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10255 SW 90TH AVENUE-5 10255 SW 90TH AVENUE _ I 1� f t_r I 1' Cr1YOFTIOARD MECHANICAL l::'EPMIT C COMMUNITY DEVELOPMENT DEPARTMENT rnmrr NO. : ME'.881.913 13125S.W.1-10BI, .,P.O.Box 23397,Tigard,Oregon 97223,(503)6394175 DATE !2 1 fag— r'-'R1M. PMT .N0. 81133.91.3 JOB ADl)Pr--,r1s : 1-0235 :75W 901+1 AVE. TAX MAP/L.(TV SUB : LT : UK : LAND LISE" : LOT SIZE.' : ITEM: NO: NO. Wow, C1 (-)Ss : AI-rr--nATION F(JPNAC.F-: (11.00K AIR HANDLP <11.0 USE I'YPE . EN)LICATIONAL. FUWNA(:E 1001<4- AIR HANDL R 1.0K CONS 1' . TYPE; 1:1L.00R U'URNA. U.. IYVA li) .L,1JOL.E14 CAN'.11tip . (.*-11RP . 111F."ATC-P VF-.:NT FAN VENT VENT . SYSTEM BBA/CIOMP <31-11P HOOD NO STOPILS : 131-44/COMP 3-11.51HIP I P14-1NEAAT0P(UOM DWELL .UNIT's : B11..R/COMI--, 1.15-30HP IN(:,:ENERATOR(COM FHE-L. TYPE (AAS BLA/COMP 150--!1A011`-1P REPAI A UNI 1"S MAX . INPUT F.%l--P/(:X')MP 50.f-HP 0THF-P P- F*IPE LIMIRRS,? GAS PIPING 0LJTLZT!;-1 2 AEMARW:3 LONVEITT EXISTING' OIL BUILEP TO GAS 0 W N SCHOOL. 1)1 ST PF:pm:rl $10 . 00 E P1 AN RETIE W tP5 .25 F I XTI I PE S $:1.1 . 00 ----- ( vj*rA*T iii, TAX 0 N T R mr.Tnu l--1E:AT:1:N(*.-, AND AIR 5,11A N VANCOUVIEP T p o r t:l.w.n d 0 R1 PHONE:. ("503) P813--0197 WE$ hillftitf 11 NO . 19,11"flip"'PL— TOTAL c!7 :30 This permit 3 Issued subject to the regulations contained in Title 14 REZE'lPT NO. of the TMC. State of Oregon Specialty Codes,zoning regulations and all other applicable codes And ordinances. and it Is hereby agreed that the work will be done In accordance with the plans and :1E QUI INSPECTIONS specifications and in compliance with all applicable codes and GAS L-INE ordinances The issuance of this permit,.,oes not waive restrictive 11"IN A L. covenants Contractor and subcontractors shall have Current city business tax permits This permit will expire and become null and void if work Is not started within 180 days,or if work is Suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested And approved Permittee Signature Issued By: CIAL.L. F'OR INSPECT tON 639"ll i!) SEPARATE PERMITS REQUIRED FOR WORK OTHERTHAN DESCRIBED ABOVE kA i Y ur- ! IUAHU MLCHANICAL PERMIT "I " - Petmit N Description Table 3A Mechanical Code CITY PRICE AMT City of Tigard � 1 T 1) Permit Fee 13125 S.W. Hall Blvd. —!— -0 -0 -- 10.U0 P.O. Box 23397 2) Supplemental Permit 3.00 Tigard, OR 97223 639-4175 1) Furnace to 100,000 BTU 600 incl.ducts&vents_ _ 2) Furnace 100.000 BTL 7.50 Incl.ducts&vents _ Name of Development 3) Floor Furnace -�� 6.0121 incl.vent (VI E'T260t ELF-M, >c lrt cc( ----- -- - Job Address - 4 Suspended heater,wall healer 6.00 or floor mounted heater Andress oZS %,IJ•1, qv l�V� __ ------ ---- -- — Tax Lot Map No. 5) Vent not incl.in 3.00 '01 Block Subdivision applianre permit -- Nime(or name of business) 6) Repair of heating,refrig„ 6.010 ( cooling,absorption unit Mailing Address Prone 7) Boiler or comp to 3 HP00 Owner absorp.unit to 100,000 r3TU I _ ciryts(ate _ zip 8) Boiler or comp to 3 HP-15 HP 'I.Ou I _absorp.unit to 500,00 1 Bl U 1 _ Name 9) Boiler or comp 15-30 HP 15.00 absorp.unit 112-1 million_ -_ Mailing Address p 10) Boiler or comp to 30-50 HP absorp.unit 1 -1.75 million Cr niractor )ANjorklo(ler r comp to 50 HP Citylstate Zip 1 1) 31.50 _absorp.unit 1,750,000 BTU o a. K O Air handling unit to Slate Registration Nn, _7 City But 0,000 CFM s.Tax No. 12) 4.50 _ •3- ( I P _ A I-X + Air handling unit I hereby acknowledge that I have read this applic tion that the information given is 13) 10,000 CFM t 7.50 correct,that I am the owner or authorized agent of the owner,that;wis submitted are in — compliance w,rh state laws,that 1 em registered with the State Ruloh?rs'Board,that the 14) Non portable 4.50 co rumber given is rrect,(it exempt from State registrafon please gt+a reason bolow) eu'porate cooler t5) Vr;nttan connected 3.00 UJ a single duct --- - -- - -- - 16 'Ventilation system not 4.50 Included in appliance permit 17) Hood served by 4.50 mechanical exhaust Signature(owner or agent) -�¢--- Deli, 18) Domestic type 7.50 Describe work [I addition i,1 alteratlon lC repair [ 1 incinerator _ to be done _ residential Cl A- nonresidential ['F_- 19) Commercial or industrial 30.00 Existing use of II type incinerator - - - building or properly r,C?1 �. 20) Other i.e.,woodstove,water 4.50 heater,solar,clothes dryers,etc. Proposed use of _ building or property .IQ 0 _ -._ - _ 21) Gas piping one to four outlets 2.00 Type of fuel- oil [-I Natural gas �k LPCi C1 electric C1 22) More than 4-per outlet NOTICE ---- SUB TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON ------ —'-' STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 Sq0 404 SURCHARGE DAYS, OR IF CONSTRUCTION DR WORK IS SUSPENDED OR PLAN REVIEW 211%OF SUS-TO"AL- ^- ABANDONED FOR A PERIOD 01= 1 SU DAYS At,T ANY TIME AFTER -- -- - -— WORK IS COMMENCED. TOTAL Special Conditions­-__ Uate Nsued..___.______ • . ._ by 1'/ �'( .� YIi� ��1N An y 'L,L r. QY r..♦ �F" � ��•4 � .ict,..,.+��(�:I�Ir�.•K•i" :ti 2�Kr%."2S r"'� � 4n"'- Q^(� �1 ,i ,L _Ag_ ...r..--.�-"---�cvv,�v^chxr"•ct,rnm:•� o � ��l^,�� ,� ry1.`h#.}9n 00 LO W 1Ij �' jet\ co co z 00Icd ' to 4-j 0 tod r 41 0-4 03 tl m y is p V , Cvl Lo 1 Hwy m � C1 N CN7 Do Q v Ln d rn I I y .