Contract Documents. D. Refmish entire surfaces as necessary to provide an even finish. 1. Continuous Surfaces: To nearest intersections. 2. Assembly: Entire refmishing. END OF SECTION 01045 No. 062043 01045-2 Cutting and Patching Section 01101 - Milestone Schedule Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 01101 MILESTONE SCHEDULE PART I - GENERAL 1.1 SUMMARY The following milestone schedule indicates approximate dates for significant activities during the construction period. It is issued for information purposes only, and will be adjusted as required for the construction work. Contractors shall prepare and submit to the Construction Manager an initial progress schedule in duplicate within ten (10) business days after date of Owner-Contractor Agreement. The schedule must be detailed enough to address work activities, and their interrelationships with the other Contractor's work activities. This schedule will be subject to the approval ofthe Construction Manager prior to it being incorporated into the Project Schedule. Each Contractor's progress schedule shall include activities for coordination with the work of other Contracts, in sufficient detail for the Construction Manager's use in preparing the Project Schedule. Each Contractor and Material Supplier shall provide lead times for all materials provided under their Contract. Contractor must submit and have approved by the Construction Manager and Architect the initial progress schedule, or the initial Application for Payment can be withheld until this process has been completed. Detailed construction schedules will be prepared by the Construction Manager based on Contractor's input after award. Contractors shall conform to the dates established by the Construction Manager as required to ensure that detailed construction schedule milestones are met. The Construction Manager shall have fmal authority to resolve discrepancies between individual Contractor schedules and the detailed construction schedule. Contractors shall mobilize within five working days after written notice to proceed. 1.2 MILESTONE SCHEDULE Approval of Bids Approved Shop Drawings Begin Demolition Substantial Completion START OS/22/06 OS/22/06 06/01/06 FINISH 06/07/06 08/16/06 END OF SECTION Section 01200 Project Meetings Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The Construction Manager shall schedule and administer a pre-construction meeting, periodic progress meetings, and specially called meetings throughout the progress of the Work. The Construction Manager will: I. Make physical arrangements for meetings. 2. Preside at meetings. 3. Record the minutes; include all significant proceedings and decisions. 4. Reproduce and distribute copies of minutes prior to next meeting; a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. B. Representatives of Contractor attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. C. Architect/Engineer and Owner (Owner's Representative) may attend meetings to ascertain that Work is progressing and consistent with Contract Documents and the Construction Schedule. 1.2 PRE-CONSTRUCTION MEETING A. Schedule after date of Notice to Proceed, prior to clearing/grubbing, and after silt fence [tlStallation. B. Location: A central site, convenient for all parties, designated by the Construction Manager. C. Attendance: 1. Owner's Representative. 2. Architect/Engineer and his professional consultants. 3. Construction Manager. 4. Contractor's superintendents and Project Managers. 5. City of Prior Lake D. Suggested agenda: 1. Distribution and discussion of: a) List of major subcontractors and suppliers. b) Projected construction schedules. Critical work sequencing. Major equipment deliveries and priorities. Project coordination: a) Designation of responsible personnel. Procedures and processing of: a) Field decisions. b) Proposal requests. c) Submittals. 2. 3. 4. <;" -'. PROJECT MEETINGS 01200 - 1 Section 01200 Project Meetings Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation d) Change Orders. e) Applications for Payment. 6. Adequacy of distribution of Contract Documents. 7. Procedures of maintaining Record Documents. 8. Use of premises: a) Office, work, and storage areas. b) Owner's requirements. 9. Construction facilities, controls and construction data. 10. Temporary utilities. 11. Safety and first-aid procedures. 12. Security procedures. 13. Storm water pollution prevention plan. 14. City concerns and requirements. 1.3 PROGRESS MEETINGS A. Schedule regular meetings as deemed necessary by the Construction Manager. B. Hold called meetings as required by progress of the Work. C. Location of the meetings: the project field office of the Construction Manager. D. Attendance: 1. Architect/Engineer and his professional consultants as needed. 2. Construction Manager. 3. Contractor's project representative. 4. Superintendent or each Contractor on site, or scheduled to be on site during the following week. E. Suggested Agenda: 1. Review and approval of minutes of previous meeting. 2. Review of Work progress since previous meeting. 3. Review field observations, problems, conflicts. 4. Review problems which impede construction schedule. 5. Review of off-site fabrication, delivery schedules. 6. Review corrective measures and procedures to regain projected schedule. 7. Review revisions to construction schedule. 8. Current job progress, upcoming job work activities, and schedule. 9. Coordination of schedules. 10. Review submittal schedules; expedite as required. 11. Maintenance of quality and work standards. 12. Review proposed changes for: a) Effect on construction schedule and completion date. b) Effect on other Contracts of the project. 13. Coordination with activities that are taking place within the building, interruptions, etc. PROJECT MEETINGS 01200 - 2 Section 01200 Project Meetings Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 1.4 COMMISSIONING MEETINGS A. The purpose, timing, and attendance requirements for Commissioning meetings are specified in related sections. B. Commissioning Authority shall schedule and administer a commissioning construction phase wordination meeting, controls design coordination and review meetings, a pre-balancing conference, and additional commissioning meetings as necessary. C. Commissioning Meeting Administration I. Commissioning Authority will prepare the agenda for all commissioning meetings. 2. Commissioning Authority will notify persons expected to attend meetings in advance of the meeting date. 3. Commissioning Authority will make physical arrangements for the meetings. 4. Commissioning Authority will preside at the meetings. .s. Commissioning Authority will record minutes of meetings, including significant proceedings and decisions. 6. Commissioning Authority will reproduce and distribute copies of minutes of meeting participants. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION PROJECT MEETINGS 01200 - 3 Section 01290 Payment Procedures Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 01290 PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements governing each Prime Contractor's Applications for Payment. 1. Coordinate the Schedule of Values and Applications for Payment with the Contractor's Construction Schedule, Submittal Schedule, and list of Subcontractors. B. Related Sections: The following Sections contain requirements that relate to this Section. 1. Schedules: The Contractor's Submittal Schedule is specified in Division 1, Section 01300 Submittals. 2. Section 00800 Supplementary Conditions 1.3 SCHEDtJLE OF VALUES A. Coordination: Each Prime Contractor shall coordinate preparation of his Schedule of Values for his part of the Work with preparation of the Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Contractor's Construction Schedule b. Application for Payment forms, including Continuation Sheets. c. List of subcontractors. d. Schedule of allowances. e. Schedule of alternates. f. List of products. g. List of principal suppliers and fabricators. h. Schedule of Submittals. 2. Submit the Schedule of Values to the Construction Manager at the earliest possible date but no later than twenty days before the date scheduled for submittal of the initial Application for Payment. B. Format and Content: Provide a detailed breakdown of material and labor in sufficient detail for Construction Manager and Architect's review. Reference Specification Section 00800.9.2.4. for additional requirements of the Schedule of Values. 1. Identification: Include the following Project identification on the Schedule of Values (AlA form G702 CMa-1992 and Continuation Sheets G703-1992). a. Project name and location. b. Name of the Architect. c. Project number. PAYMENT PROCEDURES 01290 - 1 Section 01290 Payment Procedures Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation d. Contractor's name and address. e. Date of submittal. f. Contract(s) number and description(s). 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of Work. c. Change Orders (numbers) that affect value. d. Dollar value. 3. Provide a breakdown of the Contract Sum by contract number(s) and project(s) in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items. 4. Round amounts to nearest $100 dollar amount; the total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Application for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on site and items stored off site. Include requirements for insurance and bonded warehousing, if required by the Owner. 6. Provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Cost Breakdown: Each item in the Schedule of Values and Application for Payment shall be complete. Include the total cost and proportionate share of general overhead and profit/margin for each item. a. Temporary facilities, cost of bonds, and other major cost items that are not direct cost of actual work-in-place must be shown as separate line items in the Schedule of Values. 8. Schedule Updating: Update and resubmit the Schedule of Values prior to the next Application for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. List each Change Order separately on the Schedule of Values. 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. 1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the fmal Application for Payment involve additional requirements. B. Payment-Application Times: Payment Applications must be submitted monthly to the Construction Manager on or before the 20th day of the month for the work performed through the end of the month. No faxed Applications for Payment will be accepted. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Forms: Use AlA Document G702/CMa 1992 and Continuation Sheets G703 1992 as the form for Application for Payment. D. Application Preparation: Complete every entry on the form. Include notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. The Construction Manager will return incomplete applications without action. PAYMENT PROCEDURES 01290 - 2 Section 01290 Payment Procedures Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 1. Entries shall match data on the Schedule of Values and the Contractor's Construction Schedule. Use updated schedules if revisions were made. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application. '~ ,-. E. Transmittal: Submit two signed and notarized original copies of each Application for Payment t.o the Construction Manager. The Construction Manager will assist the Owner and Architect- Engineer in reviewing the Application for Payment and to make recommendations to the Architect-Engineer for adjustments required. The Construction Manager and Architect-Engineer are authorized to recommend withholding payments to Prime Contractors due to schedule eompliance, quality, and construction team cooperation and coordination. The Construction Manager will forward all Applications for Payment to the Architect-Engineer and Owner for further action. All copies shall be complete, including waivers of lien and similar attachments. F. Monthly payments on or about the 30th day of the following month will be made, less five percent (5%) retainage on completed work in place, material stored on the project site, and material stored off the project site with prior agreement. 1. Storage Agreement, Insurance Certificate for materials stored off site, and Consent of Surety to off-site storage are required. 2. Submit all completed documents to the Construction Manager ten days prior to requesting payment. G. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics liens for the construction period covered by the previous application to the Construction Manager. 1. Submit partial waivers for the amount requested, prior to reduction for retainage. 2. When an application shows completion of the Work, submit fmallien waiver. 3. The Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to the Owner. H. Initial Application for Payment: Administrative actions and submittals, that must precede the submittal of the first Application for Payment, include the following: I. List of subcontractors, principal suppliers, fabricators, and principal products. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Submittal Schedule (preliminary if not fmal). :5. List of Contractor's staff assignments. 6. Copies of permits, authorizations, and licenses from governing authorities for performance of the Work. '7. Certificates of Insurance. 8. Performance and Payment bonds. PAYMENT PROCEDURES 01290 - 3 Section 01290 Payment Procedures Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation I. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. I. This Application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. 2. Administrative actions and submittals that shall precede this Application include: a. Occupancy permits and similar approvals. b. Warranties (guarantees) and maintenance agreements. c. Testladjust/balance records. d. Maintenance instructions. e. Meter readings. f. Startup performance reports. g. Changeover information related to Owner's occupancy, use, operation and maintenance. h. Final cleaning. i. Application for reduction of retainage and consent of surety to reduction of retainage. j List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial Completion. J. Final Payment Application: Administrative actions and submittals that must precede the fmaI Application for Payment include the following: I. Completion of Project closeout requirements. 2. Completion of items specified for completion after Substantial Completion. 3. Ensure that unsettled claims will be settled. 4. Ensure that incomplete Work will be completed without undue delay. 5. Transmittal of required Project construction records to the Construction Manager. 6. Proof that taxes, fees, and similar obligations were paid. 7. Removal of temporary facilities and services. 8. Removal of surplus materials, rubbish, and similar elements. 9. Completion and receipt of AlA document, G706, G706A and G707. 10. Completion and receipt of state of Minnesota Form IC-134. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION PAYMENT PROCEDURES 01290 - 4 SECTION 01300 SUBMITTALS PART I: GENERAL 1.01 DESCRIPTION A. lIDs Section defmes procedures for the following submittals required by the Contract Documents. B. Provide submittals as noted in each Section. C. Allow for tv.'o weeks review of submittals to avoid delay of Work. D. Include with submittal preparation, field verifications of measurements, field construction criteria, verification of catalog numbers and similar data, and coordination of Work requirements and Contract Documents. E. Submit all color samples within 15 days of contract award for Architect's use in color selections. The Architect will not start the color schedule until all samples are received. PART 2: REQUIRED SUBMITTALS 2.01 SHOP DRAWINGS AND SAMPLES A. Submit shop drawings in accordance with Article 3 of the General Conditions and the following. B. Prepare clearly identified shop drawings or schedules to this specific project, containing only data applicable. Include with. the shop drawings or schedules a letter of transmittal listing and dating the submitted drawings in sets. C. Contractor to review all submittals prior to submittal to Architect, and indicate such review with a stamp and signature. Review submittals for conformance to Drawings, Specifications, coordination with other trades and adjacent construction and verification of field dimensions. Failure of Contractor to adequately review submittals shall be cause for rejection. D. Prepare and furnish to Architect for review, all shop drawings and manufacturers catalog sheets showing illustrated cuts of items to be furnished, scale details, sizes, dimensions, performance characteristics, capacities, wiring diagrams, weights and arrangements. I. The Contractor will provide submittals in the appropriate quantities for: a. Distribution to sub-contractors. b. Jobsite office. c. Owner's maintenance manuals. d. Four copies to be kept by Architects and Architect's consultants. 2. Provide each shop drawing with a clear space of approximately twenty square inches for stamps on the right hand side. E. The Architect will take one of the following actions on submittals: I. "Reviewed": Contractor shall proceed with ordering and/or fabrication. 2. "Review Comments": Contractor shall proceed with ordering and/or fabrication after taking into account noted comments. No. 062043 01300-1 Submittals 3. "Rejected": Contractor shall provide a submittal that meets the intent of the specifications. 4. "Revise and Resubmit": Contractor shall modify submittal to address conunents and resubmit. F. If equipment other than that used in the design of this project is proposed to be used, the Contractor and/or supplier shall verify electrical differences, dimension variations and weight increases. The Contractor shall be responsible for any extra costs incurred as a result of equipment substitutions. G. Information submittals and submittals that are not required shall be for Architects' and Engineers' use and be available for the design team's review at the jobsite. Quantity of submittals will be the same for Architect as noted under shop drawings. These submittals will not be reviewed, stamped or returned to the Contractor. H. Unless otherwise specified, submit to the Architect's office samples of size, and nature representing typical qualities. Where required, submit a sufficient number of samples to demonstrate the complete range of variations of the material or quality. Written acceptance of the Architect is required prior to ordering any item for which samples are required. I. Submit samples to Architect's office, securely packaged, with the name of the Project clearly indicated on the package exterior. Each physical sample shall have a label or tag, frrmly attached to the sample, bearing the following information: (a) Name of Project, (b) Name of Supplier, (c) Name of Contractor, and (d) Product information such as manufacturer's designation, finish, type, class, grade, etc. as is appropriate. The Architect will retain one copy of each sample. 2.02 LIST OF MATERIALS A. Within 7 days after the award of the Contract (notice to proceed or letter of intent), submit 4 copies ofa complete list of all material, products, and equipment proposed to be used in construction to the Architect for acceptance. Do not order materials until the proposed listed materials, products and equipment to be used in construction are accepted by the Architect. B. Where two or more makes or kinds of items are named in the specifications (or additional names are called for in addenda), the Contractor shall state which particular make or kind of each item he proposes to provide. If the Contractor fails to state a preference, the Owner shall have the right to select any of the makes or kinds named without change in price. C. This list shall be arranged generally in order of specification sections. The items listed shall fully conform to project requirements and specifications. All materials are subject to the Architect's acceptance. After acceptance, changes or substitutions will not be permitted. D. Clearly identify or list the material, product or equipment by manufacturer and brand by listing the names for all items, including those where only one material or product is specified. Each and every material, product and equipment shall be specifically named, not listed "as specified". 2.03 LIST OF SUBCONTRACTORS A. Refer to the General Conditions. B. Propose use of subcontractors or sub-subcontractors who are established, reputable [mns of recognized standing with a record of successful and satisfactory past performance. Include the following infonnation: specification section, item of work, subcontractor or supplier, material/manufacturer (as specified will not be allowed), project manager, phone and facsimile numbers. List major sub-subcontractors for mechanical and electrical work. Use only those subcontractors (and sub-sub-contractors, when appropriate) who are acceptable to the Architect and Owner on the Work. No. 062043 01300-2 Submittals , , 2.04 SCHEDULE OF VALUES A. Requirements 1. Submit separate Schedule of Values for each building or phase to Architect ten (10) days prior to first Application For Payment (AlA Form G702, G702a). 2. Use Schedule of Values only as basis for Contractor's Application For Payment. B. Form of Submittal 1. Base format on Sections listed in Table of Contents and break down labor and material separately. 2. Round off amounts to nearest ten dollars. 2.05 PROGRESS SCHEDULE A. Refer to the General Conditions for submittal requirements. 2.06 SUBMITTAL LIST A. The following submittal list is a guide for submittals required for specification divisions 2-14 on the project. Inconsistencies or omissions from the list does not relieve the contractor from required submittals delineated in each specification section. Section c .Q Cl> 1Ug ~~ t)~ c c .0 ~U 0.. Cf/) ro.Q E ..........cu cu 0 .... O::JC> ~tO ..t--# U'J.- ocO ::J_ U = g> e ]I 'L: 0.. f/) .- E~ C> a. .f; o 3: .!:to (1).... o f/) Q) c.. E to CJ) a. :::>- .Q) .::x:.c o cu 00.. :2: cu C .....0> CU.- Of/) Cl> 5,0 -- x f/) .- Cl>:2: o "0 Q) ~ 130 ~~ ~'S o,g a. to Cl>U tr -.. c c o 0 :;::;~ cu cu o 0 t;:: t;:: ::::e to Cl> au Q) g f/) ~ ~ Cl>a. 'Q)CJ) 0::: ~ c cu .... .... cu ~ c .Q 1U CD(ij a.::J OC ~~ c 'm :2: 03200 03300 03600 x x x x x x x x - . ~~~1f4 f.;~~i~~ ~~~Jli~4 ~~ ~~~~!;i;~f,~iIi{w ~~i:~~' . ~t ~~~~~ ~{~'\:~~ ,:~,~~~~..~..- :gi~~~ :':~'...~~~"':1f.~ .!:<"r.<.~~~.i:' ~)1~~.:~ See Division 15 and 16 specifications for additional submittals. END OF SECTION 01300 No. 062043 01300-3 Submittals Section 01310 Prc~ect Coordination Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 01310 PROJECT COORDINATION PART 1 - GENERAL 1.1 RELATIm DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and supervisory requirements necessary for project eoordination including, but not limited to: 1. Coordination of the Work and coordination drawings. 2. Administrative and supervisory personnel. 3. General installation provisions. 4. Daily cleaning and continuous protection. 1.3 COORDlNA TION A. Each Contractor shall coordinate construction activities included in the Contract Documents with the Work of other Contractors to ensure efficient and orderly installation of each part of the Work. The Contractor shall coordinate construction operations with the Work of other Contractors that are dependent upon each other for proper installation, connection, and operation. B. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, the Contractor shall schedule construction activities in the sequence required to obtain the best results. C. Where availability of space is limited, the Contractor shall coordinate installation of different components with the Work of other Contractors' Work to ensure maximum accessibility for required maintenance, service, and repair. D. The Contractor shall make adequate provisions to accommodate items scheduled for later installation and for items to be relocated from existing building to the new building. E. Where necessary, the Contractor shall prepare memoranda and/or coordination drawings and distribute to the Construction Manager and to each party involved outlining special procedures, installation sequence, and location of installed materials required for coordination. 1.4 ADMINISTRATIVE PROCEDURES A. The Contractor shall coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules. PROJECT COORDINATION 01310 - 1 Section 01310 Project Coordination Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project closeout activities. 1.5 SUBMITrALS A. Coordinate Drawings: The assigned Contractor shall prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components. The Construction Manager shall assign coordination Drawing requirements to the Contractor(s). Coordination Drawings shall: 1. Show the interrelationship of components installed with the Work of other Contractors. 2. Indicate required installation sequences. 3. Comply with requirements contained in Section 01300 - Submittals. 4. Be sent to other Contractors affected by the Work for review and approval. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION 3.1 GENERAL INSTALLATION PROVISIONS A. Inspection of Conditions: The installing Contractor of each major component shall inspect both the substrate and conditions under which Work is to be performed and advise the Construction Manager of unacceptable conditions. Do not proceed with installation until unsatisfactory conditions have been corrected in an acceptable manner. B. Manufacturer's Instructions: The Contractor shall comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. C. The Contractor shall provide attachment and connection devices and methods necessary for securing work. Secure work true to line and level. Allow for expansion and building movement. D. The Contractor shall recheck measurements and dimensions, before starting each installation. E. The Contractor shall install each component during weather conditions and project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration or damage to other Contractors' Work. F. The Contractor shall coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose. G. Mounting Heights: Where mounting heights are not indicated, the Contractor, through the Construction Manager shall obtain mounting heights from the Architect prior to installation. Refer questionable mounting heights to the Construction Manager for the Architect's fmal decision. PROJECT COORDINATION 01310 - 2 Section 01310 Project Coordination Grainwood Eleme:ntary Kitchen Upgrades Prepared by Bossardt Corporation H. Cleaning and Protection: During handling and installation, the Contractor shall clean daily and continuously protect his Work in progress and adjoining materials in place. The Contractor shall apply protective covering to his Work where required to ensure protection from damage or deterioration until Substantial Completion of the project. I. Limiting Exposures: Each Contractor shall supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, .or otherwise deleterious exposure during the construction period. Where applicable, such ,exposures include, but are not limited to, the following: 1. Excessive static or dynamic loading. 2. Excessive internal or external pressure. 3. Excessively high or low temperatures. 4. Thermal sock. S. Excessively high or low humidity. 6. Air contamination, pollution or bacteria. 7. Water or ice. 8. Solvents and chemicals. '9. Soiling, staining and corrosion. 10. Heavy traffic or unusual wear. 11. Theft and vandalism. END OF SECTION PROJECT COORDINATION 01310 - 3 SECTION 01400 QUALITY CONTROL PART 1: GENE,RAL 1.01 SELECTION AND PAYMENT A. The Contractor shall select, hire and pay for the services of an independent testing laboratory(s) acceptable to the Owner and Architect to perform specified Source Quality Control and other tests and inspections called for in the Specifications. B. The Owner will select, hire, pay for services of an independent testing laboratory, to perform specified Field Quality Control and other inspections, test of materials and construction called for in the Specifications. C. The Owner will select, hire and pay for services of a special inspector to perform Special Inspections and Testing defined in Specification Section 01410. 1.02 RESPONSmILITY OF CONTRACTOR A. Be responsible for furnishing materials and construction in full conformance with Plans and Specifications. B. Pay for all tests, conducted by the testing laboratory that fail and also pay for all scheduled tests for which the pours are cancelled and a test field crew is on site before that particular pour is cancelled. 1.03 COOPERATION OF CONTRACTOR A. Contractor: Cooperate with the Laboratory, and: 1. Make available, without cost, samples of all materials to be tested in accordance with applicable standard specifications. 2. Furnish such nominal labor and working space as is necessary to obtain samples at the Project. 3. Advise: Laboratory of the identity of material sources and instruct the suppliers to allow test or inspections by the Laboratory. 4. Notify Laboratory sufficiently in advance of operations to allow completion of initial tests or inspections by the Laboratory. 1.04 REJECTION OF MATERIALS/INSTALLATION A. Laboratory: Notify the Owner, Architect Engineer and Contractor or his authorized representative of any materials or installation which are not in full conformance with the specifications. 1.05 FILING OF REPORTS A. Laboratory: File a copy of the inspection report with the Architect, appropriate Architect's Consultant, Owner and Building Official. PART 2: PRODUCTS - Not Applicable. No. 062043 01400-1 Quality Control PART 3: EXECUTION 3.01 GENERAL SCOPE OF TESTING, INSPECTION A. Require laboratory to conduct tests and inspections as directed by the Owner, Architect or Engineer. B. Refer to individual specification sections for test requirements. 3.02 QUALIFICATION TESTING A. In addition to tests specified, if a product, material, or method of assembly that is of unknown or questionable quality to Architect, the Architect may require and order suitable tests to establish a basis for acceptance or rejection. Pay for these tests. "Standard" test reports or reports on "similar" material will not be accepted. 3.03 MISCELLANEOUS (REGULATORY) INSPECTIONS A. Should specifications, Architect's instructions, laws, ordinances or any public authority require any work to be inspected or approved, Contractor shall give timely notice of its readiness for inspection and a reasonable date fixed for such inspection. If any work should be covered up without approval or consent of approving agency, or Architect, it must be Wlcovered for examination at Contractor's expense. END OF SECTION 01400 No. 062043 01400-2 Quality Control SECTION 01410 STRUCTURAL TESTING AND SPECIAL INSPECTION PART 1: GEN:ERAL 1.01 INTENT AND CONDITIONS A. Intent I. Defim: and coordinate special structural testing and inspection services. 2. Provide a greater level of confidence that the specified work is constructed in compliance with the contract documents and the intent of applicable codes including Sections 106 and 1704 of the 2000 International Building Code (IBe) as adopted by the current State Building Code. 3. Structural testing and special inspection services are intended to assist in determining probable compliance of the work with requirements specified. These services do not relieve the Contractor of responsibility for compliance with the requirements of the contract documents. B. Conditions 1. If inspection of fabricator's work is required, the Owner's representative may require testing and inspection of the work at the plant, before shipment. Owner, Architect and SER reserve the right to reject material not complying with the Contract Documents. 2. Refer to individual technical specification sections for specific qualifications, inspections, tests, frequency and standards required. Testing and inspection shall be performed in accordance with the referenced standard for tbe specific material or procedure unless other criteria are specified. In the absence of a reference standard, tests shall be performed in accordance with generally accepted industry standards. 3. Work shall be checked as it progresses. Failure to detect any defective work or materials shall not prevent later rejection if defective work or materials are discovered, nor shall it obligate Owner to accept such work. 4. Structural testing, special inspection, and periodic inspections by the Building Official do not preclude the norma.l field involvement and site observations by Architect or SER. 5. Structural testing, special inspection, and periodic inspections by the Building Official do not relieve the Contractor of any responsibility to complete the work in accordance with the approved drawings and specifications. 6. Testing agents and/or special inspectors may not waive or alter contract requirements, or approve or accept any portion of the work unless specifically authorized by the Architect or SER. They may not assume any duties of the Contractor, and they have no authority to stop or reject work. 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specifications apply to this section. No. 062043 01410-1 Structural Testing and Special Inspection 1.03 DEFINITIONS A. Testing 1. Evaluation of systems, primarily requiring physical manipulation and analysis of materials, in accordance with approved standards. B. Inspection 1. Evaluation of systems, primarily requiring observation and judgment. C. Structural Special Inspections 1. Structural Soecial Inspection include inspections of structural items required by the 2000 IBC Section 1704 as adopted by the current State Building Code, and other items, which in the professional judgment of the Structural Engineer of Record, are critical to the integrity of the building structure and are indicated to be performed under the requirements of this section. They do not include special inspections for non-structural items such as earthwork, fireproofmg, EIFS, and smoke control. D. Structural Testing 1. Structural testing includes those tests of structural items required by the 2000 IEC, as adopted by the current State Building Code, or its referenced standards, and other tests, which in the professional judgment of the Structural Engineer of Record, are critical to the integrity of the building structure and are indicated to be performed under the requirements of this section. E. Architect of Record 1. The prime consultant in charge of overall design and coordination of the project. F. Structural Engineer of Record (SER) 1. The Licensed Engineer in responsible charge of the structural design for the project. G. Licensed Structural Engineer: 1. A professional engineer with education and experience in the design of structures similar to this project licensed to practice in the state in which the project is located. H. Testing Agency (TA): 1. The properly qualified firm performing testing services. I. Special Inspector (SI): 1. A properly qualified individual or fmn performing special inspections. J. Building Official: 1. The Officer or his duly authorized representative charged with the administration and enforcement of the Building Code for the project. 1.04 REFERENCES A. ASTM E329-02 - Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction. No. 062043 01410-2 Structural Testing and Special Inspection B. ASTM E543-02 - Practice for Agencies Performing of Non-destructive Testing. C. ASTM CI077-02 - Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation. D. ASTM CI093-95 - Practice for the Accreditation of Testing Agencies for Unit Masonry. E. ASTM D3740-01 - Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. F. Current State Building Code. G. International Building Code (IBq, 2000. 1.05 QUALIFICATIONS A. Testing Agency: an approved independent testing agency acceptable to the Owner, Architect, SER and meet the requirements noted below: 1. Authorized to operate in the State in which the project is located and experienced with the requirements and testing methods specified in the Contract Documents. 2. Meet applicable requirements of references stated in paragraph 1.04. 3. Have a.vailable testing equipment that is calibrated, at reasonable intervals, by devices of accuracy traceable to either the National Bureau of Standards, or to accepted values of natural physical constants. 4. Provide individuals performing tests and taking samples with appropriate certifications for work performed. B. Special inspector: Either an appropriately certified inspector or a civil/structural engineer performing under the direct supervision of a licensed engineer (as defmed earlier in this section) and acceptable to the SER and Building official. Unique special inspector requirements, for specific materials and systems, are noted in related technical specifications sections. 1.06 RESPONSIBll.ITIES A. Special Structural Testing and Inspection 1. Special Inspectors: a. Inspect the work assigned for conformance with the building department approved plans, specifications, and applicable material and workmanship provisions of the code. Perform inspections in a timely manner to avoid delay of work. b. Bring nonconforming items to the immediate attention of the contractor for correction. If not corrected within 24 hours, or if inspector will not be on site the following day, bring to the attention of the SER by the end of the business day. Ifuncorrected after a reasonable period of time, bring to the attention of the Building Official, and to the Architect. Notify SER immediately if non-conforming items are enclosed, (:mbedded, or obscured prior to verification of correction. c. Submit inspection reports to the Building Official, Contractor, the Architect, the SER, and other designated persons in accordance with the structural testing and special inspection schedule. No. 062043 01410-3 Structural Testing and Special Inspection d. Submit a final signed report stating whether the work requiring special inspection was, to the best of hislher knowledge, in conformance with the approved plans, specifications and the applicable workmanship provisions of the code. e. Sign the structural testing and special inspection schedule in conjunction with other responsible parties. f. Attend a pre-construction meeting to review scope of special inspection. 2. Testing Agency: a. Test the work assigned for conformance with the building department approved plans, specifications, and applicable material provisions of the documents. Perform tests in a timely manner to avoid delay of work. b. Submit test reports to the Building Official, Contractor, the Architect, the SER, and other designated persons in accordance with the structural testing and special inspection schedule. c. Sign the structural testing and special inspection schedule in conjunction with other responsible parties. d. Attend a pre-construction meeting to review scope of structural testing. 3. Contractor: a. Attend a pre-construction meeting to review scope of structural testing and special inspection. b. Post or make available the structural testing and special inspection schedule within its office at the job site. Also, provide adequate notification to those parties designated on the schedule so they may properly prepare for and schedule their work. c. Provide special inspectors access to the approved plans and specifications at the job site. d. Review all reports issued by special inspectors. e. Retain, at the job site, all reports submitted by the special inspectors for review on the Building Official's request. f. Correct deficiencies identified in inspection or testing reports in a timely manner. g. Provide safe access to the work requiring inspection or testing. h. Provide labor and facilities to provide access to the work, to obtain, handle and deliver samples, to facilitate testing and inspection and for storage and curing of test samples. 1. Verify conformance of the work with specified construction tolerances. j. Inspections by the Building Official: Provide adequate notice for inspectors performed by the building official, as requested by the mc section 109, the current State Building Code, and local ordinances. k. Sign the structural testing and special inspection schedule in conjunction with other responsible parties prior to commencing construction. 4. Fabricator: a. Submit a Certificate of Compliance to the Building Official, Special Inspector, and SER that the work was performed in accordance with the approved plans and specifications. No. 062043 01410-4 Structural Testing and Special Inspection '.. , b. Sign the structural testing and special inspection schedule in conjunction with other responsible parties prior to commencing construction. 5. Owner: a. Establish direct funding to provide for cost of structural testing and special inspection services. b. Provide special inspector with approved plans, specifications and approved shop drawings. c. Provide special inspectors and testing agencies with full access to the site at all times. d. Sign the structural testing and special inspection schedule in conjunction with other responsible parties. 1.07 PAYMENT A. The Owner or Architect/SER, acting as the Owner's agent, will employ and pay for services of the special inspectors to perform required structural testing and special inspection. B. Unless noted otherwise, the Contractor shall provide and pay for all materials, samples, mock-ups, and assemblies required for testing and inspection and shall pay for shipping costs related to delivery of such items. Testing agency will pay for shipping costs of samples transported from site to lab. C. If items requiring testing or inspection are enclosed, embedded or obscured prior to testing or inspection or if such items are placed without tests or inspections, the Contractor shall pay for the costs of any exploratory work deemed necessary by the Architect/Engineer to verify compliance with the Contract Documents. D. Contractor shall pay for the costs of any retests or reinspections caused by the following: I. Work which does not comply with the Contract Documents based on initial tests or inspections. 2. Work which is later revised or replaced by the Contractor. This does not include revisions requested by the Owner. 1.08 INSPECTION NOTICE A. Contractor shall provide a minimum of 24 hours notice for all items requiring testing or inspection. Items requiring testing and inspection services prior to or during placement shall not be placed until testing and inspection services are available. Items requiring testing and inspection services after placement shall not be enclosed or obscured until testing and inspection services are performed. 1.09 REPORTS A. Testing agency and special inspectors shall submit reports for structural testing and special inspections in a timely manner to the Contractor, Building Official, SER, and Architect of Record. Provide reports of daily activities to the SER and Contractor. Submit reports to the Contractor on a daily basis and to the SER on a daily or weekly basis. Provide summary reports to the Building Official and Architect unless they request otherwise. B. Provide reports for ongoing work, containing the information noted below: 1. Date issued 2. Project title and number 3. Firm name and address 4. Name and signature of tester or inspector 5. Date and time of sampling, test or inspection 6. Identification of product and specification section 7. Location in project, including elevations, grid location and detail No. 062043 01410-5 Structural Testing and Special Inspection 8. Type of test or inspection 9. Whether test specimens, test results or observations indicate compliance with Contract Documents. 10. Types and locations of discrepancies found in work. 11. Work required performed to correct discrepancies and work performed to correct previously noted discrepancies. Discrepancies corrected during an inspection need not be reported. 12. Submit certified final special inspection report stating that, to the best of the special inspector's knowledge, the work requiring special inspection conformed to the Construction Documents. 1.10 FREQUENCY OF TESTING AND INSPECTION A. For detailed requirements, see individual technical specification sections and the structural testing and special inspection schedule of this specification section. 1.11 PROTECTION AND REPAIR A. Upon completion of testing, sample-taking, or inspection, the Contractor shall repair damaged work and restore substrates and fmishes to eliminate deficiencies, including deficiencies in the visual qualities of exposed surfaces, as judged solely by the ArchitectlSER. Protect work exposed by or for testing and/or inspection and protect repaired work. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for testing and/or inspection. 1.12 TESTS TO DEMONSTRATE QUALIFICATION A. Any tests required to qualify the Contractor, or the workers for any phase of the work, shall be performed at no additional cost to the Owner. B. If the Contractor proposed a product material, method, or other system that has not been pre-qualified, the ArchitectlSER may require applicable tests to establish a basis for acceptance or rejection. The Contractor shall pay for these tests. C. The ArchitectlSER reserves the right to require certification or other proof that the system proposed is in compliance with specified tests, criteria or standards. A representative of an independent testing agency shall sign the certificate. 1.13 STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE A. The parties involved shall complete and sign the structural testing and special inspection schedule. Schedule to be complete at time of permit issuance. B. The completed schedule is an element of the construction documents and after permit issuance, becomes part of the building department approved plans and specifications. No. 062043 01410-6 Structural Testing and Special Inspection STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE Grainwood. KitClienU. ..' . - -- . . - -, - --.. . 5061....Mifine~ot1lStr(;et;f PtiorL;1ke,:MHin~oti.t5S372i'. "06'.2'0'43' .., '?:- -- .'- - -, - ~.