�F A�},,,4` O'9�, $�,t���� �d 'dq` "� ..�I....•.��j,,�n��v�"�y ..'''�'��►',7r' �..,,•• �e� 1�� � ,� `1(i.l��dl � � i "�`F�►15j1 c co 1 rt ` +++° All, Z� ao y W [-M4 ..+ :J N ` t ON CIS s O � m F O y M } CISLnCNI / d \ J ~ a °' rn °' p 5 I I t FIRE PREVENTION 9UREAU OFFICE OF FIRE MARSHAL INSPECTION 140TICE OWNER ___DA E . OCCUPANT �!'�-V / I� ---OCCUPANCY LOCATIONG.__---C -� N OUR ATTrPJTtOI IS CALLED TO THE FOLLOWING FIRE SAFETY DEFICIENCIESI pea FAILURE TO CORRECT THF AROYE ':ONDItIONS WItIIITI OAFS WILL MATE YOU LIABLE TO PROAECUTION f��OULC FIRE RESULT FROM SUC14 CONOI'IONS IOU MAY OF LIABLE fOR DAMAGES TO PER1O f OR PROP TY UNDER PROVISIONS OF URS ATf Ion gy WASHINGTON COUNTY F;AE DISTRICT M1 FIRE MARSHAL 20665 S.W. BLANT�1: .�fREET ALOHA,OREU� 'A 97006 PRESENTS D 1'0___ w"KFORM DOO - 40 I ld v INSPECTION NOTICE City of Tigard Building Capartment /� � P.O Bo,( 2339;' ! ' Tigard, Oregon 97223 \ Phorg. 639-4175 Type of Inspection Date Requested J 1 Time A.M.0`tif P.M Address cam- _ Permit #� __ Owner _ Lot # — � r Builder ----The following Buildi Code deficiencies are required to be corrected: F LIQ Z - - Presented te, /;L pprovad Inspector Disapproved Date _ }/ ------ CALL FOR REINSPECTION ❑ YES IXNO 4 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection &410YY7 f"I-,, � _. Date Requesied—_ I—QL— �-�.—p� me A.M. P.M. Address l�11025 10ZS S te__.. Permit Owner Lot 4 Builder The following 9uilding Cnde deficinnciies are required to be corrected: /4 IV dr v AL ,�LZry Presented to — [ J Approved Inspector _— — �� Disapproved Date CALL FOR REINSPECTION M YE8 ❑ NO INSPECTION NOTICE City of` trd Building Deoartment I .0. Box 23397 Tigard, Oregon 97223 f Phone: 639-4175 - 'L4'< � Type of Inspection' s _.. Date Requested g`l Time __ A.M. _P.M. Address Q `"5 � x"y ���0 _ _� Permit 6 ' �v' ( G.r- +� # Owner Lot BuilderThe. followinq Building Code deficiencies are required to be corrected: Presented to /✓ _� nD-Approved Inspector _ M _- _ _- LJ Disapproved Date CALL FOR REINSPECTION 0 YEO ❑ No INSPECTION NOTICE City of Tigard Building Lepar!ment P.O. Box 23397 Tigard, Oregon 972.23 Phone: 639.4175 Type of Inspection _ 7jf_ Date Requested IR % Time _ A.M. P.M. Address �J�C � I_ Permit #_ Owner Lot # Builder �—� The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector _ Disapproved Date CALL FOR REINSPECTION 0 YES 0 NO ■� e�fr fM► l IMP 61i1p INSPECTION NOTICE �..► City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 �/, Z S'Z.6, Z 7 I Phone: 639-4175 Typo of Inspection C7rt!C/ Date Requested - _ j nye A.M. P.M. Address �� D Pennit #_)_SZL(�2 Owner / —�-e/j i� ��.�/l Lot * Builder ThefollowingBuilding Code deficiencies are required to be corrected: Ole Presented to _. C� Apor'"ved In:,pector � �} Disapproved Dat" CALL FOR REINSPECTION r- Yel ❑ NO C'1YOF TIGARD I NO PI-880088 CITYOFTWARD COMMUNITY DEVELOPMENT DEPARTMENT 0011GON 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.Oregon 972:e3,(503)6394175 -JI:W. 1�011-1 AVV 1 1, tii.lEi1 M 1*7:(*'i---I' I::'I-(%r4 )I; FsK Zu- No 104 A!V Cl. 41, 1"(:VIA I'1*1.11 USE, VyI+' 11)],LSI IWISI-Irw 14CI OArMAGE: r1]:5 ruse-11. W451-4:114; flACI-I:rNF I. UNITS I (111,240PY FRAY HL UL 01-1p'41t4 FIA)CM OW)IN 51.NK lie SCEWER IFT) STORMIPAIN Wr 0 1 HER 0h 1:14I'srPI I. (:IF r)*I.i.iinI;),jriq Nar r• r SW 11-1'�Ar'-J. Fie HWY 1111 0 7 rhetor, c7H N T R �* 6, L A C; T 0 R This permit Is Issued subject to the regulations contained In Title 14 of the TMC, State of Oregon Specialty Codes.zoning regulations and all other applicable codes and ordinances, and it is hereby agreed that the work will be dome In accordance with the plans and specifications and In compliance with all applicable codes and ordinances The issuance of thN permit does not -aive restrict ve I CII 101.11 covenants Contractor and subcontractors shall have current city r TN161 biisinese tax permits This Permit will expire and become null and void If work Is not started within 180 days,or if work is suspended or abandon,?d for a Period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all reqLJirCLI inspections are requested and approved Permittee Sig atute Issued By I ITH.C SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE W WX W W, rV HE C."I I I 1111-Mil 1' CITY OF T'GA RDG1.1;M1'r NO HEAI[3013R�, CITY01IFTIGAND COMMUNITY DEVELOPMENT DEPARTMENT 01111100H I)A*I*F.-. 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223.(503)639-4175 1:1911M . PMT NO 880886 JOI:.: AGIWI. rio� 1.02b:,i 'F)I4 t)011.1 (11.4. 1�.IX HAP/L.01' SUB LF' ' F.. 1,1110 Wali L.0*1 ST 2'111; - 6101"l- Cl.i%SS (41. 11'U'Pe-111 TON F*I.JI'1NAC'F --I OOK ATP 11001DI.P <10 FUPN#`il1:'E 1.001<4 AlP HANOI ht 10K I,-f ricin I.-urvjAch: F-AIAP COULF.P (AX1111" I*;,PP F.:1 HEA I*EI'4 VE.N*r F'AN C1111-41 S Finno 0 !-,, F r')I I L 1 1=11.1 CX1111111 .. .1.*111P 011C.I I IE-WA4,011(DOM I11ol1-J. 1 IINIV5 IAII A COMI", V'5­30HP P_ INC.'INEPATOP(C.'0M t IF 1. 1 *1VI- C;6111 F.A.11C-01111111 :3U-tt 0 1.1 P PEPAIP UNI rL's 011.1,11, 1000000 ftW4.1-111:1 C3'1'FI F7 OH1117,1-i*e tKI ("AAI I Tl,:0410 (:1U 1'1 F.1'1� L or, 50 NO 1-4I-JiAPK!5 0 0,1 fA L I I I:_ t. Wl I ili I.O . 0( W FIWU I'l 611 M."V I'1E.W 11114H 0( N F d CIP 107RP�g I.IDEL", 1 WR 0 I I'l I I VAX Illy 6( C 0 N T R A C T 0 R I P I This permit Is issued subject to the regulations contained in Title 14 of the TIVIC. State of Oregon Specialty Coles.zoning regulations and all other applicable codes and ordininces. and It is hereby agreed that the work will be done In accordance with the plans and 111114CL. S SIFt'll specifications and in compliance with all applicable codes And F 1'.NAL -)tdinances The issuance of this permit does not waive restrictive ,ovenants Contractor and subcontractors shall have Current city nosiness tax permits This permit wfil expire and become null and void it work Is not started within 180 days.or If work is suspended or abandoned for a period of 180 dayb any time after work has commenced It shall be the responsibility u!the permiltee to assure all required Inspections are requested and approved Perm W lure( Issued By -(,(-if vuri SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE I CITY OF TIOA BUILDING NO. PERMIT' i RD4-M44 PI=T2MI'T' NO. k3l.lE3E3UfiE�h r MJ60COMMUNITY DEVELOPMENT DEPARTMENT ° DA'T'E: ISSUED: f,/f:?U/Ut:� 13125 S.W.Hell Blvd.,P.O.Box 23397,Tigard,Oregon 97223,(503)639.4175 PRIM. PMT.NO. 880086 ..)OH ADDPESS : 1Uf:55 SW ' wrl-I AVE 'TAX MAI'/I...O'T' SUES: METZGE::R E::I_E:M SC:HOOI.. LAND USE : I...OT 51Zr-.:: VALUATION: $ P-7 ,UUU SETBACKS FRONT : I?M:AIt WORK GLASS : ALTERATION DWF_'I...L .UNITS : LEFT : I411,.;H T USE. TYPE:: EDUCA'T'IONAL- NO . BEDROOMS : EXT .IWALL.. CONST*: CONST . 'T'YPE:: VN NO. Ic1A T'IS) : N: '.a : E W (.)C:C:IJP. (;RL, . El. PRO'T .OPENINGS : CICCUP. LOAD N: S : E : W TOTAL Al=IE(-) . NO . S'T(:)RIES 2 1,ST : ROOF C UNS'T' : FIPE RET'? HF-J(:yHT : 2ND : AREA SE:PAP 7 PATED: 8ASEMI:i:N1{ 7 NO :3R1:): U=UP , GEPAP I•:A T'ED MEZZANINE'? NO k3A!:iE:M' T 1=L..Onll LOAD: t9AL]A(:;ti:: FIRE SPPKLR7 ALARM7 FLOW 1 G;'PM) DF.::'T'EGI-7 I II: AT TYPE: GAS HI*411:1 .ACCai:5!::7 YI:'.(7 CORR7 1.11...AN Cl••IEi,.CK hY: JI'l i 1 I4VMARKG : I i-emc)cItel w/c�hi;t.rvgaa: tt:1 ItE':ISSUE OF' NO. rorac: li�+1l:i.c:e►:l. fi.xtt.tr•c4% . LAST REISSUE J FEES : O T'i ga,r-(i S(^Mtataa. Di mtr,:i ^'t. Nc) . £';?I•.I PE:PMI T 1111*79 .50 W SW G�xu•a.�'a.cr 1lwy PIAN PLEV:LL,.W $11.6. h"7 N E T:i gm.rc:l (311 97'2(2:3 F I1Zw: DEPT $71 .80 R ,1 r. 1 TAX $8.98 I t..VEa_.OPMI .ri T I':HA!.GE:S : C er; ti 2, (''.l9'y,P SIJ(.".(STORM) A PO P, -)a v* 0k 97-21 b P14E:PA:I:D < 111.88. ZIH) TOTAL: 1'1.1:118 . .1d I R Of Pr1 r12r If�r�e4 REG'E I P'T NO. This permit is issued subject to the regulations contained In Title 14 (it the TMC. State of Oregon Speclalt,Codes, zoning regulations I7f:::Wl.1IT2E.D INSPECTIONS and all other applicable codes and ordinances, and It Is hereby FRAMING agreed that the work will be done in accordance with the plans and T NSU A'T IUN specifications and In compliance with all applicable codes and ordinances ?he issuance of alis permit does not waive restrictive L.AEd (:ovenants. Contractor and subcontractors shall have current city business lax permits This permit will expire and become null and F-TNAL.. void It work Is not started within 180 days.or if work Is suspended or abandined for s period of 180 days any time after work hes commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved. ,pIttee Signature,rm � Issued By � 1114N1�4'F t"'t"1'['1N_ !j��lJ1 7 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE KWXWJIM GITICN TIFARD OREGON May 18, 1988 I Steven C Olson Dull Olson Weeks Architects 115 NW let Ave Suite 301 Portland, OR 97209 PROJECT: Metzger Elementary School Interior Remodel, BP 880886 Dear Mr. Olson: The plans for this project have been reviewed for conformity with applicable codes sad are approved. We will coordinate the plumbing and mechanical permits with the respective contractors, as it appears there may be variables in those areas of the project. The building permit may be obtained at any time. If we may he of assistance, or if you have any questions, please contnut us. Sincerely, Pm Jaqu Plans Framiner ht/4866D cc: Tigard School District No. 23J 13137 SW Pacific Hwy Tigard, OR 97223 13125 SW Nall Blvd.,P.0 Box 23397,11 ard,Ore on 97223 (503)639-4171 - 4� 9 �' ■ N ■ w w I I I se /C-AN Er w I II � ' I SE6 "W"� Mev A.'fWD) - - �r t>'�fZInP- v . M.. I, ,Lu I �r :�:, �, _Oki, A� R-3 DU .- L OLSON W E EKE S LETTER OF TRANSMITTAL 115NwFlatAvenue,Salte301 Rnt6nd,OnWnW7M.) 5nVUllfifif1511 City of Tigard P. 0. Box 23397 Tigard, OR 97223 Attn: Ito: Metzger Elementary School Interior Remodel Joh No: 87-17 WE ARE SENDING YOU 91 Attached ❑Under separate cover CI Shop drawings ❑Prints ❑Plans ❑Samples ❑Specifications ❑Copy of letter F1 Change order ❑ Co)ies Date No, Deycri tion _ 3 4/28/88 Addendum No. 4 THESE ARE TRANSMITTED KI For your use LI For inview and crtmmeut f�For appnwal ❑As requested Cl — Remarks sigmxl— 5-teyen C. Olson. AIA Copy 4) File _ t` U O April 27, 1988 Page 1 ARCHITECT: Dull-Olson Weekes Architects 115 NW 1st Avenue, Suite 301 Portland, Oregon 97209 PROJECT DOCUMEN'S for METZGER ELEMENTARY SCHOOL INTERIOR REMODEL Tigard School District 423.1 Tigard, Oregon ADDENDUM_NO._3 This addendum is issued for the purpose