-{qy::,:, S ecification Section Article 03300 (I) Pennit No. to be provided by the Building Official. (2) Use descriptions per IBC. Section 1704, as adopted by the current State Building Code. (3) Special Inspector - Technical, Special Inspector - Structural, Testing Agency. (4) Finn contracted to perform services. ACKNOWLEDGMENTS Each appropriate representative must sign below: Owner: Contractor: Architect: SER: SI-S: TA: SI-T: F: F: Firm: Independent School District #719 Finn: Finn: Wold Architects and Engineers Firm: BKBM Engineers Finn: Finn: Finn: Finn: Finn: Date: Date: Date: Date: Date: Date: Date: Date: Date: Legend: SER = Structural Engineer of Record TA = Testing Agent SI-T = Special Inspector - Technical SI-S = Special Inspector - Structural F = Fabricator Accepted for the Building Department by Date: END OF SECTION 01410 No. 062043 01410-7 Structural Testing and Special Inspection Section 01500 - Temporary Facilities & Controls Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 01500 TEMPORARY FACILITIES & CONTROLS MULTIPLE PRIME CONTRACTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of each prime Contract, including General and Supplementary Conditions, Specification Sections 01012, 01101 and 01520, and other Division's 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes Contractor and Owner provided temporary facilities and controls, temporary utilities, support facilities, and security and protection. B. Temporary utilities include, but are not limited to, the following: 1. Water service and distribution. 2. Storm and sanitary sewer. 3. Sanitary facilities, including drinking water. 4. Temporary heat. 5. Ventilation. 6. Temporary electric power and light. '7. Telephone service. C. Support facilities include, but are not limited to, the following: 1. Field offices and storage sheds. 2. Temporary roads and paving. 3. Dewatering facilities and drains. 4. Temporary enclosures. 5. Hoisting and rigging. 6. Waste disposal services. '7. Rodent and pest control. 8. Construction aids and miscellaneous services and facilities. D. Security and protection facilities include, but are not limited to, the following: 1. Temporary fire protection. 2. Barricades, guard rails, warning signs and lights. 3. Environmental protection. TEMPORARY FACILITIES & CONTROLS 01500-1 Section 01500 - Temporary Facilities & Controls Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 1.3 DNISION OF RESPONSIBILITIES A. General: These Specifications assign each contractor specific responsibilities for certain temporary facilities used themselves and others. The Construction Manager, on behalf of the Owner, will provide limited temporary facilities and controls that are not normal construction activities of other contractors and are not specifically assigned otherwise by the Construction Manager. Temporary electrical power is available on site. Temporary water service will be available through existing building. The Contractor and his subcontractors shall provide their own hoses (or piping), connections or other equipment to use the water. This service shall be protected by the contractor from damage at all times. The Contractor shall immediately replace leaking hoses or connections. B. Each Contractor is responsible for and the maintenance of the following: 1. Installation, operation, maintenance and removal of each temporary facility usually considered as its own normal construction activity, as well as the costs and use charges associated with each facility. 2. Electric power cords and extension cords, supplementary task lighting and special lighting necessary exclusively for its own activities. 3. His own field office, at a location approved by the Construction Manager, complete with necessary utilities and long distance telephone service. 4. His own storage and fabrication sheds. 5. Temporary lifts and hoisting requirements, for unloading and installing his work outside and inside the building. 6. Collection and disposal of his own hazardous, dangerous, unsanitary, or other harmful waste material. 7. Secure lock up of its own tools, materials and equipment. 8. Containerized bottled drinking water for his own workers. 9. Dewatering facilities to complete his work. 10. Ladders from floor-to-floor. 11. Construction aids and miscellaneous services and facilities necessary exclusively for his own construction activities. 12. Water hoses necessary for his own construction activities. 13. Fire extinguishers for the Contractor's use, as required and as applicable to the type of work. 14. Security enclosure and lock up. 15. Floor opening protection. 16. Temporary power and water required for their work prior to the dates that these services are noted to be available. 17. Each contractor shall be responsible for providing OSHA GFI protected power cords when utilizing existing outlet sources within the existing building. All temporary cords shall be installed and maintained so as not to interfere with operations of the occupied area. TEMPORARY FACILITIES & CONTROLS 01500-2 Section 01500 - T(:mporary Facilities & Controls Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation C. The Construction Manager will provide the following: Jl. Temporary telephone service to the Construction Manager's field office. Temporary field offices for the Construction Manager, Architect and the Owner. Temporary portable toilets for use by all contractors. Temporary enclosure of window and door openings, unless otherwise identified in the contract work scopes. Dumpsters for disposal of non-hazardous refuse. ') .-. 3. 4. ,. _,. D. The Electrical contractor is responsible for the following: 1. Temporary electric power service, distribution and maintenance of electrical system. 2. Temporary lighting as specified and as directed by the Construction Manager. 1.4 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to the Owner unless specifically identified as the Owner's responsibility. The Owner will not accept a contractor's cost or use charges for temporary services or facilities as a basis of claim for an adjustment in the Contract Sum or the Contract Time. B. Water Service: The Owner shall pay water use, whether metered or otherwise, for water used by all entities engaged in construction activities at the Project site. C. Electric Power Service: The Owner shall pay electric power use charges (exclusive of Contractor job office/trailers), whether metered or otherwise, for electricity used in construction activities at the Project Site. D. Sewer Service Use Charges: The Owner shall pay sewer service use charges for sewer usage, by all parties engaged in construction, at the Project Site. E. Temporary Heat Service Charges: The Owner shall pay for fuel, power, temporary heater, maintenance and attendance for the operation of the temporary heating system after building enclosure. This shall not include heat or fuel required for construction outside of the enclosed building. F. Other entities using temporary services and facilities include, but are not limited to, the following: 1.. The Owner. 2. The Architect. 3. The Construction Manager. 4. Testing agencies. 5. Personnel of government agencies. TEMPORARY FACILITIES & CONTROLS 01500-3 Section 01500 - Temporary Facilities & Controls Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 1.5 QUALITY ASSURANCE A. Regulations: Each contractor shall comply with industry standards and with applicable laws and regulations of authorities having jurisdiction including, but not limited to, the following: 1. Building code requirements. 2. OSHA health and safety regulations. 3. Utility company regulations. 4. Police, fire department and rescue squad rules. 5. Environmental protection regulations. 1.6 PROJECT CONDITIONS A. Temporary Utilities: At the earliest feasible time, when acceptable to the Architect- Engineer and Owner, and as directed by the Construction Manager, change over from use of temporary service to use of permanent service. 1. Temporary Use of Permanent Facilities: The Installer of each permanent service shall assume responsibility for its operation, maintenance and protection during use as a construction facility prior to the Owner's acceptance, regardless of previously assigned responsibilities. B. Conditions of Use: The Contractor shall keep temporary services and facilities, provided by the Contractor, clean and neat in appearance. Operate in a safe and efficient manner. Relocate temporary services and facilities as the Work progresses. Do not overload facilities or permit them to interfere with construction progress. Do not allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or persist on-site. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Each Contractor shall provide new materials, or if acceptable to the Architect and Construction Manager, undamaged, previously used materials in serviceable condition may be used. Provide materials suitable for use intended. 2.2 EQUIPMENT A. General: Each Contractor shall provide new equipment, or if acceptable to the Architect and Construction Manager, undamaged, previously used equipment in serviceable condition may be used. Provide equipment suitable for use intended. B. Electrical Outlets: Provide properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs into higher voltage outlets. Provide receptacle outlets equipped with ground-fault circuit interrupters, reset button, and pilot light for connection of power tools and equipment. TEMPORARY FACILITIES & CONTROLS 01500-4 Section 01500 - Tl~mporary Facilities & Controls Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation C. Electrical Power Cords: Provide OSHA approved UL labeled and grounded extension cords. Provide waterproof connectors to connect separate lengths of electric cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio. D. Lamps and Light Fixtures: Provide heavy duty service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered-glass enclosures. Provide exterior fIxtures where exposed to moisture. E. Heating Units: Temporary heating units utilized by the Contractor prior to building enclosure shall have been tested and labeled by UL, PM or another recognized trade association related to the type of fuel being consumed. Provide temporary ductwork and supplemental fans to distribute conditioned air to the work space. P. Fire Extinguishers: Each Contractor shall provide hand-carried, portable, UL-rated, Class ABC fIre extinguishers for temporary offices and similar spaces. In other locations, the Construction Manager will provide hand-carried, portable UL-rated, Class ABC, dry-chemical extinguishers located within the building. G. Cold Weather Protection: Each Contractor shall provide heating and protection required prior to the enclosure of the building to allow his Work to continue during eold weather. H. Dumpsters: Usage of dumpsters provided by the Construction Manager for the removal of general construction debris and waste from the building and project site shall be determined and controlled by the Construction Manager. Jl. Each Contractor shall participate in sorting of debris and waste for hauling to separate assigned landfIlls. 2. Each Contractor is responsible for their own collection and disposal of hazardous, dangerous, unsanitary, or other harmful waste materials. Comply with local and state rules and regulation for disposal. 3. Each Contractor shall remove all construction debris and waste daily as directed by the Construction Manager. PART 3 - EXECUTION 3.1 INSTALLATION A. Use qualified personnel for installation of temporary facilities. Locate facilities as directed by the Construction Manager where they will serve the Project adequately and result in minimum interference with performance of the Work. As Work progresses, relocate and modify facilities as directed by the Construction Manager. B. Each Contractor shall provide each facility, as directed by the Construction Manager, ready for use when needed to avoid delay. Maintain and modify as required. Do not remove facilities until directed by the Construction Manager. TEMPORARY FACILITIES & CONTROLS 01500-5 Section 01500 - Temporary Facilities & Controls Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation 3.3 SUPPORT FACILITIES INSTALLATION A. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities as directed by the Construction Manager. 1. Maintain support facilities until near Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion may be permitted to use permanent facilities, under conditions acceptable to the Owner and Construction Manager. B. Project Identification: The Construction Manager will provide a project identification sign. No other project signs will be allowed without approval of ISD #719 and the Construction Manager. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Temporary Facility Changeover: Do not changeover from using temporary security and protection facilities to permanent facilities until directed by the Construction Manager. B. Temporary Pire Protection: Until fire protection needs are supplied by permanent facilities, install and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. C. Permanent Fire Protection: At the earliest feasible date in each area of the Project, complete installation of the permanent fire protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. D. Barricades, Guard Rails, Warning Signs and Lights: Each Contractor shall provide barricades, guard rails, warning signs and lights for his work. Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights. Reference Contract #610 for barricades provided by others. E. Security Enclosure and Lock up: Each Contractor shall provide their own locked and secured materials and equipment storage areas to prevent unauthorized entrance, vandalism, theft and similar violations of security. 1. Storage: Where materials and equipment must be stored, and are of value or attractive for theft, each Contractor shall provide a secure lock up. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism. F. Floor/Roof Openings, Open Sides and Leading Edge Protection: Each Contractor shall install and maintain standard floor/roof covers and/or railings and toeboards for all openings, edge of platforms, leading edges, and runways that are part of the Contractor's work. TEMPORARY FACILITIES & CONTROLS 01500-6 Section 01500 - Temporary Facilities & Controls Grainwood Elemtmtary Kitchen Upgrades Prepared by Bossardt Corporation G. Environmental Protection: Each Contractor shall provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result. Avoid using tools and equipment that produce harmful noise. Restrict use of noise-making tools and equipment to hours authorized by the local governing unit. 3.5 OPERATION, TERMINATION AND REMOVAL A. The Construction Manager Has the Authority To: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. The Construction Manager shall have the authority to direct contractors to start permanent systems to aid in heating, cooling or dehumidification of the building during construction. B. Maintenance: Maintain facilities and good operating condition until removal. Protect from damage by freezing temperatures and similar elements. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. 2. Protection: Prevent water-filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. C. Termination and Removal: The Construction Manager will have the sole authority to allow the removal of each temporary facility when Construction Manager determines that the need has ended, or when replaced by authorized use of a permanent facility. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the property of each Contractor providing such facility. 2. At Substantial Completion, clean and renovate permanent facilities used during the construction period including, but not limited to, the following: a. Replace air filters and clean inside of ductwork and housings. b. Replace significantly worn parts and parts subject to unusual operating conditions. c. Replace lamps burned out or noticeably dimmed by hours of use. END OF SECTION TEMPORARY FACILITIES & CONTROLS 01500-7 Section 01520 - Safety Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation SECTION 01520 PART 1 - GENERAL SAFETY 1.1 OVERVIEW A. The personal safety and health of all workers at the project site is of primary importance. The prevention of occupationally induced injuries/illnesses and the compliance with regulatory requirements will be given precedence over operating productivity whenever necessary. 1.2 RELATED SECTIONS A. General Conditions of the Contract. 1.3 OUI'LINE OF RESPONSmILITIES B. Supplementary Conditions. SAFETY A. Each Contractor is responsible for compliance with applicable governmental safety regulations for their operations, and the coordination of safety precautions with other Contractors on site. B. Each Contractor shall appoint an on-site safety representative who is responsible for administering the Contractor's safety program and has the authority to act on behalf of the Contractor on safety issues. C. The Contractor's on-site safety representative shall train and instruct their employees, attend project safety meetings, immediately supervise the correction of unsafe acts or conditions, investigate all accidents and injuries involving Contractor employees and conduct weekly safety meetings with their employees. D. Each Contractor shall submit a written report of all accidents causing personal injury or property damage to the Construction Manager's Project Superintendent within 24 hours of their occurrence. The report must include the date and time of the occurrence, damage to equipment or work, names of injured employees, nature of injury, description of the accident/incident and what will be done to prevent the accident/incident from happening again. E. The Project Superintendent will periodically evaluate Contractor safety activities and performance in conjunction with each Contractor safety representative. Non-conforming activities or performance shall be corrected by the Contractor immediately. F. Project safety meetings will be held at least twice monthly, and copies of meeting minutes will be distributed by the Construction Manager to all Contractors working on site. G. Prior to mobilization, each Contractor shall submit to the Construction Manager's site office Awair/Safety Program and Material Safety Data Sheets for all applicable materials to be used on site. H. The use of alcohol or drugs by workers on site is strictly prohibited. 01520 - 1 Section 01520 - Safety Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation I. Each Contractor shall maintain the construction site and building premises in a clean and orderly manner, in conformity with all governmental regulations, OSHA standards and recommendations; including, but not limited to, current steel erections an precast concrete standards. J. Reference Article 10 of the General and Supplementary Conditions of the Contract for other contractor safety responsibilities. K. SAFE WORK PRACTICES 2. SAFETY 1. Any condition or practice that a worker observes that might cause personal injury or damage to equipment should be reported to his supervisor immediately. Workers should not operate any equipment that, in their opinion, is not in safe working condition. All prescribed safety and personal protective equipment must be used when warranted and said equipment shall be maintained in good working condition. Hard hats must be worn at all times. Trade Contractors shall train their employees in proper lifting techniques. Horseplay will not be permitted on the project. OSHA compliant safety harnesses shall be used whenever there is danger of falling, including some ladder work, when working near edges, on wall forms or outside any perimeter guardrails. Any Trade Contractor whose employees use powder activated tools must train their employees in their safe operation, and each employee using such tools shall carry certification that they have been properly trained. Trade Contractors shall not move or disable access/egress lighting. Each Trade Contractor shall provide his own task lighting. Rebar and other protrusions must be capped by the installing Contractor to prevent impalement. Each Trade Contractor shall be responsible to install guardrails, toeboards, barricades, nets, covers for floor and roof openings, and other required safety devices to protect their workers/employees and others from hazardous conditions created by their work. Any Contractor failing to do so shall be liable for any damages or injuries sustained. Each Trade Contractor shall be responsible to remove and reinstall any guardrails, toeboards, barricades, nets and other safety devices that must be taken down for the Trade Contractors to perform their work. If the Trade Contractor who removes a safety or other protective device fails to install or reinstall such protective measures, the Construction Manager may direct others to do the work and the costs for such work will be deducted from the Trade Contractor's payment. Shirts shall be worn at all times. Shirts with sleeves less than 4" or that do not fully cover the torso are not permitted. Tennis shoes (or soft soled shoes) shall not be worn on site. The use of all tobacco products on Public School property is prohibited and will be strictly enforced. The use of alcohol or drugs by workers on site is absolutely prohibited. Any worker who violates this policy or is found to be impaired by alcohol or drugs shall be immediately removed from the site by his employer. The Owner or the Construction Manager shall have the authority to direct a Trade Contractor to remove a worker from the site. a) Drug or alcohol "use" means consuming, possessing, distributing, concealing, buying or selling, being under the influence, or reporting for duty while under the influence of alcohol or drugs to any degree. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 01520 - 2 Section 01520 - Safety Grainwood Elementary Kitchen Upgrades Prepared by Bossardt Corporation b) The term "alcohol or drugs" means any form of alcohol or other intoxicating beverage and every type of drug, narcotic plant, or similar narcotic substance, whether illegal or not. Workers who are taking prescription drugs in accordance with a valid prescription must advise their supervisor. The supervisor must determine whether any work restrictions are appropriate. The supervisor shall notify the Project Superintendent of any such work restrictions . 14. Each Trade Contractor shall ensure that their employees are trained and knowledgeable of the specifics of this Safety Policy. 15. Trade Contractors violating the Safety Policy may be issued a "Safety and Health Violation" as warranted by the Project Superintendent. All violations must be corrected immediately. 16. No tools or equipment will be allowed on site if factory installed or supplied guards and safety devices have been removed, altered or not used. 17. Warning signage applicable to operations being performed shall be posted prior to commencing work. 18. The structural steel erection Contractor shall prepare and coordinate a site erection plan. The erection plan shall be submitted to the Construction Manager for approval of phasing. This plan shall be prepared and be consistent with current OSHA steel erection guidelines. 1.4 ENFORCEMENT A. Contractors or employees failing to comply with safety requirements shall be subject to disciplinary action. Disciplinary action could include, but is not limited to the following: 1. Removal of a Contractor, Sub-Contractor, or employee from the site. 2. Reduction or withholding of progress payments until safety violations are corrected. 3. Payment of costs for correction of a safety hazard created by the Contractor when an imminent safety hazard exists, or when previous notices are not adequately responded to. 4. Termination of the Contract. END OF SECTION SAFETY 01520 - 3 SECTION 01560 CONSTRUCTION DUST CONTROL PART 1: GENERAL 1.01 RELATED DOCUMENTS A. The Drawings, the provisions of the Contract including the General and Supplementary Conditions and the General Requirements apply to the Work of this Section. 1.02 SUMMARY A. Section Includes: I. Airborne construction dust/containment control in: a. Buildings occupied during remodeling. b. Existing buildings temporarily unoccupied (i.e. sununer breaks for schools) B. Related Sections: I. Section 01 045-Cutting, Patching: Removal of debris. 2. Section 0 BOO-Submittals: Work and procedures for containment of construction dust/airborne contaminants. 3. Section Ol500-Temporary Facilities: 4. Section 0171 O-Cleaning: Cleaning methods. 5. Section 02070-Selective Demolition 1.03 POLICY A. Airborne contaminants control is critical in all areas noted in Paragraph 1.02A. Contractor shall limit dissemination of airborne contaminants produced by construction-related activities, including dust, chalk, powders, aerosols, fumes, fiber:; and other similar materials, in order to provide protection of persons and equipment. 1. Construction activities causing disturbance of existing dust, or creating new dust, or other airborne contaminants, must be conducted in tight enclosures cutting off any flow of particles into occupied areas. 2. Ceilings, walls in Project area must be secure at all times. 1.04 SUBMITTALS A. Progress Schedules: Submit work areas and procedure schedules for containment of construction dust/airborne contaminants. B. Work Plan: Drawings and details of extent of enclosures, construction of necessary temporary barriers and exhaust fans, and description of procedures to be used to achieve and maintain control of construction-related airborne contaminants. 1.05 GENERAL ACCESS PROCEDURES A. Contractor shall notify Architect each time that work requiring access to occupied areas within two weeks of when work is about to begin. No. 062043 01560-1 Construction Dust Control B. Dust Control Preconstruct ion Meeting: Before any construction on site begins, Contractor and workers are required to attend a mandatory dust control preconstruction orientation session held by Owner's Representative/Architect for training and instruction on precautions to be taken. 1. Conditions in construction area may be presumed to be in a condition similar to other existing surfaces or a survey of work area to record pre-existing damage may occur at this time. C. Notification: Contractor shall notify Architect a minimwn of 48 hours prior to starting construction activity which might be expected to produce excessive construction dust and airborne contaminants in occupied areas so that additional precautions may be taken. 1.06 TESTING A. The Owner will provide the following tests and observations: 1. Air Samples: Baseline particle counts and conduct periodic air sampling of Project Areas during construction to monitor effectiveness of containment procedures. 2. Air Pressure: Using visual indicators, the maintenance of negative air pressure in Containment Area relative to Project Areas will be verified on a daily basis. 1.07 DEFINITIONS A. Containment producing activities include, but are not limited to: I. Demolition and removal of walls, floors, ceilings, and other fInish materials. 2. Demolition of plwnbing, mechanical and electrical systems and equipment. 3. Finish operations such as sawcutting, shotblasting/grinding, sanding, painting, and application of special surface coatings. B. Containment Areas: As determined by Architect and Owner's Representative and shown within entire construction limits of project area. Includes area of construction, adjacent staging and storage areas, and passage areas for workers, supplies, and waste; includes ceiling spaces above and adjacent to construction, if shown. C. Project Areas: As determined by Architect and Owner's Representative and shown within entire construction limits of project area. Includes occupied areas adjacent to Project Area, either occupied or used for passage, as well as areas connected to construction area by mechanical system air intake, exhaust and ductwork. PART 2: PRODUCTS 2.01 MATERIALS A. Carpet or Mats: Provide carpets or mats at containment entrances, vacuwned or changed as often as necessary (minimum daily) to prevent accumulation of dust. All vacuuming outside areas not under negative pressure shall be with a certified HEP A-filtered vacuwn. B. Dust Caps: Block off all existing ventilation ducts within the construction area. Method of capping ducts shall be dust tight, withstand airflow and potential damage from construction activities. C. Portable Enclosures: Whenever work is done outside existing barricaded work areas, provide 4 mil portable polyethylene enclosure capable of sealing off opening fitted tight to ceiling, or provide prefabricated unit. D. Polyethylene: Polyethylene shall be fire retardant type listed by Fire Underwriter's Laboratories, Griffolyn #T55R with Griffolyn fire retardant tape, or equal, no known equal. No. 062043 01560-2 Construction Dust Control E. Exhaust fans: Maintain continuous uninterrupted operation. PART 3: EXECUTION 3.01 INSPECTION A. Before any demolition or construction begins, a complete field review of all Project Areas (airborne contaminant control area.s) and policies will be conducted and work plan revised if required. Initial work plan shall be presented at dust control preconstruction meeting. 3.02 CONTAINMENT, ENCLOSURES AND BARRIERS A. Air Quality Contaminant Control: Fasten windows shut, ventilate barricaded construction areas by use of fans to the outside of building. 1. Maintain a minimum negative airflow of 100 +/- 10 FPM with door fully open at barricade entrance openings and during window replacement by use of fans vented to outside of building. 2. Secure operable exterior windows and doors/windows not required for construction access as required to maintain negative airflow. 3. Provide additional local exhaust during welding. B. Contractor shall install dustproof enclosures for work as submitted on work plan and when required to protect areas occupied by the Owner from dust, debris and damage. I. Construction must be conducted in tight enclosures cutting off any flow of dust particles into occupied areas. 2. The Contractor shall provide additional dustproof enclosures as requested by the Owner when enclosure locations are not adequately containing the dust. 3. Provide all barricades, warning signs and warning lights to protect the public, the existing building, storage areas and materials or equipment. C. Enclosure Barricades: Full height, noncombustible construction, with minimum Y2 inch gypsum board both sides with 3-1/2 inch R-ll insulation batts to reduce noise. Use 3-inch wide masking tape to tightly seal top, bottom, and all seams to prevent spread of dust to occupied areas, including above ceiling. 1. Barricade Doors: 3'-0" minimum width (pair of 3' -0" wide doors as required by plans), solid core wood with metal frame and hardware, including closer, tightly weather-stripped to prevent flow of dust. Locate as directl~d and swing out of construction area (unless directed otherwise by fITe marshal). Keep barriers locked outside of working hours. Provide signage at each door "Keep Door Closed." Three keys for emergency access shall be furnished to the Owner. 2. Seal all ductwork, piping, conduit, structure and miscellaneous penetrations in enclosure barricades. 3. Materials for barricade shall be precut in unoccupied areas. D. Enclosure outside of work area (including spaces above ceilings): Whenever work is necessary outside of the construction barricades the space where work is being done, including ladders, shall be contained within full height enclosure. Contractor may use prefabricated unit. I. All work performed outside the construction barricade shown on drawings including all work in corridors and lobbies shall be performed outside of normal working hours and shall be scheduled in advance with Owner except where specified otherwise.r No. 062043 01560-3 Construction Dust Control 2. At no time shall any construction equipment or material be stored outside the construction barricade. 3.03 PROCEDURES A. General: Contractor shall provide and maintain all barriers, filters, ventilation, walk-off mats and cleaning and removal procedures as detailed in work plan. I. Traffic between barricaded areas and open areas shall be kept to a minimum. Instruct workers to refrain from tracking dust into adjacent occupied areas or opening windows or doors allowing construction dust/airborne contaminants into adjacent occupied or finished areas. Any dust tracked outside of construction area shall be cleaned up inunediately. Contractor shall have the necessary manpower and equipment (HEPA vacuum cleaners, dust and wet mops, brooms, buckets and clean wiping rags) to keep adjacent occupied areas clean at all times. Keep door to such areas closed at all times. Transport materials and refuse into an area from an external site without violating occupied areas by transporting in covered containers. 2. Provide negative pressure in construction area by use of fans to the outside of the building. Block supply and return ventilation as to not recirculate air from construction area to air handlers supplying occupied areas. Rebalance air handling equipment to maintain correct airflow to occupied areas. a. Provide adequate forced ventilation of enclosed areas to cure installed materials, to prevent excessive humidity, and to prevent hazardous accumulations of dust, fumes, vapors, or gases in the building. b. Direct exhaust from equipment away from building air intakes and operable windows; assure that filters on building air intakes are operational and protected from excessive amounts of airborne contaminants. Cover intakes of air handling equipment not in operation in proximity to exhaust locations. B. Sealing of Openings: Use tape or other impenetrable sealant to seal barrier wall seams, cracks around window and door frames, exhaust system ductwork, pipes, floor penetrations, joints and ducts. Seal or filter all open return and exhaust ductwork. C. Dust Control: The Contractor shall take appropriate steps throughout the term of the Project to prevent airborne dust due to work under this contract. Water shall be applied wherever practical to settle and hold dust to a minimum, particularly during demolition and moving of materials. No chemical palliatives shall be used without permission of the Owner's Representative. 1. Spray surfaces with water mist during dust-producing interior demolition activities. Hard surface floors in work area, adjacent hallways and passage areas require vacuuming with HEPA-filtered vacuwn cleaners and frequent wet-mopping during demolition and construction; protect adjacent carpeted areas with plastic and plywood and vacuum with HEP A-filtered vacuum cleaners. 2. Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent airborne dust from dispersing into atmosphere. D. Whenever access panels are opened in occupied areas, for work above ceilings, provide portable enclosure ladder and sealing off opening, fitted tight to ceiling. E. Provide thorough cleaning of existing surfaces which become exposed to dust, before start of Owner's occupancy. 3.04 FINAL CLEANING A. Removal of construction barriers shall be done carefully, and when necessary, outside of normal work hours. Remove all tape residue from existing/new surfaces. HEP A vacuum and clean all surfaces free of dust after the removal prior to Owner's occupancy. B. Rebalance existiqg HV AC systems to restore modified systems back to the original design intent. No. 062043 01560-4 Construction Dust Control 3.05 ENFORCEMENT A. Failure to maintain containment areas will result in issuance of written warning: if situation is not corrected within eight (8) hours of receipt of warning, Owner will have cause to stop the work as provided in Article 2.3 of A201 General Conditions of the Contract for Construction. All costs associated with Owner's written order to stop the Work and remobilization shall be borne by the Contractor. END OF SECTION 01560 No. 062043 01560-5 Construction Dust Control SECTION 01630 SUBSTITUTIONS AND PRODUCT OPTIONS PART 1: GENERAL 1.01 DESCRIPTION A. This Section defines procedures to be followed to gain acceptance of products in the Work which are not listed in the individual specification sections. A two step process is required. B. Requests for acceptance for bidding purposes of alternative manufacturers is encouraged except where specifically prohibited by this Project Manual. 1.02 PRODUCT OPTIONS NOT REQUIRING PRE-BID SUBMITTAL A. Where products are specified by reference standards, any product established by a material testing agency to meet these standards is acceptable. B. Where multiple manufacturers and associated models are specified, select anyone named. C. Where manufacturer(s) alone are specified, select any manufacturer and the product reconunended in writing by the manufacturer as most suited to the application shown on the Drawings and Specifications. D. Where the phrase "or equal" follows the name of a manufacturer, any product which meets the performance and appearance standards established by the specified manufacturer may be selected, subject to the Architect's acceptance. 1.03 PRODUCT SUBSTITUTIONS REQUIRING PRE-BID SUBMITTALS A. Step One - Manufacturers Acceptance 1. Individual specification sections may be amended by the Architect during the bid period to include additional names of manufacturers detennined to be capable of providing acceptable materials. 2. To propose the names of specific manufacturers, submit, or arrange for suppliers to submit, written requests to Architect or appropriate Architect's Consultant. Requests received ten (10) calendar days prior to bid date will be considered. a. Provide sufficient review data. Include specified manufacturer's model numbers and proposed manufacturer's product literature, noting product numbers for proposed substitutions, and where appropriate, samples and data relating to construction details. If the product is not identical to specified product, submit letter stating proposed manufacturer will custom make products to meet specified plfOduct. b. Architect's acceptance is based upon his detennination that a manufacturer is capable of supplying acceptable materials. Approval is not assured or implied for a specific material, item of equipment, color Oir finish. c. Official notification will be by addendum to the Contract Documents. However, in addition, if letters of n:quest are delivered in duplicate with accompanying stamped self addressed envelopes, copies may be n:turned with Architect's decision in advance. No. 062043 01630-1 Substitutions and Product Options B. Step Two - Product Acceptance 1. Upon award of a construction contract, accepted manufacturers may submit for review to the Architect through the General Contractor, specific products, materials or equipment items as substitutes for those specified. General contractor to provide letter stating they will reimburse Architect to review substitutions. 2. Architect will review substitute products for performance, appearance, color, fmish, size and suitability for inclusion in the work. If a substitute product is not accepted, submit another product by the same or other accepted manufacturer or provide the specified product. 3. Match specified colors and dimensions exactly, whether or not they are standard with the substitute product, unless a minor variation is accepted by the Architect. 4. If a substitute product is accepted, coordinate any necessary changes in other related work and pay for these changes. Pay cost of architectural or engineering services, if any, required to incorporate substitute products in the Work. 1.04 SUBSTITUTIONS BY CHANGE ORDER A. A substitution for a specified product may be permitted by "change order" at no additional cost to the Owner if product proposed is determined to be equivalent in perfonnance and suitability, and if at least one of the following conditions apply: 1. Owner is given a credit for the work. 2. Product is of superior quality than product specified. 3. Product color or finish selection is preferable. 4. Products specified and upon which building is designed have been discontinued by manufacturer. B. Provide Architect, through Owner, reasonable compensation for product evaluation. END OF SECTION 01630 No. 062043 01630-2 Substitutions and Product Options T SECTION 01700 PROJECT CLOSEOUT 1.01 GENERAl. A Comply with requirements stated in Conditions of the Contract and in Specifications for administrative procedures in closing out the Work. B. Related requirements in other parts of the Project Manual 1. Fiscal provisions, legal submittals and additional administrative requirements: Conditions of the Contract. C. Related requirements specified in other sections 1. Closeout Submittals Required: The respective sections of specifications. 1.02 SUBSTANTIAL COMPLETION A. Refer to the General Conditions of the Contract for Construction. B. When the Project is detennined by the Architect to be sufficiently complete to pennit utilization for the intended use, the Architect will issue a Certificate of Substantial Completion. C. To receive the Certificate of Substantial Completion, perform the following: I. Submit to the Architect a notice declaring that work is believed to be substantially complete. 2. Submit a list of work items that remain to be completed or corrected and the date this work will be accomplished. 3. Obtain Occupancy certificate when required from governing municipality. D. Architect wdl visit the project to evaluate the request for issuance of a Certificate of Substantial Completion. 1. If the Architect concurs that the Project is substantially complete, the Architect will deliver a Certificate of Substantial Completion and a list of work items necessary for completion or correction prior to request for inspection for final completion. 2. If the Architect detennines that the work is not substantially complete, the Architect will deliver to the Contractor a written statement including reasons. 3. Complete work on the items required by the Architect for achieving substantial completion and make additional written requests for issuance of a Certificate of Substantial Completion until the Architect determines that sufficient Work has been performed. 1.03 FINAL INSPECTION A. When the Work is considered complete, submit written certification that: 1. Contra.ct Documents have been reviewed. 2. Work has been completed and inspected by the Contractor for compliance with Contract Documents and is ready for [mal inspection. No. 062043 01700-1 Project Closeout B. Architect will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Architect consider that the Work is incomplete or defective: 1. Architect will notify the Contractor in writing, listing the incomplete or defective work. 2. Take immediate steps to remedy the stated deficiencies, and send a second written certification to Architect that the Work is complete. 3. Architect will reinspect the Work. D. When the Architect fmds that the Work is acceptable under the Contract Documents, he will request preparation of closeout submittals. 1.04 REINSPECTION FEES A. Should Architect perform reinspections due to failure of the Work to comply with the claims of status of completion made by the Contractor: 1. Owner will compensate Architect for such additional services. 2. Owner will deduct the amount of such compensation from the fmal payment. 1.05 CLOSEOUT SUBMITTALS TO ARCHITECT A. When the Architect has determined that the Construction Work is acceptable under the Contract Documents and the Contract fully performed, prepare and submit final Application for Payment to the Architect together with the following: 1. A letter recommending acceptance of the Project and indicating all punch list items are complete. 2. Contractor's Affidavit of Payment of Debts and Claims, AIA Document G706, with bonds for any exceptions. 3. Tax Administration Form 134, indicating compliance with M.S.A. 290.92 relative to tax withholding. 4. Consent of surety to fmal payment on Consent of Surety Company to Final Payment, AIA Document G707. 5. Contractors Affidavit of Release of Liens, AIA Document G706A. 6. Project Record Documents, if required. 7. Wananties and Bonds. B. Submit one original and one copy for Items Al through A 7. 1.06 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a fmal statement of accounting to Architect. B. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum. No. 062043 01700-2 Project Closeout .. . i..... 2. Additions and deductions resulting from: a. Previous Change Orders b. Allowances c. Unit Prices d. Deductions for uncorrected Work e. Penalties and Bonuses ( Deductions for liquidated damages g. Deductions for reinspection payments and costs incurred by Architect or Architect's Consultants if project is not closed out within sixty (60) days of Substantial Completion. h. Other adjustments 3. Total Contract Sum, as adjusted. 4. Previous payments. 5. Sum r'~maining due. C. Architect will prepare a [mal Change Order, reflecting approved adjustments to the Contract Swns which were not previously made by Change Orders. 1.07 FlNAL APPLICATION FOR PAYMENT A. Submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. END OF SECTION 01700 No. 062043 01700-3 Project Closeout SECTION 01710 CLEANING PART 1: GENERAL 1.01 RELATED WORK SPECIFIED ELSEWHERE A. Cleaning required for specified work is specified in sections pertaining to that work. PART 2: PROnUCTS 2.01 CLEANING MATERIALS A. Use only cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3: EXECUTION 3.01 DURING CONSTRUCTION A. Oversee clt:aning and ensure that project area is maintained free from accumulations of waste materials and rubbish. B. At weekly intervals during progress of work, clean up site and access and dispose of waste materials, rubbish and debris resulting from their work. e. Do not allow waste material, rubbish and debris to accumulate and become an unsightly or hazardous condition. D. Remove waste materials, rubbish and debris form the site and legally dispose of at public or private dumping areas off the Owner's property. E. Lower waste materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. F. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. G. Where Contractor has periodic access to ancillary spaces occupied by Owner, thoroughly clean after each use, so as to not disrupt Owner's ongoing operations. H. Failure to maintain a clean construction area will result in the Owner cleaning the site and back-charging the Contractor. 3.02 FINAL CLEANING A. Employ experienced workers or professional cleaners for fmal cleaning. B. At completion of construction and just prior to acceptance or occupancy, conduct a final inspection of exposed interior and exterior surfaces. e. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from interior and exterior surfaces. D. Repair, patch and touch up marred surfaces to match adjacent finishes. E. Broom clean paved surfaces; rake clean other surfaces of grounds. F. Maintain cleaning until the Building or portion thereof, is occupied by the Owner. END OF SECTION 01710 No. 062043 01710-1 Cleaning )' SECTION 01720 PROJECT RECORD DOCUMENTS 1.01 GENERAL A. Fully coopt~rate with the Architect to accomplish the following. B. These requirements supplement the requirements set forth in the General Conditions. C. Maintain alt each site one record copy, as applicable, of: 1. Drawings and Details with addenda marked in. 2. Specifications with addenda marked in. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Architect/Engineer Supplemental Instructions, Proposal Requests or written instructions. 6. Approved shop drawings, product data and samples. 7. Field test records. 8. Shop drawings, product data and samples: Section 01300. 1.02 MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES A. Store record docmnents and samples in Contractor's field office in files and racks. Provide locked cabinet or secure storage space for storage of samples. B. File documents and samples in accordance with the Construction Specifications Institute MASTERFORMAT. C. Maintain record docwnents in a clean, dry, legible condition and in good order. Do not use record docwnents for construction purposes. D. Make record documents and samples available at all times for inspection by Architect or Owner. 1.03 RECORDING A. Label each docwnent "PROJECf RECORD" in neat large printed letters. B. Continuously record infonnation and changes. C. Drawings: Legibly mark to record actual construction. I. Depths of various elements of fOlmdation in relation to fmish first floor datum. 2. Horiwntal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. No. 062043 01720-1 Project Record Documents 4. Field changes of dimension and detail. 5. Changes made by Field Order or by Change Order. 6. Details not on original contract drawings. D. Specifications and Addenda - Legibly mark each Section to record: I. Manufacturer, trade name, catalog number, and Supplier of each Product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order. 1.04 SUBMITTAL A. Deliver Record Documents to the Owner at contract close-out. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title 3. Title and number of each Record Document END OF SECTION 01720 No. 062043 01720-2 Project Record Documents - ~--,--~-- SECTION 01730 OPERATING, MAINTENANCE AND WARRANTY DATA 1.01 GENERAL A. Compile product data and related information appropriate for Owner's maintenance and operation of products furnished under the Contract. B. Prepare operating, maintenance and warranty data as specified in this Section and as referenced in other pertinent section of Project Manual. C. Instruct Owner's personnel in the maintenance of products and in the operation of equipment and systems. D. Related requirements specified in other sections: 1. Shop drawings, product data and samples: Section 01300. 2. Project Closeout: Section 01700. 3. Project Record Documents: Section 01720. 1.02 QUALITY ASSURANCE A. Preparation of data shall be done by personnel with the following qualifications: I. Trained and experienced in maintenance and operation of the described products. 2. Completely familiar with requirements of this Section. 3. Skilkd as a technical writer to the extent required to communicate essential data. 4. Skilled as a draftsman competent to prepare required drawings. 1.03 FORM OF SUBMITTALS A. Prepare data in the form of an instructional manual for use by the Owner's personnel. B. Format sluLll conform to the following: 1. Size: 8\12" x II". 2. Paper: 20 pound minimum, white, for typed pages. 3. Text: Manufacturer's printed data, or neatly typewritten. 4. Drawings a. Provide reinforced punched binder tab, bind in with text. b. Fold larger drawings to the size of the text pages. No. 062043 01730-1 Operating, Maintenance and Warranty Data 5. Provide fly-leaf for each separate product, or each piece of operating equipment. a. Provide typed description of product, and major component parts of equipment. b. Provide indexed tabs. 6. Cover: Identify each volume with typed or printed title "OPERATING, MAINTENANCE AND WARRANTY INSTRUCTIONS". List: a. Title of Project b. Identity of separate structure as applicable. c. Identity of general subject matter covered in the manual. C. Binders 1. Commercial quality three-ring binders with durable and cleanable plastic cover. 2. Maximum ring size: 2 inch. 3. When multiple binders are used, correlate the data into related consistent groupings. 1.04 CONTENT OF MANUAL A. Arrange neatly typewritten table of contents for each volume, in the following systematic order. I. Contractor, name of responsible principal, address and telephone number. 2. A list of each product required to be included, indexed to the content of volume. 3. List, with each product, the name, address and telephone number of: a. Contractor or installer. b. Maintenance contractor, as appropriate. c. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. e. Include warranty information as specified. 4. Identify each product by product name and other identifying symbols such as set in Contract Documents. B. Product Data 1. Include only those sheets which are pertinent to the specific product. 2. Annotate each sheet to: a. Clearly identify the specific product or part installed. No. 062043 01730-2 Operating, Maintenance and Warranty Data C. Content, for moisture-protection and weather-exposed products: 1. Manu[;acturer's data, giving full information on products. a. Applicable standards b. Chemical composition c. Details of installation 2. Instructions for inspection, maintenance and repair. D. Additional requirements for maintenance data: The respective section of the Project Manual. 1.05 SUBMITTAL SCHEDULE A. Submit one copy of completed data in [mal form within thirty days of substantial completion. Copy will be returned with comments. B. Submit two copies of approved data in [mal form ten (10) days after comments are received. END OF SECTION 01730 No. 062043 01730-3 Operating, Maintenance and Warranty Data SECTION 01820 DEMONSTRATION AND TRAINING PART I: GENE:RAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes administrative and procedural requirements for instructing Owner's personnel, including the following: I. Demonstration of operation of systems, subsystems, and equipment. 2. Training in operation and maintenance of systems, subsystems, and equipment. B. Related Sections: I. Division 1-14 - Individual sections with training requirements. 2. Division 15 - Mechanical sections with training requirements. 3. Division 16 - Electrical sections with training requirements. 1.03 SUBMITTALS A. Instruction Program: Submit two copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module. I. At completion of training, submit one complete training manual for Owner's use. B. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Attendance Record: For each training module, submit list of participants and length of instruction time. D. Evaluation,>: For each participant and for each training module, submit results and documentation of performance- based test. E. Demonstration and Training Videotape: Submit one copy at end of each training module. 1.04 QUALITY ASSURANCE A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. B. Instructor Qualifications: A factory-authorized service representative, complying with requirements in Division 1 Section "Quality Requirements," experienced in operation and maintenance procedures and training. No. 062043 01820-1 Demonstration and Training 1.05 COORDINATION A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations. B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect. PART 2 - PRODUCTS 2.01 INSTRUCTION PROGRAM A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable: I. Basis of System Design, Operational Requirements, and Criteria: Include the following: a. System, subsystem, and equipment descriptions. b. Performance and design criteria if Contractor is delegated design responsibility. c. Operating standards. d. Regulatory requirements. e. Equipment function. f. Operating characteristics. g. Limiting conditions. h. Performance curves. 2. Documentation: Review the following items in detail: a. Emergency manuals. b. Operations manuals. c. Maintenance manuals. d. Project Record Documents. e. Identification systems. f. Warranties and bonds. g. Maintenance service agreements and similar continuing commitments. 3. Emergencies: Include the following, as applicable: a. Instructions on meaning of warnings, trouble indications, and error messages. b. Instructions on stopping. c. Shutdown instructions for each type of emergency. d. Operating instructions for conditions outside of normal operating limits. e. Sequences for electric or electronic systems. f. Special operating instructions and procedures. No. 062043 01820-2 Demonstration and Training 4. Operations: Include the following, as applicable: a. Startup procedures. b. Equipment or system break-in procedures. c. Routine and normal operating instructions. d. Regulation and control procedures. e. Control sequences. f. Safety procedures. g. Instructions on stopping. h. Normal shutdown instructions. 1. Operating procedures for emergencies. J. Operating procedures for system. subsystem. or equipment failure. k. Seasonal and weekend operating instructions. 1. Required sequences for electric or electronic systems. m. Special operating instructions and procedures. 5. Adjustments: Include the following: a. Alignments. b. Checking adjustments. c. Noise and vibration adjustments. d. Economy and efficiency adjustments. 6. Troubleshooting: Include the following: a. Diagnostic instructions. b. Test and inspection procedures. 7. Maintenance: Include the following: a. Inspection procedures. b. Types of cleaning agents to be used and methods of cleaning. c. List of cleaning agents and methods of cleaning detrimental to product. d. Procedures for routine cleaning e. Procedures for preventive maintenance. f. Procedures for routine maintenance. g. Instruction on use of special tools. 8. Repairs: Include the following: a. Diagnosis instructions. b. Repair instructions. c. Disassembly; component removal, repair, and replacement; and reassembly instructions. d. Instructions for identifying parts and components. e. Review of spare parts needed for operation and maintenance. PART 3 - EXECUTION 3.01 PREP ARA. TION A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual. B. Set up instructional equipment at instruction location. No. 062043 01820-3 Demonstration and Training 3.02 INSTRUCTION A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants, instruction times, and location. B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Owner will furnish Contractor with names and positions of participants. C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. 1. Schedule training through Architect with at least seven days' advance notice. D. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of a demonstration performance-based test. E. Demonstration and Training Videotape: Record each training module separately. Include classroom instructions and demonstrations, board diagrams, and other visual aids, but not student practice. 1. At beginning of each training module, record each chart containing learning objective and lesson outline. F. Cleanup: Collect used and leftover educational materials and give to Owner. Remove instructional equipment. Restore systems and equipment to condition existing before initial training use. 3.03 REQUIRED DEMONSTRATION AND TRAINING A. The following is a list of demonstration and training requirements listed in individual specification sections. Inconsistencies or omissions from the list does not relieve the Contractor from providing required demonstration and training delineated in each specification section. Specification Section 11400 15300 16720 Item Food Service Equipment Fire Protection Remodeled Fire Alarm Systems Minimum Time* 4 hours As required 8 hours and 3 site visits END OF SECTION 01820 No. 062043 01820-4 Demonstration and Training SECTION 02070 SELECTIVE DEMOLITION PART 1: GENE:RAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section requires the selective removal of the following: I. Portions of existing building indicated on drawings and as required, to be removed and disposed of off site, to accommodate new construction. B. Related work specified elsewhere: 1. Remodeling construction work and patching are included within the respective sections of specifications. 2. Removal ofroofmg, roof insulation and flashing is specified in Division 7. 3. Removal of mechanical and electrical systems and equipment is specified in Divisions 15 and 16. 4. Cutting or drilling nonstructural concrete floors and masonry walls for piping, ducts, and conduits is specified in Divisions 15 and 16. C. Related work by others: 1. Removal of movable furnishings and equipment is by Owner. 1.03 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division I Specification Sections. B. Schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work. Include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control. 1. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on- site operations. 2. Coordinate with Owner's continuing occupation of portions of existing building and with Owner's partial occupancy of completed new construction areas. C. Photographs of existing conditions of structure surfaces, equipment, and adjacent improvements that might be misconstrued as damage related to removal operations. File with Owner's Representative prior to start of work. D. Product data and Material Safety Data Sheets for any hazardous, highly odoriferous, or high volatile materials to be used, along with procedure and safeguards to be followed during the use of each. No. 062043 02070-1 Selective Demolition 1.04 JOB CONDITIONS A. Occupancy: Owner will occupy portions of the building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal operations. Provide minimum of 72 hours advance notice to Owner's Representative of demolition activities that will affect Owner's normal operations. B. Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be demolished. 1. Conditions existing at time of inspection for bidding purposes will be maintained by Owner insofar as practicable. However, minor variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. C. Partial Demolition and Removal: Items indicated to be removed but of salvageable value to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed. I. Storage or sale of removed items on site will not be permitted. D. Protection: Provide temporary barricades and other forms of protection to protect Owner's personnel, students and general public from injury due to selective demolition work. 1. Provide protective measures as required to provide free and safe passage of Owner's personnel and general public to occupied portions of building. 2. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished and adjacent facilities or work to remain. 3. Protect from damage existing fInish work that is to remain in place and which becomes exposed during demolition operations. 4. Protect floors with suitable coverings when necessary. 5. Construct temporary insulated dustproof partitions where required to separate areas where noisy, dirty or dusty operations are performed. Construct partitions out of metal stud, poly and gypsum board and provide dustproof doors and security locks. 6. Provide temporary weather protection during interval between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing building. E. Damages: Promptly repair damages caused to adjacent facilities by demolition work. F. Traffic: Conduct selective demolition operations and debris removal to ensure minimum interference with roads, , streets, walks, and other adjacent occupied or used facilities. 1. Do not close, block, or otherwise obstruct streets, walks, or other occupied or used facilities without written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. G. Flame Cutting: Do not use cutting torches for removal until work area is cleared of flammable materials. At concealed spaces, flame cutting will not be allowed. Maintain portable fire suppression devices during flame- cutting operations. No. 062043 02070-2 Selective Demolition r H. Utility Services: Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations. 1. Do not interrupt utilities serving occupied or used spaces, except when authorized in writing by Owner's Representative. Provide temporary services during interruptions to existing utilities, as acceptable to Owner. 2. Maintain fire protection services during selective demolition operations. 3. Maintain HV AC functions in occupied spaces, in so far as possible. Provide temporary heating and ventilation as required to maintain acceptable working conditions. Do not interrupt functions to occupied spaces, except as shown on the demolition plans or when authorized in writing by the Owner. I. Environmental Controls: Use temporary enclosures, and other methods to limit dust and dirt migration. Comply with governing regulations pertaining to environmental protection. 1. Do not use water when it may create hazardous or objectionable conditions such as Ice, flooding, and pollution, or damage to finishes or occupied spaces. J. Do not use: highly odoriferous, hazardous or highly volatile chemicals during demolition without the approval of the Owner. Provide appropriate safeguards during the use of such approved materials. K. Lead Contuining Materials: The existing building may contain lead-containing materials, including lead paint. It is the Contractor's responsibility to meet all governmental regulations when dealing with and disposing of lead containing materials. PART 2: PRODUCTS (Not Applicable) PART 3: EXECUTION 3.01 PREPARATION A. General: Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of areas to be demolished and adjacent facilities to remain. 1. Cease operations and notify Architect immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations. 2. Cover and protect furniture, equipment, and fixtures from soilage or damage when demolition work is performed in areas where such items have not been removed. 3. Erect and maintain dust-proof partitions and closures as required to prevent spread of dust or fumes to occupied portions of the building. a. Where selective demolition occurs immediately adjacent to occupied portions of the building, construct dust-proof partitions of minimum 3-5/8" metal studs inch studs, 5/8-inch drywall (joints taped) on occupied side, 1/2-inch fIre-retardant plywood on demolition side. Fill partition cavity with insulation. Provide lockable dustproof doors. b. Provide similar weatherproof closures for exterior openings resulting from or immediately adjacent to demolition work. No. 062043 02070-3 Selective Demolition 4. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. a. Provide bypass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 72 hours advance notice to Owner if shutdown of service is necessary during changeover. 5. Asbestos containing materials shall be removed only by a licensed asbestos abatement contractor. In the event that asbestos containing materials are encountered during the demolition process, implement the following procedures: a. If the materials is not disturbed, stop work in the immediate area and notify the Owner who will arrange for abatement of the material. b. If the material has been disturbed by demolition operation, or is otherwise loose or damaged, evacuate the immediate area and restrict access to all personnel. Shut off or isolate HV AC to the area. Notify the Owner and do not re-enter space until abatement is complete and permission has been received. c. Rearrange selective demolition schedule as necessary to continue overall job progress without undue delay. 3.02 DEMOLITION A. General: Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated on Drawings in accordance with demolition schedule and governing regulations. 1. Provide for effective air and water pollution controls as required by local authorities having jurisdiction. B. If unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure both nature and extend of the conflict. Submit report to Architect in written, accurate detail. Pending receipt of directive from Architect, rearrange selective demolition schedule as necessary to continue overall job progress without undue delay_ C. Leave all surfaces and work ready and acceptable to the next trade. Use only materials and techniques that are acceptable to subsequent trades to remove materials from surfaces to remain. 1. Remove adhesive and other materials where wall and floor coverings are removed. 2. Patch or repair demolition in excess of that shown on drawings. 3.03 DISPOSAL OF DEMOLISHED MATERIALS A. Remove from building site debris, rubbish, and other materials resulting from demolition operations. Transport and legally dispose of off site. 1. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. 2. Burning of removed materials is not permitted on project site. No. 062043 02070-4 Selective Demolition L 3.04 CLEANUl' AND REPAIR A. General: Upon completion of demolition work, remove tools, equipment, and demolished materials from site. Leave interior areas broom clean. 1. Repair demolition performed in excess of that required. Return elements of construction and surfaces to remain to condition existing prior to start operations. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. 2. Remove protection when no longer required by demolition and remodeling work. END OF SECTION 02070 No. 062043 02070-5 Selective Demolition . SECTION 03300 CAST -IN-PLACE CONCRETE PART 1: GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract, pertinent portions of Sections in Division One of these Specifications, and related notes on the Structural Drawings apply to the Work of this Section. 1.02 SCOPE A. Section includes: All Cast-In-Place concrete work, including floor slabs, vapor barrier, topping. B. Related work specified in other sections: 1. Structural Testing and Special Inspection - Section 01410. 2. Infillllt freezer/cooler sub floor. 3. Concrete reinforcement - Section 03200. 4. Grout - Section 03600. 1.03 REFERENCE STANDARDS A. The following specifications and standards are incorporated by reference. Materials and operations shall comply with requirements of the specified issue of published reference. Where provisions of these Project Specifications are at variance with these reference specifications and recommended practices, the maximum criteria or requirements shall govern. 1. Amenican Concrete Institute (ACI) 117-90, "Standard Specification for Tolerances for Concrete Construction and Materials" 2. American Concrete Institute (ACI) 301-99, "Specifications for Structural Concrete for Buildings" 3. ''''American Concrete Institute (ACI) 306.1-98, "Standard Specification for Cold Weather Concreting" 4. American Concrete Institute (ACI) 318-99, "Building Code Requirements for Structural Concrete" 5. ASTM C31-03a, "Making and Curing Concrete Test Specimens in the Field" 6. ASTM: C33-03, "Concrete Aggregates" 7. ASTM C39-01, "Compressive Strength of Cylindrical Concrete Specimens" 8. ASTM C94-03,"Ready-Mixed Concrete" 9. ASTM C136-01, "Sieve Analysis of Fine and Coarse Aggregate" 10. ASTM CI43-00, "Slump of Hydraulic Cement Concrete" 11. ASTM CI50-02a, "Portland Cement" No. 062043 03300-1 Cast-in-Place Concrete 12. ASTM CI71-03, "Sheet Materials for Curing Concrete" 13. ASTM C231-97el, "Air Content of Freshly Mixed Concrete by the Pressure Method" 14. ASTM C260-01, "Air-Entraining Admixtures for Concrete" 15. ASTM C309-98a, "Liquid Membrane-Forming Compounds for Curing Concrete" 16. ASTM C330-03, "Lightweight Aggregates for Structural Concrete" 17. ASTM D448-03, "Sizes of Aggregate for Road and Bridge Construction" 18. ASTM C494-9gel, "Chemical Admixtures for Concrete" 19. ASTM CS67 -00, "Determining Density of Structural Lightweight Concrete" 20. ASTM C618-99, "Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete" 21. ASTM Cl107-98, "Packaged, Dry, Hydraulic-Cement Grout (Non-Shrink)" 22. ASTM CI116-02, "Fiber-Reinforced Concrete and Shotcrete"'''' 23. ASTM DI7S1-99, "Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non- Extruding and Resilient Bituminous Types)". 24. ASTM EI643-98, "Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs". 25. ASTM EI745-97, "Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs". B. The following documents, while not a part of these specifications except for sections specifically referred to herein, are recognized acceptable practices: 1. American Concrete Institute (ACI) 304R-OO, "Guide for Measuring, Mixing, Transporting, and Placing Concrete""" 2. American Concrete Institute (ACI) 305R-99, "Hot Weather Concreting" 3. American Concrete Institute (ACI) 306R-88, "Cold Weather Concreting" 4. American Concrete Institute ACI 308.1-98, "Standard Practice for Curing Concrete" 5. American Concrete Institute (ACI) 309R-96, "Guide for Consolidation of Concrete" 6. National Ready Mixed Concrete Association (NRMCA) "Quality Control Manual" 1.04 QUALITY ASSURANCE A. Contractor to employ and pay for the services of an independent testing agency acceptable to the Owner and Architect to perform Source Quality Control and specified portion ofField Quality Control. B. Work shall comply with the referenced specifications and codes. C. Fiber reinforcing supplier shall have no less than five (5) years of satisfactory product performance experience with the approved product. No. 062043 03300-2 Cast-in-Place Concrete 1.05 SUBMITT.i\LS A. Make submittals in accordance with Section 01300. B. Concrete mix designs for each mix used. Include field test data to support mix proportions on request. C. Product data for admixtures, curing materials and compounds, joint fillers, vapor retarders, fiber reinforcing and non- shrink grout D. Source quality control documentation. E. Drawings showing construction and control joint locations and details for interior floor slabs noting scheduled floor finishes and specified vapor barriers. F. Certification of admixture conformance to chloride ion requirements. G. Submit samples of vapor barrier/retarder proposed for project. H. Submit certification from the concrete supplier that the approved fiber reinforcing was added to all applicable batches of concrete delivered to the project site. Tickets documenting this certification shall be provided upon request. 1.06 MATERIAL DELIVERY, HANDLING, AND STORAGE A. Materials shall be delivered in the Manufacturer's undamaged, unopened containers. Each container shall be clearly marked with the product name, manufacturer's name, batch number, component designation, and ratio of component mixtures B. Provide equipment and personnel to handle the materials by methods that prevent damage. C. Promptly inspect shipments to assure that materials comply with requirements, quantities are correct, and materials are undamaged. D. Store matelials in accordance with the Manufacturer's instructions, with seals and label intact and legible. Maintain temperatures within the Manufacturer's recommended ranges. E. Furnish delivery tickets with each load of concrete delivered to the Project. Information on each ticket shall be as required by ASTM C94 and shall also include: type of concrete (mix Dumber); weights of all ingredients; maximum aggregate size; type, brand, and amormt of admixtures; total water in the batch; maximum amount of water which can be added at the site without exceeding design mix proportions; amount of water added at site and initials of person adding water. Contractor to retain tickets until substantial completion unless directed otherwise. 1.07 NATIONAL VOLATILE ORGANIC COUMPOUND (V.O.c.) EMISSION STANDARDS A. All products shall comply with the E.P.A. rulings establishing national V.O.c. emission standards for architectural coatings as listed in the Federal Register: September 11,1998 (Volume 63, Number 176), [Rules and Regulations] [Page 48848-48887] PART2: PRODUCTS 2.01 MATERIALS A. Cement 1. Cement: ASTM C150, Type I. No. 062043 03300-3 Cast-in-Place Concrete 2. Cement for high early strength structural concrete ASTM C150, Type III 3. Use only one type and brand of Portland Cement for all exposed concrete. Be responsible for whatever steps are necessary to insure that no visual variations in color will result in exposed concrete. Place on order a sufficient quantity of this cement to complete the work. Architect's permission is required to change brands. 4. Fly Ash: ASTM C618, Class C or F. B. Aggregates I. Fine and coarse aggregates for normal weight structural and non-structural concrete: ASTM C33, well graded with not more than 18% and not less than 8% retained on an individual sieve, except: a. Less than 8% may be retained on the coarsest sieve and the No. 50 sieve, and b. Less than 8% shall be retained on sieves fmer than No. 50 c. The above gradation limits are not required for footings or for concrete with a 3/8" maximum aggregate. 2. Aggregates for lightweight structural and non-structural concrete: ASTM C330. 3. Provide maximum size specified in mix design schedule. 4. Coarse aggregates shall not contain quartzite or gneiss. C. Water: Clean and free from deleterious amounts of acids, alkalies or organic materials. D. Admixtures: 1. Air Entraining Admixture: ASTM C260. 2. Water Reducing Admixtures: ASTM C494, Type A and free from chlorides and added lignin. 3. Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more than .05% chloride ions. 4. Do not use accelerating or retarding admixtures without written approval of the Architect. E. Synthetic Fiber Reinforcing: 100% virgin polypropylene, fibrillated, specific gravity 0.91, graded or minimum %" uniform length, ICBO approved, to conform to ASTM C1116, Type ID. SI Concrete Systems: "Fibennesh InForce e3", W. R. Grace: "Grace Fibers", or approved equal. Use in topping and slabs on grade at the rate of 1.5#/cubic yard. 2.02 ACCESSORIES A. Curing Materials: I. Interior Curing Compounds: Sonneborn "Kure and Seal Wit or equal to meet ASTM C309, Type I, compatible with other surface treatments. 2. Acrylic curing and sealing compound: ASTM C309, Type I, VOC compliant, 18% minimum solids. 3. Moisture-cover curing materials: ASTM C171, curing paper, polyethylene film. 4. Curing compounds shall not have any adverse affect on fmishes, traffic topping or sealers. Coordinate with the fmish, traffic topping or sealer manufacturer and receive written confirmation before applying. No. 062043 03300-4 Cast-in-Place Concrete B. Vapor Barrier: Meet requirements of ASTM EI745 Class C or A. Include manufacturer's recommended joint sealing tape and pipe/conduit penetration boots. Provide appropriate type for scheduled finish materials: I. Floors not scheduled to receive a floor covering or coating: a. Materials: Meets Class C, 8 mil minimum thickness plastic sheeting, perrneance rating per ASTM E96 of 0.04 penns or lower. b. Manufacturers/Products: Griffolyn T-65, T-65G by ReefIndustries; Rufco D16WB by Raven Industries. C. Expansion Joint and Isolation Joint Filler: Preformed, resilient, non-extruding asphalt impregnated cane fiber, ASTM D1751. D. Insulation #5 (underslab insulation): Extruded polystyrene 60 pounds/square inch as manufactured by V.c. Industries, Dow Chemical, Diversifoam Products, or Amoco Foam Products. 2.03 MIXES A. Submit concrete mix design for each type of concrete at least 14 days prior to the proposed start of placement. Mix designs must be reviewed prior to pouring concrete. Review is for conformance with specification requirements only. Contractor is responsible for performance. B. Concrete shall conform to the requirements of ASTM C94 (Option A) unless other requirements of this project specification are more stringent. Establish mix proportions according to the procedure in ACI 301. C. Concrete Materials and Mixing for fiber-reinforced concrete: ASTM Clll6 alternative number 2, performance level 1, and toughness index Is. D. Provide concrete with workability such that it will ftll the forms, without voids or honeycombs, when properly vibrated, without permitting materials to separate or excess water to collect on the surface. E. Provide mixes meeting the following minimum requirements: 28 Day Maximum Air Content Maximum Maximum Use Compressive Aggregate (ASTM Water/Cement Chloride Ion Strength Size C231). . Ratio Content % I Lightweight Concrete 3,000 psi 3/8" 0.57 1.00 Class 2S -- 1. Slump at point of discharge. When superplasticizer is used, slump is prior to addition of superplasticizer. 8" maximum slump after superplasticizer is added. F. Substitution of fly ash for Portland Cement shall not exceed 30% by weight of cement for concrete. G. Structural lightweight concrete shall have an air-dry unit weight, per ASTM C567, of 115 pcf:i::3 pcf. H. Lightweight non-structural concrete topping shall have a freshly mixed weight of 80 pcf:i::3 pef. Air-dry density to be 70 pcf. Determine weights per ASTM C567. 2.04 SOURCE QUALITY CONTROL A. Provide an independent testing laboratory to perform the following: 1. At the: beginning of the concrete operations for the project and for each 1,000 yards of concrete delivered to the project, test the fme and coarse aggregate gradation in accordance with ASTM C136 for conformance with this specification. No. 062043 03300-5 Cast-in-Place Concrete 2. Submit test results to the Architect. B. Submit records showing that, within the previous year, the batch plant has been certified as meeting the requirements of the National Concrete Ready Mix Association or the inspection checklist in ACI 311.4R and conforms to: I. Control, handling, and material storage requirements of Chapter 2 of ACI 304. 2. Measurement requirements of Chapter 3 of ACI 304 and that batching equipment is in good condition. 3. Batching tolerance requirements of Table 3.1.2 of ACI 304. 4. Inspection performed by a qualified independent inspector. PART 3: EXECUTION 3.01 PREPARATION A. VerifY all reinforcement has been installed in accordance with Section 03200. B. Do not embed pipes other than electrical conduit (non-aluminum) in any structural concrete. Maximum total dimension of pipes embedded in concrete beams and columns shall not exceed 15% of least section dimension. C. Slabs on Grade: 1. VerifY substrate is level and within acceptable tolerances. 2. Verify completion of all underfloor mechanical and electrical work. 3. Provide 3 inch minimum cover bottom and 3 inch minimum cover sides at electrical conduits and other embedded items. 4. Lay vapor retarder per ASTM E1643 and manufacturer's written instructions over compacted granular fill for interior slabs on grade. a. Lap joints 6" minimum and seal with joint sealing tape. b. Seal at perimeter with two-sided tape. c. Install pipe/conduit penetration boots at all mechanicaVelectrical penetrations. Seal all other penetrations with joint sealing tape per manufacturer's recommendations. d. Repair any damaged areas with additional layers of vapor retarder and joint sealing tape. 3.02 JOINTS A. Locate slab on grade construction and control joints as given on Drawings and submit drawings showing proposed locations. Cut joints as soon as concrete has hardened sufficiently to prevent aggregate dislodgement. Cut to a depth of one-fourth the slab thickness or as shown on the drawings. Complete sawing within 12 hours of placement. B. Reinforcing shall be continuous across construction joints. Provide dowels where detailed or requested. Joints in walls shall be keyed with longitudinal keys at least 1-112 inches deep unless detailed otherwise. C. Where new concrete is to be placed against concrete that has set, roughen and clean the existing surfaces. Thoroughly wet the existing surfaces and slush with a neat cement grout immediately before placing new concrete. 3.03 CONCRETE MIXING A. Use cooled or heated water in accordance with ACI 306 and 305. No. 062043 03300-6 Cast-in-Place Concrete - -- . B. Air-entraining and chemical admixtures, if approved, shall be charged into mixer as a solution and dispensed by an automatic dispenser or similar metering device. Powdered admixtures shall be weighted or measured by volume as recommended by the manufacturer. Superplasticizer may be added at the job site to maintain the slump requirement. C. Two or more admixtures may be used in same concrete, provided such admixtures are added separately during batching sequence. Admixtures used in combination shall retain full efficiency and have no deleterious effect on concrete or on properties of each other. D. Ready mixe:d concrete shall be transported to the site in watertight agitator or mixer trucks loaded not in excess of rated capacities. Schedule and dispatch trucks from the batching point so that they shall arrive at the site of the work just before the concrete is required to avoid excessive mixing of concrete while waiting. E. Discharge at the site shall begin within one (1) hour after charging. Concrete may be used as long as it is of such slump that it can be placed and properly consolidated without the addition of water to the batch (other than water added prior to the start of discharge as given below). If elapsed time since batching exceeds 90 minutes, or if drum has revolved more than 300 revolutions since batching, test air content, slump, and temperature for conformance to this specification prior to pla.:ing. In no case shall the time between batching and complete discharge exceed 120 minutes. Do not permit retempering of concrete. Discard concrete that has obtained its initial set. F. Do not add water after the initial introduction of the mixing water for the batch, except at the start of discharge, subject to the conditions below. In this case, the producer may add water in an amount not exceeding that allowed to achieve the design water/cement ratio. The drum blades shall then be turned an additional 30 revolutions minimum at mixing speed. Water shall not be added to the batch at any later time. Reject concrete if water is added and these conditions are not met. 1. The measured slump of the concrete is less than that specified in the mix design. 2. No more than 60 minutes have elapsed from the time of bat ching 3. The ready-mix plant is notified and approves. 4. Truck tickets indicate maximum amount of water to be added. 5. Water is added in a manner to control volume. 6. Special Inspector is notified, if concrete placement requires inspection. G. Maximum concrete temperature delivered to Project site shall be 85 degrees F. H. To use materials other than those accepted originally, or if the materials from the source originally accepted change in characteristics, make additional tests with proposed new materials that will verify production of concrete meeting with the stated requirements without causing objectionable change in the color or appearance of the structure. Pay the testing agency for these additional tests. Do not use concrete made from such different materials until the Architect has given his approval. I. If, during the progress of the work, it is impossible to secure concrete of the required workability and strength with the materials being furnished by the Vendor, the Structural Engineer may order such changes in the proportions or materials, or both, as may be necessary to secure the desired properties, subject to the stated requirements. Make any changes so ordered without extra compensation. 3.04 PLACING A. Do not plaGe concrete until all reinforcement is in place, forms have been cleaned, formwork and reinforcing inspections made, vapor retarder is completely sealed and without damage, all discrepancies corrected, and Structural Engineer's permission has been given. B. Place conc:rete in accordance with ACI 301, unless modified herein. C. Follow recommended practices of ACI 304, unless modified herein. No. 062043 03300-7 Cast-in-Place Concrete D. Protect existing concrete work to be exposed to view and other finished materials from damage and staining resulting from concreting operations. Handle concrete carefully to avoid dripping and spillage. Cover sills, ledges and other surfaces with protective coverings as necessary to protect the work. E. Place concrete as continuously as possible until pour is complete so that no concrete is placed against concrete that has attained its initial set, except at authorized joints. If, for any reason, the concrete pour is delayed for more than 45 minutes, bulkhead pour at last acceptable construction joint. Immediately remove excess concrete and clean all forms and in place concrete surfaces. F. Do not pennit concrete to drop more than 5 feet from its point of release to mixers, hoppers, or conveyances. Use tremmies, chutes, or pumps as necessary to place columns and walls. G. Place concrete as near as possible to its final position to prevent segregation. Do not use vibrators to transport concrete. H. Immediately remove concrete spilled on existing surfaces. 3.05 CONSOLIDATION A. Consolidation of concrete shall conform to ACI 301, unless modified herein. B. Follow recommended practices of ACI 309, unless modified herein. C. Consolidate concrete floor slabs using internal vibrators (9,000 to 13,500 V.P.M.). Vibrating screeds may be used only to facilitate the finishing operation. D. Maintain a spare vibrator at the Project Site during all placing operations. 3.06 FINISHING A. Formed Surfaces 1. Concrete at tops of forms: Strike smooth and float to texture comparable to adjacent formed surfaces. 2. Concealed formed surfaces: Rough form fmish per ACI 301. Patch tie holes and defects, remove fins. 3. Exposed formed surfaces: Smooth form, fmish per ACI 301. Provide a rubbed fmish after removal of forms. B. Unformed Surfaces: Provide fmishes per ACI 301 as scheduled and to the following tolerances. Conformance shall be determined by placing a freestanding straightedge on the surface. The gap beneath the straightedge shall not exceed that specified at more than 10% of the samples. Samples shall be evenly distributed over the surface and taken in an equal number of perpendicular directions with at least one sample per 100 square feet. No gap shall exceed that specified by more than 'l4". 1. Troweled Finish: Conventional straightedged tolerance per ACI 117. Slope slab to floor drains. C. Finish Schedule 1. Troweled finish: Exposed interior concrete floors and floors to receive carpeting, resilient flooring, or thin set tile fmishes. D. Clean exposed concrete to remove laitance, efflorescence and stains. 3.07 CONCRETE CURING AND PROTECTION A. Cure concrete according to ACI 308.1 as amended by the following requirements. No. 062043 03300-8 Cast-in-Place Concrete B. Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures, and shall be maintained with a minimal moisture loss at a relatively constant temperature above 55 degrees F for a total of 7 days for normal concrete or 3 days for high-early strength concrete. c. Curing may be terminated earlier under the following conditions: I. At least 4 field cylinders for each pour, prepared and cured according to ASTM C31 alongside the concrete they represent, reach 70 percent of the specified 28-day strength. 2. The concrete temperature is maintained above 50 degrees F and laboratory cylinders reach 85% of the specified 28-day strength. 3. The concrete reaches 70% of the specified 28-day strength as estimated by the maturity method performed according to ASTM CI074. D. Protect concrete from excessive changes in temperature during the curing period and at the termination of the curing process. Changes in the temperature of the concrete shall be as uniform as possible and shall not exceed 5 degrees F in anyone hour or 50 degrees F in any 24-hour period. E. Maintain curing for members with specified strengths of 6,000 psi and above until laboratory cylinders reach the 28-day specified strength. F. Unformed Surfaces: 1. All interior slabs to receive one coat of interior curing compound. For concrete to remain exposed (not scheduled for finish): Apply additional coat just prior to substantial completion. Clean floors and apply strictly according to manufacturer's instructions. 2. Cure all other unformed surfaces using a curing compound or by covering with waterproof paper or polyethylene film. G. Apply waterproof paper or polyethylene film as soon as finishing operations are complete and the concrete is sufficiently hard to be lmdarnaged by the covering. Sprinkle concrete with water as necessary during application of covering. Lap edges and ends at least 6 inches, and seal laps. Weight down covering to prevent movement. Patch holes and tears that occur during the curing period. H. Apply curing compounds strictly according to the manufacturer's instructions using low pressure spray equipment. Apply curing compounds as soon as fInishing operations are complete, free water on the surface has disappeared and no water sheen can be seen. Apply two coats at right angles to each other where necessary to achieve proper coverage. I. Allow ventilation in freezers and coolers during concrete slab cure to prevent etching of stainless steel fmishes as recommended by food service manufacturer. 3.08 HOT WEATHER CONCRETING A. Apply recommended practices of ACI 30SR when temperature and humidity will affect placing and finishing or cause plastic shrinkage cracking. B. The follO\ving additional requirements apply when the temperature exceeds 700 F. 1. Provide concrete meeting the following temperature requirements: Min. Relative Humidi 30 30 30 30 Maximum Concrete Te 80 75 70 65 Wind S 0-10 10-15 15-20 20-25 No. 062043 03300-9 Cast-in-Place Concrete 2. Do not place concrete if the relative humidity is less than 30% 3.09 FIELD QUALITY CONTROL A. Structural Testing and Special Inspection 3. Structural Testing and Special Inspection shall be performed by qualified parties as specified herein, and in accordance with the provisions of Section 01410. 4. Personnel Qualifications a. Testing Technician 1. Technical I - ACI Certified Grade I Technician, employed by a testing laboratory with C.C.R.L. certification at the National Bureau of Standards, under the direct supervision of a licensed structural engineer. The licensed engineer shall review and approve all reports. b. Special Inspector - Structural I 1. Structural I - ICBO Certified Concrete Inspector, ACI Concrete Construction Inspector, or a graduate civil/structural engineer, or other personnel acceptable to the SER, with experience in the design of structural systems of this type. Inspections shall be perfonned under the direct supervision of a licensed structural engineer, as defined in Section 01410. The licensed engineer shall review and approve all reports. 5. The Owner will provide the following tests and inspections: a. Tests for cast in place concrete. Qualifications: Technical I. 1. Compression test specimens (ASlM C31), one set of four standard cylinders of concrete for each compressive strength test. Mold and store cylinders for laboratory cured specimens. 11. Compressive strength tests (ASlM C39). One set of four cylinders for each day's pour between one and 25 cubic yards. If a day's pour exceeds 25 cubic yards, one set of four cylinders for each additional 50 cubic yards, or fraction thereof. One specimen tested at seven days, two at 28 days, and one specimen retained in reserve for later testing if required. For post tensioned concrete, make and test an additional cylinder at three days to verify strength prior to stressing. (When frequency of testing will provide less than five strength tests for a given class of concrete, conduct at least five strength tests from randomly selected batches. If fewer than five hatches are used, conduct one test from each batch.) iii. Slump (ASTM CI43); one test at point of discharge for each set of compression test specimens; additional tests when concrete consistency appears to have changed. iv. Air entrainment (ASlM C23l): test the first batch of air entrained concrete and one additional test for each set of compression test specimens. v. Concrete temperature hourly when air temperature is 400F and below and when 800F and above; and each time a set of compression test specimens is made. VI. Density tests of lightweight concrete: ASlM C567. One test per lightweight pour. b. Concrete mix verification. Qualifications: Technical 1. Verify the following: 1. Mixer truck trip ticket conforms to approved mix design. 11. Total water added to mix on site does not exceed that allowed by concrete mix design. lll. Concrete quality is indicative of adequate mixing time, consistency, and relevant time limits. No. 062043 03300-10 Cast-in-Place Concrete c. Observe preparation and placement of all concrete, excluding slabs on grade, strip footings without transverse reinforcement, and non-composite topping slabs. Additional exclusions may be noted on the structural drawings. Special inspector must be present during entire concrete pour. Qualifications: Structural I. Verify the following: I. Acceptable general condition of concrete base prior to placement. n. Concrete conveyance and depositing avoids segregation and contamination. iii. Concrete is properly consolidated. IV. Reinforcement remains at proper location. d. Observe protection and curing methods for all concrete, excluding slabs on grade, strip footings without transverse reinforcement, and non-composite topping slabs. Additional exclusions may be noted on the structural drawings. Observations to be made periodically during the curing period. Qualifications: Structural L Verify the following: ]. Specified curing procedures are followed. 11. Specified hot and cold weather procedures are followed. e. Observe all bolts installed in concrete, Qualifications: Structural L Verify the following: I. Specified size, type, spacing, configuration, embedment, and quantity. 11. Proper concrete placement and consolidation around all bolts. f. Observe surface preparation, pre-wetting, grout scrubbing, reinforcing, concrete placement, and initiation of wet curing for all composite (bonded) concrete toppings. Qualifications: Structural L B. Conventional Testing and Inspection Requirements 1. The Owner will perform density test of lightweight concrete per ASTM C567. One test per lightweight pour. C. Contractor Requirements: 1. Provide services of an independent laboratory to perform the following: a. Make and test additional cylinders to determine time for form removal. b. Make and test additional cylinders to determine termination of curing procedures. c. Make and test additional cylinders to determine termination of cold weather practices. d. Provide measuring devices and equipment if the maturity method is used to determine termination of curing procedures. 2. Provide the services of a qualified technical representative to instruct the concrete supplier in proper batching and mixing of fiber reinforced concrete. END OF SECTION 03300 No. 062043 03300-11 Cast-in-Place Concrete SECTION 03600 GROUT PART 1: GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these Specifications apply to the Work of this Section. 1.02 SUMMARY A. Work includes: Furnishing and placing of grout for steel base plates, grout bedding for equipment, grout for anchor bolt settings, grout for concrete surface repair, and all other grout not specified elsewhere. B. Related work specified in other sections: 1. Structural Testing and Special Inspection - Section 01410 2. Cast-in-place concrete - Section 03300. 1.03 REFERENCE STANDARDS A. The following specifications and standards are incorporated by reference. Materials and operations shall comply with requirements of latest issue of published reference. Where provisions of these Project Specifications are at variance with those reference specifications, the maximum criteria or requirements shall govern. 1. ASTM C94-03, "Ready-Mixed Concrete". 2. ASTM C1107-02, "Packaged, Dry, Hydraulic-Cement Grout (Non-Shrink)". 1.04 QUALITY ASSURANCE A. Work shall comply with the referenced standards and codes. 1.05 SUBMITTALS A. Make submittals in accordance with Section 01300. B. Submit manufacturer's technical data sheets demonstrating compliance with the specifications. C. Submit copies of recent independent laboratory tests certifying technical compliance. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING A. Grout may be job mixed or ready mixed. If job mixed, mix in a power operated machine until there is uniform distribution of materials and mixture is uniform in composition and consistency. Completely discharge each batch before mixture is recharged. B. Mix and deliver "ready-mixed" grout in accordance with ASTM C94. Place grout within one (1) hour of time mix is placed in truck. C. Do not retemper grout or add water to increase slump after concrete is first mixed. No. 062043 03600-1 Grout D. Convey grout from mixer to place of final deposit by meaDS which will prevent segregation or loss of material. Do not let grout fall freely more than four (4) feet. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Quality of manufacturers: The products named herein are specified to establish standards of quality and performance. The manufacturers approved for grout are U. S. Grout Corporation, Master Builders, Sonneborn, Euclid Chemical Company, W. R. Meadows, and L & M Construction Chemicals. 2.02 MATERIALS A. Equipment, Anchor Bolt and Base Plate Grouting: Non-metallic, non-staining, non-shrink cernetitious grout, ASTM CI107, Grade B. Conformance shall occur within a temperature range of 450 F. to 900 F, with a fluid consistency, and with a 30 minute working time. Compressive strength shall be a minimum of 5000 p.s.i. at 28 days and a I day strength of 3000 p.s.i. B. Surface Repairs: For repair of concrete surfaces use a factory proportioned, polymer modified, Portland cement repair mortar formulated for the repair type, location, and thickness. Aggregate used to extend the repair material shall be as recommended by the manufacturer. Acceptable products include: "Sonocrete Sonopatch" by Sonneborn, "Sikatop" by Sika Corporation, "10-61" by Tho-Roc, and "Emaco R-Series" by Master Builders. PART 3: EXECUTION 3.01 INSTALLATION A. Equipment and Base Plate Grouting: Proportion grout in accordance with the manufacturer's recommendations. Remove all loose or foreign materials which would prevent bond between the grout and mating surfaces. Clean and thoroughly moisten surfaces prior to starting Work. Completely fill all recesses and assure grout material is in complete contact with all steel and concrete surfaces. B. Anchor Bolt Grouting: Drill or cast in the concrete holes at locations shown on the plans or shop drawings. Make size of holes at least 1/2" larger than the bolt or dowel to be grouted. Clean and wet holes. Remove all loose water from the holes, fill about two-thirds full with grout; rod thoroughly to remove any entrapped air; insert the bolt or dowel and secure in place by use of templates. C. Surface Repairs to Concrete: Chip out concrete area requiring repairs to sound concrete. Clean reinforcing if exposed. Cut or saw edges to give a minimum of 1/2" surface perpendicular to the surface to be repaired. Prepare surfaces and place repair mortar in accordance with the manufacturer's recommendations. See Concrete Specification 03300 for curing requirements. END OF SECTION 03600 No. 062043 03600-2 Grout t~ SECTION 06101 ROUGH CARPENTRY PART 1 - GENERAL 1.01 APPLICABLE DOCUMENTS A Bidding Requirements, Conditions of the Contract and pertinent Sections in Division One apply to the work of this Section. 1.02 SUMMARY A. Section Includes: 1. Work to be done under this section includes all labor, materials, equipment, and related services necessary to furnish and install all rough carpentry indicated on the drawings or specified herein. B. Related Sections: 1. Section 01400 - Quality Assurance/Quality Control 1.03 REFERENCES A. American Institute of Timber Construction (AITC), "Timber Construction Manual", 3rd Edition B. American Forest Products Association "Manual for House Framing" C. International Building Code (IDC), 2000 Edition 1.04 DEFINITIONS A. Joists: Members 2" to 4" thick, 5" and wider. 1.05 SUBMITTALS A. Make submittals in accordance with Section 01300. B. Product data for the following products: 1. Metal framing connectors 2. Powe:r-driven fasteners 1.06 QUALITY ASSURANCE A. Work shaH conform to the following: 1. American Institute of Timber Construction (AITC), "Timber Construction Manual", 3rd Edition 2. American Forest Products Association (AFP A), "Manual for House Framing" 3. International Building Code (IDC), 2000 Edition No. 062043 06101-1 Rough Carpentry 1.07 DELIVERY, STORAGE, AND HANDLING A. Protect all material from damage due to moisture, weather, and construction work. B. Store materials in dry, well-ventilated areas free of extremely high or low temperatures and humidities, and extreme variations in temperature and humidity. C. Store material in such a manner that material is held straight, supported not over 4' o.c., and held at least 1-1/2" above grade or concrete. PART 2 - PRODUCTS 2.01 LUMBER A. Visually graded framing and blocking: 1. Moisture content not to exceed 19 percent at time of installation. 2. Joists: No.2 or better, S4S, HEM-FIR. 2.02 ROUGH HARDWARE A. Furnish all rough hardware required, including nails, screws, lag screws, and similar items. B. Furnish rough hardware of proper size and type for manufacturer's intended use and for materials to be fastened. 2.03 METAL FRAMING CONNECTORS A. Hangers as specified. Simpson products are shown on drawings. Products used shall have a capacity equal to those specified. B. Acceptable manufacturers are the following or an approved equal: 1. Simpson Strong-Tie 2. USP. 3. Cleveland 2.04 SOURCE QUALITY CONTROL A. Provide dimension lumber with each piece factory marked with grade stamp of an inspection agency approved by the Board of Review of the American Lumber Standards Committee identifying grade, species, and moisture content at time of surfacing. PART 3 - EXECUTION 3.01 ERECTION, INSTALLATION, AND APPLICATION A. Set all carpentry work accurately to required levels and lines with members plumb, true, and accurately cut and furred. B. Comply with all installation instructions as recommended by the manufacturer for the installing of their product. Install all fasteners in metal framing connectors. No. 062043 06101-2 Rough Carpentry - .----.-.-'---... , 3.03 CLEANING A. After erection and attachment oflumber, remove clay, mud, or other foreign materials from all members. B. Remove debris from site at regular intervals. END OF SECTION 06101 No. 062043 06101-3 Rough Carpentry SECTION 07531 FULLY ADHERED ELASTOMERIC SHEET ROOFING PART 1: GENJi;RAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of sections in Division One of these Specifications apply to the Work of this Section. 1.02 SUMMARY A. Section includes: 1. Cutting and patching of existing roof for installation of new curbs and penetrations. 2. Fully adhered surfaced EPDM elastic sheet roofmg system. 3. Vapor barrier, roof insulation, elastomeric flashing, adhesive, splicing cement, lap sealant and all accessories and labor necessary for a complete, weathertight installation. 4. Removal of existing insulation down to existing deck. B. Related work specified in other sections: 1. Wood nailers, curbs and blocking - Section 06100. 2. Sheet metal flashing - Section 07600. 1.03 QUALITY ASSURANCE A. Installer: Currently approved, in writing, by manufacturer of system prior to awarding of roofmg contract. B. Existing roof is Carlisle roof installed in 2001 with existing warranty. Installer must be a certified Carlisle roof installer. 1.04 PRE-ROOFING CONFERENCE A. Hold roofing pre-construction conference at project site not more than one week prior to beginning roofmg. B. Attendance: is mandatory for roofing contractor, roofing foreman, roofmg manufacturer's representative, Architect's representative, Owner's representative, sheet metal subcontractor, and anyone else responsible for items penetrating or in contaGt with the roof. C. Agenda: 1. Review in detail Architect's specifications, roof plans and all roof and flashing details. 2. If a manufacturer's specification is used, review and resolve all deviations or differences from Architect's specifications. 3. If Faetory Mutual or Underwriters Laboratories requirements are part of specification, review and understand these requirements, and resolve all conflicts between the FM or UL specifications and Architect's1manufacturer's specifications. No. 062043 07531-1 Fully Adhered Elastomeric Sheet Roofing 4. Review roof plans; for slope, deck type, drainage, membrane attachment, expansion joints flashing and details. Resolve all conflicts between what is considered good roofing practice and specifications. 5. Review proposed roofing system and recommended work practices for its installation. 6. Designate which areas on site will be available for use as storage and working areas. 7. Review procedure to be followed to provide proper protection of roof system during and after construction of roof. 8. On occupied structures, review means and methods to be utilized to maintain structure weathertight during reroofing. 1.05 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300, indicating roof size, location and type of penetrations, perimeter and penetration details, roof insulation make-up and layout. B. Samples: Submit insulation manufacturer's written acceptance. C. Warranty: Submit two copies of manufacturer's warranty for EPDM elastomeric sheet roofmg. D. Deviation to Details: If deviations or modifications to indicated details are desired, submit proposed detail changes for approval by Architect. 1.06 PRODUCT HANDLING, STORAGE AND DELIVERY A. Deliver elastic sheet roofing material, insulation in manufacturer's protective containers, and comply with manufacturer's instructions for storage and handling. B. Deliver materials requiring fire resistance classification and/or flame spread rating with labels intact. C. Handle rolled goods to prevent damage. D. Store all materials on clean raised platforms with weather protective covering. E. Remove wet materials from site. F. Protect materials from storage traffic. G. Do not store concentrated loads on roof deck. H. Conform to material supplier's recommendations. 1.07 JOB CONDITIONS A. Examine substrate and conditions under which elastic sheet roofmg work is to be performed. Do not proceed with work until all unsatisfactory conditions have been corrected. B. Proceed with installation of elastic sheet roofmg only after substrate construction has been completed, and after penetrating components have been installed, so that membrane will not be penetrated or damaged. by subsequent work. No. 062043 07531-2 Fully Adhered Elastomeric Sheet Roofing c. Weather conditions: Proceed with elastic sheet roofing work only when weather conditions comply with manufacturer's recommendations, and will permit materials to be applied and cured in accordance with those recommendations. Do not exceed temperature limitations recommended by roofing materials manufacturer. 1.08 WARRANTY A. Manufacturer's warranty includes materials and workmanship to maintain roof in watertight condition. B. Provide single source, single responsibility warranty including membrane, insulation, bituminous flashing, walkways, and expansion joint covers. C. Provide 15 year No Dollar Limit total roofing system Warranty, from manufacturer; warranty to run from date of substantial completion. D. Submit in accordance to Section 01730. 1.09 SITE CONDITIONS A. Building space directly under roof area covered by this specification will be utilized by on-going operations. I. Do not interrupt Owner operations. B. Access to roof from exterior only. PART 2: PRODUCTS 2.01 INSULATION A. Base Insulation: Polyisocyanurate with conditioned R-value of 6.0 per inch. Manufacturer as acceptable to roof manufactmer to maintain warranty. B. Tapered Insulation I. Polyisocyanurate or 1.5 PCF expanded polystyrene ASTM C578 Type II. Manufacturer as acceptable to roof manufacturer to maintain warranty. Provide protection board as required by roofmg manufacturer. Provide gypsum thermal barrier if required by manufacturer to meet FM or UL requirements. C. Protection Board: W' high-density wood fiberboard with non-asphaltic binders. D. Receive roofing material manufacturer's written approval of proposed insulation materials. 2.02 ELASTOMERlC SHEET ROOFING SYSTEM A. Type and manufacturer: Fully adhered system by Carlisle Syn Tec Systems. B. Sheet membrane (exposed): .060 inch thick Sure-Seal black EPDM. C. Sheet membrane (concealed beneath metal roofing): Sure-Seal 0.045" thick EPDM, black surface, with talc coating. D. Reinforced Termination Strip: 6" EPDM reinforced termination strip with tape (RTS). E. Bonding adhesive, splicing cement, lap sealant, water cut-off mastic, prefabricated pipe seals, nite seal and pourable sealer: As recommended by sheet roofmg manufacturer. F. Nailer strip: Carlisle Sure Seal R.F.S. #3 solid rubber nailer, with manufacturer's recommended fasteners. No. 062043 07531-3 Fully Adhered Elastomeric Sheet Roofing G. Vapor barrier: 6-milpoly. I. Roofing system to carry a Class B fire rating. 2.03 MISCELLANEOUS A. Insulation Mechanical Fasteners: Corrosion-resistant type for securement to wood deck as recommended by the roof membrane manufacturer. PART 3: EXECUTION 3.01 SUBSTRATE PREPARATION A. Comply with sheet membrane manufacturer's instructions for preparation of substrate to receive elastomeric sheet roofmg. Clean substrate of dust, debris and other substances detrimental to elastic sheet roofmg work. B. Do not begin the Work of this Section until all existing conditions have been accepted. Report unsatisfactory conditions to Contractor, Architect in writing. C. Verify proper placement of roof drainage systems, back-up overflow systems in relationship to fmished roof elevations; this includes: 1. Proper placement of sump pans. Pans shall be dead level, extended to low points of roof and recessed properly for proper roof drain placement. D. Install vapor barrier over structural deck. Lap joints 6" minimum Secure lap joints with adhesive or polyethylene tape. 3.02 ROOF INSULATION A. Install roof insulation in two layers in accordance with roofmg manufacturer's standard specifications, using manufacturer's recommended fasteners. Offset insulation joints between layers. B. Loosely lay each layer of roof insulation with end joints staggered. Insulation joints shall be 1/4" or less in width. Neatly cut and fit insulation around roof penetrations and projections. Install only dry insulation and only as much insulation as can be covered same day with membrane. C. Provide saddles between drains and crickets, as needed, to insure no ponded water. D. Mechanically fasten insulation to wood deck with minimum one fastener for every two square feet of insulation. Assure minimum II2-inch penetration of deck by fastener. 3.03 ELASTOMERlC SHEET ROOFING A. Install elastomeric sheet roofmg and flashing in accordance with manufacturer's printed instructions. B. Loosely lay sheet membrane over roof insulation and allow the membrane to relax before fastening or splicing. Apply bonding adhesive to both sheet membrane and substrate, allowing to dry until tacky. Roll membrane into the substrate, avoiding wrinkles, then brush to achieve maximum contact. Protect white surface from contact with adhesive. C. Apply adjoining sheets by lapping the edges 3" and splicing. Mechanically fasten the membrane and around penetrations using continuous nailer strip and recommended fasteners. No. 062043 07531-4 Fully Adhered Elastomeric Sheet Roofing D. Complete splice between flashing and sheet roofmg before bonding the flashing to vertical surface. Adhesively apply flashing and nail at top of flashing. Flash all penetrations passing through the sheet membrane. E. Where elastomeric flashing laps under flexible wall flashing, insure proper lap and seal watertight with manufacturer's recommended adhesive. F. Secure and seal flashing at roof edge, cants, roof drains, scuppers and roof penetrations as shown on Drawings or as recommended by manufacturer. 3.04 CLEANUP A. Remove handprints, footprints and general soil from membrane using detergent and water. Rinse thoroughly. B. Remove bonding adhesive or splicing cement residue as recommended by the manufacturer. C. Leave roof areas and site clean of debris and trash. END OF SECTION 07531 No. 062043 07531-5 Fully Adhered Elastomeric Sheet Roofing SECTION 07600 SHEET METAL COPING AND FLASHING PART 1: GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these Specifications apply to the Work of this Section as fully as though repeated herein. 1.02 SUMMARY A. Section includes: 1. Sheet metal flashing and counterflashing shown on Drawings. B. Related work specified elsewhere: 1. Wood blocking, nailers - Section 06101. 2. Division 7, Section "Roofmg". 3. Sheet metal for mechanical work - Division 15. 1.03 QUALITY ASSURANCE A. Referenced Standards: Recommended practices as set forth by the Sheet Metal and Air Conditioning Contractors Association, Inc. (SMACNA) in the "Architectural Sheet Metal Manual" are by reference made a part of this work. B. Perform Work in a manner that will maintain warranties on associated work specified in other sections. 1.04 SUBMITTALS A. Shop Drawings: Submitted in accordance with Section 01300 showing profiles, joint treatment, fastening methods, thickness and fmish of materials. B. Samples: Submitted in accordance with Section 01300 indicating colors. PART 2: PRODUCTS 2.01 GENERAL A. Provide all accessories, other items essential to completeness of installation, though not indicated, specified. All such items, unless otherwise indicated, specified: Of same kind of material as item to which applied. Nails, screws, bolts: Of types best suited for purpose intended, of composition that is compatible with metal to which it will contact. B. Type, locations of various kinds, gauges, thickness, fmish of Sheet Metal to be used is specified hereinafter, however, where sheet metal is indicated and kind, type of metal is not defmitely specified, noted, provide 24 ga. prefmished galvanized steel. No. 062043 07600-1 Sheet Metal Coping and Flashing 2.02 MATERIALS A. Sheet Metal (Exposed) 1. Materials manufactured by Copper Sales are specified. Peterson Aluminum Corporation, Foremost Manufacturing, Vincent Brass and Aluminum and Berridge Manufacturing Company are acceptable, subject to approval of color and warranty. 2. Minimum 24 ga. G-90 galvanized steel prefinished with Kynar 500 or Hylar 5000 fluorocarbon coating. 3. Colors: See Material Finish/Color Schedule, Section 1-4 Details of Construction. 4. Provide 20 year warranty covering color fade, chalking and film integrity. (Submit per Section 01730) 5. Provide factory applied protective film. Do not remove until after fabrication and installation is complete. B. Elastomeric Sealant: Generic type recommended by manufacturer of metal and other components being sealed. 2.03 FABRICATION A. Accurately form work with brakes straight, true and sharp. Make plain surfaces free from waves and buckles. Match profiles exactly at connections. Bead or return exposed edges for strength and appearance. Provide ribs, cleats and reinforcement necessary to make the sections rigid and substantial. Allow for expansion and contraction. B. Overlap seams in the direction of flow. Finished width of lock seams and soldered lap seams: Not less than 1". Finished width of unsoldered lap seams: Not less than 3". C. Locate joints of sheet metal work exposed to view with respect to column centers, mullions, control joints or other architectural features as indicated on the Drawings or as directed by the Architect. Use concealed cover plates. Where appearance is not a factor, sheet metal work may be fabricated in 8 or 10-foot lengths. D. Generally, joints shall be single locked and soldered or double locked and sealed. Field joints shall be designed to permit expansion. Shop form comer pieces. Internal comers shall be lapped, riveted and sealed. External comers shall be lapped, riveted and sealed where exposed to view and locked and soldered where appearance is not a factor. Locate field joints not less than 12" nor more than 3 feet from actual comer. E. Fabricate sheet metal to be installed using concealed clips or other concealed fasteners where possible. Form joints and hem edges to conceal uncoated edges of metal. Handle prefmished sheet metal with care to prevent scratching or damaging surface. PART3: EXECUTION 3.01 WORKMANSHIP A. Examine surfaces to be covered by sheet metal. Report any improper defective surfaces to Contractor, Architect in writing. Beginning of Sheet Metal Work over surfaces: Presumed as acceptance of surfaces as satisfactory by Sheet Metal Sub-contractor. B. Verify field dimensions prior to fabrication. C. Junctures where sheet metal abuts into adjacent dissimilar materials: Executed in manner that will prevent electrolysis between the two materials. D. Insure that all work is precisely done, true to line, and free from over bending, burning, deforming, stretching, distortion, waves and buckles. No. 062043 07600-2 Sheet Metal Coping and Flashing E. Seal under and around all fasteners which penetrate elastomeric roofing or flashing. 3.02 REPAIR A. Repair or replace all damaged or defective work. 3.03 CLEANING A. Clean exposed sheet metal of roofing materials, mortar, hand marks, other foreign materials. B. Remove protective covering from sheet metal. C. Touch up minor scratches in fmish with matching paint, compatible with specified finish. END OF SECTION 07600 No. 062043 07600-3 Sheet Metal Coping and Flashing ',r t SECTION 07900 SEALANTS AND CAULKING PART 1: GEN}t~RAL 1.01 APPLICABLE DOCUMENTS A. Bidding Re:quirements, Conditions of the Contract and pertinent portions of Sections in Division One of these Specifications apply to the Work of this Section. 1.02 SUMMARY A. Section includes: All caulking, sealants, and related accessories for: 1. Interior and exterior joints in masonry. 2. Joints in slabs and at edges where painted, exposed or sealed concrete is shown on Drawings. 3. Miscellaneous joints where "sealant" or "caulk" is indicated on Drawings. 4. Joints around mechanical, electrical, and architectural penetrations of exterior wall surface. B. Related work specified in other sections: 1. Sealant for sheet metal joints - Section 07600. 2. Sealing at plumbing fixtures and mechanical penetrations through rated walls - Division 15. 3. SealirLg of electrical penetrations through rated walls - Division 16. 1.03 SUBMITTALS A. Color Samples: Submit actual samples of color range of material for Architect's selection, or samples of custom color matches for Architect's acceptance. B. Manufacturer's Recommendation: Submit technical data including performance requirements, recommendations and application instructions to the Architect for approval of materials used. PART2: PRODUCTS 2.01 SEALANT, ACCESSORIES A. Sealant: Two-part polyurethane, Tremco Dymeric, Pecora Dynatrol II. Sonneborn "Sonolastic NF2" and SIKA SIKAFLEX 2-C are acceptable. Colors: As selected from manufacturer standard colors. B. Horizontal Joint Sealant (Exposed to vehicular or foot traffic): Two-part self-leveling polyurethane, similar to Tremco THC/900, Pecora NR-200 Urethane or Sonneborn "Sonolastic SL2" and SIKA SIKAFLEX 2-CSL. C. Expansion Joint Gasket, for joints larger than 3/4": Evazote 50 E.S.P. by E-Poxy Industries, Inc. with manufacturer's recommended primer and adhesive. D. Primer: When required, as recommended by the Sealant Manufacturer. No. 062043 07900-1 Sealants and Caulking E. Caulking Back-up: Round bars of Ethafoam, Polycel, compatible with sealant. PART 3: EXECUTION 3.01 PREPARATION A. Inspect joints for compliance with requirements for joint configuration, installation tolerance, and other conditions affecting joint sealant performance. Correct unsatisfactory conditions before proceeding. B. Clean out joints immediately before installing joint sealants, in accordance with joint sealant manufacturer's recommendations and the following requirements: 1. Remove from joint substrates foreign material which could interfere with adhesion of joint sealant, including paints other than permanent protective coating tested and approved for sealant adhesion and compatibility by sealant manufacturer, oil, grease, waterproofmg, water repellants, water dirt, and frost. 2. Clean porous joint substrates using approved methods such as brushing, grinding, blast cleaning, mechanical abrading, and acid washing as appropriate, or a combination of these methods, to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from cleaning operations by vacuuming or blowing out joints with oil-free compressed air. 3. Remove laitance and form-release agents from concrete. 4. Clean metal and other nonporous substrates by using chemical cleaners or other means that neither are harmful to substrates nor leave residues capable of interfering with adhesion of joint sealants. C. Joint Priming: Prime joint substrates where indicated or where recommended by joint sealant manufacturer. Apply primer to comply with joint sealant manufacturer's recommendations. Confme primers to area of joint sealer bond; do not allow spillage or migration onto adjoining surfaces. D. Masking Tape: Use masking tape where required to prevent contamination of adjacent surfaces; remove tape immediately after tooling without disturbing seal. 3.02 INSTALLATION A. Comply with joint sealant manufacturer's printed installation instructions. B. Installation of Sealant Backings: 1. Install joint filler to provide support of sealant during application and at position required to produce the cross-sectional shape and depth of installed sealant relative to joint width that allows optimum sealant movement capability. a. Do not leave gaps between ends of joint fillers. b. Do not stretch, twist, puncture, or tear joint fillers. c. Remove fillers which have become wet prior to sealant application and replace with dry materials. C. Installation of Sealant: 1. Install sealants by proven techniques that result in direct contact with and full wetting of joint substrates by joint sealant, completely filling recesses provided and providing uniform cross-sectional shapes and depths relative to joint widths. No. 062043 07900-2 Sealants and Caulking ~ .. 2. Immediately after sealant application and prior to the skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealant from surfaces adjacent to joint. Do not use tooling agents which discolor sealants or adjacent surfaces or which are not approved by sealant manufacturer. 3.03 PROTECTION AND CLEANING A. Protect joint sealers, during and after curing, from contamination or damage. Cut out and remove damaged or deteriorated sealers and replace with new materials. B. Clean excess sealants or sealant smears adjacent to joints as work progresses. END OF SECTION 07900 No. 062043 07900-3 Sealants and Caulking SECTION 09250 GYPSUM BOARD PART 1: GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these Specifications, apply to the Work ofthis Section. 1.02 SUMMARY A. Section includes: 1. Non load bearing metal stud framing for lath and plaster and drywall. 2. Gypsum wallboard and joint system. 1.03 QUALITY ASSURANCE A. Referenced Specifications: "Using Gypsum Board for Walls and Ceilings" as published by The Gypsum Association (GA-201-77). 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery and Handling 1. Deliver materials to the project site with manufacturer's labels intact and legible. 2. Handle materials with care to prevent damage. 3. Deliver fire-rated materials bearing testing agency label and required fire classification numbers. B. Storage 1. Store materials inside under cover, stack flat, off floor. 2. Stack wallboard so that long lengths are not over short lengths. 3 . Avoid overloading floor system 4. Store adhesives in dry area; provide protection against freezing at all times. 1.05 JOB CONDITIONS A. Environmental Conditions I. Temperature: During cold weather, in areas receiving wallboard installation, maintain temperature range between 5500 F to 700 F for 24 hours before, during and 24 hours after gypsum board and joint treatment application. No. 062043 09250-1 Gypsum Board 2. Ventilation a Provide ventilation during and following adhesives and joint treatment applications. b Use temporary air circulators in enclosed areas lacking natural ventilation. c Under slow drying conditions, allow additional drying time between coats of joint treatment. d Protect installed materials from drafts during hot, dry weather. B. Protect adjacent surfaces against damage and stains. 1.06 JOB COORDINATION A. Coordinate Work with installation of metal framing and electrical work. B. Coordinate framing and blocking for wall mounted accessories with Section 06100. PART2: PRODUCTS 2.01 MANUFACTURERS A. All Materials: Materials by United States Gypsum Company are specified. Similar material systems by National Gypsum Gold Bond, Georgia Pacific and Genstar are acceptable. Use materials from one manufacturer. 2.02 MATERIALS A. Gypsum Board: ASTM C36, long edges tapered; in lengths as long as practical to keep number of end joints to absolute minimum. 1. Regular Gypsum Wallboard: Thickness shown on Drawings, tapered edges. Use where gypsum wallboard is indicated. B. Accessories 1. Metal Trim: USG No. 200 A or B. Use at edges of wallboard abutting other finish surfaces, materials. 2. Control Joints: USG No. 093. 3. Drywall Screws for Wood Framing: 1-1/4" Type W bugle head. 4. Drywall Screws for Metal Framing: 1" Type S-12 or Type S bugle head. 5. Outside Comer Reinforcement: USG No. (101-1" xI"), (103-1-1/2" x 1-1/2"), (104-1 1/8" x I 1/8") comer beads. 6. Adhesives: USG Durabond 500; for laminating gypsum wallboard to gypsum backing board, for laminating gypsum wallboard to masonry backing. C. Metal Studs, Track 1. Use 25 gauge for partitions up to 12"-0" high. Use 20 gauge for partitions over 12'-0" high, and where shown on Drawings. 2. Use double 20 gauge studs at each door and borrowed light jamb, head. No. 062043 09250-2 Gypsum Board PART3: EXECUTION 3.01 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver matl~rials in their original unopened packages. 3.02 GENERAL A. Cut wallboards by scoring and breaking, or sawing, scribe neatly at projections surfaces. B. Apply first to ceiling then to walls. C. Locate waUboardjoints at openings so that no end joint aligns with edge of opening. D. Fasteners: Set with heads slightly below surface of wallboard. Take care to avoid breaking of face paper. E. Follow Gypsum Association's recommendations for installation procedures, fastening pattems. 3.03 METAL STUDS A. Attach metal runners at floor, ceiling to structural elements with suitable fasteners located 2" from each end, spaced 24" O.c. B. Position studs vertically, engaging floor, ceiling runners, spaced 16 inches o.c. when necessary, splice studs with 8" nested lap, one positive attachment per stud flange. Place studs in direct contact with all doorframe jambs, abutting partitions, partition comers, existing construction elements. C. Anchor studs adjacent to door frames, partition intersection, comers, to ceiling, floor runner flanges with USG metal lock fastener tool. Securely anchor studs to jamb head anchor clips at metal doorframes by bolt or screw attachment. Over metal frames, place horizontally a cut-to-length section of runner with web-flange bent at each end; secure with one positive: attachment per flange. Position a cut-to-length stud (extending to ceiling runner) at vertical board joints over doorframe header. 3.04 CONTROL JOINTS A. At Ceilings: 50'-0" o.c. each way maximum, or where shown on Drawings. B. At Walls: 30'-0" o.c. maximum, or where shown on Drawings. 3.05 GYPSUM WALLBOARD ERECTION A. Position all ends, edges over nailing members, except when edge joints are at right angles to framing members, or when end joints are back-blocked. Apply wallboard vertically on walls. B. Attach wallboard to metal framing supports by power driven screws. For vertical application space screws 12" o.c. in field of board, 8" o.c. staggered along vertical abutting edges. For horizontal application space screws 12" o.c. in field, along abutting end joints. 3.06 JOINT TREATMENT APPLICA nON A. Mix joint compound in accordance with manufacturer's recommendations. No. 062043 09250-3 Gypsum Board B. Apply compound in thin uniform layer to all joints, angles to be reinforced. Apply reinforcing tape centered over joint, seated into compound. Follow inunediately with thin skim coat to embed tape. Fold, embed tape in interior angles to provide true angle. C. When embedding coat is thoroughly dry, apply second coat of compound, filling board taper flush with surface; cover tape, feather out slightly beyond tape. On joints with no taper, cover tape, feather out at least 4" on either side of tape. No second coat is required on interior angles. D. When second coat is thoroughly dry, spread finish coat evenly over, extend slightly beyond second coat; feather to smooth, uniform finish. Over tapered edges, do not allow finish coat to protrude beyond plane of surface. Apply finish coat to cover tape, taping compound at taped angles to provide true angle. When necessary, sand between coats and following final coat to provide smooth surface ready for decoration. 3.07 FINISHING FASTENERS A. Apply compound to fastener depressions at first coat. Follow with minimum of two additional coats; leaving depressions level with plane of surface. 3.08 FINISHING BEAD AND TRIM A. Apply first coat to beads, trim; properly feather out from ground to plane of surface. Embed flanges of comer reinforcement with compound. B. When embedding coat is thoroughly dry, apply second coat in same manner as first coat, extending compound slightly beyond into face of board. C. When second coat is thoroughly dry apply finish coat to bead, trim, extending compound slightly beyond second coat, properly feathering from ground to plane of surface. Sand finish coat as necessary to provide flat smooth surface, ready for decoration. 3.09 ADJUST AND CLEAN A. Screw Pop 1. Repair nail pop by driving new screw approximately 1-1/2 inches away and reseat screw. 2. When face paper is punctured drive new screw approximately 1-1/2 inches from defective fastening and remove defective fastening. 3. Fill damaged surface with compound. B. Ridging 1. Sand ridges to reinforcing tape without cutting through tape. 2. Fill concave areas on both sides of ridge with topping compound. 3. After fill is dry, blend in topping compound over repaired area. C. Fill cracks with compound and finish smooth and flush. END OF SECTION 09250 No. 062043 09250-4 Gypsum Board ",... SECTION 09510 ACOUSTICAL CEILINGS PART 1: GENERAL 1.01 APPLICAULE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these Specifications apply to the Work ofthis Section. 1.02 SUMMARY A. Section includes: 1. Lay-in vinyl gypsum ceilings. B. Related wor.k specified in other sections: 1. Mech,mical penetration of ceilings - Division 15. 2. Electrical penetration of ceilings - Division 16. 1.03 SUBMITTALS A. Submit Shop Drawings indicating installation layouts in accordance with Section 01300. B. Submit samples of all acoustical and suspension materials to Architect for approval. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver materials in original, unopened, protective packaging, with manufacturer's labels indicating brand name, pattern, size, thickness and fIre rating as applicable, legible and intact. B. Store matellals in original protective packaging to prevent soiling, physical damage or wetting. C. Store cartons open at each end to stabilize moisture content and temperature. D. Do not begin installation until sufficient materials to complete a room are received. 1.05 ENVIRONMENTAL REQlliREMENTS A. Complete installation of dampening materials before beginning work. B. Maintain humidity of 65% - 75% in area where acoustical materials are to be installed, 25 hours before, during, and after installation. C. Maintain a uniform temperature in the range of 55 F. to 70 F. prior to, during, and after installation of materials. No. 062043 09510-1 Acoustical Ceilings PART 2: PRODUCTS 2.01 ACOUSTICAL MATERIALS A. Products by Armstrong and USG are specified. Equivalent products by either manufacturer must be approved by Architect prior to bidding. B. Type 1: 24" x 48" x W' lay-in 2 mil vinyl white gypsum ceiling panels USG #3270, National Gypsum Gridstone #GB5045. C. Furnish extra materials 4 panels of each type of panel supplied. Provide materials in new, unopened cartons labeled as to contents. 2.02 SUSPENSION SYSTEMS A. Systems specified are by Chicago Metallic. Equivalent systems by USG or Armstrong are acceptable. B. Systems for use in kitchens, kitchen serving areas, toilets and locker rooms to be 1830 intermediate duty hot dipped galvanized capped with white aluminum capping. C. Perimeter treatment components for all systems to be 0.020 inch thick hot dipped galvanized steel, 15116" wide x =y.." high. Edges to be hemmed. Finished identical to main runners and cross tees. Where perimeter components meet kitchen hood or ductwork, fasteners cannot penetrate hood or ductwork. PART 3: EXECUTION 3.01 CONDITION OF SURFACES A. Examine surfaces scheduled to receive suspended or directly attached acoustical units for unevenness, irregularities, and dampness that would affect quality and execution of work. B. Mark access provisions as to size and location before beginning installation. 3.02 REQUIREMENTS FOR ALL MECHANICAL SUSPENSION SYSTEMS A. Grid layout in each space, area located symmetrically in room, space. Coordinate work with other trades so that lighting fixtures, grilles, other ceiling fixtures work to grid layout. B. Do not use universal splices or other types whose use would obstruct passage of recessed lighting fixtures through grid openings, or make untenable their reposition upon flanges of beams. C. Support suspension system from structure above, not from ductwork, equipment or piping. D. Space hangers not more than 6" from ends, not more than 4'_0" o.c. Between ends of main runners, provide extra hangers as required to support other work resting in or on ceiling. E. Provide additional tee supports, hangers and cut tiles to support and fit to all sides of light fixtures, linear diffusers and other ceiling penetrations. Coordinate with mechanical and electrical drawings. 3.03 ACOUSTICAL MATERIALS A. Install ceiling panels and tiles using clean gloves, to avoid soiling materials. B. Install lay-in panels snugly against support system without damaging panels. C. Field rabbit edges of panels where field-cut to match shadow-line profile. No. 062043 09510-2 Acoustical Ceilings ~'" D. Adjust any sags or twists which develop in the ceiling systems and replace any part which is damaged or faulty. E. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings and suspension members; comply with manufacturer's instructions for cleaning and touch up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. F. Replace any sagging tile just prior to substantial completion. END OF SECTION 09510 No. 062043 09510-3 Acoustical Ceilings SECTION 09650 RESILIENT FLOORING PART 1: GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding R<:quirements, Conditions of the Contract and pertinent portions of Sections in Division One of these Specifications apply to the Work of this Section. 