of clarification and/or -evision of the Project Manual and the Drawings. ITEM I - PROJECT MANUAL A. Section 12512, HORIZONTAL LOUVER BLINDS, Paragraph 3.06, Schedule: Change classroom numbers to read: 18, 19, 20, 21 & 22. Delete Lounge 121 . B. Mechanical Section 15010, GENEPAL PROVISIONS, ParagrapV 3C, Safety (Pages 15-3 & 15-4) : Delete this paragraph in its entirety. C. Electrical Section 16010, GENERAL PROVISIONS, Paragraph 1K, Safety (Page 16-4) : Delete this paragraph in its entirety. ITEM II SUBSTITUTIONS 10100 Vinyl Wall Covering Jasco Tackboard with LF Series Vinyl The above listed substitution, listed as approved in Addendum #2, dated April 26, 1988 has been found to be not in conformance to the specifications. The aforementioned approval is hereby withdrawn. BIDDER SHAI_l NOTIFY ALL SUB-BIDDERS AND SHALL ACKNOWLEDGE RECEIPT DF THIS ADDENDUM ON COMPLETE AND SUBMITTED BID FORM. *** END ADDENDUM NO 3. *** s DU L1, OLSON WE EKES LETTER OF TRANSMITTAL 1I5NWFirst Avenue.Suite 701 Portland.On-Ron A720H 5(1/226-ift50 '16 City of Tigard P. 0. Box 23397 Tigard, OR 97223 A Ut1. iii•: Metzger Elementary School Interior Remodel )d, No: 87-17 WE ARE SENDING YOU *j Attached ❑Under separate cover ❑Shop drawings ❑Prints ❑ Plans ❑Samples LJ Specifications ❑Copy of letter ❑Change order 0 Copies Date No. _ _ Description 3 4/27/88 Addendum No. 3 THESE ARE TRANSMITTED [_*For your use ❑For review and comment I]For approval O As requested _.� Remarks: Signed, Steven C.. Olson, AIA i)ated- 4/27/88�_�_ Copy 11, File ® FM iW April 26, 1988 Page 1 A_R_C_HITECT: Dull. Olson Weekes Architects 115 NW 1st Avenue, Suite 301 Portland, Oregon 97209 PROJECT DOCUMENTS for METZGER ELEMENTARY SCHOOL INTERIOR REMODEL Tigard School District #23J Tigard, Oregon ADDENDUM NO. 2 anis addendum is issued for the purpose of cldrification and/or revision of the Project Manual and the Drawings. ITEM 1 - PROJECT—MANUAL I+ A. Page 06410-3: Paragraph 2.03 C: Delete: "Polyester laminated plywood: 3 layer plywood laminated with particle board on Do+h sides, 1/2" thickness unless rioted otherwise". Replace with: "Polyester laminated plywood: medium density overlay plywood, 1/2" trick." ITEM II__ DRAWINGS A. SHEET A2_& A3 1 . Add Demolition Note 37 to read: Demolish existing gypsum board boxes above existing ACT ceiling in Classrooms 17-22 as required for new ceiling/lighting work (for base Bid) , and in Rooms '10, '12, 73, 74, 77, 79 & 80 (for Additive k1terrate B. SHEET A5 1 , Upper Floor, Plan 1/A5: at Corridor 72 show new Fire Extinguisher Cabinet (F.E.C. ) at corner east of Door 7:A. 2. Detail 5/A5: Delete the detail in its entirety. Run tack board down to floor, shim as required, attached rubber base over tackboard. 3. Detail 7/A5: Add note to read: "Where tackboard abuts ceiling perimeter track, delete metal edge, wrap vinyl covering over edge". C. SHEET A6 1 . Section 8/A6: Add note to read: Provide 7.5 (twenty-five) coat hooks mounted to 1x4 at equal spacings - typical for each wardrobe unless otherwise noted. April 26, 1988 Page 2 D. SHEET A9 1 . Elevation 21'A9: Delete reference to rubber base at 2 (two) freestanding bookcases; Install black plastic laminate at face of cabinet toe kick, all other surfaces (sides and back) to be finished with plastic laminate. 2. Elevation 3/A9: Delete all under cabinet light fixtures in Staff Work Room 80. 3. Elevation 4/A9. Delete all undercabinet light fixtures in Secretary Work 77. 4. Elevation 8/A9: Add note to read: Wainscot height to be 4'-9" - typical at west, east, north and south walls, Lobby 73 similar at south and west walls. 5. Elevation 9/A9: At Corridor 16 add note to read: Wainscot height to be 4'-9" - typical at north, south and west walls. F. SHEET M1 1 . Eguipmert_ Schedule: Plumbing equipment, Lav: add note to read: Provide American Standard Lavatory faucet No. 2103.588. ITEM III - SUBSTITUTIONS THE FOLLOWING MAUFACTURERS AND/OR THEIR PRODUCTS NOTED, AS APPLICABLE, ARE APPROVED SUBJECT TO FULL COMPLIANCE WITH SPECIFICATIONS AND DRAWINGS AND AS OTHERWISE NOTED HEREINAFTER? 06410 Custom Casework F.H. Sullivan Co. , Inc. 06410 Custom Casework Accura Interior Systems, Inc. 10100 Vinyl Wall Covering Jasco Tackboard with LF Series Vinyl 16500 Lighting Hydrel # Hypak 3000 (B&B1 ) BIDDER SHALL NOTIFY ALL SUB-BIDDERS AND SHALL ACKNOWLEDGE RECFIPT OF THIS ADDENDUM ON COMPLETE AND SUBMITTED BID FORM. *** END ADDENDUM NO 2. *** I• t � 1 D U L L t) t. S () N NV E 111: K L; S LETTER OFTRANSmn-rAL IIS NW First M+enue,Suite 3Ol FurtkM,0trgon972(YJ 51rY2 io ,r): City of Tigard P. 0. Box 23397 Tigard, OR 97223 ,vn). it,.. Metzger E12mentary School Interior Remodel loll N 87- 17 117:ARE SENDING YOU M Attached I.1 Under separate cover ❑Shop drawings ❑Prints 0 Plans ❑Samples ❑StxxiRcations •Copy of tether ❑Chimp order ❑ Co les Date No. _ Description - — 3 4/26/88 Addendum No. 2 TPESE ARE i RANSMITCED (A For your use ❑For review)md voinownt L 1 For approval ❑As,eyuested Ll Hemarks: — Signed_Steven L n1 son. AIA r _ Dated4l2fi/88___ ;�qy , File _ _ r_1 Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural Fire Protection District April 25, 1988 Steve Olson Dull Olson Weekes 115 N.W. 1st. Avenue Suite 301 Portland, Oregon 97209 RE: Metzger School - Internal Remodel. 