1.02 SUMMARY A. Section includes: 1. Vinyl composition tile. 2. Removal of concrete curing compound. B. Related work specified in other sections: 1. Concrete Substrates - Section 03300 1.03 SUBMITTALS A. Submit full line of color samples for materials to be furnished for Architect's review and selection. B. Provide manufacturer's recommended maintenance data and instructions prior to completion of work. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver materials to project site in manufacturer's original, unopened containers with labels indicating brand names, colors and patterns, and quality designations legible and intact. B. Do not open containers or remove markings until materials are inspected and accepted. C. Store and protect accepted materials in accordance with manufacturer's directions and recommendations. D. Unless otherwise directed, store materials in original containers at not less than 700 F. for not less than 24 hours immediately before installation. 1.05 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature in space to receive tile between 700 F. and 900 F. for not less than 24 hours before and 48 hours after installation. B. Maintain minimum temperature of550 F. thereafter. No. 062043 09650-1 Resilient Flooring PART 2: PRODUCTS 2.01 VINYL COMPOSITION TILE A. Manufacturer: Products specified are by Tarkett. Equivalent products by Armstrong and Mannington are acceptable. B. Tile: 12" x 12" x lI8". C. Colorffexture: See Material Finish/Color Schedule, Sections 1-4 of Details of Construction. 2.02 ACCESSORIES A. Adhesives, Other Application Material: As recommended specifically by flooring manufacturer. B. Patching, Leveling, Underlayment: Mastic Latex type equivalent to Armstrong latex underlayment S-180. C. Finish products for vcr as manufactured by Johnson Wax. Cleaner: Forward; Sealer: Technique; Wax: Vectra. 2.03 EXTRA STOCK A. Furnish 5% of each type/color of flooring, trim used in this project to Owner as maintenance stock. PART 3: EXECUTION 3.01 PREPARATION A. Surfaces to receive resilient fmishes: Dry, clean, smooth. Fill defects or grind smooth as required. Sand subfloors to remove mortar, paint, other surface irregularities. B. Buff out the concrete curing compound with a scouring pad on a buffer or other recommended procedure prior to installing adhesives for flooring. C. Correct adverse conditions of any type before starting any flooring installation. D. Where filling, patching, leveling is required of thickness exceeding 1/8" apply latex type underlayment in two or more applications. Apply compound in accordance with Manufacturer's printed instructions. 3.02 VINYL COMPOSITION TILE A. Install tile only after fmishing operation has been completed and permanent heating system is in operation. Moisture content of concrete slabs, building air temperature and relative humidity must be within limits recommended" by tile manufacturer. B. Place tile units with adhesive cement in strict compliance with the manufacturer's recommendations. Butt tile units tightly to vertical surfaces, thresholds, nosings and edgings. Scribe as necessary around obstructions and to produce neat points, laid tight, even and in straight, parallel lines. Extend tile units into toe spaces, door reveals, and into closet and similar openings. C. Maintain reference markers, holes, or openings that are in place or plainly marked for future cutting by repeating on the fmished tile marked in the subfloor. Use chalk or other non-permanent marking device. D. Lay tile from center marks established with principal walls discounting minor offsets so that tile at opposite edges of the room are of equal width. Adjust as necessary to avoid use of cut widths less than 3" at room perimeters. No. 062043 09650-2 Resilient Flooring E. Match tiles for color and pattern by using tile from cartons in the same sequence as manufactured and packaged. Broken, cralcked, chipped or deformed tile are not acceptable. F. Tightly cement tile to sub-floor without open cracks, voids, ridging and puckering at joints, telegraphing of adhesive spreader marks through tile, or other surface imperfections. 3.03 ACCESSORIES A. Place resilient reducer strips tightly butted to resilient flooring and secure with adhesive. Provide edging strips or cap strips at all unprotected edges of flooring. B. Apply cove:d base at resilient floors and straight base at carpeted floors. 3.04 CLEANING, WAXING AND PROTECTION A. vcr 1. Remove all excessive adhesive from the flooring surface. 2. Just prior to substantial completion, strip factory applied wax from floor tile with cleaner (do not flood floor), and apply two (2) coats of sealer and three (3) coats of wax. 3.05 DEMONSTRATION A. Engage factory-authorized representatives to train Owner's maintenance personnel on proper waxing and cleaning procedures for each floor product. Refer to Section 01820 Demonstration and Training. END OF SECTION 09650 No. 062043 09650-3 Resilient Flooring SECTION 09900 PAINTING PART1: GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these Specifications, apply to the Work of this Section. 1.02 SUMMARY A. Section includes: I. Field finish all materials scheduled and/or specified for paint, trim, stain or seal. 2. Field finish of masonry walls where patching is required. 3. Field finish of expose mechanical and electrical work. B. Related work specified in other sections: 1. Shop finishing - Applicable Sections. 1.03 SUBMITTALS A. Provide three (3) copies of a schedule detailing each substrate in the same order as the schedules used in Part 3 of this section. Include the following: 1. The specific products to be used for each coat. 2. Documentation that the manufacturer has reviewed and approved each painting system. 3. Data pages for all products listed. 4. On one set of data pages, highlight the following: a. Type of resin. b. Dry Film Thickness. c. Volume Solids. d. Units of Sheen. e. Other performance or descriptive data required by Part 2 of this section. f. If this information is not on the data page provide the information in a letter of certification from the manufacturer. Attach the letter to the appropriate data page. B. Submit tlhree (3) drawdowns of each product and color combination. Drawdowns shall be applied using a 4 mil WFT drawdown bar on Leneta form WD plain white coated cards size 3-7/8" x 6". 1. Label each card with the following: a. Job name. b. Date. c. Product name. No. 062043 09900-1 Painting d. Product number. e. Color number as stated in the material finish/color schedule. f. Name, address, and phone number of the supplying facility. C. Do not deliver material to site until having received written approval of submitted information and samples. D. Complete sample area on project as selected by Architect on each type surface and with each type of paint specified. Do not proceed further with application until receiving acceptance of each sample area by Architect. Accepted areas will serve as standard of quality for entire project. 1.04 EXAMINATION OF DOCUMENTS A. Examine the specifications for the work of other trade contractors and to become familiar with their work. All surfaces that are left unfinished by the requirements of other specifications to be finished by this section. 1.05 JOB CONDITIONS A. The existing building may contain lead-containing materials, including paint. It is the Contractor's responsibility to meet all governmental regulations when dealing with and disposing of lead containing materials. PART 2: PRODUCTS 2.01 PAINTING SYSTEMS A. Painting systems for normal applications are specified using the products of Sherwin-Williams Co. (S- W) and ICI Paints (ICI) to establish standards of quality, except as noted. Comparable systems which are compliant with stated descriptive and performance requirements of ICIIFuller O'Brien, Benjamin Moore & Co., Pratt and Lambert Co., PPG Industries, and ICIIDevoe Coatings are acceptable. B. Painting systems for specialty applications are specified using the products of Sonneborn, Aquarius Coatings, Genesis Coatings, Carboline, Seal-Krete. C. Use the materials of the same manufacturer for each system. D. For color selection see Material Finish/Color Schedule, Section 1-4 of Details of Construction. 2.02 PRIMERS A. Rust-inhibitive Waterbome Acrylic Primer: 1. Minimum Volume Solids: 44%. a. S-W DTM Acrylic PrimerlFinish B66Wl. b. ICI 4020 Devflex DTM Waterborne Primer Finish. 2.03 BLOCKFILLERS A. Vinyl Acrylic Blockfiller: 1. Minimum Volume Solids: 48%. a. S- W PrepRite Block Filler B25W25. b. ICI 3010 Ultra Hide InteriorlExterior Block Filler. No. 062043 09900-2 Painting +~. , ~ B. 100% Acrylic Blockfiller: 1. Minimum Volume Solids: 45%. 2. Wind Driven Rain Resistance: Passes TT-C-555B, 98 MPH wind velocity. a. S-W Heavy Duty Blockfiller B42W46. b. ICI 4000 Bloxfil Heavy Duty Acrylic Block Filler. 2.04 INTERIOR FINISH PAINTS A. Vinyl Acrylic Interior Eggshell Finish: 1. Minimum Volume Solids: 36%. a. SoW ProMar 200 Latex Eg-shel B20W200 Series. b. ICI 1412 Ultra Hide Latex Eggshell B. 100%, Acrylic, Interior Gloss Coating: 1. Blocking Resistant 2. Abrasion Resistance (ASTM D4060): 110 MG maximum. 3. Minimum Volume Solids: 36%. 4. Sheen: 60-80 units at 60 degrees. a. SoW DTM Acrylic Gloss B66W100 Series. b. ICI 4208 Devflex InteriorlExterior Waterborne Acrylic Gloss Enamel. C. Two-component, Waterbased Catalyzed Epoxy: 1. Minimum Volume Solids: 38% (catalyzed). 2. Sheen 20-50 units at 60 degrees. a. S- W Water Based Catalyzed Epoxy B70 Series/B60V25. b. ICI 4406 Tru Glaze- WB Waterborne Epoxy Semi Gloss. 2.05 EXTRA STOCK A. Provide left over paint with Owner for touch-up purposes. At completion of project, provide one complete set of drawdowns in each maintenance manual with a schedule noting the locations each paint color was used. Refer to Section 01!720. PART 3: En:CUTION 3.01 PREPARATION OF SURFACES A. General 1. Do not start work until preparation specified in surface Section is completed. 2. Ensure surfaces are dry and adequately protected from dampness. 3. Thoroughly clean surfaces free of loose, rough and foreign substances which will affect adhesion or appe:arance of applied coats. 4. Remove mildew and neutralize surface. No. 062043 09900-3 Painting 5. Remove and protect hardware, accessories, device plates, lighting fixtures, factory finished items, etc. or provide ample in-place protection. Upon completion of each space, carefully replace all removed items and protection. 6. Complete repainting or refinishing will be required if coats are applied over improperly prepared surfaces. B. Masonry 1. Do not paint until moisture content of surface is 15% or below except as may be required by paint manufacturer. 2. After prime coat is dry, fill remaining small holes, cracks and other defects with Swedish putty made by mixing dry spackle with prime paint. 3. Previously painted masonry surfaces must be dry, clean and free of dust, dirt and any other contaminants. Hard glossy surfaces are to be lightly sanded or dulled with deglosser/cleaner. Surfaces in poor condition must be prepared for repainting by removing loose paint and blisters by scraping, sanding or burning. Paint in these areas are to be removed at least 12 inches beyond the failing area. Patch all holes left after removal of nails, screws, and anchors. Prime before applying fmish coats. C. Ferrous or Galvanized Metal l. Remove dirt and grease with mineral spirits or solvent recommended by paint manufacturer and clean cloths. 2. If prime coat is not smooth, sand to bare metal, reprime. Touch up scratched or abraided primer. 3. Previously painted metal must be dry, clean and free of contaminants. Hard and glossy surfaces are to be sanded lightly or dulled with deglosser/cleaner. Remove peeling, loose, chipped, and blistered paint and rust by scraping and sanding. Prime all sanded areas and areas devoid of paint with an all-purpose metal primer. 3.02 APPLICATION A. Conditions 1. Do no interior work until building is properly enclosed. 2. Do no exterior work when surface, coating product, or air temperature is below 500 F., while surfaces are damp or during cold, rainy or frosty weather. Temperature must be at least 50 F above the dewpoint. Avoid application to surfaces which are exposed to hot sun. 3. Do work under adequate illumination and dust-free conditions. B. Methods: Paint may be applied by brush, roller or spray methods except where particular method will produce unsatisfactory results. Where spray method is used on concrete block, follow with roller to work paint into voids. C. Materials: Do not open containers until required for use. Stir materials thoroughly and keep at uniform consistency during application. D. Coats l. Number specified is minimum. Provide sufficient number of coats to provide even, consistent, opaque coverage of substrate. 2. Touch up suction spots between coats. No. 062043 09900-4 Painting 3. Refinish surfaces affected by refitting work. 4. Tint prime and under coats of paint approximately 1/2 to 3/4 depth of final color. 5. Touc:h up suction and "hot" spots in plaster and concrete after application or first coat and before second coat. 6. Do not apply next coat until previous is thoroughly dry. 7. Provide final coat which is solid and even in color; free from runs, laps, sags, brush marks, air bubbles and excessive roller stipple and worked into crevices, joint and similar areas. 8. Paint finish in food service areas to have an "orange peel" finish. 3.04 SCHEDULE OF INTERIOR WORK A. General 1. Provide specified finish on exposed surfaces including, but not limited to the following: a. Prime coated mechanical units, piping, pipe covering, sprinkler piping, interior duct surfaces visible behind grilles, radiation covers, cabinet unit heaters, exposed ductwork, louvers and grilles. b. Electrical surface raceways (over factory finish), conduits and boxes. B. Concrete :\1asonry Units and Restored Masonry (not scheduled for epoxy): 1. 1st Coat: Vinyl Acrylic Blockfiller. a. Minimum DFf: 8.0 mils (75-125 sq. ft.lgal). 2. 2nd Coat: Vinyl Acrylic Interior Eggshell Finish. 3. 3rd Coat: Vinyl Acrylic Interior Eggshell Finish. a. Minimum DFf: 1.6 per coat. C. Ferrous Metal (not scheduled for epoxy): 1. Touch-up: Rust-inhibitive Waterborne Acrylic Primer. a. DFf: 2.5-5.0 mils. 2. 2nd Coat: 100% Acrylic Interior Gloss Coating. 3. 3rd Coat: 100% Acrylic Interior Gloss Coating. a. Minimum DFf: 2.5 mils per coat. D. Zinc-coated Metal: 1. Touch-up: Rust-inhibitive Waterborne Acrylic Primer. a. DFf: 2.5-5.0 mils. 2. 2nd Coat: 100% Acrylic Interior Gloss Coating. 3. 3rd Coat: 100% Acrylic Interior Gloss Coating. a. Minimum DFf: 2.5 mils per coat. E. Concrete Masonry Units and Restored Masonry (scheduled to receive epoxy): 1. 1st Coat: 100% Acrylic Blockfiller. a. Minimum DFf: 10.0 mils (50-90 sq. ft.lgal). 2. 2nd Coat: Two-component Waterbased Catalyzed Epoxy. 3. 3rd Coat: Two-component Waterbased Catalyzed Epoxy. a. DFf: 2.5-3.0 mils per coat. No. 062043 09900-5 Painting END OF SECTION 09900 No. 062043 09900-6 Painting , I'" PRIOR LAKE/SA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION ll400-FOODSERVICE REFRIGERATION EQUIPMENT PART 1 1.01 A. B. 1.02 A. B. e. 1.03 A. C. GENERAL (Note: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specifications Sections, apply to this Section and all Work under Division 11400.) WORK INCLUDED: Provide labor, equipment, appliances and materials, and perform all operations in connection with the execution of the Work as stated and as represented in the drawings and specifications including that which is reasonably inferred; install and coordinate an equipment in Section 11400. Equipment: Fabricate, deliver, unload, uncrate, assemble, set in place and level ready for final connection by mechanical and electrical trades. Coordination: Coordinate mechanical and electrical rough-in services, manufactured equipment and construction, ceiling heights, sleeves, wall openings, refrigeration lines, service access, existing building conditIOns that affect equipment, and all other building conditions required to accommodate the Section 11400 equipment including new, existing, Owner furnished and future equipment with other trades; cut holes in equipment to accommodate pipes, drains, electrical conduit and outlets as required. Schedule: Perform work in a timely manner consistent with the Owner's schedule, notify the Owner, in writing, of any manufacturer or construction related problems that are causing a delay in the equipment delivery or installation; substitutions for failure to order equipment in a timely manner are not acceptable. Permits, Licenses and Inspections: Secure and pay for tests, pennits and inspections required bv authorized regulatory agencies and directly related to the construction and installation of the Sc~ction 11400 foodservice equipment work. Document Inconsistencies: When drawings and specifications contain conflicting requirements, notify the Owner, in writing and reguest clarificatIon; provide the better quality or greater quantity of work or material; costs mcurred by failure to clarify conflicting requirements are the equipment contractor's responsibility. Model Number Changes and Manufacturer Sales or Bankruptcies: When eguipment specified is no longer available, the Owner reserves the right to accept the manufacturer s replacement or equipment from a manufacturer specified as equal; the Owner reserves the right to reject equipment when a specified manufacturer is sold, when sale is pending, when filing for Chapter 7 or 11 status, and receive equipment from a specified equal manufacturer. FSEC Qualifications: Must be able to provide references for two projects of similar size and complexity within the past five years. These must be consultant specified projects successfully completed to the Owner's satisfaction. D. E. F. G. RELATED WORK SPECIFIED IN MECHANICAL & ELECTRICAL SECTIONS Services and Connections: Extending utility lines from rough-in locations to connection points on the equipment and fmal connections, including indirect wastes to floor drains and installation of faucets and backflow prevention devices, unless otherwise specified. hlterconnections: Between equipment and remote components Disconnection: Existing equipment that is relocated or removed DEFINITIONS B. Exposed: All visible surfaces - includes surfaces behind cabinet doors when the doors are open Foodservice Equipment Contractor (FSEC): Person or organization identified as such in the Agreement Manufactured Equipment: Equipment offered as a catalog item but which is built to size for each project and generally requires a shop drawing C. (Q ROBERT RIPPE 11400 - 1 Apri128, 2006 PRIOR LAKE/SA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOODSERVICE EQUIPMENT 1.04 A. 1.05 A. E. Buy-out Equipment: Equi'pment offered as a catalog item by a manufacturer including items reqummgmillormoilifi~hons REGULATORY REQillREMENTS Laws and Ordinances: Comply with laws, ordinances, rules, codes and regulations relating to the performance of the Work; rulings and interpretations of the enforcing agencies are considered a part of the regulations; no extra charge will be paid for furr.iisliing items required by the enforcmg agency. B. Minimum Standards: Notify the Owner's Representative prior to equipment purchase and/or installation of any item that does not comply with the applicable regulations, including but not limited to the followinB: 1. National SanitatIOn Foundation (NSF): Equipment and installation; affix the NSF label to each equipment item Underwriters Laboratory (UL): Electrical equipment and/or components American Gas AssociatIOn (AGA): Gas-fired equipment and installation American Institute ofElectri~1 and Electronics Engineers: Electrical wmmg and devices included with the equipment American Society of Heating, Refrigeration and Air Conditioning Engineers, Inc. (ASHRAE): Refrigeration systems American Society of Mechanical Engineers (ASME): Boilers National Electrical Code (NEC): Electrical wiring and devices included with the equipment National Fire Protection Association (NFP A): Exhaust hood and fire protection systems American Society of Tested Materials (ASTM): Metals American National Standards Institute (ANSI): Materials Occupational Safety and Health Agency (OSHA): Equipment and installation Sheet Metal and Air Conditioning Contractors National Association (SMACNA): Equipment and installation where required 13. American Disabilities Act (ADA): Equipment and installation where required 14. Uniform Building Code (UBC), Basic Building Code (BOCA), and Standard Building Code (SBCC): Equipment and installation where required 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. SUBMITIALS B. General: Manufacturer or fabricator changes are not acceptable after submittal review and acceptance without written authorization from Owner's Representative. Schedule: Submit within thirty (30) days from award of Contract; identify key dates and tasks that must be completed by others in order to meet the equipment installahon schedule. Review: Stam~ and sign each submittal indicating it has been checked for conformance to the specifi~tions, field dimensions, compatibility with other equipment, and coordination with other trades and services. C. D. Revisions: Incorporate corrections noted by the Owner's Representative and resubmit new sets for review; repeat until corrections are incorporated. Routing: Submit one (1) complete package, copies as listed below, to the designated Owner's Representative; after final reVIew, furnish revised copies as required up to 10 sets. Drawings 1. General a. Match the contract drawings sheet size b. Submit in roll form, not folded c. Leave a 3" x 8" space for review stamps d. Submit one (1) set of black and white prints e. Lettering not less than /g" high 2. Floor Plan and Schedule a. Scale:~" = 1 '-0" b. Number equipment and include a schedule on the same sheet c. Use Architect's dimensioned plans to prepare plan drawing 3. Rough-inPlan E. F. 11400 - 2 Apnl 28, 2006 PRIOR LAKE/SA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOODSERVICE EQUIPMENT 1.06 A. B. 1.07 G. a. General: Provide a utility symbol legend; list the utility requirements, along with the equipment item number on a line extending from the symbol; show exact rough-in locations and heights; stub out of walls wherever possIble; make allowances tor valves, fittings and other required components specified under Mechanical and Electrical Sections b. Scale: ~"= 1 ' -0" c. Equipment Included: Show requirements for specified, Owner furnished, existing and future equipment; include equipment layout on drawing d. Format: Provide separate drawings for mechanical and electrical rough-ins e. Dimensioning: Dimension utility rough-ins from either existing walls, exterior walls or from column line centers f. Code Compliance: See Article 1.04 g. Coordination: Verify that equipment is provided with utilities consistent with those available in the existing facility h. Interconnections: Include connection diagrams for equipment where items are interconnected by Mechanical and Electrical Trades i. Sleeves and Conduits: Include requirements for refrigeration lines and any other equipment interconnections 4. Equipment Shop Drawings a. Scale: Detail equipment in plan, at %" = 1 ' -0" or larger b. Detail: Show eqUIpment dimensions and materials, manufacturer and type of hardware, and other pertinent data as specified and as required; where fabricated equipment adjoins walls, show partial plans and elevations to illustrate the junction condition c. Organization: Indicate eqUIpment by item number and arrange on sheets in numerical sequence d. Field Dimensions: Equipment dimensions are subject to adjustments required by field dimensions and understructure components; take measurements and coordinate with finished building conditions; circle any dimensional changes on initial and subsequent submissions e. Walk-ins: Show ceiling panel layouts and all control and switch locations Written Materials 1. General: Submit two (2) bound copies for review 2. Equipment Brochure a. Equipment List: Include item number, quantity and manufacturer b. Cover Sheet: Submit a typewritten sheet - copies of project specification are not acceptable - for each item with item number and eqUIpment description to include: model number, quantity, optional features, special construction, installation and utility service requirements for manufacturer provided; include Owner furnished, existing and future eqUIpment c. Manufacturer's Catalog Sheet: Circle relevant utility requirements, dimensions and accessories for each item; do not include advertising or sales sheets; mark item number and quantity required; mark out equipment not being supplied 3.. Operation and Maintenance Manual a. Service Agents: List manufacturers alphabetically; list equipment type; identify local service agent; list the name, address and telephone number authorized to service the equipment; list FSEC when there is no other service agent b. Parts Catalog, Operating and Maintenance Instructions: Include: a parts catalog, wiring diagrams and maintenance instructions for buy-out and manufactured equipment; organize alphabetically by manufacturer 4. Itemized Cost Estimate: Provide itemized cost estimate within 10 days of bid award date; include freight and installation within each item. SUBSTITUTIONS Procedure: See Section 1630, Substitution and Product Options. Approval: Approval or rejection ~f a proposed substitution is vested in the Owner's Representative whose decIsion is final and binding; determination mayor may not express the reason for the decision; approval by Addendum or Change Order only; verbal approval is not binding. WARRANTY/CORRECTION PERIOD (Note: Applicable Sections of Division 1 are included) 11400 - 3 April 28, 2006 PRIOR LAKEISA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOODSERVICE EQUIPMENT A. B. PART 2 2.01 C. General: Warranty equipment and installation for one (1) calendar year from date of substantial completion; replace parts due to defective material or workmanship with new parts without cost to the Owner; one year warranty on warranty replacement parts and repairs for a period of one (1) calendar year from date of replacement or repair; for items listed on the punchlist, warranty period starts at fmal payment. Walk-in Refrigerators and Freezers: Twelve (12) month service contract; include repair and maintenance without charge for labor, materials and travel; available 24 hours per day, seven (7) days per week; contract begins on date of acceptance by Owner's Representative. Compressors: Five (5) year warranty; include labor, materials and travel without charge to Owner - this warranty is in addition to the service contract, Article 1.07, para. C. Correction Period: When the complete breakdown of a piece of equipment occurs, perform service within 24 hours; make other repairs within one week. Service Agreement: Service agents listed in the Operation and Maintenance Manual must perform service as described above; repairs andlor replacements not made within the sQecified time will be corrected by other means and the Section 11400 contractor is responsible for reasonable costs incurred. D. E. PRODUCTS QUALIFIED FABRICATORS 2.02 MATERIALS Minimum (five) 5 years experience in similar work A. General: Furnish new materials free from faults and defects in materials and workmanship B. Metals I. Gauges: u.s. Standard Gauge; not more than 5% plus or minus from thickness indicated below: Gauge 10 12 14 Thickness 0.1406 0.1 094 0.0781 Gauge 16 18 20 Thickness 0.0625 0.0500 0.0375 C. 2. Stainless Steel: ANSI Type 304, number 4 finish, 180 grit, extra-low carbon, non-magnetic, 18% chrome, 8% nickel, corrosion resistant alloy steel; flat, first grade and free of buckles and surface iglperfections 3. Galvanized Sheet Steel: ASlM A526, ASlM A525 G090 zinc coating, smooth, free of runs, blisters, excess spelter and uncoated spots or patches; recoat welded or damaged members; finish with two coats of epoxy based gray Hammertone paint 4. Aluminum Sheet Metal: ASlM B-209 sheet ana plate; AS1M B221 extrusions; 0.40 mil clear anodized finish unless otherwise specified 5. Stainless Steel Tubing: ASlM A554, Type 304, number 4 finish 180 grit; seamless or welded; 16 gauge; annealed, wound smooth and polished; heat treated and properly quenched to eliminate precipItation; drawn true to size and roundness and polished with concentric grain 6. Black Iron Angle: Ductile in quality; free of hard sJ?ots, runs, checks, cracks and other surface defects; clean and properly prime with rust-inhibiting primer; finish with two coats of epoxy based gray Hammertone paint Sealant: 1. General: Dow Corning, Silastic or G.E. RTV-I08 silver color; AS1M C920, Type S Grade NS, Class 25; comply with Food and Drug Administration Regulation 21 CFR 177.2600 for food contact areas 2. Walk-in Penetrations: Dow Corning 999A silicone glazing sealant Glass: Tempered Ig" thick, unless noted otherwise D. 11400 - 4 April 28, 2006 PRIOR LAKEISA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOODSERVICE EQUIPMENT F. 2.03 A. E. Bolts, Screws and Nuts: Unacceptable on exposed surfaces; use same composition as the metal to which they are applied; space to insure suitable fastening and to prevent bulging of the metals fastened Rivets: Unacceptable as a method of fastening REFRIGERATION Walk-In Refrigerator & Freezer Construction 1. Size: Per plan; T -10" minimum finished interior height; interior dimensions must accommodate shelving shown on plan 2. General: a. Wall and Ceiling Panels: 4" thick modular panels joined by not less than three (3), earn-lock devices; earn-locks accessed from inside walk-in; cover access holes with gray plastic caps or white plastic to match white walls or ceiling; gasket to seal between panels; foamed-in-place CFC reduced urethane insulation, self extinguishing UL classified according to AS1M and U B C 52.3 with flame spread of 25 or less and smoke development of 450 or less; R value of 33 or greater b. Ceiling Panels: Spin shortest distance; utilize over-partition joined panels to minimize suspended ceilings; use 5" thick ceiling panels on spans weater than 15' -0"; maximum unsupported span of IT -4"; suspended ceiling seams sihconed and tar taped. c. Finishes: I} Exterior Finishes: 22 gauge smooth stainless steel where exposed; vertical grooves in panels are not acceptable; 22 gauge galvanized steel on unexposed surfaces 2} Interior Finishes a} Wall Panels: .04" (before embossing) stucco embossed aluminum b} Ceiling Panels: .032" smooth aluminum with two coats of white, baked polyester enamel 3. Wall Protectors (If Specified): 1-1/2" wide extruded aluminum rail with vinyl insert; field positioned; secure WIth unexposed sheet metal screws; end caps 4. Diamond Tread Wall Overlay (If Specified): 1/8" thick sheets of aluminum field installed per specification 5. Floor: See item specifications for conditions that apply to this project; verify that building is transit level prior to installing walk-ins; notify Owner and Architect if sub-floor ventilation or heating is required for walk-in freezers; FSEC to verify that sub-floor installation conditions are acceptable prior to installing floor and box; identify any discrepancy in writing to Owner's Representative prior to installation Exposed Prefabricated Ploor: Per Detail SD-185, 4" thick floor with urethane insulation as ~escribed in Article 2.07, para. A.2; 16 gauge stainless with coved interior where exposed; 18" marine plywood reinforcing below top; 600 Ibs. per square foot rated load; 30" long interior ramp; non-skid strips on ramp and traffic aisles 6.. Door: In-fitting, flush-mounted, not less than 34" x 78" clear opening; 22 gauge smooth stainless steel with no exposed fasteners; replaceable ma~etic gasketing on top and sides; replaceable double sweep gasket at bottom; door jamb WIth replaceable heater wires; stainless steel reinforced heated threshold flush with finished floor; frame-mounted door heater control switch, label control switch as "door heater adjustment" with incremental temperature level indicator control markings (high, medium, low) a) Vision Panel: Not less than 150 square inches; heated; three glass panes b) Hinges: Three, Kason 1256, or equal by Dent, earn-lift spring-assisted self-closing hinges with 7W' long strap; 12" long strap on doors wider than 36" c) Handle: Kason 1236 C04 or equal by Dent, lever-action door handle with cylinder lock, padlock hole and interior safety release; provide common key for all walk-in doors d) Door Closer: Kason 1092 e) Kickplate: 1/8" thick diamond-tread plate aluminum on both sides of door and frame; extend from door bottom to door handle; secure with counter-sunk oval-head stainless steel screws; seal perimeter with silicone f) Incandescent Light: Delete lamp holder, bulb and shield entirely from door panel g) Electrical: Wire in conduit concealed in door panel to junction box top of ceiling per Detail SD-191 7. Thermometer: See item specification for thermometers required for this project; -40op to 990P; flush-mount in door panel on latch side, 60" above floor; conceal wire through door panel to junction box on top of walk-in; provide 24 volt transformer; wire from display through door panel, and extend sensor a minimum of 6' -0" from the door, in multiple walk- 11400 - 5 Anril?Sl 'Mil PRIOR LAKE/SA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOOD SERVICE EQUIPMENT in compartment application with interior door, locate display for inner compartment in outer compartment door panel below display for outer compartment a) Digital Thermometer: Control Products, Inc. #TI-200-24 b) Digital Thermometer with Alarm: Control Products, Inc. TAI-2000D-24; audible and visIble alarm; adjustable high and low set points; reset switch c) Digital Thermometer with Alarm and Building Alarm Interface: Control Products, Inc. #T AL-2000D-24 8. Pressure Relief Port: Provide heated relief port in freezers and non-heated in refrigerators; locate in exposed wall 9. Lights: See item specification for lights required for this project a) Fluorescent: Provide American 'Fluorescent or ~ual by Kason, Model VTP-240 in refrigerators; Model VTP-248 HO in freezers; 48 'long vapor-proof fixture with light spreading lens; two lamps per fixture; locate as shown on plan, not less than one fixture per 100 square feet ceilmg area b) Incandescent: Provide McPhilben, Model 22C-1214; vapor-proof fixture with light spreading lens; two 75 watt incandescent lamps; locate per plan, not less than one fixture per 100 square feet ceiling area 10. Enclosure Panels & Trim Strips: Secure with no exposed fasteners; close space between walk-in and ceiling with enclosure panels and vertical walk-in panels and building walls with trim strips; same material as wall panels per Detail SD-192 11. Exterior Bumpers: See item specificatlon for bumpers required for this project a) Stainless steel with slol?ed top; install on exposed exterior surfaces; 14 gauge stainless steel construction; 8" liigh x 2" deep with 450 angle slanted top; miter ends at 450; apply with "Z" clip at top and stainless steel screws at bottom; center bumper 12" above finished floor; fully weld, grind and polish seams per Detail SD-189 b) Stainless steel bat channel; install on all exposed exterior surfaces; 14 gauge stainless steel; 8" hi~ x 2" deep; apply with stainless steel screws at top and bottom; center bumper 12' above finished floor per Detail SD-190 12. PenetratIOns and Seams: Seal completely with Dow Corning 999A silicone glazing sealant to prevent condensation; tar tape on ceiling joints 13. Receptacle for Heater Tape: Provide weather-tight receptacle for freezer coil drainline heater 14. Electrical: Prewire lights, alarm, door, window and port heaters, and receptacle for heater tape in 12" OD PVC conduit above walk-in to junction box; ready for final connection by Electrical Trades per Detail SD-191; conduit within walk-in is not acceptable 15. Sprinkler Heads: When required, cut holes for sprinkler heads; provide stainless steel trim cap and seal holes per Article 2.07, para. 10 16. Installation: . Factory representative supervision B. Refrigeration System: Complete operating system consisting of a Copeland semi-hermetic condensing unit and a Bohn evaporator cod or equal by Larkin or Russell charged with R -404a refrigerant; 1. Condensing Unit: See item specification for condensing unit types required for this project. a) General: Hermetic compressor for units under % h.p., semi-hermetic for units % h.p. to 2 h.p. and scroll compressor for units 2 h.p. and above with internal starting contactors and thermal overload protection; splash lubrication system using Mobil EAL Arctic 22 polyol ester synthetic refrigeration oil; oil sight glass; removable oil drain plug; label mdicating oil used; high/low pressure contr01; suction line filter; suction and discharge service valves and copperlbrass vibration isolators; receiver with fusible plu8 or relief valve; liquid line shut-off valve; sight glass; molecular sieve filter dryer; mam power supply fUsed disconnect switch b) Air-Cooled: Air-cooled condenser with ball-bearin8 permanently lubricated fan motor 2. Evaporator: Forced convection style; match to condensmg unit and suspend with air discharged parallel to the ceiling; lifetime sealed motors with inherent motor protection; enclose coil section and fans within aluminum housing a) Refrigerator: Air defrost b) Freezer and Low Temperature Refrigerator: Electric heater and controls for positive automatic defrost c) Installation: Hang coils per manufacturer's recommendations using plastic or nylon fasteners; spread coil weIght evenly over ceiling panels; support long span ceiling panels as required d) Refrigerator Drainline: Run copper drainline from evap'orator to building floor drain; exit walk-in as close to floor as possible; trap below coli inside of walk-in; paint drainline with non-toxic paint, color to match wall panels; secure to walk-in wall 11400 - 6 Amil 28. 2006 PRIOR LAKE/SA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOOD SERVICE EQUIPMENT e) Freezer and Low Temperature Refrigerator Drainline: Trap outside of walk-in; wrap with Froxtex heater tape, manufactured by Chemlex and wIfed for continuous "on" operation; insulate with W' thick Armaflex, Type AP insulation; secure to walk-in wall 3. Refrigeration Lines: Interconnect evaporator to condensing unit; piEe between components as required with refrigeration grade, degreased, sealed, Type L-ACR, hard drawn copper tubing; slope horizontal runs toward condensing unit one-half inch per 10'-0" of length so that refrigerant or oil cannot drain back into evaporator from suction line; trap suction line as it exits evaporator coil; trap bottom of vertical runs of 5' -0" or more; if vertical run is 15'-0" or more, provide additional trap every 10'-0"; isolate refrigerant piping connected to compressors using copperlbrass vibration isolators properly mounted at both ends; entire system cannot be exposed to atmosphere for more than (15) minutes; remove piping end caps just prior to soldering; braze all connections with Sil-Fos-15 solder; pass a continuous flow of rntrogen gas through the area being brazed or soldered; dismantle valves during soldering; clean pipe by pulling a clean cloth through its entire length; blowout piping prior to testing and insulating using dry nitrogen ~as and pull a vacuum through the lines; insulate refrigeration lines with Armaflex, Type AP msulation or equal by Rubatex, W' thick for refrigerators and %" thick for freezers and low temperature refrigerators; verify acceptability of Annaflex or Rubatex with local cones; if refrigeration lines pass through a return air plenum, use Pittsburgh Corning Foamglass, 2" thick insulation when Annaflex is unacceptable; install sections of insulation with 10"long metal guards at hanger points; support piping at intervals of 8' -0" or less based on pipe size and code requirements, using Urn-Strut channel hangers; secure piping to channel hangers using galvaruzed clamps with neoprene grommets separating the pIping from the clamps; seal all Joints and seams with Armstrong 520 adhesive; provide weather-proof coating for outdoor use; insulate and heat trace outdoor lines where temperatures fall below -150F 4. Refrigeration Controls a) Walk-in Refrigerator: Liquid line solenoid valve and thermostatic expansion valve for each evaporator b) Walk-in Freezer and Low Temperature Refrigerator: Provide time clock for evaporator electric defrost heaters; time clock mounted on exterior face of walk-in near an exterior door without exposed conduit, label as "defrost time clock"; heater block-out relay to prevent heater from operating while compressor is running; heat exchanger and accumulator c) Remote Reach-in and Roll-in Refrigerator and Freezer Systems: Provide time clock for positive "off' cycle air defrost 5. System Operation: Complete system capable of maintaining the interior temperature specified a) Refrigerators: 350 F operating temperature :I: 20 with a 16-18 hour running time; design to operate at 1000 F ambient temperature; size evaporator for 100 TD maxunum b) Freezers: -100 F operating temperature + 20 with an 18 hour running time; design to operate at 1000 F ambient temperature; size evaporator for 100 1D maximum c) Low Temperature Refrigerators: 280 F. operating temperature:l:: 20 with a 16-18 hour running time; design to operate at 1000 F ambient temperature; size evaporator for 100 1D maximum 6. Installation - see item specification condition that applies to this project a) Interior: Mount on l-W' x l-W' X 1/8" angle iron rack; locate racks on floor or wall as specified in manner acceptable to the Owner's Representative; paint racks with two coats of rust-inhibiting paint; provide two-color etched plastic nameplate identifying equipment served by each refrigeration system b) Exterior: Install and bolt down condensing units in location specified; coordinate requirements for mounting with Owner's Representative; roof curbs and penetrations are not in Section 11400 c) Ventilation: Notify the Owner's Representative prior to installation if ventilation is not adequate d) Diagrams: Furnish four (4) copies of refrigeration system control wiring and piping diagrams; frame one coPY m plexiglass and mount near refrigeration system location; cham one copy of operatIonal maintenance manuals to system rack 2.04 A. UTILITY SERVICE REQUIREMENTS General 1. IntercoIUlections: Interconnect equipment utility lines between equipment sections to single cOIUlection point per SD-191; matenals consistent with specificatIOns 2. Performance: Install motor as required for efficient and stable operation; provide additional vents, guards, deflectors and other accessories as necessary whether or not such items are 11400 -7 Aoril 28. 2006 PRIOR LAKE/SA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOOD SERVICE EQUIPMENT B. PART 3 3.01 A. B. C. D. E. 3.02 A. B. C. D. E. F. G. called for on the drawings or specifications; show additional modifications on the Shop Drawings; notify the Owner's representative in writing if design prevents proper operation prior to mstallation Electrical I. General: Underwriters' Laboratories (UL) listed and comply with National Electrical Code, Standards of National Electrical Manufacturers' Association and American Institute of Electrical and Electronics Engineers; wire, wind or construct equipment to conform to available electrical services; furnish wiring and cOIUlection diagrams with equipment; provide equipment rigid and free from objectionable vibration and noise a. Plug-in Equipment: Furnish with cords attached; match plugs to receptacles; coordinating cords and plugs are the FSEC's responsibility; modify cord to a suitable length b. Motors: Drip-proof, splash-proof or totally enclosed type, having a continuous duty cycle; ball bearings exc~t sinall motors which may have sleeve bearings; windings impregnated to resist mOIsture; enclose when exposed to dust, lint, water or other matter; mount on vibration elimination pads EXECUTION SITE INSPECTION Field Measurements: Field measure foodservice space prior to equipment construction; conform to finished building conditions; submit written notification to Owners Representative if building conditions prevent equipment from functioning properly. Site Conditions: Verify that surfaces, prepared openings, finished building dimensions, and roughed-in utilities are ready for equipment; coordinate equipment with building openings and dimensions; construct and deliver eqwpment in sections sized to site limitations. Utilities: Verify that voltages, air volumes, water temperature and water, steam, and gas pressures are as required for equipment; coordinate changes to ensure that equipment operates properly Acceptance: Beginning of installation means acceptance of site conditions. Res{>onsibility.: Assume the expense of changes to equipment and/or cutting and patching walls, partItions, ceIlings and floors necessary to receive and successfully operate equipment, caused by failure to coordinate with site condItions. INSTALLATION Qualifications: Minimum (five) 5 years experience in similar work, including field welding. Code Compliance: Conform to current Standards and Revisions established by the National Sanitation Foundation, Ann Arbor, Michigan, and to prevailing local codes and regulations. Sea).ing: Seal equip~~t tha~ abuts ~ wall or other fixed equipment with silicone sealant per ArtIcle 2.02, para. C; y.j maxrmum WIdth. Trim: Material to match equipment surface; trim equiement in wall openings, recesses or abutting a wall that cannot be effectively sealed with silicone; exposed fasteners are not acceptable; unacceptable as a substitute for accuracy and neatness. Schedule: Comply with the Owner's construction schedule; notify the Owner's Representative in writing, not less than thirty (30) days prior to the scheduled deadline if there is a reason the schedule cannot be met. Cutting and Patching: Cut and drill tops, backs, or other elements for service outlets, fixtures, and fittings; cut and patch foodservice equipment as required for equipment installation or service. Protection: Protect equipment from damage. 