10255 S.W. 90th Gear Steve: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (LBC) , Uniform Mechanical Code (CMC) , and the Uniform Fire Code (IJFC) as amended by Washington County Fire District No. 1 's Ordinance 86-1. Plans are approved as submitted. During demolition and reconstruction, contractors should be advised to pay special attention to plugging poke holes, damaged walls, damaged ceiling sheathing and any other area that might require patching for fire integrity. If contractor is to start while school is still in session, special note should be paid to exit wav maintenance as prescribed in Uniform Fire Code Article 87. With such extensive remodeling being conducted in this school, and considering the value of schools and their contents in this days market, I would highly advise that automatic sprinkler protection be installed throughout and in particular in the main building complex where n fire of any magnitude could cause considerable damage to building and contents. ----------------------- Steve Olson April 25, 1988 Page 2 If I can be of any further assistance, please feel free to call me at 649- 8577. Sincerely, WASHINGTON COUNTY FRE DISTRICT NO. 1 Gene Birchi1 l Plans Examiner 20665 S.W. Blanton Street GB:kw cc: City of Tigard Inspector Ray Tigard School District WWLW JUW ! W W W r fff 1! t April 21 , 1988 Page 1 ARCHITECT: Dull Olson Weekes Architects 115 NW 1st Avenue, Suite 301 Portland, Oregon 97209 PROJECT DOCUMENTS for• METZGER ELEMENTARY SCHOOL INTERIOR REMODEL Tigard School Districr #23J Tigard, Oregon ADDENDUM_NO._1 This addendum is issued for the purpose of clarification and/or revision of the Project Manual and the Drawings. ITEM-I---PROJECT-MANUAL A. Page TC-1 : Replace page TC-1 with page TC-1 attached herewith, dated 4/21/88. B. Section 00300 Bid/Tender Form: Delete pages 00300-1 through 4 and replace with pages 00300-1 through 5 which are attached and made part of this Addendum, printed on blue paper. C. Page 00800-2: Paragraph 3.4, Labor and Materials, delete reference to Subparagraph 3.4.4. D. Page 01030-2: Subparagraph 1 .06 8 2: Delete the second sentence: "(Base bid includes . . . by this alternate)". E . Page 01030-2: Add new Paragraph 1 .06 C. : C. Additive Alternate, Bid 03: Add all work and materials required for light fixture ballast replacement for entire project as noted on Sheet E4 except in r,:;ms a- noted below in Additive Alternate Bii #4: (base bid contains no light fixture ballast -eplaceinent. ) April 21 , 1988 Page 2 F. rade 01030-2: Add new Paragraph 1 .O6 9: D. Additive Altercate Bid #4: Add all work and materials required for light fixture ballast replacement in areas affected by Additive Alternate Bid #2, including the following rooms: Secretary 74, Sec. Work 77, Library 70, Staff Work Room 80, Lobby 73, Corridor 72 and Corridor 16. This Alternate Bid will only be included in the Contract 4n the event Additive Alternate Bid #2 is -ej*ected. G. Page 01040-1 : Paragraph 1 .02, Related Sections, Delete "B. Section 01050 - Field Engineering". H. Page 01300-2: Paragraph 1 .04, Timing of Submittals, Subparagraph C. Submittals, prior to Notice to Proceed, Item 2, add: "Per Oregon Law (QRS 279.029, 279.542 and 701 .430)". I. Division 8 - Door Schedule: Door #15; Add the following note at remarks column: Undercut existing door to accommodate new door bottom. J. Page 08111-2: Subparagraph 2.01 G. change "Section 00100" to read "Section 01600". K. Page 08712-3: Paragraph 3.03 Schedule; Door #15, HW-1 ; add the following hardware: 1 ea. Door Bottom, 222 AV Pemko, Alum. L. Division 9 - Room Finish Schedule: Replace sheets 1-7 with attached sheets ' -7 dated 4/21/88. M. Section 09511 -- Suspended Acoustical Ceilings: Delete pages 09511-1 through 4 and replace with pages 09511-1 through 5 attached and made part of this addendum. N. Page 09900-8: Add new Paragraph 3.09 I : "Wood stained, new surfaces (Includes oak bench) 1 . Fine sand to provide clean smocth base. 2. One (1 ) coat nitrocellulose lacquer, polyurethane or oleoresinous type stain, compatible with lacquer system, color as selected. 3. One (1 ) coat nitrocellulose lacquer sealer, sandable, nonstearated type for catalyzed lacquer- system. 4. Sand with 220 grit stearated paper . 5 Two (2) coats clear, modified alkyd nitrocellulose high solids catalyzed lacquer; 20% solids by volume minimum, semi-gloss finish. April 21 , 1988 Page 3 0. Add attached Section 12692 - Floor Mats (pages 1 & 2) referencing walk off mats. ITEM II - DRAWINGS A. SHEET A2 1 . Classrooms 23-27, change note 23 to read 34. 2. Classroom 23 only, delete note 10 at Classroom 23 only. Existing window to remain as is. 3. Demolition Notes: Add note 34, to reed: remove ceramic tile wainscot and base all walls, remove debris- See General Note A below. 4. Demolition Notes: Add note 35, to read: remove woad trim from wall paneling edges in Classrooms 23-27, 5. Demolition Notes: Add note 36 to read: remove and dispose of all fluorescent light fixtures in all classrooms, typical . Remove and dispose of all existing fluorescent light fixtures in areas identified as Additive Alternate 42. B. SHEET A3 1 . Corridor 72: Change two notes 10 to read 30. 2. Demolition Notes: a. Add to Note 13: "See General Not • 'C' below. At Door 80B remove existing wood paneling in Teacher Lounge 79 prior to cutting new door opening. Reinstall wood paneling after door frame installation, prior to finish trim installation. " b. Add to Note 14: "See General Note 'A' below". c. Add to Note 12: "See General Note 'A' below". d. Change Note 20 to read: "Save fire Extinguisher for re-use, dispose fire extinguisher cabinet". e. Demolition Notes: Add note 36 to read: remove and dispose of all fluorescent light fixtures in all classrooms, typical . Remove and oispose of all existing fluorescent light fixtures in areas identif ed as Additive Alternate #2. 3. Genera's Notes: Add Note G to reed: "All demolition work in Corridor 72, Lobby 73, Sec. 74, Sec. Work 77, Teachers Lounge 79 and Staff Wnrk 80 is Additive Alternate #2. " 4 . Change Teachers Lounge 29 to read Teachers Lounge '79. April 21 , 1488 Page 4 C. SHEET A4 1 . Resource 23: a. SPE attached drawings 1&2/R-1 and 1&2/R2 for Room Elevations this room only. b. Delete window infill at south wall (detail noted as 2/A5 typ) . Existing window to remain: No work. c. Delete dashed line at south wall of room indicating upper cabinets. No upper cabinets will be installed at the south wall of this room. 2. Detail 2/A4: Delete 5 3/4" dimension. Contractor to verify frame size re-wired for existing wall construction. Celete 1/4" dimension: the return dimension should be 1/2". 3. Detail 3/A4: Delete 5 3/4" dimension. Install a hollow mc—' frame wide enough to cover- the full depth of the wall . D. SHEET A5 1 . General Notes: Add Note 5 to read: Undercut all doors as required for new floor covering installation. 2. Detail 2/A5: Delete reference to 1/2" gypsum board. Correct material to be 5/8" GBX. 3. Detail 8/A5. Delete note for rubber base at all sides. At cabinet Oise, cover face of base with black plastic laminate, at sides and back all exposed surfaces to be covered with plastic laminate. Change 2'-4" dimension to "2'-2" verify" . 4. Plan 1/A5: Add room eleva*ion indicator for south wall fo Classroom 15 to read 8/A8. 5. Notp: Size of walk off mats in Cornidor 16 to be approximately 9'-0" x 8' -0" verify. 6. Add Corridor 16 to area identified as Additive Alternate #2. E. SHEET A6 1 . Plan 1/A6: Add "CPT" to arrow on corridor side of Door BOA (Staff Work 80) . 2. Plan 4/A6: Delete one pair of "cabby hole cabinets" shown on west wall . April 21 , .988 Page 5 3. Detail 10/A6: Change note in box to read: "Make 4 (four) units such and place 2 (two) in Classroom 14 and 2 (two) in Classroom 15 as directed". Change dimension to make cabinet 12" deep (clear inside) . Delete note for "rubber base": install black plastic laminate on face of base only - all other exposed surfaces to be plastic laminate finished. Change "3'-2." " to read "3'-0" high". 4. Detail 11/A6: Change note in box to read: "Make 4 (four) cabinets such and place 2 (two) in Classroom 14 and 2 (two) in Classroom 15 as directed". Delete "rubber base" note: insxall black plastic laminate at face of base only, all other exposed surfaces to be finished with plastic laminate. F. SHEET A7 1 . Resource 23: Note that light fixture layout sha�l be as shown on 2/E2. 2. Aad General Note 9 to read: "Ceiling and lighting work in Library 70, Corridor 72, lobby 'I3, Sec. 74, Sec. Work 77, Staff Work 80 are Additive Alternate No. 2. 3. Add General Note 10 to read: "Ceiling and i.ighting work in Corridor 16 is additive Alternate No. 2. I 4. Delete Note 7 in its entirety. 5. Add General Note 11 to read: At Corridor 16, Classrooms 17 thru 22, Library 70, Corridor 72, Lobby 73, Secretary 74, Secretary Work 77 and Staff Work 80 remove and reinstall existing batt insulation above existing ACT ceiling as required for installation of new ceiling tile and light fixtures. G. SHEET A8 1 . Replace Sheet A8 dated 4/7/88 with attached Sheet AO revised date 4/21/88. H. SHEET A9 1 . Replace Sheet A9 dated 4/7/88 with attached Sheet A9 revised date 4/21/88. April 21 , 1988 Page 6 ITEM_III`__SUESTITUTIONS THE FOLLOWING MAUFACTURERS AND/OR THEIR PRODUCTS NOTED, Ac�; APPLICABLE, ARE APPROVEO SUBJECT TO FULL COMPLIANCE WITH SPECIFICATIONS AND DRAWINGS AND AS OTHER14ISE NOTED HEREINAFTER: 06410 Custom Czsework Dieter Franck, Inc. 06410 Custom Casework E.S. Clift & Sons, Inc. 08111 steel Doors & Prames Dean Steel Co. 08710 wood Doors BJ Door Co. 79650 Resilient Flooring Tarkett 09650 Re:,ilient Flooring KE!ntile Criterion 12xl2xl/8 09680 Carpet W&l1co Tribute 26 oz. 16500 Lighting Prescolite CFR8-472 (Type D) BlnnrP SHALL NOTIFY Al_L .SUB-BIDOERS AND SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON CDMPLF_TE AND SUBMITTED BID FG-M. Attachments: Item I : Table of Contents - TC-1 (4/21/88) Section 00300 - B i d/Tender• Form Division 9 - Room Finish Schedule Sheets -7 Section 09511 Suspended Acoustical Ceilings Section 12692 Floor Mat Specification Division 15 - Mechanical Addendum #1 Division 16 - Electrical Addendum #1 Item I.l : Drawing R-•1 (4/21/88) Drawing R-2 (4/21/88) Drawing A8 (4/21/88) Drawing A9 (4/21/88) *** END