11400 - 8 Amil 28_ 2006 PRIOR LAKE/SA V AGE-GRAINWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOOD SERVICE EQUIPMENT H. Damage and/Dr LDSS: Replace Dr repair items that are IDst Dr damaged priDr tD Owner acceptance. I. Fa.CtDry SupervisiDn: PrDvide factDry authDrized service agent supervisiDn fDr installatiDn .of jDb-site assembled CDnveYDrs, flight-type dislunachines and pulpers; include a thDrDugh check of utility cDnnections, pressures and overall installatiDn. 3.03 EXISTING EQUIPMENT - Not Used 3.04 CLEANING R(~mDVe masking or protective covering frDm stainless steel and .other finished surfaces; wash, clean and polish equipment; pDlish glass, plastic, hardware, accessDries, fixtures and fittings priDr tD the inspectiDn and acceptance .of the WDrk. 3.05 DEMONSTRATION AND TESTING A. DemDnstratiDn: Schedule times with the Owner's Representative tD provide instructiDn on the maintenance and use .of each item; demDnstrate DperatiDn tD appropnate inSpectDrs if required; verify that cDpies .of all instructiDnal, DperatiDnal, maintenance manuals, charts and video cassettes have been provided at least tWD weeks priDr tD demonstratiDn as required in Article 1.05, para. G.3. B. Testing: Test, regulate and put into proper .operating conditiDn; calibrate contrDls, including thermDstats C. Chart .of Completion: PrDvide separate charts for demDnstratiDn and testing; include item number, descriptiDn .of equipment, date, persDn/firm respDnsible, and Owner's mitials; provide charts tD Owner, Owner's Representative, and CDnsultant priDr tD Owner's acceptance. 3.06 ITEM SPECIFICATIONS NOTE: PrDvide like equipment items (upright refrigeratiDn, serving cDunters, display cases, kettles, and range match cDDking equipment) and items that directly interface (hDDds, raceways, fire protecti.Dn systems/hoD~ cDntrDl panels) frDm same manufacturer. Provide CDmmDn lDCks (when speCIfied) .on all eqUIpment frDm same manufacturer. I WALK-IN REFRIGERATOR/FREEZER COMPLEX One Kolpak Dr equal by Norlake, Master Bilt, Leer Dr Arctic A. Features: CDmplex custDm size and shape as shDwn .on plan, constructed and equipped per Article 2.07; slDpe tDp exteriDr bumpers, IDcated per plan; digital thermDmeter with alarm.; fluDrescent lights per plan. FIDDr: See SD-185; FSEC tD verify that flDDr cDnditiDns are apprDved priDr tD installing floDr and box; provide any discrepancy in writing tD Owner's Representative. Finishes: White stuccD-embDssed aluminum expDsed exteriDr; white baked enamel .over smDDth aluminum ceiling; stucco-embDssed aluminum interiDr walls; galvanized steel .on unexposed exteriDr sUrfaces. InstallatIOn: Dealer tD install walk-in cDmpartment. Electrical: 120V, I phase. B. C. D. E.. 2 REFRIGERATION SYSTEM One Copeland cDndensing unit Dr equal by Cold Zone; BDhn evapDratDr cDil 01: equal by A. Features: Properly-sized, outdoor, air-cDDled condensing unit pDsitiDned .on roof above kitchen, verity exact locatiDn with Architect; prDperly-sIzed evaporatDr coil; system equipped and installed per Article 2.07B. B. Electrical: 120V, 1 phase; evapDrator coil. 208V, 1 phase; cDndensing unit. 3 FREEZER SYSTEM One Copeland cDndensing unit Dr equal by Cold ZDne; BDhn evaporatDr cDil Dr equal by A. Features: Properly-sized, .outdoor, air-eDDIed condensing unit pDsitiDned .on rDof above kitchen, verity exact IDcation with Architect; properly-sIZed evaporatDr coil; system 11400 - 9 Ami128.2006 PRIOR LAKE/SA V AGE-GRAlNWOOD ELEMENTARY PRIOR LAKE, MN SECTION 11400 - FOOD SERVICE EQUIPMENT equipped and installed per Article 2.07B; install coil as tight to ceiling as possible wIthout affecting operation of coil; locate defrost time clock on front face of exterior door plug, centered above door at ceiling Electrical: 208V, 1 phase; evaporator coil 208V, 3 phase; condensing unit 4 REFRIGERATORJFREEZER SHELVING Seven Metro Industries Metro Max "Q" Shelving. A. Features: Shelves width and length shown on plan; four reinforced polypropylene shelves per section; 63" high posts with steel center and abrasion-resistant eJ?Oxy finish; 5" diameter polyurethane casters, delete donut bumpers; solid mat overlay kit for each shelf. B. Installation: Verify that units fit within finished wall dimension; assemble with bottom shelf 10" above floor or per local health code requirements. B. 5 DUNNAGE RACK Three New Age Industrial 2000 Series or equal by Kel Max A. Features: Length and width as shown on plan; aluminum construction; five lateral cross bars; 2000 lb. cap'acity. B. Installation: Venfy units fit within finished wall dimensions. END OF SECTION 11400 11400 - 10 AnriI 28. 2006 MECHANICAL TABLE OF CONTENTS Section No. Title Division Fifteen 15010 15025 15050 15140 15300 15412 15995 Basic Mechanical Requirements Reference Standards and Definitions Basic Mechanical Materials and Methods Supports and Anchors Fire Protection Sanitary Drainage and Vent Systems Project Closeout No. 062043 1 Mechanical Table of Contents SECTION 15010 BASIC MECHANICAL REQUIREMENTS PART 1: GENE:RAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division Specification sections, apply to this and all other sections of Division 15. 1.02 SUMMARY A. All work shall conform in all respects with the requirements of these contract documents. All labor shall be performed by laborers skilled in their respective trades. B. It is the inte:nt of these contract documents to form a guide for a complete installation. Everything necessary for a complete and successful installation of work shall be provided. C. This Section includes general administrative and procedural requirements for mechanical installations. The following administrative and procedural requirements are included in this Section to expand the requirements specified in Division 1: 1. Description of work 2. Interp:retation of plans 3. Submi.ttals 4. Coordination drawings 5. Record documents 6. Maintenance manuals 7. Corrective period 8. Delivery, storage and handling 9. Fire safety precautions 10. Personal safety requirements 11. Demolition PART2: PROnUCTS (Not applicable) PART3: EXECUTION 3.01 DESCRIPnON OF WORK A. Work included under Division 15 shall consist of furnishing all labor, materials, equipment and services necessary for the complete installation of all mechanical work shown on drawings and specified within. In general, this includes all plumbing, heating, ventilation, air conditioning, fire protection and building temperature controVautomation systems. B. Include all minor items which are necessary to complete the installation even though not specifically mentioned in the Contract Documents. Such items include anchors, brackets, sleeves, piping drains, air vents, and valves. No. 062043 15010-1 Basic Mechanical Requirements C. Some equipment and materials provided under Division 15 will require composite work crews because of trade jurisdiction. Where this occurs, the Contractor shall include in his price his portion of the composite crew labor costs. It is the Contractor's responsibility to review Division 15 Contract Documents to determine where these composite crews are required. D. Before submitting a proposal on work contemplated, each bidder shall examine the site and thoroughly familiarize himself with all existing conditions and limitations affecting the performance of his work. No extra compensation will be allowed because of the Contractor's misunderstanding as to the amount of work involved or his lack of knowledge of any existing conditions. E. Staging and phasing of all mechanical work shall be coordinated with the prime Contractor. In areas where work involved may interfere with existing building functions, the Owner and Engineer shall be consulted so schedules can be set up acceptable to all concerned. F. All installations will conform to all local, state and national codes pertaining to work involved. G. All permits, licenses, fees and service charges, both temporary and permanent, necessary for the work specified will be secured and paid for by this contractor. H. Contract figures shall include State and Local Sales Taxes. Keep accurate records of these taxes and furnish such records to the Owner upon demand. I. The contractor will assume responsibility for and guarantee all work, materials and equipment for a period of one year from date of acceptance, except where a longer period of time is specified elsewhere, without cost to the Owner. 3.02 INTERPRETATION OF PLANS A. In general, the Drawings of mechanical systems and equipment are to scale. However, to detennine exact locations of walls and partitions, the Contractor shall consult the architectural and/or structural Drawings which are dimensioned. Drawings shall not take precedence over field measurements. B. Plans of piping and ductwork although shown on scale Drawings are diagrammatic only. They are intended to indicate size and/or capacity where stipulated, approximate location and/or direction, and approximate general arrangement of one phase of work to another, but not the exact detail of construction. All ductwork will be constructed from field measurements taken by the mechanical contractor at the site. This shall include all rises, drops and offsets necessary to avoid structural members or equipment and materials installed by other trades. The mechanical contractor shall coordinate the ductwork and piping layout before construction. No additional costs will be allowed for piping and ductwork fabrications without field verification of available space. If it is found, before installation, that a more convenient, suitable or workable arrangement of any or all phases of construction would result by altering the arrangement indicated on the Drawings, the architect/engineer may require the contractor to change the arrangement of his work without additional cost to the owner. C. The drawings and specifications are intended to supplement each other. Any items shown on the drawings and not mentioned in the specifications, or vice versa, shall be executed the same as if mentioned and shown. The greatest quantity or more expensive work shall govern when there is a conflict between the drawings and specifications. 3.03 SUBMITTALS A. General: Follow the procedures specified in Division 1 Specification Section 01300, "Submittals." No. 062043 15010-2 Basic Mechanical Requirements 3.04 COST BRE:AKDOWN A. Submit a cost breakdown for each claim according to General Conditions of the Contract. Include project name, location, ArchitectlEngineer, Contractor and date. I. List the cost breakdown for labor and material separately and include a total. 2. Breakout and detail the cost according to specification sections. 3.05 RECORD DOCUMENTS A. Prepare record documents in accordance with the requirements in Division I Section "Project Record Documents." In addition to the requirements specified in Division 1, refer to specific sections for additional record documentation. 3.06 MAINTENANCE MANUALS A. Prepare mamtenance manuals in accordance with Division I Section "Operating, Maintenance, and Warranty Data". Submit copies for review by ArchitectJEngineer. In addition to the requirements specified in Division 1, include the following information: 1. Descriptive summary of function, normal system operating characteristics and limitations, performance curves, engint:ering data and tests, and complete nomenclature and commercial numbers of replacement parts. 2. Manufacturer's printed operating procedures to include start-up, break-in, and routine and normal operating instruetions; regulation, control, stopping, shutdown, and emergency instructions; and summer and winter operating instructions. 3. Maintenance procedures for routine preventative maintenance and troubleshooting; disassembly, repair, and reassembly; aligning and adjusting instructions. 4. Servicing instructions and lubrication charts and schedules. 5. Warranty information for all mechanical items shall be included in one tabbed section. 3.07 CORREC'OVE PERIOD A. Provide a guarantee and maintain the stability of work and materials and keep same in perfect repair and condition for the period of one (1) year after the fmal completion of the work as evidenced by issuance of the certificate of substantial completion by the Architect. B. Correct defects of any kind immediately and at Contractor's expense, due to faulty work or materials appearing during the above mentioned period and made to the entire satisfaction of the Owner and ArchitectJEngineer. Such reconstruction and repairs shall include damage to the fmish or the building resulting form the original defect or repairs thereto. C. This guarantee shall not apply to injuries occurring after fmal acceptance and due to wind, fire, violence, abuse or carelessness or other contractors or their employees or the agents of the Owner. D. This guarantee shall not apply where other guarantees for different lengths of time are specifically called for. No. 062043 15010-3 Basic Mechanical Requirements 3.08 DELIVERY, STORAGE, AND HANDLING A. General: Follow procedures specified in Division 1 Section "Temporary Facilities". 1. Deliver products to the project properly identified with names, model numbers, types, grades, compliance labels, and other information needed for identification. 2. Storage of materials and equipment shall not impede the work of other contracts. 3. Protect all components of the mechanical installation from becoming fouled or otherwise damaged in storage. 4. Handling of equipment and products shall be according to manufacturers instructions and in compliance with the articles of their warranty. 5. Protect products from weather, unless product is slated for exterior installation. If outd00r storage is necessary, support products off the ground or pavement in watertight enclosures. 3.09 FIRE SAFETY PRECAUTIONS A. The Contractors shall exercise extreme care to maintain and exercise adequate fire safety precautions throughout the work. This shall include providing sufficient fire fighting devices, watchmen, standby helpers or other precautions during construction, in use of temporary heat, welding, brazing, sweating, testing or other phases of work. B. At all times, access shall be maintained for fire department trucks to the building. C. All welding brazing, cutting and sweating operations performed in vicinity of or accessible to combustible materials shall be adequately protected to make certain that sparks or hot slag does not reach the combustible material and start a frre. D. All glass, glazed materials and other fmish, in the vicinity of welding, brazing and cutting, shall be masked by the Contractor performing the welding work. E. When necessary to do cutting, welding, brazing, sweating and similar work in vicinity or' wood, in shafts, or vicinity of any combustible material (and the combustible material cannot be removed), the materials shall be adequately protected with fire resistant blankets or similar approved coverings. In addition, a helper shall be stationed nearby with proper frre extinguishers (provided by the Contractor performing the work) to guard against sparks and fire. F. Whenever combustible materials have been exposed to sparks, molten metal, hot slag or splatter, a person shall be kept at the place of work to make sure the smoldering fires have not been started. Whenever cutting or welding operations are carried on in a vertical pipe shaft, a person to act as a frreguard shall be employed to examine aU floors below the point of cutting or welding. This frreguard shall be kept on duty after completion of work to guard against frres and shall examine each level after this time, prior to leaving. There shall be no exceptions to this requirement and failure to comply will be construed as negligence. 3.10 PERSONAL SAFETY REQUIREMENTS A. The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions required in connection with his work, including regulations of the Occupational Safety and Health Administration (OSHA) and other governing agencies. 3.11 DEMOLITION A. Provide all labor and materials necessary for the proper completion of all items for demolition work as shown on the project Drawings and as specified within. No. 062043 15010-4 Basic Mechanical Requirements B. All material:s and equipment, including sheet metal and piping which is noted to be removed and not reused, shall become the property of the Contractor unless otherwise noted. Disposition of such equipment shall be under the direction of the Contractor. C. Demolition work shall include, but not necessarily be limited to, removal of equipment, ductwork, piping and related accessories as shown on the Drawings. Items that become a dead service or existing equipment not required or essential to the successful completion and operation of the building under the terms established by the accompanying Specifications and Drawings shall be removed. Material and equipment must be noted on the plans "To be Abandoned" in order to leave in place. D. Salvable materials designated to remain the property of the Owner shall be carefully removed by the applicable trades, protected from damage, and stored as directed on the site until removed by the Owner. Such items to remain the property of the Owner shall be noted on the Drawings and/or properly identified by the Owner with red tags at least seven (7) days prior to receipt of bids. All other salvable materials shall be the property of the Contractor. Such materials shall not be stored on the site. E. Any disruption or damage to existing condition of equipment not designated to be removed during demolition or remodeling phases shall be repaired or replaced at this Contractor's expense. END OF SECTION 15010 No. 062043 15010-5 Basic Mechanical Requirements SECTION 15025 REFERENCE STANDARDS AND DEFINITIONS PART 1: GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 DEFINITIONS A. General: Basic Contract defmitions are included in the General Conditions. B. Indicated: The term "indicated" refers to graphic representations, notes, or schedules on the Drawings, other paragraphs or schedules in the Specifications, and similar requirements in the Contract Documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used, it is to help the reader locate the reference; no limitation on location is intended. C. Directed: Terms such as "directed," "requested," "selected," "required," and "permitted" mean "directed by the Architect," "requested by the Architect," and similar phrases. D. Regulation: The term "Regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. E. Furnish: Ibe term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading, unpacking, assembly, Jinstallation, and similar operations." F. 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, fmishing, curing, protecting, cleaning, and similar opt:rations." G. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use." H. Installer: An "Installer" is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or sub-subcontractor, for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. 1. The term "experienced" when used with the term "Installer" means having previous Projects similar in size and SCOpl~ to this Project, being familiar with the precautions required, and having complied with requirements of the authority having jurisdiction. 1. Project Site is the space available to the Contractor for performance of construction activities, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project Site is shown on the Drawings and mayor may not be identical with the description of the land upon which the Project is to be built. J. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. No. 062043 15025-1 Reference Standards and Definitions 1.03 SPECIFICATION CONTENT EXPLANATION A. Specification Content: This Specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: 1. Abbreviated Language: Language used in Specifications and other Contract Documents is the abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and the full context of the Contract Documents so indicates. 2. Imperative and streamlined language is used generally in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. a. The words "shall be" shall be included by inference wherever a colon (:) is used within a sentence or phrase. 1.04 INDUSTRY STANDARDS A. 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. B. 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. C. Conflicting Requirements: Where compliance with two or more standards is specified, and the standards establish different or conflicting requirements for minimwn quantities or quality levels, refer requirements that are different, but apparently equal, and uncertainties to the Ar\:hitect for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum, as appropriate for the context of the requirements. Refer uncertainties to the Architect for a decision before proceeding. D. 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. 1. Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source. 2. Although copies of standards needed for enforcement of requirements 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. E. 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. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries. No. 062043 15025-2 Reference Standards and Definitions F. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. The following acronyms or abbreviations as referenced in Contract Documents are defined to mean the associated names. Names and addresses are subject to change and are believed to be but are not assured to be accurate and up to date as of date of Contract Documents. AlA American Institute of Architects 1735 New York Ave., NW Washington, DC 20006 (202) 626-7300 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 (212) 354-3300 ASME American Society of Mechanical Engineers 345 East 47th St. New York, NY 10017 (212) 705-7722 ASPE American Society of Plumbing Engineers 3617 Thousand Oaks Blvd., Suite 210 Westlake, CA 91362 (80S) 495-7120 ASSE American Society of Sanitary Engineering P.O. Box 40362 Bay Village, OH 44140 (216) 835-3040 ASTM American Society for Testing and Materials 1916 Race Sl Philadelphia, P A 19103 (215) 299-5400 CISPI Cast Iron Soil Pipe Institute 5959 Shallowford Road, Suite 419 Chattanooga, TN 37421 (615) 892-0137 FM Factory Mutual Engineering and Research Organization 1151 Boston - Providence Turnpike Norwood, MA 02062 (617) 762-4300 IRI Industrial Risk Insurers 85 Woodland St. Hartford, cr 06102 (203) 520-7300 MCAA Mechanical Contractors Association of America 5410 Grosvenor Lane, Suite 120 Bethesda, MD 20814 (301) 897-0770 MSS Manufacturers Standardization Society of the Valve and Fittings Industry 127 Park St., NE Vienna, VA 22180 (703) 281-6613 NEC National Electric Code (Now NFPA) NFPA National Fire Protection Association Batterymarch Park Quincy, MA 02169 (617) 770-3000 No. 062043 15025-3 Reference Standards and Definitions NSF National Sanitation Foundation P.O. Box 1468 3475 Plymouth Rd. Ann Arbor, MI 48106 (313) 769-8010 POI Plumbing and Drainage Institute (c/o Saul Baker) 1106 W. 77th St., South Dr. Indianapolis, IN 46260 (317) 251-6970 SJI Steel Joist Institute 1205 48th Street North, Suite A Myrtle Beach, SC 29577 (803) 449-0487 UL Underwriters Laboratories 333 Pfmgsten Rd. Northbrook, IL 60062 (312) 272-8800 G. Federal Government Agencies: Names and titles of federal government standard- or Specification-producing agencies are often abbreviated. The following acronyms or abbreviations referenced in the Contract Documents indicate names of standard- or Specification-producing agencies of the federal government. Names and addresses are subject to change; they are believed to be but are not assured to be accurate and up to date as of the date of the Contract Documents. CS Commercial Standard (U.S. Department of Commerce) Government Printing Office Washington, DC 20402 (202) 377-2000 DOT Department of Transportation 400 Seventh St., SW Washington, DC 20590 (202) 366-4000 EPA Environmental Protection Agency 401 M St., SW Washington, DC 20460 (202) 382-2090 FCC Federal Communications Commission 1919 M St., NW Washington, DC 20554 (202) 632-7000 NIST National Institute of Standards and Technology (U.S. Department of Commerce) Gaithersburg, MD 20899 (301) 975-2000 OSHA Occupational Safety and Health Administration (U.S. Department of Labor) Government Printing Office Washington, DC 20402 (202) 523-6091 H. State of Minnesota Government Agencies: Names and titles of federal government standard- or Specification- producing agencies are often abbreviated. The following acronyms or abbreviations referenced in the Contract Documents indicate names of standard- or Specification-producing agencies of the state government. Names and addresses are subject to change; they are believed to be but are not assured to be accurate and up to date as of the date of the Contract Documents. No. 062043 15025-4 Reference Standards and Definitions DU Department of Labor and Industry 4th and 5th Floor Space Center Building 444 Lafayette Road St. Paul, MN 55101 (651) 296-2342 DPS Minnesota Department of Public Safety 211 Transportation Building St. Paul, MN 55155 (651) 296-6642 DOA Department of Administration 50 Sherburne A venue 200 Administration Building St. Paul, MN 55155 (651) 296-3862 MDH Department of Health 717 Delaware Street S.E. Box 9441 Minneapolis, MN 55440 (651) 623-5000 MPCA Minnesota Pollution Control Agency 520 Lafayette Road North St. Paul, MN 55135 (651) 296-6300 1.05 GOVERNING REGULATIONS! AUTHORITIES A. The Architect/Engineer has contacted authorities having jurisdiction where necessary to obtain information for preparation of Contract Documents; that information mayor may not be of significance to the Contractor. Contact authorities having jurisdiction directly for information and decisions having a bearing on the Work. 1.06 SUBMITTALS A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulations bearing upon performance of the Work. PART 2: PRODUCTS (Not Applicable) PART 3: EXECUTION (Not Applicable) END OF SECTION 15025 No. 062043 15025-5 Reference Standards and Definitions '" SECTION 15050 BASIC MECHANICAL MATERIALS A;'I/D METHODS PART 1: GENERAL 1.0 1 RELATED DOCUMENTS A. Requirements of the following Division 15 Section apply to this Section. 1. Section 15010 Basic Mechanical Requirements. 1.02 SUMMARY A. This Section includes limited scope general construction materials and methods for application with mechanical installations as follows: 1. Mechanical equipment nameplate data. 2. Excavation for underground utilities and services, including underground piping (under the building and from building to utility connection), tanks, basins, and equipment. 3. Misce:llaneous metals for support of mechanical materials and equipment. 4. Joint sealers for sealing around mechanical materials and equipment; and for sealing penetrations in fire and smokl~ barriers, floors, and foundation walls. 5. Pipe 81eeves through walls and floors. B. Related sections: I. Division 5 Section "Metal Fabrications" for materials for anchoring piping systems to building structure. 1.03 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Shop drawings detailing fabrication and installation for metal fabrications, and supports and anchorage for mechanical materials and equipment. C. Welder ce:rtificates, signed by Contractor, certifYing that welders comply with requirements specified under "Quality Assurance" article of this Section. D. Schedules indicating proposed methods and sequence of operations for selective demolition prior to commencement of Work. Include coordination for dust and noise control. 1. Coordinate sequencing with construction phasing and Owner occupancy specified in Division I Section "Surrunary of Work." No. 062043 15050-1 Basic Mechanical Materials and Methods 1.04 QUALITY ASSURANCE A. Regulatory Requirements: Comply with the requirements of current editions of the following: 1. The Minnesota State Building Code, known as the "State Building Code", including the following documents or codes pertaining to the construction and/or use of buildings. a. Minnesota State Building code regulations known and identified as Chapters 1300, 1301, 1302, 1305, 1310,1315, 1330, 1335, 1346, 1350, 1355, 1360 and 1365. b. The Minnesota State Building Code adopts by reference the following codes: I.) The International Building Code, identified as "lBC": 2.) National Electrical Code, identified as "NEC": 3.) American National Standard Safety Code for Elevators, Dumbwaiters, Escalators, and Moving Walls, identified as ANSI-A 17.1, including supplement ANSI-A 17.1a and ANSI-A 17.3. c. Minnesota State Building Code chapter 1346 known as the "Minnesota Mechanical Code"--adopts by reference the 2000 International Mechanical Codes, 2000 International Fuel Gas Code, and Ventilation Standard ASHRAE 62-2001. d. Department of Public Service Minnesota State Energy Code. e. Minnesota State Building Code Rules Chapter 4715 known as the "Minnesota Plumbing Code" promulgated by the Minnesota Department of Health and the Minnesota Department of Administration. 2. Applicable section of the Minnesota Rules as compiled by the Reviser of Statutes for the Minnesota Legislature and appearing in the State Register. a. Chapter 5230, Minnesota State Code for Power Piping Systems, promulgated by the Minnesota Dept. of Labor and Industry and the Minnesota Dept. of Administration. b. Chapter 5225, Minnesota State Standards for Boiler and Pressure Vessels, promulgated by the Minnesota Dept. of Labor and Industry and the Minnesota Dept. of Administration. c. Chapter 7510 known as the "Minnesota Uniform Fire Code", promulgated by the Minnesota Dept. of Public Safety, adopts by reference: 1.) The Uniform Fire Code as promulgated by the International Conference of Building Officials, and the Westem Fire Chiefs Association (Whittier, California), and, where applicable, 2.) The National Fire Codes Standard Number 101 issued by the National Fire Protection Association (Quincey, Massachusetts). B. Qualify welding processes and welding operators in accordance with A WS D 1.1 "Structural Welding Code - Steel." I. Certify that each welder has satisfactorily passed A WS qualification tests for welding processes involved and, if pertinent, has undergone recertification. 1.05 PROJECT CONDITIONS A. Conditions Affecting Excavations: The following project conditions apply: 1. Site Infonnation: Subsurface conditions were investigated during the design of the Project. Reports of these investigations are available for information only; data in the reports are not intended as representations or warranties of accuracy of continuity of conditions. The Owner will not be responsible for interpretations or conclusions drawn from this information. No. 062043 15050-2 Basic Mechanical Materials and Methods - ---;;;---~-~ 1.06 SEQUENCE AND SCHEDULING A. Coordinate the installation of pipe sleeves for floor and wall foundation wall penetrations. B. Coordinate the size and location of structural steel support members with ductwork, HV AC equipment, heating, cooling and plumbing piping. PART2: PRODUCTS 2.01 MISCELLANEOUS METALS A. Steel plates, shapes, bars, and bar grating: ASTM A 36. B. Cold-Formed Steel Tubing: ASTM A 500. C. Hot-Rolled Steel Tubing: ASTM A 501. D. Steel Pipe: ASTM A 53, Schedule 40, welded. E. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrOSlVe, nongaseous grout, recommended for interior and exterior applications. F. Fasteners: Zinc-coated, type, grade, and class as required. PART 3: EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting installation. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 EXCAVATION A. Trenching: Excavate trenches for mechanical installations as follows: 1. Excavate trenches to the uniform width, sufficiently wide to provide ample working room and a minimum of 6 to 9 inches clearance on both sides of pipe and equipment. 2. Excavate trenches to depth indicated or required for piping to establish indicated slope and invert elevations. Beyond building perimeter, excavate trenches to an elevation below frost line. 3. Limit the length of open trench to that in which pipe can be installed, tested, and the trench backfilled within the same day. 4. Where rock is encountered, carry excavation below required elevation and backfill with a layer of crushed stone or gravel prior to installation of pipe. Provide a minimum of 6 inches of stone or gravel cushion between rock bearing surface and pipe. No. 062043 15050-3 Basic Mechanical Materials and Methods 5. Excavation trenches for piping and equipment with bottoms of trench to accurate elevations for support of pipe and equipment on undisturbed soil. a. For pipes 6 inches or larger in nominal size, shape bottom of trench to fit bottom y., of the circumference. Fill unevenness with tamped sand backfill. At each pipe joint over-excavate to relieve the bell or pipe joint of the pipe of loads, and to ensure continuous bearing of the pipe barrel on the bearing surface. B. Subsidence: Where subsidence occurs at mechanical installation excavations during the period 12 months after Substantial Completion, remove surface treatment (i.e., pavement, lawn, or other finish), add backfill material, compact to specified conditions, and replace surface treatment. Restore appearance, quality, and condition or surface or finish to match adjacent areas. 3.03 PIPING INSTALLATION A. All pipes shall be required size, round and straight and shall be cut, reamed, threaded, beveled for welding and/or otherwise prepared for joining with proper tools. All piping shall be properly enclosed, supported, guided, anchored, sway braced, connected, tested, cleaned and flushed out, properly insulated and protected where required, and run in a neat and orderly manner to the satisfaction of the Engineer. Lines required to be enclosed in ceilings, chaseways or similar spaces shall be installed to permit such enclosure as intended. This contractor must layout his work, properly locate the apparatus and add necessary pipe, sleeve, etc., and take his own measurements at the building. B. All pipes shall be run with proper grade to provide for easy draining and in group runs where applicable. Pipe sizes shown on the drawings are nominal pipe sizes and not outside diameters. Pipes shall be run substantially as indicated on the drawings. C. All piping shall be installed with ample provisions for expansion and contraction to prevent damage to same or to building structure. Snch provisions shall be made by means of piping offsets, changes in directions, expansion loops and/or suitable expansion joints. Suitable anchors and guides shall be provided to permit proper deflection and compression of offsets, loops and/or expansion joints. Expansion joints shall not be used in lieu of offsets, changes in direction or loops, except where specified and/or indicated on the drawings. D. In general, pipe lines requiring drainage shall be laid out at the site, frrst the large pipe mains, then space for air ducts, then electrical conduit. The Mechanical Contractor shall provide extra stub risers, drip-trap-and-rise installations, and drip and trap assemblies at low points in steam systems, air vents, rises and drops in forced hot water mains as may be required; and extra lengths and fittings in all phases as may be required to install all systems in the space available and as necessary to avoid interference's. E. All groups of fixtures shall have main valves including drain cocks with valves spotted in accessible, but concealed locations. Sectionalizing valves shall be provided to isolate branch lines from the mains. All groups of fixtures utilizing flush valves shall be provided with water hammer arrestors at each level. F. All piping systems shall conform with all applicable requirements of the ASA Code for Pressure Piping and with all applicable State and local codes, except where type and quality of materials, weights, thicknesses, design, pressures or fabrication techniques are called for in these specifications which exceed or upgrade such code requirements, these specifications shall govern. G. Permissible assemblies for welded pipelines. Following specification covers permissible assemblies for welded pipelines for all services operating at 150 psig or less. I. The use of mitered elbows in welded lines will not be permitted. 2. Mitered tees will not be permitted in welded lines. Connections shall be made with welding tees. The use of weldolets will be permitted in lieu of welding tees in welded lines provided they are installed in prefabricated assemblies and the pipe interior is cleaned of slag. No. 062043 15050-4 Basic Mechanical Materials and Methods . .'_J. 3. Mitered reducers will not be pennitted in welded lines. 4. Pipe caps in welded lines may be fabricated from flat steel plate cut round and inserted into the pipe of sufficl.ent depth to permit a fillet weld equal the plate thickness. 5. The pipe ends in all tees, laterals and reducers shall be carefully prepared to provide for proper weld penetration in accordance with ASA Standards. H. Equipment piping shall also include wastes and drains which are safewasted without a direct connection. This shall include drains from drain pans, plenum drains, backflow preventers and automatic air vents, etc. L Service piping to fixtures and equipment shall be installed concealed wherever possible. Conceal piping within the wall adjacent to the equipment or in the enclosures provided by the equipment supplier, as indicated on the drawings. For size of enclosures and exact locations, see equipment shop drawings. J. Exposed piping shall be installed in a sanitary manner for ease in cleaning. 3.06 TESTS A. General. Tests shall be performed on all systems. Tests shall be repeated until each system is proven acceptable. 1. All work shall be inspected, tested and approved as required by State and local regulations. Tests shall be made in the presence of proper inspectors and the Architect/Engineer or their duly authorized representatives. All t~:sts shall be made by the Contractor at his own expense, and he shall furnish three (3) test certificates to the Architect/Engineer for approval. 2. All work shall prove absolutely tight under required tests. All tests of piping systems, except fmal tests of completed systems shall be made before pipe is covered or connected to fixtures and equipment. 3. All gauges, tools, pumps, air compressor or other equipment required for testing and initial adjusting of piping systems shall be purchased and provided by this Contractor. 4. See respective Division 15 sections for tests required under that specific section of the specification. 3.07 CLEANING A. The Contractor and subcontractors for the various phases of the work of this Division shall clear away all construction debris, surplus materials, etc., resulting from their work, including all duct/pipe shafts, leaving the job and equipment furnished in a clean, frrst-class condition. B. Air surfaces of all coils, fan housings, fan wheels, fan motors, air unit plenums and all air filters shall be wiped clean or washed leaving the installation in a frrst-class condition prior to being turned over to the Owner. C. All plumbing fixtures shall be thoroughly cleaned of all plaster, stickers, rust stains, and other foreign matter of discoloration, leaving every part in an acceptable condition and ready for use. The surface of all floor drains, cleanouts and other equipment shall be cleaned and each item shall be left in a first-class condition. Thoroughly clean all items of equipment furnished such as traps, strainers, pumps, motors, etc., leaving each item in a clean, first-class condition. 3.08 PAINTING A. This Contractor shall refmish and restore to the original conditions and appearance, all mechanical equipment which has sustained damage to the manufacturer's prime and finish coats of enamel or paint. Materials and workmanship shall be equal to the requirements described in the painting section of the architectural specifications. No. 062043 15050-5 Basic Mechanical Materials and Methods 3.09 CORE DRILLING, CUTTING AND PATCHING A. All core drilling, cutting and patching required for the installation of mechanical equipment as shown on the drawings and/or specified in Division 15, shall be the responsibility of this Contractor except where specifically stated otherwise. Conform to all requirements of Specification Sections Divisions One through Four. No cutting shall impair the structure without the written approval of the Architect/Engineer. Should structural repairs be required, they shall be made under the direction of the Architect/Engineer. B. All patching, including painting (where required) shall be performed by the Mechanical Contractor, unless otherwise noted. Conform to all requirements of Specification Sections Divisions One through Four. 3.10 EQUIPMENT ACCESSIBILITY A. The Mechanical Contractor shall locate all mechanical equipment, valves, cleanouts, fIre dampers, combination fIre/smoke dampers, etc. as required to allow access for servicing. The accessibility of all equipment shall be noted on the coordination drawings. Provide additional duct or pipe transitions, angles, and offsets as required. The addition of access panels in ceilings or wall required for servicing mechanical equipment because a reasonable attempt was not made to locate equipment in an accessible location, shall be the responsibility of the Mechanical Contractor. 3.11 WALL SLEEVES A. Exterior Wall Pipe Penetrations: Seal pipe penetrations through walls using sleeves and mechanical sleeve seals. Provide mechanical seals as manufactured by ThunderlineILink-Seal or equal. Provide seal types as recommended by the manufacturer appropriate for the installation. B. Interior Pipe Penetration: Provide schedule 40 pipe sleeves through concrete walls, floors, and partitions. Provide 20 gauge galvanized sheet metal sleeves at all other penetrations of walls, floors, partitions, and ceilings. Seal sleeves with special sealers and materials as prescribed in Division 7. C. Extend pipe sleeves in floors 2" above fmished floors in unfinished areas and 1/4" above finished floors in fmished areas. 3.12 FlRESTOPPING A. Provide frrestopping material for penetrations and sleeves that pass through walls and floors. Provide the frrestopping material that matches the frre rating of the wall or floor. B. Conform to the requirements of Section 07240 "Firestopping". END OF SECTION 15050 No. 062043 15050-6 Basic Mechanical Materials and Methods . .:':.io-. SECTION 15140 SUPPORTS AND ANCHORS PART 1: GENERAL 1.01 RELATED DOCUMENTS A. Requirements of the following Division 15 Sections apply to this section: 1. Section 15010 Basic Mechanical Requirements. 2. Section 15050 Basic Mechanical Materials and Methods. 1.02 SUMMARY A. This section includes the following: 1. Horizontal-piping hangers and supports. 2. Vertical-piping clamps. 3. Hanger-rod attachments. 4. Building attachments. 5. MisceUaneous materials. B. Related sections: The following sections contain requirements that relate to this section: 1. Division 5 Section "Metal Fabrications" for materials for anchoring piping systems to building structure. 1.03 DEFINITIONS A. Terminology used in this section is defmed in MSS SP-90. 1.04 SUBMITTALS A. General: Submit the following in accordance with conditions of contract and Division 1 specification sections. 1. Product data, including installaticn instructions for each type of support and anchor. Submit pipe hanger and support schedule showing Manufacturer's figure number, size, location, and features for each required pipe hanger and support. 2. Product certificates signed by the manufacturer of hangers and supports certifying that their products meet the specified requirements. 3. Welder certificates signed by Contractor certifying that welders comply with requirements specified under "Quality Assurance" Article. 4. Assembly-type shop drawings for each type of support and anchor, indicating dimensions, weights, required clearances, and methods of assembly of components. 5. Maintenance data for supports and anchors for inclusion in Operating and Maintenance Manual specified in Division 1 and Division 15 Section 15010 "Basic Mechanical Requirements". 1.05 QUALITY ASSURANCE A. Qualify welding processes and welding operators in accordance with A WS D 1.1 "Structural Welding Code - Steel". No. 062043 15140-1 Supports and Anchors B. Qualify welding processes and welding operators in accordance with ASME "Boiler and Pressure Vessel Code," Section IX, "Welding and Brazing Qualifications". C. Regulatory Requirements: Comply with applicable codes pertaining to product materials and installation of supports and anchors. D. NFPA Compliance: Hangers and supports shall comply with NFPA standard No. 13 when used as a component of a fIre protection piping systems. E. UL and FM Compliance: Hangers, supports, and components shall be listed and labeled by UL and FM where used for fIre protection piping systems. F. Nationally Recognized Testing Laboratory and NEMA Compliance (NRTL): Hangers, supports, and components shall be listed and labeled by a NRTL where used for fire protection piping systems. The term "NRTL" shall be as defined in OSHA Regulation 1910.7. PART 2: PRODUCTS 2.01 MANUFACTURED UNITS A. Hangers and support components shall be factory fabricated of materials, design, and manufacturer complying with MSS SP-58. I. Components shall have galvanized coatings where installed for piping and equipment that will not have field- applied fmish. 2. Pipe attachments shall have nonmetallic coating for electrolytic protection where attachments are in direct contact with copper tubing. 3. Use ofC-clamp type beam clamps, MSS Types 19 and 23, for attaching to structural memb~rs, are to be used only when installed with restraining straps designed by the hanger manufacturer for the purpose of restraining c-clamp hangers. 2.02 MISCELLANEOUS MATERIALS A. Steel Plates, Shapes, and Bars: ASTM A 36. B. Cement Grout: Portland cement (ASTM C 150, Type I or Type Ill) and clean uniformly graded, natural sand (ASTM C 404, Size No.2). Mix ratio shall be 1.0 part cement to 3.0 parts sand, by volume, with minimum amount of water required for placement and hydration. PART 3: EXECUTION 3.01 EXAMINATION A. Examine substrates and conditions under which supports and anchors are to be installed. Do not proceed with installing until unsatisfactory conditions have been corrected. No. 062043 15140-2 Supports and Anchors ;.r- I 3.02 INSTALLATION OF HANGERS AND SUPPORTS A. General: Install hangers, supports, clamps and attachments to support piping properly from building structure; comply with MSS SP-69 and SP-89. Arrange for grouping of parallel runs of horizontal piping supported together on field-fabricated, heavy-duty trapeze hangers where possible. Install supports with maximum spacings complying with MSS SP-69. Where piping of various sizes is supported together by trapeze hangers, space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe as specified above for individual pipe hangers. B. Install building attachments within concrete or to structural steel. Space attachments within maximum piping span length indicated in MSS SP-69. Install additional attachments at concentrated loads, including valves, flanges, guides, strainers, expansion joints and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten insert to forms. Where concrete with compressive strength less than 2,500 psi is indicated, install reinforcing bars through openings at top of inserts. C. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers, and other accessories. D. Field-Fabricated, Heavy-Duty Steel Trapezes: Fabricate from steel shapes selected for loads required; weld steel in accordance with A WS D-1.1. E. Support fire protection systems piping independently from other piping systems. F. Install hangers and supports to allow controlled movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends and similar units. G. Install hangers with the following minimum rod sizes and maximum spacing: Nom. Pipe Size - Inches Up to 3/4 I 1-1/4 1-1/2 2 2-II2 3 3-1/2 4 5 6 8 10 12 Steel Pipe Max. Span - Ft. 7 7 7 9 10 11 12 13 14 16 17 19 22 23 Copper Tube Max. Span - Ft. 5 6 7 8 8 9 10 11 12 13 14 16 18 19 Min. Rod Dia. - Inches. 3/8 3/8 3/8 3/8 3/8 1/2 1/2 II2 1/2 5/8 3/4 7/8 7/8 7/8 H. Load Distribution: Install hangers and supports so that piping live and dead loading and stresses from movement will not be transmitted to connected equipment. I. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes, and so that maximum pipe deflections allowed by ASME B31.9 Building Services Piping Code is not exceeded. 3.03 METAL F'ABRICA nON A. Cut, drill, and fit miscellaneous metal fabrications for pipe anchors and equipment supports. Install and align fabricated anchors in indicated locations. No. 062043 15140-3 Supports and Anchors B. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations. C. Field Welding: Comply with AWS Dl.1 for procedures of manual shielded metal-arc welding, appearance and quality of welds made, methods used in correcting welding work, and the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Finish welds at exposed connections so that no roughness shows after finishing, and so that contours welded surfaces to match adjacent contours. 3.04 ADJUSTING A. Hanger Adjustment: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. B. Touch-Up Painting: Cleaning and touch-up painting of field welds, bolted connections, and abraded areas of the shop paint on miscellaneous metal is specified in Division 9 section "Painting" of these specifications. C. For galvanized surfaces clean welds bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A 780. END OF SECTION 15140 No. 062043 15140-4 Supports and Anchors "t'; SECTION 15300 FIRE PROTECTION PART 1: GENJ<~RAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division Specification sections, apply to this section. B. The requirements of the following Division 15 Sections apply to this Section; 1. Section 15010 Basic Mechanical Requirements. 2. Section 15050 Basic Mechanical Materials and Methods. 3. Section 15140 Supports and Anchors. 1.02 SUMMARY A. This Section specifies automatic sprinkler systems for buildings and structures. Materials and equipment specified in this Section include: 1. Pipe, fittings, valves, and specialties. 2. Sprinklers. B. Products furnished but not installed include sprinkler head cabinet with spare sprinkler heads. Furnish to the Owner's maintenance personnel. C. Related Se>ctions: The following Sections contain requirements that relate to this Section: 1. Division 7 Section "Sealants and Caulking", for materials and methods for sealing pipe penetrations through basement walls and fire/smoke barriers. 2. Division 10 Section "Protection Specialties" for flIe extinguishers and extinguisher cabinets. 3. Division 15 Section 15190 "Mechanical Identification" for labeling and identification of flIe protection piping system and components. 4. Division 16 Section 16721 "Fire Alarm Systems" for alarm connections. 1.03 DEFINITIONS A. Pipe sizes used in this Specification are Nominal Pipe Size (NPS). B. Other defmitions for fire protection systems are listed in NFPA Standards 13, 14,20 and 24. C. Working Plans as used in this Section means those documents (including drawings and calculations) prepared pursuant to the requirements contained in most current adopted version of the International Building Code, the Uniform Fire Code, NFPA 13 and 14 for obtaining approval of the authority having jurisdiction. 1.04 SYSTEM DESCRIPTION A. Fire protection system is predominately a "Wet-Pipe" system employing automatic sprinklers attached to a piping system containing water and connected to a water supply system so that water discharges immediately from sprinklers opened by fire. No. 062043 15300-1 Fire Protection 1.05 WORK SCOPE A. Reconfigure existing fire protection areas as indicated on the drawings. Field verify the exact layout and pipe sizes of the existing system prior to submitting bid. All new systems shall be hydraulically calculated to the existing riser location. 1.06 SUBMITTALS A. Upon substantial completion of the system layout and hydraulic calculations, submit a reproducible drawing and one set of prints and calculations to the Engineer for review prior to completing the submittal. The Engineer will review the system layout and return a print marked to show changes required before the fmal submittal is made. B. The [mal shop drawing submittal shall be in accordance with the State Building Codes and shall include full size drawings of the complete piping and head layout indicating sprinkler zones, area hazard ratings, piping material, head types and method of hanging, hydraulic calculations for each zone, all product data, and welders certificates. The hydraulic calculations must prove the remote area for each zone. Submit supplemental calculations for all non- typical areas. C. Upon completion of the shop drawings, submit to the reviewing agencies for approval. The reviewing authorities may include the following: 1. State Fire Marshal 2. City/Local Fire Marshal 3. Health and Building Department D. Submit one set of shop drawings to the OWIler's insurance carrier. E. Submit seven (7) copies of the shop drawing submittal to the Engineer. Two (2) of the seven (7) copies submitted shall be stamped "approved" by each of the reviewing agencies. "Approved" copies submitted shall include copies of the agencies reviewer comments. F. Upon substantial completion of the project, submit contract closeout submittals to include two sets of as-builts drawings, operating and maintenance manuals, as-built hydraulic calculations, and "Material and Test Certificates" for above and below ground piping. G. As built hydraulic calculations must be submitted to prove remote area criteria is met with all included field modifications. 1.07 QUALITY ASSURANCE A. Installer Qualifications: Installation and alterations of fire protection piping, equipment, specialties, and accessories, and repair and servicing of equipment shall be performed only by a qualified installer. The term qualified means experienced in such work (experienced shall mean having a minimum of 5 previous projects similar in size and scope of this project), familiar with all precautions required, and has complied with all the requirements of the authority having jurisdiction. Upon request, submit evidence of such qualifications to the Architect. Refer to Division 15 Section: "Reference Standards and Definitions" for defmitions for "Installers". B. Qualifications for Welding Processes and Operators: Comply with the requirements of AWS DI0.9, "Specifications for Qualifications of Welding Procedures and Welders for Piping and Tubing, Level AR-3." C. Regulatory Requirements: Comply with the requirements of the following codes: 1. State Uniform Fire Code 2. NFP A 13 - Standard for the Installation of Sprinkler Systems. No. 062043 15300-2 Fire Protection . " 3. UL and FM Compliance: Fire protection system materials and components shall be Underwriter's Laboratories listed and labeled, and Factory Mutual approved for the application anticipated. 4. International Building Code with State amendments. 5. NFPA 14 - Standpipe Systems 1.08 SEQUENCING AND SCHEDULING A. Schedule rough-in installations with installations of other building components. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Subject to wmpliance with requirements, manufacturers offering fIre protection system products which may be incorporated in the work include the following: I. Grooved Mechanical Couplings: a. Victaulic Company of America b. Gruvlok c. Star Fittings d. Central Grooved Piping Products 2. Sprinkler Heads: a. Automatic Sprinkler Corp of America. b. Central Sprinkler Corp. c. Globe Fire Equipment Co. d. Guardian Automatic Sprinkler Co., Inc. l:. Gt:m f. Reliable Automatic Sprinkler Co., Inc. g. Star Sprinkler Corp. h. Viking Corp. 2.02 PIPE AND TUBING MATERIALS A. General: Refer to Part 3 Article "PIPE APPLICATIONS" for identification of systems where the below specified pipe and fitting materials are used. B. Steel Pipe: ASTM A 135, Schedule 40, seamless, black steel pipe, plain ends. C. Steel Pipe: ASTM A 135, Allied XL thinwall, seamless, black steel pipe, galvanized exterior, plain ends. D. Steel Pipe: ASTM A 135, ASTM-A568, Schedule 10, seamless, black steel pipe, plain ends. 2.03 FITTINGS A. Cast-Iron Threaded Fittings: ANSI B 16.4, Class 250, standard pattern, for threaded joints. Threads shall conform to ANSI B 1.20.1. B. Malleable-Iron Threaded Fittings: ANSI B 16.3, Class 300, standard pattern, for threaded joints. Threads shall conform to ANSI B 1.20.1. C. Steel Fittings: ASTM A 234, seamless or welded, for welded joints. No. 062043 15300-3 Fire Protection D. Grooved Mechanical Fittings: ASTM A 536, Grade 65-45-12 ductile iron; ASTM A 47 Grade 32510 malleable iron; or ASTM A53, Type F or Types E or S, Grade B fabricated steel fittings with grooves or shoulders designed to accept grooved end couplings. E. Grooved Mechanical Couplings: consist of ductile or malleable iron housing, a synthetic rubber gasket of a central cavity pressure-responsive design; with nuts, bolts, locking pin, locking toggle, or lugs to secure roll-grooved pipe and fittings. Grooved mechanical couplings including gaskets used on dry-pipe systems shall be listed for dry-pipe service. F. Cast-Iron Threaded Flanges: ANSI BI6.1, Class 250; raised ground face, bolt holes spot faced. G. Cast Bronze Flanges: ANSI BI6.24, Class 300; raised ground face, bolt holes spot faced. 2.04 JOINING MATERIALS A. Gasket Materials: thickness, material, and type suitable for fluid or gas to be handled, and design temperatures and pressures. 2.05 AUTOMATIC SPRINKLERS A. Sprinkler Heads: Glass bulb type, and style as indicated or required by the application. Provide quick response heads where required by code. B. Sprinkler Head Finishes: Provide heads with the following fmishes, coordinate with Architect and Owner: 1. Upright, Pendant, and Sidewall Styles: chrome plated in fmish spaces, exposed to view; rough bronze finish for heads in unfmished spaces llnd not exposed to view. Heads shall be equipped with guards where installed below 7'-0". 2. Semi-recessed Pendant Style: bright chrome, with bright chrome escutcheon plate; for use in all finished ceiling applications. 3. Dry Pendant Style: Rough brass, locate in walk-in freezers and coolers and other areas subject to freezing temperatures. C. Sprinkler Head Cabinet and Wrench: finished steel cabinet, suitable for wall mounting, with hinged cover and space for 6 spare sprinkler heads plus sprinkler head wrench. Provide a separate cabinet for each style sprinkler head on the project, and as indicated on the drawings. PART 3: EXECUTION 3.01 EXAMINATION A. Examine rough-in for fire equipment to verify actual locations of piping connections prior to installing. B. Do not proceed until unsatisfactory conditions have been corrected. C. Flow Test: Contractor to provide an updated flow test prior to design. 3.02 PIPE APPLICATIONS A. Install Schedule 40 or Allied XL steel pipe or equal with threaded joints and fittings for 1 Y2 inch and smaller. B. Install Schedule 10 steel pipe with roll-grooved ends and grooved mechanical couplings for 2 inch and larger. No. 062043 15300-4 Fire Protection J 3.03 PIPING INSTALLATIONS A. Locations and Arrangements: Drawings (plans, schematics, and diagrams) indicate the general location and arrangement of piping systems. So far as practical, install piping as indicated. 1. Devia1tions from approved "Working Plans" for sprinkler piping, require written approval of the authority having jurisdiction. Written approval shall be on file with the Architect prior to deviating for the approved "W orking Plans." B. Install spriIllkler piping to provide for system drainage in accordance with NFP A 13. C. Use approved fittings to make all changes in direction, branch takeoffs from mains, and reductions in pipe sizes. D. Install unions in pipes 2 inch and smaller, adjacent to each valve. Unions are not required on flanged devices or in piping installations using grooved mechanical couplings. E. Install flanges or flange adapters on valves, apparatus, and equipment having 2-1/2 inch and larger connections. F. Hangers and Supports: Comply with the requirements ofNFPA 13 and NFPA 14. Hanger and support spacing and locations for piping joined with grooved mechanical couplings shall be in accordance with the grooved mechanical coupling manufacturer's written instructions, for rigid systems. Provide protection from damage and where subject to earthquake in accordance with NFPA 13. G. Install test connections sized and located in accordance with NFPA 13 and local Authority with jurisdiction complete with shutoff valve. Test connections may also serve as drain pipes. H. Install pressure gauge on the riser or feed main at or near each test connection. Provide gauge with a connection not less than 1/4 inch and having a soft metal seated globe valve, arranged for draining pipe between gauge and valve. Install gag'~s to permit removal, and where they will not be subject to freezing. L Obstructions to sprinkler distribution pattern by permanent building components such as electric fixtures, ducts, pipes, unit heaters, partitions, enclosed spaces and small niches, etc. and which require additional heads to provide required coverage shall be the design and installation responsibility of this contractor, at no additional expense to the project. J. Piping shall be installed parallel to building components wherever possible and shall be concealed in walls and above ceilings unless indicated otherwise on the plans. K. Pipes passing through masonry or concrete walls/floors and smoke/frre rated walls/floors shall be provided with pipe sleeves set in place at the time of construction. Where core drilling is required, coordinate with structural engineer so as not to reduce the load carrying capacity of the structure. L. All piping shall be frrestopped when penetrating any frre or smoke rated wall. Firestopping shall be placed in steel sleeves which surround the pipe and are at least the length of the thickness of the wall. Firestopping materials may be any putty, tape, or pre-manufactured sleeve application that meets prevailing codes. Refer to Division 7: F irestopping. M. Where exposed piping passes through walls or ceilings, provide chrome escutcheons which completely cover the penetration. 3.04 PIPE JOINT CONSTRUCTION A. Welded Joints: AWS DIO.9, Level AR-3. No. 062043 15300-5 Fire Protection B. Threaded Joints: conform to ANSI B1.20.l, tapered pipe threads for field cut threads. Join pipe, fittings, and valves as follows: 1. Note the intemallength of threads in fittings or valve ends, and proximity of intemal seat or wall, to determine how far pipe should be threaded into joint. 2. Align threads at point of assembly. 3. Apply appropriate tape or thread compound to the external pipe threads. 4. Assemble joint to appropriate thread depth. When using a wrench on valves place the wrench on the valve end into which the pipe is being threaded. 5. Damaged Threads: Do not use pipe with threads which are corroded or damaged. If a weld opens during cutting or threading operations, that portion of pipe shall not be used. C. Flanged Joints: Align flanges surfaces parallel. Assemble joints by sequencing bolt tightening to make initial contact of flanges and gaskets as flat and parallel as possible. Use suitable lubricants on bolt threads. Tighten bolts gradually and unifonnly to appropriate torque specified by the bolt manufacturer. D. Mechanical Grooved Joints: cut or roll grooves on pipe ends dimensionally compatible with the couplings. E. End Treatment: After cutting pipe lengths, remove burrs and fIDS from pipe ends. 3.05 SPRINKLER HEAD INSTALLATIONS A. Use proper tools to prevent damage during installations. B. Install sprinklers centered or at Y4 points on ceiling tiles in lay-in acoustic ceilings. 3.06 SPRINKLER DRAINS AND TEST CONNECTIONS A. Provide test and drain connections as required by NFPA 13 for each system in building. Test connections for dry pipe systems shall be located at the most remote branch line. B. Discharge lines shall be piped to locations approved prior to fabrication and installation. When lines discharge to the building exterior, they shall terminate at grade level with a concrete splash block provided by this contractor at each location. 3.07 INSTALLATION OF VALVES A. Install valves in accordance with NFPA standards and/or the manufacturer's requirements. B. Fire Sprinkler Piping System: 1. General: comply with requirements ofNFPA 13, UBC Chapter 9, and this specification for installation offrre sprinkler piping materials. Install fire sprinkler piping products where indicated, in accordance with manufacturer's written instructions, and in accordance with recognized industry practices to ensure that frre sprinkler piping complies with requirements and serves intended purposes. 2. Coordinate with other work, including plumbing piping, duct work and electrical piping and equipment, as necessary to interface components of fire sprinkler piping properly. 3. Install drain piping at all low points of fire sprinkler piping. All auxiliary drains shall be piped so the drain valve are in a location acceptable to the Owner, in accessible, heated locations, without climbing or crawling. No. 062043 15300-6 Fire Protection .. ,~ LI 3.08 FIELD QUALITY CONTROL A. Flush, test, and inspect sprinkler plpmg systems in accordance with NFPA 13. Provide written witnessed documentation with four (4) copies sent to the engineer. B. Replace piping system components which do not pass the test procedures specified, and re-test repaired portion of the system. C. The sprinkler contractor shall be responsible for all associated damages due to failure of the piping system for required tests. 3.09 TESTING A. Pressure test sprinkler mains and lines with water in accordance with NFP A standards and this specification. Hydrostatic test shall comply with NFP A requirements (200 psi for 2 hours or 50 psi in excess of normal working pressures that exceed 150 psi) for all new and remodeled piping. B. Carry out a.ny additional tests required by the authorities having jurisdiction. C. If additional tests are required by an authority having jurisdiction, tests shall be made in the presence of each governing authorities authorized inspector, and certified by him. D. Perform tests before piping is concealed. 3.10 SYSTEM IDENTIFICATION A. Furnish and install permanent, plastic laminated, engraved signs identifYing the inspectors test connection and which zone they service. 3.11 DEMONSTRATION AND TRAINING A. Provide demonstration and training for the Owner's representatives in accordance with Division 1 Specification Section 01820. END OF SECTION 15300 No. 062043 15300-7 Fire Protection SECTION 15412 SANIT ARY DRAINAGE AND VENT SYSTEMS PART 1: GENE:RAL 1.01 RELATED DOCUMENTS A. Requirements of the following Division 15 sections apply to this section: 1. Section 15010 Basic Mechanical Requirements. 2. Section 15050 Basic Mechanical Materials and Methods. 3. Section 15140 Supports and Anchors. 4. Section 15190 Mechanical Identification. 5. Section 15250 Mechanical Insulation. 6. Section 15440 Plumbing Fixtures. 1.02 SUMMARY A. This Section specifies building sanitary drainage and vent piping systems, including pipe and pipe fittings, drainage piping specialties and drains. B. The following sections contain requirements that relate to this Section: 1. Division 2 for foundation drainage, trenching, and backfilling. 2. Division 15 Section 15010 "Basic Mechanical Requirements". 1.03 DEFINITIONS A. Building Drain: That part of the lowest piping of a drainage system which receives the discharge from soil, waste, and other drainage pipes inside the walls of the building and conveys it to the building sewer. 1. Sanitary Building Drain: A building drain which conveys sewage only. 1.04 SUBMITTALS A. Refer to Division 1 and Division Section 15010 "Basic Mechanical Requirements" for administrative and procedural! requirements for submittals. B. Product Data: Submit manufacturer's product data for the following products: 1. Floo:r drains. C. Quality Control Submittals: 1. Submit reports specified in Part 3 of this Section. 1.05 QUALITY ASSURANCE A. Comply with the following Codes and Standards: 1. Plumbing Code Compliance: Comply with applicable State Codes. 2. ASTM A 888: Standard Specifications for Hubless Cast Iron Soil Pipe and Fittings. 3. ASTM A 74: Standard Specifications for Hub and Spigot Cast Iron Soil Pipe and Fittings. No. 062043 15412-1 Sanitary Drainage and Vent Systems 4. ASTM C 564: Standard Specifications for Rubber Gaskets for Cast Iron Soil Pipe and Fittings. 5. ASTM C1540: Heavy duty shielded couplings for Hubless Cast Iron Pipe and Fittings. 6. CISPI301: Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste and Vent Piping Applications. 7. CISPI 310: Couplings for use in the connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications. 1.06 DELIVERY, STORAGE, AND HANDLING A. Store pipe in a manner to prevent sagging and bending. 1.07 SEQUENCING AND SCHEDULING A. Coordinate the installation of vents, flashing, and other roof penetrations. B. Coordinate flashing materials installation for roofmg, waterproofing, and adjoining substrate work. C. Coordinate the installation of drains in poured-in-place concrete slabs, to include proper drain elevations, installation of flashing, and slope of slab to drains. D. Coordinate with installation of sanitary sewer systems as necessary to interface building drains with drainage piping systems. PART2: PRODUCTS 2.01 MANUFACTURERS A. Manufacturer Uniformity: Conform with the requirements specified in Division 15, Section 15010 Basic Mechanical Requirements, under "Product Options." B. Subject to compliance with requirements, provide drainage and vent systems from one of the following: 1. Drainage Piping Specialties, including backwater valves, expansion joints, drains, trap primers, and vandal- proof vent caps: a. JosamMfg. Co. b. Smith (Jay R) Mfg. Co. c. Tyler Pipe; Subs. Of Tyler Corp. d. Zum Industries Inc; Hydromechanics Div. 2.02 PIPE AND FITTING MATERIALS A. Hubless cast-iron soil pipe. Conform to ASTM A888 and CISPI Standard 301, cast-iron soil pipe and fittings, with heavy duty couplings conforming to ASTM C 1540 and gaskets conforming to ASTM standard C 564. Pipe and fittings shall be marked with the collective trademark of the Cast Iron Soil Pipe Institute or receive prior approval of the Engineer. Joints shall be one of the following: Husky SD 4000, Clamp-all 125, or MG couplings conforming to ASTM A48/A48M. 2.03 FLOOR DRAINS A. General: Provide floor drains with cast-iron body, flashing flange and collar with inside caulk. B. All floor drains on grade shall be supplied with backwater valves unless otherwise noted. No. 062043 15412-2 Sanitary Drainage and Vent Systems 't. , C. General: Provide floor drains of size as indicated on drawings; and type, including features, as specified herein: (Typical units listed below are of Josam manufacture). D. Floor Drain Type FD-2: Coated cast iron combined floor drain and integral deep drum "P" trap with double drainage flange, weepholes, side outlet spigot connection, adjustable satin nikaloy round "Super-Flo" strainer with internal backwater valve. Josam Series No-30600-AJ. I. These drains are for use on grade in the kitchen. 2. Provide Josam Series No. 30600-E2-J floor drain with Nikaloy round funnel strainer with backwater valve. Field welded funnels on strainers are not acceptable. PART 3: EXECUTION 3.01 EXAMINATION A. Verify all dimensions by field measurements. Verify that all drainage and vent piping and specialties may be installed in accordance with pertinent codes and regulations, the original design, and the referenced standards. B. Verify all existing grades, inverts, utilities, obstacles, and topographical conditions prior to installations. C. Examine rough-in requirements for plumbing fIxtures and other equipment having drain connections to verify actual locations of piping connections prior to installation. D. Examine walls, floors, roof, and plumbing chases for suitable conditions where piping and specialties are to be installed. E. Review soil testing information provided to verify conditions are suitable for piping installations. F. Do not proc:eed until unsatisfactory conditions have been corrected. 3.02 PIPE APPLICATIONS A. Below GrOlmd: Install cast iron pipe and hubless fittings with stainless steel bands. 3.03 PREPARATION OF FOUNDATION FOR UNDERGROUND BUILDING DRAINS A. Grade trench bottoms to provide a smooth, fIrm, and stable foundation, free from rock, throughout the length of the pIpe. B. Remove unstable, soft, and unsuitable materials at the surface upon which pipes are to be laid and backfill with clean sand .;r pea gravel to indicated invert elevation. C. Shape bottom of trench to fit bottom Y2 of the circumference of pipe. Fill unevenness with tamped granular sand backfill. At each pipe joint dig bell holes to relieve the bell of the pipe of all loads, and to ensure continuous bearing of the pipe barrel on the foundation. 3.04 JOINING PIPES AND FITTINGS A. Cast-Iron Soil Pipe: Make compression joints and hubless joints in accordance with the recommendations of the CISPI Cast Iron Soil Pipe and Fittings Handbook, Chapter IV. 3.05 INSTALLATION A. Refer to Section 15050 "Basic Mechanical Materials and Methods", for general piping installation instructions. No. 062043 15412-3 Sanitary Drainage and Vent Systems B. Install supports and anchors in accordance with Section 15050 "Basic Mechanical Materials and Methods" and Section 15140 "Supports and Anchors", and the CISPI Handbook. C. Make changes in direction for drainage and vent piping using appropriate 45 degree wyes, half-wyes, or long sweep quarter, sixth, eighth, or sixteenth bends. Sanitary tees or short quarter bends may be used on vertical stacks of drainage lines where the change in direction of flow is from horizontal to vertical, except use long-turn tees where two fixtures are installed back to back and have a common drain. Straight tees, elbows, and crosses may be used on vent lines. No change in direction of flow greater than 90 degrees shall be made. Where different sizes of drainage pipes and fittings are connected, use proper size, standard increasers and reducers. Reduction of the size of drainage piping in the direction of flow is prohibited. D. Install underground building drains to conform with State Plumbing Code, and in accordance with the Cast Iron Soil Pipe Institute Engineering Manual and Handbook. Lay underground building drains beginning at low point of systems, true to grades and alignment indicated with unbroken continuity of invert. Place bel! ends of piping facing upstream. Install required gaskets in accordance with manufacturer's reconunendations for use of lubricants, cements, and other special installation requirements. Maintain swab or drag in line and pull past each joint as it is completed. E. Install building drain pitched down at minimum slope of 1/4" per foot (2 percent) for piping 3" and smaller, and 1/8" per foot (1 percent) for piping 4" and larger. F. Extend building drain to connect to sewer piping, of size and in location indicated for service entrance to building. Sewer piping is specified in a separate section of Division 2. 3.06 INSTALLATION OF FLOOR DRAINS A. Install floor drains in accordance with manufacturer's written instructions and in locations indicated. B. Install floor drains at low points of surface areas to be drained, or as indicated. Set tops of drains flush with finished floor. C. Set drain elevation depressed below finished slab elevation as listed below to provide proper slope to drain: Yz" :y." 1" 1-1/4" 1-1/2" RADIUS OF AREA DRAINED 5'-0" 10'-0" 15'-0" 20'-0" 25'-0" DEPRESSION D. Trap all drains connected to the sanitary sewer. E. Install drain flashing collar or flange so that no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes, where penetrated. F. Position drains so that they are accessible and easy to maintain. 3.07 CONNECTIONS A. Piping Runouts to Fixtures: Provide drainage and vent piping runouts to plumbing fixtures and drains, with approved trap, of sizes indicated; but in no case smaller than required by The Plumbing Code. B. Locate piping ronouts as close as possible to bottom of floor slab supporting fixtures or drains. No. 062043 15412-4 Sanitary Drainage and Vent Systems 3.08 FIELD QUALITY CONTROL A. Inspections I. Do not enclose, cover, or put into operation drainage and vent piping system until it has been inspected and approved by the authority having jurisdiction. 2. During the progress of the installation, notify the plumbing official having jurisdiction, at least 24 hours prior to the time such inspection must be made. Perform tests in accordance with State and Local code requir,ements in the presence of the plumbing official. a. Rough-in Inspection: Arrange for inspection of the piping system before concealed or closed-in after system is roughed-in, and prior to setting fixtures. b. Final Inspection: Arrange for a fmal inspection by the plumbing official to observe the tests specified below and to insure compliance with the requirements of the Minnesota Plumbing Code. 3. Reinspections: Whenever the piping system fails to pass the test or inspection, make the required corrections, and arrange for reinspected by the plumbing official. 4. Reports: Prepare inspection reports, signed by the plumbing official. B. Piping System Test: 1. Test fi)r leaks and defects all new drainage and vent piping systems and parts of existing systems, which have been altered, extended or repaired. If testing is performed in segments, submit a separate report for each test, complete with a diagram of the portion of the system tested. 2. Leave uncovered and unconcealed all new, altered, extended, or replaced drainage and vent piping until it has been tested and approved. Expose all such work for testing, that has been covered or concealed before it has been tested and approved. 3. In the absence of State or Local code requirements, the following minimum level of testing shall be performed. Drainage and Venting System Testing Procedures: a. Rough Plumbing: Except for outside leaders and perforated or open jointed drain tile, test the piping of plumbing drainage and venting systems upon completion of the rough piping installation. Tightly close 2111 openings in the piping system, and fill with water to the point of overflow, but not less than 10 feet head of water. Water level shall not drop during the period from 15 minutes before the inspection starts through completion of the inspection. Inspect all joints for leaks. The contractor shall pre-test the systems with air when necessary to avoid possible damage to finished materials and surfaces. b. Finished Plumbing: After the plumbing fixtures have been set and their traps filled with water, their connections shall be tested and proved gas and water-tight. Plug the stack openings on the roof and building drain where it leaves the building, and introduce air into the system equal to a pressure of 1 " water column. Use a "U" tube or manometer inserted in the trap of a water closet to measure this pressure. Air pressure shall remain constant without the introduction of additional air throughout the period of inspection. Inspect all plumbing fixture connections for gas and water leaks. 4. Repair all leaks and defects using new materials and re-test system or portion thereof until satisfactory results are obtained. 5. Prepare reports for all tests and required corrective action. No. 062043 15412-5 Sanitary Drainage and Vent Systems 3.09 ADJUSTING AND CLEANING A. Clean interior of piping. Remove dirt and debris as work progresses. B. Clean drain strainers, domes, and traps. Remove dirt and debris. 3.10 PROTECTION A. Protect drains during remainder of construction period, to avoid clogging with dirt and debris, and to prevent damage from traffic and construction work. B. Place plugs in ends of uncompleted piping at end of day or whenever work stops. END OF SECTION 15412 No. 062043 15412-6 Sanitary Drainage and Vent Systems SECTION 15995 PROJECT CLOSEOUT PART 1: GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provision of contract, including General and Supplementary Conditions and Division 1 specification sections, apply to this and all other sections of Division 15. B. This Section is Supplemental to Section 01700 (Project Closeout) of this Project Manual. 1.02 ADDITIONAL REQUIREMENTS OF THIS SECTION A. In addition to requirements of Section 01700 of this Project Manual, this Contractor(s) shall complete, sign and date the following. 1. Preliminary check list of inspection, test and start-up certifications prior to request for final inspection. Item Witnessed Date * Sanitary Waste and Vent System Pressure Test and Inspection Certification 2. Preliminary check list of items of required completion. Provide equipment submittals not received. Provide record documents. Provide maintenance manuals. Patch and caulk all wall and floor penetrations at piping and ductwork sleeves. Seal between sleeve and piping or ductwork as required by specifications. Provide sleeves at all piping and ductwork wall and floor penetrations. Clean up debris caused by mechanical work. Provide sprinkIer head cabinet with (6) six spare splinkler heads, and sprinkIer head wrench. Clean and flush piping systems and provide certification this has been performed. Pressure test piping systems and provide certification this has been performed. Provide escutcheons on all service piping, at wall, serving plumbing fixtures. Replace any plumbing fIXtures damaged. Furnish Owner training for all mechanical systems as described in specifications. Signature Date END OF SECTION 15995 No. 062043 15995-1 Project Closeout {~ ELECTRICAL TABLE OF CONTENTS Section No. Title Division Sixteen 16010 16050 16060 16110 16120 16135 16140 16170 16190 16452 16461 16470 16475 16477 16481 16515 16721 16770 16995 Basic Electrical Requirements Basic Electrical Materials and Methods Demolition Raceways Wires and Cables Cabinets, Boxes and Fittings Wiring Devices Circuit and Motor Disconnects Supporting Devices Grounding and Bonding Dry-Type Transformers Branch Circuit Panelboards Overcurrent Protective Devices Fuses . Enclosed Motor Controllers Interior Lighting Remodeled Fire Alarm Systems Remodeled Public Address Systems Project Closeout ELECTRICAL TABLE OF CONTENTS No. 062043 SECTION 16010 BASIC ELECTRICAL REQUIREMENTS A. The General Conditions of the Architectural Specifications, the Instructions to Bidders, Proposal Form and the Supplementail Mechanical and Electrical General Conditions are hereby incorporated in this division of the Specifications. B. Obtain all permits, licenses and certificates, engage utilities and pay all fees required. C. Provide all work included under this specification and drawings consisting of furnishing all labor and materials for a complete electrical installation. D. Comply with the following where applicable for all materials used and work performed: NEC ANSI ASTM IEEE IES NEMA NFPA UL ADA National Electrical Code American National Standards Institute American Society for Testing Materials Institute of Electrical and Electronics Engineers Illuminating Engineering Society National Electrical Manufacturers Association National Fire Protection Association Underwriters' Laboratories, Inc. American with Disabilities Act E. Comply with applicable state and local codes or ordinances for all materials and work performed. F. This document takes precedence over particular code requirements where the specifications call for construction in excess of minimum code requirements. G. Provide all minor items necessary to complete the installation. The term "provide" means to "furnish and install" complete. H. Visit the site during bidding and become familiar with all conditions surrounding the work. No additional cost will be allowed for items that could have been verified by a visit to the site. I. Provide offic:e, shop and storage space as is required for this operation. Make sure these facilities do not interfere with construction or constitute a hazard. Provide power to all contractors' trade construction trailers on this project as required. J. Submit shop drawings covering all major items of equipment for approval within fifteen days of award of contract. Carefully examine all shop drawings prior to submittal to the Engineer, and note any deviation from the Contract Documents. Sign and date the shop drawings by this Contractor. Do not place an order before shop drawings are reviewed by the Engineer. K. Perform fmal tests and adjustments on all equipment by this Contractor. Perform tests in such a manner as are required by industry standards and notify the Engineer in writing as to the results of these tests. L. Prepare and provide Owner with two (2) complete sets of shop drawings, wiring diagrams, and Operating, Maintenance and Warranty Data Manuals and instructions covering all electrical systems and equipment. Label and bind all sets in portfolio form. Provide information for all electrical equipment under this contract including: 1. Installation. 2. Test. 3. Operation. 16010-1 No. 062043 4. Operation, Maintenance and Warranty Data. 5. Repair. 6. Local service organizations mailing address, manager's name, and telephone number. M. The Engineer will accept any submittals for approval as equals during the bid period, if submitted in accordance with Division 1. N. Instruct Owner to use equipment and systems. O. This Contractor is referred to the Architectural, Structural and Mechanical plans and specifications. These plans and specifications are part of the Contract Documents, including the General and Supplementary Conditions and Division 1 Specification Sections, which apply to this and other Sections of Division 16. P. Do not perform electrical work which interferes with clearances required for general and mechanical construction. Should electrical work be installed where it interferes with the work of other trades, this contractor will be required to change such work at no additional cost to the Owner. Q. Carefully remove and handle with care to minimize damage to all existing materials and equipment noted or specified to be reused or relocated and stored on the site. Prior to reinstalling, thoroughly clean the existing equipment and replace any defective components. R. All existing materials or debris resulting from demolition operations shall become the property of the Contractor and shall be legally removed from the site. S. Provide a written guarantee to the Owner for materials and labor for a period of one (1) year after final completion of the work as evidenced by a final certificate of completion as issued from the ArchitectlEngineer. END OF SECTION 16010 16010-2 No. 062043 -'-~-,""""-:--- SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS A. The Electrical Contractor shall be responsible for the cutting and patching required for electrical work. Cutting may be performed by this Contractor. All patching and painting (where required) shall be performed by the General Contractor at the expense of the Electrical Contractor. Keep cutting and patching to a minimum which will allow proper placement of materials. Perform no such cutting that impairs the strength of the building structure. Employ workmen who are skilled tradesmen to do patch work in the particular trade(s) involved. Quality of workmanship must be the best. Restore structure and surfaces to a new condition or match existing adjoining work, using materials and: methods consistent with general construction requirements of the specification. B. Provide specification Grade electrical equipment unless noted otherwise. C. Identify all items of electrical equipment as indicated. Provide engraved plates. Provide laminated plastic nameplates fi)r disconnect and main switches, panelboards, terminal cabinets, motor starting/control equipment, etc. Nameplates to describe equipment by function, name and number. D. Equip each outlet with a 4" minimum square sectional type galvanized steel outlet box. E. Provide galvanized cast ferrous alloy boxes for outdoor and damp areas with gaskets and threaded hubs. F. Outlet heights indicated on drawings are to center of box unless noted otherwise. G. Provide and maintain a temporary light and power system for use by all trades in existing areas affected by remodeling. Comply with NBC, OSHA, NFP A, UL and all state and local codes and regulations for all work. Energy charges will be paid by the Owner. H. Contractor is responsible for maintaining the integrity of all fire rated barriers (walls, floors, etc.) pent:;trated by conduit, boxes, etc., installed under Division 16, to the satisfaction of the Architect/Engineer. I. The following procedures shall be used as dictated by project conditions: 1. Conduit penetration of floor slabs or concrete walls (poured of block) - Sleeve or core drill floor or wall, install conduit and seal penetration with UL rated sealing system capable of passing a test of the same duration of the wall being penetrated (refer to Code Plan) or as noted in the Architectural sections of the specifications. 2. Conduit penetration of sheet rock walls - Cut opening in wall, install conduit and plaster opening closed. 3. Wireway penetration of walls - Same materials as for conduit penetration of concrete walls and floors. J. Confirm exact rough-in locations and dimensions for connection to electrical items furnished by others. Secure shop drawings from those furnishing equipment. K. Verify exact location and/or mounting height of device openings on: 1. Above backsplash. 2. Tile wainscot. 16050-1 No. 062043 L. Provide black-white-black, laminated 1/8" thick plastic identification plates attached with self-tapping screws or suitable adhesive. Provide characters W' high (cut through the black to show the white of the plate) and centered symmetrically on the plates: 1. Provide labels as specified herein; describe item(s) controlled. 