ADDENDUM NO 1 . **A- T A/21/88 TABLE OF CONTENTS Number of Pages Frontspiece Table of Contents DIVISION 0 - BIDDING & CONTRAC•- REQUIREMENTS Section 00020 Advertisement for Bids 2 00100 Instructions to Bidders 9 00110 Supplementary Instructions to Bidders 4 00111 Substitution Request Form 2 00300 Bid/Tender Firm 4 00700 General Coriitions of the Contract 24 00800 Supple.7—Cary Conditions 17 Prevailing Wage Rates for Public Work Contracts in Oregon 25 DIVISION 1 - GENERAL REQUIREMENTS Section 01010 Summary of the Work 3 01025 Applications for Payment 2 01028 Change Order Procedures 3 01040 Coordination and Meetings 3 01045 Cutting & Patching 3 01070 Definitions 3 01090 Reference Standards 7 01120 Alteration Project Procedures 3 01300 Submittals 6 0140(1 Quality Control 3 01501 Construction Facilities & Temporary 17antrols 5 01600 Mate,-ial & Equipment 6 01700 Contract Closeout 6 DIVISION 2 - SITEWORK ection 020'1. 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T Y F c D.' HGATEEK LG�.�►TI��- Q6PLAcr4S cwAR fL. : M �SOUIZCoe 2 �eSvUT�4 ELEV _ 2 4 ci 1 .bs olfla:4'60141 — / " ED Puu- TYF v pEI,AGAT>~ >✓x�t��a G /�IcP�OS go N01E aN Z -r¢Ih ,tea '10G THIS vOOr, _ 1 - > 1 � �p TRIM• _--___ _______�___._�___.� _ I A ►�� LUGK ��' _ B(151161, MZi. � fboo k:e1ASE -- LA - ����o��GE • 1) U L L O 1, S O r: W E. F. h 1. S IM N11'F'in1 A—w, nwtLM (hro.972M SITV2-Oral E�-6MENT�1' �I-aaoV G 1)ArF. -1/21/yG N'H 0 ��I 1)IIMVN/(;IIF.CKEI)Nl' N,�x'V REVISIONS R-2 air et aar a. F �Ww engineering, inc. 6415 S.W. Canyon Court • Suite 100 • Portland, Oregon 97221 • (503) 297-5676 Project No. 90.08 MEMORANDUM TO: Dave Smith, Dull Olson Weekes Architects FROM: Doug Bochsler, Mark Wirfs, P.E.. R & W Engineering. Inc. SUBJECT: Metzger Elementary School - Interior Remodel Addendum No. 1 DATE: April 19. 1988 ELECTRICAL 1. Dray.ing E1. "Partial Plan - Power." for Secretary Work Room No. 77. Out-let strip at south wall should be moved east to withi.i 6 inches of east wall. 2. Drawing E1. "Partial Plan - Power" for Secretary Room No. 74. Relocated device shoul; be referred to Note 7. Note 7 shall be added to the General Notes as follows: "Relocate existing intercom as shown." 3. Drawing E1, General Notes. Change Note 5. Item "B" to. read ss follows: "B. OUTLET BOXES FOR SWITCHES AND RECEPTACL;;S SHALL HAVE EXTENSION RINGS PROVIDED (IF NECESSARY) TO ACCOMMODATE WILL FINISH MODIFICATIONS. ALL DEVICES SHALL BE PROVIDED WITH NEW PLATES. ALL LIGHT SWITCHES SHALL BE REPLACED WITH NEW DEVICES." 4. Drawing E2, Detail 2/E2. Light switches shall be located on east side of door. 5. Drawing E2, Detail 2/E2. Delete undercabinet lighting (fixture Type C) including switch and wiring. 6. Drawing E2. Detail 3/E2. Add an undercabinet light Type C over sink area at east wall of room. Provide wall mounted switch and connect to room lighting circuit supply. 7. Drawing E2, Detail 5/E2. Relocate outlet strip to over cabinets at east wall adjacent to location shown. 8. Drawing E2. Detail 5/E2. Above former location of new outlet strip (see previous item) provide an undercabinet light Type C. Provide wall mounted switch and connect to room lighting circuit supply. 9. Drawing E3. Note at center a!id right hand side of drawing should read "Ballast Replacement. SEE NOTE. SHEET E-4." J Memorandum Addendum 1, 1190.08 April 19. 1988 Mechanical 1. Section 15630: BURNiR CONVERSIONS: A. Paragraph 1B.3. delete word "not" and replace with "meet" 1�o read. . .. "and meet the requirements of Factory Mutual (FM)". B. Paragraph 2A. delete 111.000.000" and replace with 111500000" to read. "The firing rate sha2.1 be 1.500.000 Btu/hr input". C. Paragraph .,A, add comma aftar "regulator" in last sentence. 2. Drawing M1 add title UPPER FLOOR MECHANICAL PLAN with North arrow up and SCALE .1/16"=1'0" below partial plan of school. 3. Drawing M2: A. Add title LOWER FLO')R MECHANICAL PLAN with North arrow up and SCALE 1/16"=1'0". B. Chaage note on replac°ru gas meter located near P.E -tamp from "service approx. 4880 MBH" Lu "service approx. 5880 MBh t DULL OLSON WEEKES 1.E'I"I'LR OFTRANSNIMAL 115NWF1mtAwnne,Suite301 Studund,0eFpn972M 5031226411M nom• U 1 n + lit WE ARE SENDING YOU ❑Attached U Under separate cover H Shop dra"inus pa'tints ❑Plans ❑Samples Klxvifications ❑Copy of lelter ❑Change order ❑ (:u Mics Uatc No. _ Description - 1 THESE ARE TRANSMITTED ❑For your use 1'or 1-1,%W c and cv inin}cnl I_I For aplirmA L I As milm-1-1 Remarks: - - ---------- Signed" � �..-. -------- anted Copy lb--- ��� __ CIFTYOF TIGARD ® PLAN CHECK APPLICATION r CI YOFTWARD PLAN CHECK C.O,JI NUNITf DEVELOPMENT DEPAFiTMEtdT ottaow -- 1u1Lt6%V14A8Ms.P.O.@M22 Ql.11p 40fflQW P7?2f OM',63"176 PERMIT 1_ DATE ISSUED JOB ADDRESS: 0�yL _ TAX MAPAOT_ SUB:_ OT: LAND USE: _ VALUATION: ' ,) 7. ©Fo SETBACKS: FRONT: REAR: LEFT: RIGHT: I'�ORK CLOSS: HEIGHT: TOTAL AREA: USE TYPE: _ FLOOR LOAD: 1ST: CONSTR TYPE: HEAT TYPE: 2ND: -� OCCUP GROUP: DWELI./UNIT'S: 3RD: : OCCUP LOAD: _ NO BEDROOMS _ _ BASEMENT: N) STORIES: _ NO E AT'HS: - GARAGE: _ I!tP SURFACE: - APPROVALS M'D SPECIAL NOTES ITEMS REQUIRED PLIWNINr,: REISSUE OF: LIST SUL 'INTBACTO'RS: ENGINEMING: LAST REISSUE: BUS TAR: FIRE DEPT.: FLOOD PLAIN/ CALCULATIONS: �r 07'RS(t: SEN IND.: TRUSS DETAILS: PARKING PLAN: LANDSCAPE PLAN: PLAN CHECK BY: OTHER: COMMENTS:— 17L s1� <<sd_�- .1s1 �1 , �_ !c� 6, G' c rL3�'�tia[<eQ �r:.c�j.i� Yom. oirL46.