2. Manufacturers: Equal to Seton Nameplate Corporation, New Haven, Connecticut, or Trophy House, Minneapolis, Minnesota. M. When the electrical work is complete, thoroughly clean all affected existing panels, fixtures, switches, plates, receptacles, equipment, etc., installed as part of the contract. Clean up and remove from the job site, all dirt and debris due to his operations. Remove all construction tools and equipment from the job site. Provide an updated branch circuit directory (typed) for all affected existing panelboards. END OF SECTION 16050 16050-2 No. 062043 ! ' SECTION 16060 DEMOLITION A. Field verify existing conditions before bidding. Examine areas and existing conditions and verify that field measurements and circuiting arrangements are as shown on Drawings. B. Demolition Drawings are based on field observation and existing record documents. Report discrepancies to ArchitectlEngineer before disturbing existing installation. C. Perform all dectrical work required in existing areas to modify the existing electrical installation as indicated on the Drawings and as required by the specification. D. Existing outlets (lighting fixtures, receptacles, switches, signal system devices, etc.) shall remain installed and operationaltmless otherwise indicated. Fire alarm and security systems shall remain in operation at all times except for switchover work. Provide necessary temporary connections as required to retain operation of such systems. E. Where existling conduits terminate at an existing outlet in a wall, ceiling, or floor or other item to be removed, disconnect and remove device and wire from conduit and cap abandoned conduit. Provide blank cover plates or as noted on the drawings. F. Where existing circuits extend beyond the outlet in the existing wall, ceiling, or floor to be removed, provide new conduits and wire to either. Re-route the circuit or feed the remaining outlet(s) from another electrical source to maintain continuity but in such a manner as not to modify the original circuit fimction. Conceal all conduit unless noted otherwise. (Conceal in walls, ceilings, etc.). Where concealed conduit cannot be used, use surface wiremold painted to match color of adjacent wall surface. G. Where existing boxes and/or raceways are removed walls shall be repaired and refinished to match adjacent surfaces. H. The Contractor shall be responsible for disposing of the existing ballast and lamps slated for demolition. Ballasts and lamps removed under this contract for demolition shall be kept intact, boxed and delivered to a certified hazardous waste disposal services and lamps to a certified hazardous lamp recycle service. Provide Owner with proper documentation for this work. I. Thoroughly inspect before reinstallation, all used equipment that is to be reinstalled. Report any defects to the Engineer/ Arehitect in writing. Instructions for corrective measures will be given at the time. If no defects are reported, th~: equipment and materials shall be included under the Contractor's one year guarantee as outlined in Section 16010. J. The Electrical Contractor shall reVIew the electrical equipment III areas in which demolition work is to be performed. The Electrical Contractor shall submit a written list of items not working or broken to the architect/engineer. Upon completion of work, any electrical items not working or broken shall be the Electrical Contractor's responsibility to repair, unless previously noted on list prior to the start of demolition. If no list is submitted to the architect/engineer prior to the start of demolition, the Electrical Contractor shall be made responsible to provide all equipment in working order at the end of the remodeling. K. The Electrical Contractor shall remove existing low voltage cables in areas effected by the demolition works. Wh.en remodeling is complete, the Electrical Contractor shall reinstall low voltage cables and confirm all electrical devices are restored to original working conditions. END OF SECTION 16060 16060-1 No. 062043 SECTION 16110 RACEWAYS A. Provide 1/2" minimum size conduit; provide :y." minimum conduit for all home runs. B. Provide E.M,T. (Electrical Metallic Tubing) conduit on 2" conduit size runs or smaller, unless noted otherwise. C. Provide galvanized steel conduit (rigid, IMC, and EMT). D. Employ flexible metal conduit of spirally wound galvanized steel for dry locations, use only for flex whip connections to light fixture, and use liquid-tight spirally wound galvanized steel with an oil and sunlight resistant plastic jacket for wet locations. E. Use rigid steel conduit or IMC in wet locations, or as noted on the drawings. F. Employ steel, compression type connections and fittings for all E.M.T. G. Install a pull wire within all empty conduits. H. Use electrical metallic tubing in dry interior locations. I. Use flexible metallic electrical conduit in accordance with the National Electrical Code only for flex whip connections to light fixtures. J. Securely fasten all raceways in position with rust-proofed steel straps, clamps, hangers, and trapeze as applicable. Use raceway supports of the type designed for electrical raceway. Perforated iron strap and/or iron wire is not approved; do not use anywhere on the project. K. Conceal all conduit in walls unless noted otherwise. L. Run exposed conduit and raceway parallel and straight and true with the building lines. M. Use wiremold at interior surface locations painted to match color of adjacent walls where new conduit cannot be installed concealed. END OF SECTION 16110 16110-1 No. 062043 SECTION 16120 WIRES AND CABLES A. Provide all wires and cables. B. Building Wire: Copper, type THHN or XHHW with 600 volt insulation. Cables sized No.6 A WG and larger may be THW. Provide minimum size No. 12 A WG lighting and power circuit wire and minimum size No. 14 A WG control circui.ts wire. Provide special system cable of the type approved for the application and as indicated on the drawings. Provide wires and cables manufactured by Anaconda, Beldon, Cyprus, King, Phelps Dodge, Southwire, Standard, or approved equal. C. Install all wire and cable in raceway except as noted. Use wire pulling lubricant for No.4 A WG and larger wires. Color code conductors per industry standards. D. Make all splice joints for #10 AWG wire and smaller by use ofU.L. approved pressure connectors; 3M "Scotchlok, Ideal "Wing Nut", or approved equal. Make all taps and terminations for wire #8 A WG and larger with solderless connectors and solderless lugs. Wrap any splice requiring tape with a minimum of two half-lapped layers of 3M "Scotch" electrical tape #33 or #88. E. Provide all CiDnductors including grounding conductors as copper. F. Do not pull ,'Vires in conduit until the conduit system is complete and has been thoroughly swabbed out. Pull wires in conduit in such a manner as to avoid injury to insulation or conductor. END OF SECTION 16120 16120-1 No. 062043 SECTION 16135 CABINETS, BOXES AND FITTINGS A. Pull and Junction Boxes: Provide metal construction conforming to the requirements of the National Electrical Code (NEC), relative to the number and size of conduits entering the box with screw-on or hinged cover: 1. Manufacturers: Hoffman, Appleton, Crouse Hinds, or approved equal. B. Locate Pull and junction boxes above removable ceilings, or in electrical rooms, utility rooms or storage areas. Provide all boxes accessible and securely attached to building construction. Do not support boxes by conduit used to carry conductors. END OF SECTION 16135 16135-1 No. 062043 SECTION 16140 WIRING DEVICES A. Provide switches that meet the latest applicable Federal Specification W-S-896 and rated 20 amperes, 120-277 volts: 1. Manufacturers: Pass and Seymour Series 1220, Hubbell Series 1220, Leviton Series 1220, or approved equal by Arrow-Hart or General Electric. B. Provide receptacles that meet the latest applicable Federal Specification W-C-596, NEMA 5-20R, and rated 20 amperes at 125 volts: 1. Manufacturers: Pass and Seymour Series 5362A or approved equal by Arrow-Hart, General Electric, Hubbell or Leviton. C. Provide GFI ireceptacles where indicated: 1. Manufacturers: Pass and Seymour #2091-GRY or equal by Hubbell, Arrow-Hart or Leviton. 2. Where indicated to be weatherproof while-in-use cover, provide a Pass and Seymour #WP-26L-20 weatherproof while-in-use coverplate. D. Provide cove:rplates: Stainless steel with a smooth finish. E. Provide special purpose receptacles as required. Provide with matching coverplates. F. Provide receptacles and switches of gray in color. G. Install switches and receptacles straight and true with the building lines. Mount receptacles 18 inches to center above the floor in finished areas unless detailed otherwise. Mount switches 46 inches to center above the floor, unless detailed otherwise. Mount receptacles in unfinished areas 46 inches to center above the floor unless detailed otherwise. H. Engrave coverplates where indicated. Employ craftsman for engraving skilled in the trade. Make characters a minimum of ~;." high and filled in with black enamel paint. I. Submit shop drawings. END OF SECTION 16140 16140-1 No. 062043 SECTION 16170 CIRCUIT AND MOTOR DISCONNECTS A. Safety Switches: Provide heavy duty type with quick-make, quick-break operating mechanism, rejection type fuse clips, lockable full cover interlock and indicator handle. Rate switches as shown and as suitable for use as service equipment if required. Provide NEMA type enclosures for the area it is located in. 1. Manufacturers: General Electric, Square D, Westinghouse, or approved equal. B. Disconnects: Install as shown on the drawings and as recommended by the manufacturer. Label disconnects to indicate equipment served. C. Provide all switches of one make and manufacturer. D. Submit shop drawings. END OF SECTION 16170 16170-1 No. 062043 SECTION 16190 SUPPORTING DEVICES A. Raceway Supports: Provide clevis hangers, riser clamps, conduit straps, threaded C-clamps with retainers, ceiling trapeze hangers, wall brackets, and spring steel clamps. B. Fasteners: Provide types, materials, and construction features as follows: 1. Expansion Anchors: Carbon steel wedge or sleeve type. 2. Toggle Bolts: All steel springhead type. 3. Power-Driven Threaded Studs: Heat-treated steel, designed specifically for the intended service. C. Conduit Sealing Bushings: Provide factory-fabricated watertight conduit sealing bushing assemblies suitable for sealing around conduit, or tubing passing through concrete floors and walls. Construct seals with steel sleeve, malleable iron body, neoprene sealing grommets or rings, metal pressure rings, pressure clamps, and cap screws. D. Cable Supports for Vertical Conduit: Provide factory-fabricated assembly consisting of threaded body and insulating wl:dging plug for non-armored electrical cables in riser conduits. Provide plugs with number and size of conductor gripping holes as required to suit individual risers. Construct body of malleable-iron casting with hot-dip galvanized finish. E. U-Channel Systems: Provide 14 gauge steel channels, with 9/16-inch-diameter holes, at a minimum of 8 inches on center, in top surface. Provide fittings and accessories that mate and match with U-channel and are of the same manufacture. F. Coating: Protect supports, support hardware, and fasteners with zinc coating or with treatment of equivalent corrosion resistance using approved alternative treatment, fmish, or inherent material characteristic. Provide hot- dip galvanizl:d products for use outdoors. G. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Slotted Metal Angle and U-Channel Systems: a. Allied Tube & Conduit b. R.Line Systems, Inc. c. Unistrut Diversified Products 2. Conduit Sealing Bushings: a. Cooper Industries, Inc. b. KiIlark Electric Mfg. Co. c. General SignaVO-Z/Gedney. d. Raco, Inc. e. Thomas & Betts Corp. H. Fabricated Supporting Devices: 1. General: Shop- or field-fabricated supports or manufactured supports assembled from U-channel components. 2. Steel Brackets: Fabricated of angles, channels, and other standard structural shapes. Connect with welds and machine bolts to form rigid supports. 16190-1 No. 062043 3. Pipe Sleeves: Provide pipe sleeves of one of the following: a. Steel Pipe: Fabricate from Schedule 40 galvanized steel pipe. I. Provide supporting devices that fasten to electric components securely and permanently in accordance with NEC requirements. J. Coordinate with the building structural system and with other electrical installations. K. Raceway Supports: Comply with the NEC and the following requirements: 1. Conform to manufacturer's recommendations for selection and installation of supports. 2. Strength of each support shall be adequate to carry present and future load multiplied by a safety factor of at least four. Where this determination results in a safety allowance of less than 200 lbs, provide additional strength until there is a minimum of 200 lbs safety allowance in the strength of each support. 3. Provide individual and multiple (trapeze) raceway hangers and riser clamps as necessary to support raceways. Provide V-bolts, clamps, attachments, and other hardware necessary for hanger assembly and for securing hanger rods and conduits. 4. Space supports for raceways in accordance with NEC. L. Miscellaneous Supports: Support miscellaneous electrical components as required to produce the same structural safety factors as specified for raceway supports. Install metal channel racks for mounting cabinets, panelboards, disconnects, control enclosures, pull boxes, junction boxes, transformers, and other devices. M. Fastening: Unless otherwise indicated, fasten electrical items and their supporting hardware securely to the building structure, including but not limited to conduits, raceways, cables, cable trays, busways, cabinets, panelboards, transformers, boxes, disconnect switches, and control components. N. Low Voltage Wiring Supports: Where low voltage communication and data wiring is not installed in conduit or raceway, do not support from ceiling system supports; support per NEC. END OF SECTION 16190 16190-2 No. 062043 SECTION 16452 GROUNDING AND BONDING A. Equipment Grounding: Install insulated equipment grounding conductors where required by NFPA 70, including but not limited to: 1. Feeders and branch circuits. 2. Flexible raceway runs. 3. Armore:d and metal-clad cable runs. B. Conductor Materials: Copper. C. Connectors: Listed and labeled for the materials used. END OF SECTION 16452 16452-1 No. 062043 SECTION 16461 DRY-TYPE TRANSFORMERS A. General Transformer Requirements: 1. Description: Factory-assembled and tested, air cooled, ventilated enclosure units for 60-Hz service. 2. Cores: Grain-oriented, non-aging silicon steel. 3. Coils: Continuous windings without splices except for tops. 4. Internal Coil Cormections: Brazed or pressure type. 5. Coil MCI:terial: Copper. B. Energy Efficiency for Transformers Rated 15 kV A and Larger: 1. Complying with NEMA TP 1, Class 1 efficiency levels. 2. Tested according to NEMA TP 2. C. Electrostatic Shielding: Each winding shall have an independent, single, full-width copper electrostatic shield arranged to minimize interwinding capacitance. END OF SECTION 16461 16461-1 No. 062043 " ,; SECTION 16470 BRANCH CIRCUIT P ANELBOARDS A. Provide panelboards with lockable hinged steel door, adjustable trim clamps, door-in-door construction. 1. Manufacturers: Square D type NQOB, Cutler-Hammer, General Electric, Siemens-ITE or approved equal. B. Enclosures: Flush or surface mounted cabinets: Nema PB1, Type 1. C. Phase and Ground Busbar: Hard drawn copper, 98% conductivity. D. Conductor Connectors: Suitable for use with conductor material. E. Provide quick-make, quick-break, thermal-magnetic type circuit breakers fully rated to interrupt symmetrical short circuit current available at terminals. Minimum short circuit rating of 10,000 RMS amperes, or as indicated. F. Provide all multi-pole breakers with common trip; handle ties are not acceptable. G. Provide GFI type circuit breakers where required by code or indicated on drawings. H. Lighting and Receptacles Panelboards: 1. Doors: Concealed hinges, secured with flush latch with tumble lock. Keyed alike. 2. Main Overcurrent Protective Device: Circuit breaker. See panelboard schedule. 3. Branch Overcurrent Protective Devices: Bolt-on circuit breakers replaceable without disturbing adjacent units. I. Install plumb with top of panel board 6'-2" above the finished floor. J. Provide typed circuit directory listing circuit numbers, description of circuit and area of equipment served: 1. Label each new or remodeled panelboard with name, voltage, number of wires, and number of phases. K. Submit shop drawings. END OF SECTION 16470 16470-1 No. 062043 - -- ,--.-- SECTION 16475 OVERCURRENT PROTECTION DEVICES A. General: Provide overcurrent protective devices of types indicated. B. Fusible Switehes: Provide heavy duty type with quick make, quick-break, lockable full cover interlock and indicator handle and dead front in NEMA type enclosure. Provide short-circuit withstand capability of 100,000 RMS symmetrical amperes. Provide with fuses as indicated. Provide for switchboard in individual mounting where noted: 1. ManufaGturers: To match existing. C. Molded-Case Circuit Breakers: Provide molded-case circuit breakers of bolt-on type, of indicated frame type and trip rating and number of poles, RMS symmetrical amperes rating shall be equal to the rating of the existing and/or new panelboard the device is being installed in, quick-make and quick-break, switch duty rated (15 and 20 ampere units and 30,000 AIC for shunt-trip circuit breakers) and with instantaneous and inverse-time delay protection for each pole. Provide for panelboard or individual mounting as indicated. Provide ground-fault and shunt-trip type where indicated. 1. Manufal~turers: Square D, Cutler-Hammer General Electric, Siemens or approved equal. D. Submit Shop Drawings. END OF SECTION 16475 16475-1 No. 062043 SECTION 16477 FUSES A. Fuses: 1. Provide 1/10 ampere to 600 ampere general purpose fuses that are UL Class RK1 labeled: dual-element, time delay - 10 second time delay at 500% ampere rating. 2. Provide bolted-pressure switch fuses that are Class L, fast acting. 3. Provide fusible switch panelboard fuses that are Class RKl, time-delay. 4. Provide combination starter fuses that are Class RK.5, time delay, dual-element, and current limiting. 5. Provide combination starter fuses in motor control centers that are Class RK.5, time-delay, dual-element, and current limiting. 6. Provide switchboard fuses 60-600 amperes that are Class RK.1, time-delay and 601 amperes and above that are Class L, fast acting. 7. Provide for interrupting rating of 200,000 amperes RMS symmetrical. Acceptable manufacturers are Bussmann, Gould Shawmut Inc., or approved equal. Provide a minimum of three spare fuses for each new type and size used. B. Install fuses in accordance with manufacturer's instructions and as indicated on drawings. END OF SECTION 16477 16477-1 No. 062043 SECTION 16481 ENCLOSED MOTOR CONTROLLERS A. Provide all power connections to integral starting contactors on packaged mechanical equipment. Automatic control devices will be provided and installed by mechanical contractor. All control wiring and connections will be by Division 15 unless indicated otherwise. B. Manual Controller: NEMA ICS 2, general purpose, Class A, with "quick-make, quick-break" toggle or pushbutton action, and marked to show whether unit is "OFF," "ON," or "TRIPPED." 1. Manufilcturers: Square D Class 2510, Cutler-Hammer, General Electric, Siemens-ITE, Allen-Bradley or approved equal. C. Magnetic Controller: NEMA ICS 2, Class A, full voltage, nomeversing, across the line, unless otherwise indicated. D. Combination Magnetic Controller: Factory-assembled combination controller and disconnect switch. 1. Fusible: Disconnecting Means: NEMA KS 1, heavy-duty, fusible switch with rejection-type fuse clips rated for fuses. Select and size fuses to provide Type 2 protection according to IEC 947-4-1, as certified by an NRTL. 2. Non-fusible Disconnecting Means: NEMA KS 1, heavy-duty, non-fusible switch. E. Control Cirl;uit: 120V; obtained from integral control power transformer with a control power transformer of sufficient capacity to operate connected pilot, indicating and control devices, plus 100% spare capacity. F. Overload Relay: Ambient-compensated type with inverse-time-current characteristic and NEMA ICS 2, Class 10 tripping characteristic. Provide with heaters or sensors in each phase matched to nameplate full-load current of specific motor to which they connect and with appropriate adjustment for duty cycle. G. Enclosures: Flush- or surface-mounting cabinets as indicated. NEMA 250, Type 1, unless otherwise indicated. Outdoor locations shall be NEMA 250, Type 3R. H. Accessories: Pilot Lights and Selector Switches (HOA): NEMA ICS 2, heavy-duty type. I. Safety Switches: NEMA KS 1, heavy-duty, fusible or non-fusible. If fusible provide with rejection-type fuse clips rated for fuses. J. Install starters or combination starters as required. Size overload heaters to the measured load current. Identify each starter by a nameplate (label) to indicate the equipment controlled. K. Provide awliliary contacts for each starter as necessary to accomplish interlock sequence as described in the "Motor and Equipment Schedule". L. A service factor of 1.15 is assumed for fusible running current protection. M. Submit shop drawings. END OF SECTION 16481 16481-1 No. 062043 ,t.. SECTION 16515 INTERIOR LIGHTING A. Provide light fixtures of the types scheduled at each light fixture location shown on plan. Provide light fixtures complete with lamps, ballasts, all necessary accessories and mounting hardware, and compatible with ceiling or wall system they are installed on. B. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed fixtures. C. Fluorescent Fixtures: Comply with UL 1598. Where LER is specified, test according to NEMA LE 5 and NEMA LE 5A as applicable. D. Reflecting surfaces shall have minimum reflectance as follows, unless otherwise indicated: 1. White Surfaces: 85%. 2. Specular Surfaces: 83%. 3. Diffusing Specular Surfaces: 75%. 4. Laminated Silver Metallized Film: 90%. E. Plastic Diffusers, Covers, and Globes: 1. Acrylic Lighting Diffusers: 100% virgin acrylic plastic. High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. F. Electronic Ballasts for Linear Fluorescent Lamps: Comply with ANSI C82.11, instant~start type, unless otherwise indicated, and designed for type and quantity of lamps served. Ballasts shall be designed for full light output. Provide universal 120/277V ballasts. 1. Sound Rating: A. 2. Total Harmonic Distortion Rating: Less than 10%. 3. Transient Voltage Protection: IEEE C6241, Category A or better. 4. Operating Frequency: 42 kHz or higher. 5. Lamp Current Crest Factor: 1.7 or less. 6. BF: 0.85 or higher. 7. Power Factor: 0.93 or higher. G. Intemal-Typl: Emergency Fluorescent Power Unit. Self-contained, modular, battery-inverter unit, factory mounted within lighting fIxture body and compatible with ballast. Comply with UL 924. 1. Emergency Connection: a. Operate 1 linear fluorescent lamp(s) continuously at an output of 1100 lumens each. Connect unswitched circuit to battery~inverter unit and switched circuit to fixture ballast. b. Operate 1 compact fluorescent lamp(s) continuously at an output of 300 (750) lumens each. Connect unswitched circuit to battery-inverter unit and switched circuit to fIxture ballast. 16515-1 No. 062043 2. Test Push Button and Indicator Light: Visible and accessible without opening fixture or entering ceiling space. a. Push Button: Push-to-test type, in unit housing, simulates loss of normal power and demonstrates unit operability. b. Indicator Light: LED indicates normal power on. Normal glow indicates trickle charge, bright glow indicates charging at end of discharge cycle. 3. Battery: Sealed, maintenance-free, nickel-cadmium type. 4. Charger: Fully automatic, solid-state, constant current type with sealed power transfer relay. H. Internally Lighted Exit Sign: Comply with UL 924; for sign colors, visibility, luminance, and lettering size, comply with authorities having jurisdiction. 1. Lamps for AC Operation: LEDs, 70,000 hours minimum rated lamp life. I. Self-contained Emergency Lighting Units: Comply with UL 924. 1. Battery: Sealed, maintenance-free, lead-acid type. 2. Charger: Fully automatic, solid-state type with sealed transfer relay. 3. Operation: Relay automatically turns lamp on when power supply circuit voltage drops to 80% of normal voltage or below. Lamp automatically disconnects from battery when voltage approaches deep-discharge level. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger. 4. Test Push Button: Push-to-test type, in unit housing, simulates loss of normal power and demonstrates unit operability. 5. LED Indicator Lights: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. J. Lamps: 1. T8 Rapid-Start, Low-Mercury Fluorescent Lamps: Rated 32 W maximum, nominal length 48 inches (1220 mm), 2800 initial lumens (minimum), CRI 75 (minimum), color temperature 4100 K, and average rated life 20,000 hours, unless otherwise indicated. END OF SECTION 16515 16515-2 No. 062043 SECTION 16721 REMODELED FIRE ALARM SYSTEMS A. Provide an extension from the existing fire alarm system. Provide new addressable fire alarm devices where indicated. B. System modifications and extension work includes devices such as area heat and smoke detectors, duct smoke detectors, audible/visual horn strobes, wiring, etc. and as indicated on the drawings. C. Program or :reprogram the fire alarm control panel and certify the new work using the services of the manufacturer's representative or other approved agency. D. Provide new devices as indicated on plan to match existing. Provide wiring to meet codes including plenum when required. E. All devices shall match existing system. F. Testing: 1. Prior to the start of any demo work perform a complete test of the existing system and provide a written report of the result listing any components that are found questionable. Submit this report with the shop drawings. 2. Provide a written fmal test report on the completed system to the architects/engineers upon completion of the work. END OF SECTION 16721 16721-1 No. 062043 SECTION 16770 REMODELED PUBLIC ADDRESS SYSTEMS A. Provide an extension to the existing public address system as noted herein and as shown on the drawings. B. System modifications and extension work includes: new speakers and mounting hardware; wiring, etc. and as indicated on the drawings. C. Provide all new round, low profile ceiling tile installation speakers as follows: 1. Soundolier T95-8 back box or approved equal. 2. Soundolier 81-8 tile bridge or approved equal. 3. Soundolier C I 0 speaker with transformer with taps at Y2, I and 2 watts or approved equal. 4. Soundolier T51-8 round white steel baffle or approved equal. D. Provide wire: and cable to speakers as follows: I. Conductors no smaller than 18 gage. Use jacketed shielded untinned solid copper conductors. 2. Use plenum rated cable. 3. Provide shielding of 34 gage tinned soft copper strands formed into a braid or approved equivalent foil type. Provide shielding coverage on the conductor not less than 60 percent. 4. Providl~ paired cables with plastic jackets for cable not indicated to be in metal raceways. Provide plenum rated where installed in air plenum ceilings. E. Cable Manufacturers: 1. West Penn. 2. Belden. 3. Comscope. F. Testing: I. Prior to the start of any demo work, perform a complete test of the existing system and provide a written report of the results, listing any components that are found questionable. Submit report with shop drawings. END OF SECTION 16770 16770 -1 No. 062043 SECTION 16995 PROJECT CLOSEOUT A. Drawings and general provisions of the Contract apply to this and all other Sections of Division 16. B. Provide a checklist of project completion including but not limited to the following: I. Shop drawings for all equipment called for in each section (light fixtures, electrical equipment, fire alarm equipment, sound, etc.). 2. Testing of required installations. 3. Touch-up painting. 4. Record drawings. C. Turn over Maintenance, Operating and Warranty Data Manuals to Owner in 3-ring binders. D. In addition to requirements of Section 01700 of this Project Manual, complete, sign and date the following. 1. Preliminary checklist of items required for project completion: a. Provide Operating, Maintenance and Warranty Data Manuals as per Division 1 (01700) and Section 16010. b. Provide equipment submittals not received. c. Provide As-built Drawings in reproducible form as per Section 16010. d. Provide Shop Drawings as indicated in the following specification sections: 16170 Circuit and Motor Disconnects 16470 Panelboards 16481 Motor Controllers 16515 Lighting Fixtures and Lamps 16721 Remodeled Fire Alarm Systems 16770 Remodeled Public Address Systems e. Provide test results for all testing as indicated in the following specification sections. 16470 Panelboards 16475 Overcurrent Protective Devices 16721 Remodeled Fire Alarm Systems f. Provide guarantees/warranties as specified. g. h. Provide typed Panelboard Schedules. Provide labeling and nameplates of equipment as specified. 1. Verify and coordinate fire alarm detection device types and quantities with local official. J. Provide touch-up painting to match original on all equipment scratched during installation. k. Clean all lighting fixtures and equipment and remove all stickers. I. Clean-up debris caused by electrical work. 16995-1 No. 062043 Wold Architects and Engineers Project: Commission No.: Date: Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 Name Contractor Company Contractor Street Address City, State, Zip Code Contractor's Signature Date END OF SECTION 16995 16995-2 No. 062043 ~':... ':.\'" - U~ ;!~ I ~ ~[> ! ! o ~ ~ ~ ~ 'f', I I " ~ o I ~ o 0 i$ i$ fu til .. 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I ~01\" ........................................,.....i : :... .". ... .., ... ,., ... .., ... .., ,., .., .., ...' ... ... ,., '" ... ,..; rilllS lU~ tj~s~ ~I~J2~ !"~-~ (')_t'""~ o ~ Cl m~ .... iU VI a a :! ~-.~ ~. .~~ -"-k V - ,~ ~~I ~ U'I!ZlJiOOlJ~ (j\ ~U'I~f!!~933: ~ rTI~O)>9Jil~ 9J 3:riO-l:tO:x:: )> U'I~~~!Z~~ r ~;:ttIl-im)>('\ 5 oOGOCU'I~ -l ~z,,~~~ rn ~~~~~o~ -l@;;tix....ffi~ ~~~~~93~ VI m-l <-I ~cj~o~~o ('\ ('\ZO....iO mil-l~o~~ !Z~O::t:iO~)> ~6~~8iUF ~mp~~~ o OAlC' , " 7\ ('\ cj ~ . ~ o en S ~ > ~ "" a-;: l;~!~ J'" Q tIl 2; "!l >-i ~V\ ~ z H~~~~~ J:'J:'~;;1e~ ... ... 0 i:I ttl ~~~lllIZO ~~'-" ~~ '" ~:::I 'C ; III :::l t-~ S ~ e Q . I I I I I I I I I I I I I I I I I I I DETAIL OF CONSTRUCTION WOLD ARCIIlJ'ECTS AND ENGINEERS welD 385 ST. PETER STREET ST.PAUL,MN 55U12 FAX: 6S1.n3.5lI46 TEL: 65U17.7773 . ABBREVIATIONS . . ELEV Elevation (Bldg.) Elevator GST Glazed Structural Tile ENAM Enamel GYP BO Gypsum Board ENT Entrance EQ Equal H EQUIP Equipment H Hardener ETC Et Cetera EW Each Way HC Hose Cabinet EWC Electric Water Cooler HCAP Handicapped EXH Exhaust HOBO Hardboard EXIST Existing HOW Hardware EXP Exposed HDWD Hardwood EXT Exterior HM Hollow Metal HORIZ Horizontal F HP High Point HR Handrail or Hour FA Fresh Air HS Handset FB Face Brick HT Height FD Floor Drain HYD Hydrant FDN Foundation FE Fire Extinguisher I FFAS Floor Finish As Scheduled FFE Finished Floor Elevation I Inside Diameter FHS Flat Head Screw IF Inside Face FIN Finish IH Intake Hood FlXT Fixture IN Inch FL Floor Or Float INSUL Insulation FLRG Flooring !NT Interior FR Frame or Fire Rated INV Invert FRMG Framing FRP Fiberglass Reinforced Panel J FS Full Size JAN Janitor Fr Foot or Feet JST Joist FrG Footing IT Joint FURR Furring G K KPL Kick Plate G Gas KD Knock Down GBLK Glazed Concrete Block KO Knock Out GA Gauge GALV Galvanized L GB Grab Bar GC General Contractor LAB Laboratory GEN General LAM Laminated GI Galvanized Iron LAV Lavatory GL Glass or Glazing LB Pound GL BLK Glass Block LH Left Hand GW-LAM Glue l.aminated LLH Long Leg Horizontal GPM Gallons Per Minute LLV Long Leg Venical GR Grade LOC Locate GRV Gravity Roof Ventilator LP Low Point Printed 412B12006 SUBJECT: GENERAL - ABBREVIATIONS EB DATE: 4/28/2006 COMMISSION NO: 062043 REVISIONS: RI-V DATE: I DETAIL OF CONSTRUCTION I rnglD I . I LWCB I M I MBD MIS MACH MAS MATL MAX MECH MED CAB MEMB MET MEZZ MFR MH MIN MIR MISC MLDG MM MO MTG MUL I I I I I N N NIC NO NOM NSF NTS I I o I OA OBS OC OD OF OH OHM OPG OPP OS OZ I I I p Printed 41281200<, ABBREVIATIONS Lightweight Concrete Block PBD PLAM P.TlLE PART PC PERF PL PLGL PLAS PLBG PLYW'D PNL POL PORT C PROJ PROP PROT PRV PT(D) PTD PTDIR PVMT WOLD ARCHrn:crs AND E/IIGINEERS 305 sr. PETER STREET sr. PAUL, MN 55102 FAX: 651.223.5646 TEL: 65UZ1.7773 . . Markerboard Mirror with Shelf Machine Masonry Material Maximum Mechanical Medicine Cabinet Membrane Metal Mezzanine Manufacturer Manhole Minimum Mirror Miscellaneous Moulding Miscellaneous Metal Masonry Opening Mounting Mullion Q QT Quany Tile North Not in Contract Number Nominal Non-Slip Flooring Not to Scale R Peg Board Plastic Laminate Porcelain Tile Partition Putty Coat Perforated Plate Plate Glass Plaster Plumbing Plywood Panel or Panelling Polished Portland Cement Projection Property Protective Power Roof Ventilator Paint( ed) Paper Towel Dispenser Paper Towel Dispensor & Receptor Pavement Riser or Radius Return Air Radiation. Radiator Reinforced Concrete Pipe or Reflected Ceiling Plan Roof drain Redwood Recessed Refrigerator Reinf. Concrete Reinforced! ing) Required Resilient Reverse( d) Rubber Floor Tile Right Hand tlr Relief Hood Room Rough Opcnmg Rough Slah Rubber Tile llr Tread Rubber Roof Vent Rain Water I.eader I Overall Obscure On Center Outside Diameter Outside Face Overhead Overhead Motorized Opening Opposite Overtlll\\ Scupper Ounce R RA RAD RCP RD RDWD REC REF REIN CONC REINF REQD RES REV RFf RH RM RO RS RT RUB RV RWL SUBJECT: GENERAL - ABBREVIATIONS DATE: 4/28/2006 COMMISSION NO: 062043 REVISIONS: REV DATE: @ I I DETAIL OF CONSTRUCTION I rnglD I I . ABBREVIATIONS TYP s S South or Sink U SBLK Sound Block UH SST Stainless Steel UNFIN SA Supply air UNO SCHED Schedule UR SD Soap Dispenser URSCR SECT Section UV SF Sand Float SH Sheet or Sprinkler Head V SHLVG Shelving SIM Similar V PLAS SLOS Solid Surfacing VAC SLNT Sealant VAT SLR Sealer vcr SND Santiary Napkin Dispenser VENT SNR Sanitary Napkin Receptor VERM SOO Slab on Grade VERT SQ Square VEST SRF Seamless Resilient Roor VT SS Service Sink VTR ST Steel VWC STD Standard VWF STOR Storage STRUCT Structural W SUSP Suspended W SW Switch WI SYM Symmetry or Symmetrical W/O T WC WO T Tread WOW TANDB Top and Bottom WF T ANDG Tongue and Groove WG TBD Tack Board WH 18 T 0\.\'1:1 Bar WI IDE Top of Deck Elevation WP TEL Telephone WR TEMP Tempered, Temporary WSCT TERR Terrll7J.o WSP TF Troweled Finish WT TFE Top of Footing Elevation WWF TH Tcstl-ll.le THRES Threshold y TL T PTN Toilet Partition TO MAS T lip of Masonry YO TOS Top of Steel TPH -I nilet Paper Holder TV -1 clev i~ion Printed 4/28120'-,<> I I I I I I I I I I I I I WOLD ARCHJTECIS AND ENGINEERS 305 ST. PETER STREET ST. PAUL. MN 55101 FAX: 651.1%3.5646 TEL: 651.117.7173 . . Typical Unit Heater Unfinished Unless Noted Otherwise Urinal Urinal Screen Unit Ventilator Venniculite Plaster or Veneer Plaster Vacuum Vinyl Abestos Tile Vinyl Composition Tile Ventilator Vermiculite Vertical Vestibule Vinyl Tile Vent Through Roof Vinyl Wall Covering Vinyl Wall Fabric West or Wire With Without Water Closet Wood Window Wall Fabric. Wide Flange (Steel) or Wash Fountain Wire Glass Water Heater or Weep Hole Wrought Iron Waterproofing Water Resistanl Wainscot Weatherstrip Weight or Wall Tile Welded Wire Fabric Yard I I SUBJECT: DATE: REVISIONS: (;ENERAL - ABBREVIATIONS 4/28/2006 COMMISSION NO: 062043 REV DATE: 6B I I I I I I I I I I I I I I I I I I I UJOLD . rARnf GONGRETE MA50tRf METAL. HOOD STONE IN5U..ATION DETAIL OF CONSTRUCTION ST.PAUL,MN ELGIN, It TROY, MI DENVER, CO ITrrillIDonIrID ILLINOIS OFFICE WOLD ARCHITECTS AND ENGINEIRS 25 SOUTH GROVE AVENUE, Sum 500 ELGIN, .ILLINOIS 60120 TEL: 847.608.2600 FAX: 847.608.2654 . D DODDODD~1bO: DD o'-J D 1'000 DDD OD GRANULAR FILL ;. ':.:... .....:..;. r:.o .. ~ .~O' 0 '. .. Ov.. 9. :.." I 0'.. . o. 0.1:) . b TOPPING v/~ ~ ~ . [' . . I . '. . .. . .... .O'. ..' ...... ". '.... ': .... ".. . . . .. ..... . . ...... "0' ." "eo.. .... ..... SAND : :0':0 ".0' "0 ..' ." . '. <<Q' '0. ; . ..' .- 0 0:-:-' :-:-0'. WIRE MESH LIJ SMALL 5c.ALE ...... .....y., "" . /. .' . '" . "....j. "'/' '. PARTICLE BOARD EARTH ROCK ..~ :0::0 "...0' - .....:0 . .o~ ; ." .. ~ .-00.. .:. 0'. ~ .~p'!>, '. .. Ov.. C?.. 0'. . 0'0 '0 . . b TERRAZZO CONCRETE BLOCK BRICK WA~ FERROUS ALUMINUM GLA'( TILE OTHER @><3 ~ ~~~ NOMINAL WITH SIZE FINISHED PL ,(WOOD ~ ~%i1 ~~~~=~~ MARBLE GUT STONE f" ,\~ r'\./'~ BATT RIGID SUBJECT: GENERAL SYMBOLS DA TE: 4/28/06 HEVISIONS ~ 5LA TE ~ ..;. 1)1) od .l'Oo~ 0 a- 00 t8 0 GRANULAR: LOOSE COMMISSION NO: 062044 REV. DATE '> \1'>D7'9IE5YESTI"lOOOI062044\DETAD. \11OO5VI't; LING 0 41281200fJ 0 13,13.'-5 () PAl,. @ I I I I I I I I I I I I I I I I I I I UJOlD . PARmlONS MI5GB.l.AIEOUS DETAIL OF CONSTRUCTION ST. P AU!., MN ELGlN, IL TROY, MI DENVER, CO VJJJJA METAL STUD P7//)))7/1 BRIC,K & BLOC,K ~ ~ IJ GLAZED OPENING CERAMIC, TILE PLASTER PRECAST CONCRETE SUBJECT: GENERAL SYMBOLS DATE: 4/28/06 REVISIONS I~ St'\.1StT119\13J'ES'll"OOD\( .&2044\l.'t' AI: \t100bDl"t7 . ~~ HOOD STUD ~ CLAY TILE I - . . ~ I ,6.. :.. ",':. . .d.. ~ .. ~ . . ". . . . .' 11-. ~~ .. CONCRETE QUARRY TILE o o o o o ON METAL LATH GYPSUM TILE COMMISSION NO: 002044 REV. DATE ,-1Ne.. () 4J2fJ/2OOb 0 a.'IO~28 0 PALl ILLINOIS OFFICE WOLD ARCHITECTS AND ENGlNEllIS 25 SoUTH GROVE AVENUE, SUITE 500 ELGlN,ILLENOIS 60120 TEL: 847.608.2600 FAX: 847.608.2654 . V////////l MASONRY v;/;;/;/1 CAVITY HALL 10000001 GYPSUM TILE = AGOUS TIC TILE GLASS @ I I I I I I I I I I I I I I I I I I I DETAIL OF CONSTRUCTION ILLINOIS OFFICE WOLD ARCHITECTS AND ENGlNElIlS 25 SOUTH GROVE A VllNUE, SUITE 500 ELGIN,ILLlNOIS 60120 TEL: 847.608.2600 FAX: 847.608.2654 rnglD ST. PAUL, MN ELGIN, IL TROY, MI DENVER, CO . . . DETAIL BOOK DETAIL REFERENCE ~ DETAIL NO. ELEVATION QY SEe TION NO. -$- MAJOR WALL & BLDG. SECTION REVISIONS & ROOM NUMBER GElLING HEIGHT {Al02} 8'-8N I~I GRIDS DOOR OR WDW. SWING & NO. BORROWED II II INTERIOR ~DETAIL NO. LIGHT A102L ELEVATIONS 4-5 SEG TION NO. D OPENINGS I::.~> ..' =:1 HINGE SIDE - - ., DEPRESSIONS OR AS NOTED @ WALL TYPES * LARGE SHEET DETAIL REFERENCE EXTERIOR WINDOWS @ NOTES, DIMENSIONS Q NOTES APPLY & DETAIL KEYS APPL Y STOREFRONT @) 4-1 FROM NOTED DETAIL CURT AINWALL @) MARKERBOARDS, 4> LOUVER @ T ACKBOARDS, MAP RAILS SUBJECT: GENERAL - SYMBOLS DATE: 4/28/06 REVISIONS D COMMISSION NO: 062044 REV. DATE @ So \J5D71<N." _"''<J'oI'WVOO\062043\DETAIL \11OO7.Dt'6 lDlC. 0 412812006 0 B,b,:;4 0 PN: I I I I I I I I I I I I I il I I I I I DETAIL OF CONSTRUCTION WOLD ARCBITECJS AND ENGINEERS welD 30S ST. PETER STIU:ET ST. PAUL, MN 55102 FAX: 651.113.5646 TEL: 651.117.7773 . . . MATERIAL FINISH! COLOR SCHEDULE Specification Section Item Product Specified Finish/ Color 07900 Joint Sealants & Caulking 1 Sealant Tremco Color: As selected by Architect from Fastpak color line 09300 Tile 1 Quarry Tile American Olean Color: Canyon Red QO 1 2 Grout HB Fuller Color: #915 Light Smoke 09650 Resilient Flooring 1 VCT 1 Armstrong Texture: Armstrong Imperial; Color: #51830 "Cottage Tan" 09900 Paint 1 PT#l Sherman Williams Color: Pure White SW #7005 16515 Lighting Fixtures I Fixture types A, AI, A2 2x4 Manufacturer's standard white trim Printed 412BI2()(l(, SUBJECT: MATERIAL FINISHI COLOR SCHEDULE DATE: 4/28/2006 COMMISSION NO 062043 REVISIONS: REV DATE: 6B I I I I I I I I I I I I I I I I I I I DETAIL OF CONSTRUCTION WgtO ST.PAUL,MN ELGIN, IL TROY,MI DENVER, CO MINNESOTA OFFICE WOLD ARCHITECTS AND ENGINEERS 305 ST. PETER STllElIT ST.PAUL,MINNJlSOTA 55102 TEL: 65I.227.7773 FAX: 651.223.5646 . . . DRY PAc.K UNDER ADJAc.ENT 1/ Y BEAMS. TYP. t'') C .EXISTING GLUE-LAM BEAM { ..../: I /' : 1./ 1 ... .... ... M .... .... ... ... '" ." ... ... .... .... ... ... L..'.... ... .,..... .... ... ... ... .... ..... .... ... .., <3 UJ VT ~ /: ~ .// ~ { .J' . l .' . - - i..L"- - ~ -- ! /"'1 ~//..../ I ! ./ ! ./: ! .......... ! t../o' ~ --,---:- - I ....~ I ./~ ~ ".. : ~./ :- . . K." no .w .....,... ... SIMPSON STRONG TIE LlJS2b- 2 HANGER. lYP <3 UJ EXISTING BLOCK WALL BaOH NEW c,QNDENSING UNIT u-I ALIGN NEW JOISTS BELOW GURB OF UNIT DOUBLE 2 X b JOIST ...:>~"",,,,,"""~"j .... --, ..- -" r .... '- ....,. ..... ". . ......; // i ,/ : V 1 ~ ....-: '..w - - - -NOTE: LOGA TE CONDENSING UNITS GENTERED BETHEEN EXISING WOOD BEAMS. AND DIRE(, TL Y OVER MASONRY WALL BELOW. DO NOT PLAGE GONDENSING UNITS IN SAME STRUC TURAL BAY. EQ EQ ct. CONDENSING UNIT FRAJv1ING PLAN 1/2"= t'-o" SUBJECT: EXTERIOR WALLS DATE: 4/28/06 REVISIONS D COMMISSION NO: Ob2043 REV. DATE Ei9 S1~_~204~\;"')frp.::\'~'-OO'~ I I I I I I I I I I I I I I I I I I I DETAIL OF CONSTRUCTION WOLD ARCtDTECTS AND ENGINI!I!IlS 305 sr.l'ImlR S'lllI!Bf sr. PAUL, MN 55102 PAX: 651.2235646 TEL: 651.2I1:r173 25 SOI1l'H GROVBAVENUB, SUITI! 500 ElGIN, n. 60120 FAX: 847.608.2654 TEL: 847.608.2600 UJOlD . . . GAl V. EQUIPMENT ANC.HOR P I!Y MEGH., LAG BOLT TO C,URB HI GASKETED WASHER. Ji'IA TERS TOP MASTIC, SHEET METAL c'AP, SEAL @ ENDS. ROOFING - C,ARRY OVER THE TOP OF THE C.URB, SEAl ALL SIDES. ~ BLOCKING AS REG'D, SEC,URE TO DEGK. TREA TED ~OOD C,URB. VERIFY REQ'D HEIGHT BASED ON INSUL. THIC,KNESS. ROOFING SYSTEM. INSULATION 41.. MIN. EQUIPMENT CURB 1-1/2"= "-0" SUBJECT: ROOF DETAILS DATE: 4/28/06 REVISIONS 6 COMMISSION NO: 062043 REV. DATE ~ 50 \lSD119\B_ ",,^"''''VOD\Of>2043\DETAll\35OOlDt'l& KAAH 0 4/2a12OO6 0 I4s2:tO 0 ULA DETAIL OF CONSTRUCTION I I I I I I I I I I I I I I I I I I I ST. PAUL, MN ELGIN,IL TROY, MI DENVER, CO UJglO NOTE: WIDTH OF BOX TO BE 1'-0" FOR ONE PIPE PLUS 4" EAGH ADDITIONAL PIPE . . MINNESOTA OFFICE WOLD ARCHITECTS AND ENGJNllllltS 305 ST. PJ!TI!R STRllllT ST. PAUL, MINNESOTA 55102 TEL: 651.227.7773 FAX: 651.223.5646 . TOP TO BE REMOVABLE , ~ PIPES ST AC,KED IN SAME Ie(" HORIZONTAL PLANE- SEE MECHANIC,AL PAGK WITH FIBERGLASS INSULATION _.~ - . ROOF INSULATION ( STRUc. TURE AS Oc.aJRS Q;) 11 II ~ SEALANT AROUND ALL PIPES TYPIC,AL C,ONS TRUc.TION ALL SIDES: 1/2" PLYWOOD W 2X2 INSIDE CORNERS, ROOFING MEMBRANE, 16 GA. PREPAINTED GALVANIZED SHEET METAL GOVER . FLASHI~ FIRE STOP JOINT SYSTEM A T RATED ROOF DECK PIPING BOX 1-1/2"=1'-0" SUBJECT: ROOf DETAILS DATE: 4/28/06 REVISIONS D COMMISSION NO: 062043 REV. DATE 5.\lSD719\!.<; <~~204:NIETAIL\35002.Dl"l& Lnt:. 0 4n!12OO6 0 20:6:20 0 PAJJ @ I I I I I I I I I II I I I I I I I I I DETAIL OF CONSTRUCTION WOLD ARCBITEcrs AND ENGINEERS rnglD 305 ST. PETER STREET ST. PAUL, MN 55102 FAX: 651.223.5646 TEL: 651.227.7773 . . . ROOM FINISH SCHEDULE GENERAL NOTES I. If all walls in room are the same finish, the "N W ALL- TYP" column will be used. 2. At discrepancies between the room fmish schedule and drawings, the Architect will determine the fmish. 4. Refer to material fmish schedule for specific finish types. 5. For ceiling material when more than one ceiling material occurs the ceiling finish is indicated thus: "/". Prum-d ~/2S:!006 SUBJECT: DATE: RFVlSIONS: ROOM FINISH SCHEOlJLE 4/28/2006 COMMISSION NO: 062043 REV DATE: @ I DETAIL OF CONSTRUCTION I rnglD WOLD ARCHITECTS AND ENGINEERS 305 ST. PETER STREET ST.PAUL,MN 55102 FAX: 651.Z23.5646 TEL: 651.117.1773 I . . . I (SP) I 100 CIRC EXIST EXIST C.BLK EXIST 101 FOOD STORAGE EXIST/ VINYU C.BLK EXIST C.BLK PT C.BLK PT C.BLK EXIST ACT I . VCTI S.S. 102 FREEZER FACTORY FINISHES 103 COOLER FACTORY FINISHES 104 KITCHEN EXIST EXIST C.BLK EXIST 105 CIRC EXIST EXIST CoBLK EXIST I I I I I I 'I I I I I I Printed 4/2812006 I SUBJECT ROOM FINISH SCHEDULE DATE: 4/2812006 COMMISSION NO: 062043 REVISIONS: REV DATE: ffi I DETAIL OF CONSTRUCTION I I I I I I, I I I I I 1 1 , I I I 1 1 I ST.PAUL,MN ELGIN,IL TROY, MI DENVER, CO welD . EXTERIOR OF HALK-IN 5T AINLES5 5TEEL COVED BASE FINISHED FLOOR AS SC,HEDULED MINNESOTA OFFICE WOLD AItCHlTBCTS AND ENGJNEIlRS 305 ST. PETER STIlJlET ST. PAUL, MINNESOTA 55102 TEL: 65I.227.nn FAX: 651.223.5646 . . INSULATED PREFAB JlllALK-IN SEGURE TO DEPRESSED FLOOR. PREFAB FREEZER/COOLER FLOOR 3" LIGHTHEIGHT CONCRETE SLAB INSULATION tl5 AS REGtJIRED TO ACHEIVE 3" TOPPING EXISTING DEPRES5ED FLOOR SLAB VAPOR BARRIER SEe TION @ o ;.~~~~~R/WOLER FLOOR SUBJECT: FLOORS, WALLS DATE: 4/28/0b REVISIONS D COMMISSION NO: 062043 REV. DATE ~ St'\lSU719\ES~2043\Df."!A:, \A'3001.Dt"t& LIt<. " iI.'77/'2OOtJ 0 22;43:41 0 pNJ I II I I II II 'I I I II I I I I I I I I I , I I DETAIL OF CONSTRUCTION rngLD WOlD AR<Jm1!CTS AND ENGINEI!RS 305 ST. PI!TBR 5I'RIlEr ST. PAUL, loIN 55102 FAX: 651.223.5646 TEL: 651.227.7773 25 SOUlH GROVE AVENUJ!, surm 500 ELGIN. n. 60120 PAX: 847.608.2654 TEL: 847.608.2600 SEE REFLEG TED CEILING PLANS . . . EXISTING GYP SOFFIT KICKER AS REaD. 5/8" GYP. BD. ON 3 5/8" METAL SllJDS @ 16" O.G. TO STRUC,llJRE. CEILING AS SGHED -$ SEE REFLEG TED CEILING PLANS 0~;:'.:~-:'RD SOFFIT SEE FLR. PLANS EXISTING COILING SHUTTER BOX ;$ SEE REFLEc. TED CEILING PLANS 5/8" GYP. BD. ON 3 5/8" METAL SllJDS @ 16" O.C. TO STRUGTURE. ~----J 5/8" GYP. BD. ON 6" METAL STUDS ACT GElLING -4b SEE REFLfC, TED '" CEILING PLANS MA TGH BEAM WIDTH 0~:':'.=~:RD SOFFIT SUBJECT: GElLING DETAILS DATE: 4/28106 REVISlO:'-JS D COMMISSION NO: 062043 REV. 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O-D ~~ 8~ ~~ OO! ..Jo ~LL . ~ ~ m....i ~l>L I~s o&t~ ~~I,) ~~~ <tn"i ~2~ lQl-lfl :L~~ @h~ ~~Nm (f) ~ N -0 o a 0 ~ () z ~ ~ z ~ z 8 !:>;:l 0 ~ ~ ~ ~ \!) ::!1 ;> ; o !:>;:l It U ~ ~ ill -l ::> a W :r: ~ -l <( ~ ~ Ci ;\ I- -0 III WI..) Q ~ C()<J~ uJ ~ en i t Z ~ !:>;:l ..... I -.. !:>;:l ~ ~ a:l E-< ;> ~ ;:J < !:>;:l ::> en 0 ~ .n ------- ------------ I I I I I I I I I I I I I I I I I I I DETAILS OF CONSTRUCTION TABLE OF CONTENTS For: Grainwood Kitchen Upgrades 062043 April 28, 2006 Commission No: Date: The Contract Documents for this project include details and schedules printed on 8 1/2" x 11" sheets and bound in this manual. The details and schedules are organized into broad categories of elements or systems of the Project. The details and schedules are located in the category that best fits the intent of the detail. This system in no way tries to or implies to divide up details or schedules by construction trades or suppliers. Contractors and bidders bear the responsibility to review all details and schedules to determine their scope of work. Category: 1. GENERAL Num Division: Sheets ]-1 ABBREVIA nONS, MATERIAL SYMBOLS 1 through 7 ]-4 MATERIAL FINISH! COLOR SCHEDULE 1 3-1 WALL 1 3-5 ROOF 1 and 2 4-1 ROOM FINISH SCHEDULE 1 and 2 4-3 FLOORS, WALLS 1 4-4 CEILINGS 1 and 2 3. EXTERIOR 4. INTERIOR I DETAIL OF CONSTRUCTION I welD I . I A I AB ACOUST ACT ADJ AFF AGG ALT ALUM ANCH AP APPROX ARCH AV I I I B I BBD BBLK BD BFE BLDG BLK BLKC BLKG BM BOT BR BRC BRL BRG BRKT BSMT BTWN I I I I I c I CBD CBLK CtoC CAB CB CEM CFM CG CI CIP CIRC CJ I I Printed 412812006 ABBREVIATIONS Anchor Bolt Acoustical Acoustic Ceiling Tile Adjustable Above Fin. Floor Aggregate Alternate Aluminum Anchor Access Panel Approximate Architect(ural) Audio Visual CL CLG CLOS CMP CO C02 CONC CONST CONT CONTR CONY CORR CPT CR CRF CS CSK CSWK CT CU WOLD ARCBlTECTS AND ENGINEERS 385 ST. PETER S1'IlEET ST. PAUL,MN 55182 FAX: 651.2:13.5646 TEL: 65J.U7.m3 . Center Line Ceiling Closet Corrugated Metal Pipe Cleanout Carbon Dioxide Concrete Construction Continuous Contractor Convector Corrugated or Corridor Carpet Cold Rolled Chemical Resisant Flooring Course Countersunk Casework Ceramic Tile Cubic Department Detail Drinking Fountain Diameter Dimension Ductile Iron Pipe Dispenser Distribution Decking Down Ditto Dampproofing Door Downspout Drawing Dowels East Epoxy Paint Each Each FaceJExhaust fan Electric Hand Dryer Exterior Insulation and finish System Expansion Joi nl Elevation (Ven. Dimension) Electric( 81) . I SUBJECT: DATE: REVISIONS: I Bulletin Board Burnished Concrete Block Board Bottom Footing Elevation Building Block Block Course Blocking Beam or Bench Mark Bottom Brick Brick Course Brick Ledge Bearing Bracket Basement Between D DEPT DET DF DlA DIM DIP DlSP DIST DKG DN 00 DPG DR DS DWG DWLS Chalk Board Concrete Block Center to Center Cabinet Catch Basin Cement Cubic Foot Per Minute Comer Guard Cast Iron Cast Iron Pipe Circuit or Circumference Control Joint E E EPT EA EF EHD EIFS EJ EL ELEC GENERAL-ABBREVIATIONS 4/28/2006 COMMISSION NO: 062043 REV DATE: ffi