��_��� ij CCT DESCRIPTION AMOUNT OWNER 10-432 00 Bui! ?. Permit Fees a A=S 1l : 10-431 00 Plumbing Permit Fees # ADDRESSi ►� Fktci ( 10-43.1 O1 Mechanical. Permit Fees #�_ V' -Z 10-230 01 State Building Tax (5X) # 10-433 00 Plans Check Fee # t PHONE: - 21 a uwx-v\, 30-443 00 Sever Connection (20x) #! 30-202 00 £ewer Connection (80X) # CONTRACTOR 30-444 00 Sewer Inspection # NAMB .ecce .51-448 00 Street System Dev. Charge 031DC) # AD S: %52-449 01. Parks I System Dev. Charge (PDC) � 52-449 02 Parks II System Dev. Charge (PDC) _ 31-45000 Storm Drainage Syst Dev Chrg(SSDC) _ PHONE: 10-230 09 TRFD (95X) 10-435 00 TRFD (5X) # ARCH/ENGINEER 10-230 06 Washington County Fire /1 (95X) # NAMES ✓A OJ ? C 10-435 00 Washington County Fire 01 (51) # ADDRESS: - 10-•220 00 Amart/Wedgewood # AA 10 TOTAL # PHGNB: 112-1k-- VIC CF41\ PREPAID $ \ REC — /// BALANCE DUE f CC -- AP ICANT GNATURE Received By: Date p pceived: `� `a I PLAN CHECK APPLICATION i G , CITYOFT167ARD CJiYOFflGARD PLAN CNF,CK r{ COMMUNITY DEVELOPMENT D PAR�. O°9a°" PERKT p ,�,' U -(ci u►zssv►ireNe.P.o.nazW-rda o. '0" DATE *SSUED JOB ADDRESS: / 0 : L.;' ccs !l� _ _ TAX MAP/LOT SUB: Lor: LAND USE: r --'--' SETBACKS: FRONT: REAR: LEFT: RIGHT: VALUATION• r O1) - 9- eo-o ' TOTAL AREA WORK CIX-,SG: IST:' USE TYPE: FLOOR LOAD: 1ST: _ CONSTR TYPE: HEAT TYPE: 2ND: OCCUP GROUP: DWELLAMITS: 3RD '- NO BEDROOHS: ��'�' o,-,CUP LOAD: GARAGE,. N) STORIES: _ NO BATHS: 114P SURFACE: APPROVALS REQ—'D SPECIAL NOTES ITR"4s REQaTP:S>> PLANNING: R asses fJF: I.ISTa SUBCOMI.FACTORS: ENGINEERING: 1AST REISSUE: BUS IAX: FIRE DEPT.: _ FLOOD PLAIN/ CALCULATIONS: - OTHER: SFN LRD.: TRUSS DETAILS: PARKING PI.A,N: LANDSCAPE PLAN: O, T' HER[ : PLAN CHECK By a L aa. 00HENTS: 17lx <<w p � 3.0-43200 Building Permit Fetes = %? �iL(' �,� Z'x� 110-431 00 Plumbing Perm..+.t Fees ADDRESS: PAC ( 10-431. 01 Mechanical Permit Fees - c Z10-230 01 State Building Tax (5%) t G t 10-433 00 Plans Check Fee PHONIt _ 2Z� INbI�, 30-44300 Sever Connection (20x) 30-202. 00 Sewer Connection CONTRACTS 30-444 00 Serer IneFer_tioa .51-448 00 Street System Dev. Charge (SDC) 52-449 O1 Poria I System Der. Charge (PDC) # 57,,-449 02 Porlr II System Dew. Charge "' ) 31-450 0 0 Storm Drainage Syst Dew Chrg(SSDC) PHONE: 10-230 09 TM (95x) _ _—� 10-435 00 TRFD (5x) 1.0-230 06 Washington County Fire /1 (95X) ARCH/ENGINEER �� 10-435 00 Washington County Fire /1 (52) 'e #_ .,A&r 1` ADDRESS: �� V I 10-220 00 Amart/Wedgewood —_ - ----+-- n - 7,, TOTAL � PHGNE: PREPAID \\ REC BALANCE DUE L AP ICANT lA RE c � Received By: _ CL Date Received: MW w juw xw s 1� f� fR! Ill tliQ P.O.Bout 2:4,-W -Al CITY OF TIGARD PLUMBING 1SWH&U 131%4. Applicants must mold Oregon Registration to conduct a plumbingliciard CR Pl✓R �']� 6, 175 97223 business or must be property owner/operator not hiring outside help. Name of Dewloprrnenl � �'`i��� - -_ Plumbing Permit No. Address E,eaeription Job CQS 814-21-610 DUAN. PRICE AMT. Tax LM Map.No. Addreu Lel Block SubdivisionFIXTURES ---- ' Sok - 7.50 Qtj or name ss Urvalory_ 7.50 Tub or Tub/Shower Comb. 7.50 Slwwer Only 7.50 Owner t/ ale Zip Water Closet----- - - 7.50 a ahwasher 7.50 -.--- --- Pfncv* Garbage Disposal - - •-- 7.50 Nara-- Washing Machine -- -- 7.50 Floor Drain -� 7.50 °ss Phone Water Healer --- -- 7,50 --- Occupant City/State 1.113 Laundry Room Tray - -- 7.50 Urinal 7.50 -- Phone- Other Fbdures(Specify) 7.50 - 7.50 -+1166 rens Phone 7.50 Contniotor Cqy/Stab -•- ZIP 7.50 - _ IYIISCELL.ANEOl1S - --- - City Bus.Tax No - suww 1 et 100' _` _ - 30.00 - state -.1;oJw1fN0. tSa s P M- srs q-D Av. Ekwer-ea.Addit.100' - 15.00 (110 tial) wal"I Service 1 st 100' _ 20.00_ I hereby acknowledge that I have road M apf kjftn,that to knkxmatlon Wutrrr Service ea.AWN"'- _ 15.00 - given is*erect,that I am rogls(erod with:o Stale Builders Board.and also Skwm 6 Rain Drain I A.100' 30.00 have a Stale PkunbkV Soon**that Ow rkxnbers Qlwn are correct.that an - pkxnbbng work will be done in socorde nos with applicable provision*of Ors- Sk.m&PpJrn Drain AddH.100' 15.00 lion Revised SUMAes Chapters 447 and dpi ano applicable oohs and th#t - - no help will be employed unlicensed Ra Ndw ORS 803 (11 exempt from MobNe Horne Space -- - 2'5.00 unless licensed Stale reglOstiorn.please 91"reason mow). Back Flaw Prsvwnborn HOMEOWNERS-h hereby owWy that 1 am the owner of Mo property dr DeMaarx_ArnwPoNution Device - -� 7.50 snrbed above id wflk>!r location 1 pwpwe lomake a pkanbirV i simWo n for AMP Trap w Web*Not my own use anci 01W property Is not bekng oonetrnxied hx saN,base rx r ant f onnecied to a Fbrpxe 7.50 CaIChBasin 7.50__ Irulp.01 EXIM.Pkxr" -- --- 40.00 Por Hr. SI»dalty Rawested i+spsrrSons 40.00 Per Hr --- -- - _ Altar.of Pkrrnbkn0 wMh1r w Ex$MNV Bldg_- .� 15.00 mit. WVnOORtIED SH 3 T-tW E ---- Dafe h*w Bkfg.orBulld.Addillon 26.00 min. id�.rL4 _c.�.__ 1�a tarral�+ - -- Deerxibe work new[] addition(-I _ aitnraliorn C7 W. 0❑ c)l;cl��fr�--- 15.00 L1Db,.-dqne _--rosidential(-1 nolr�beidentlal -, - - Exi"use of --- -- - (.'0 a*ft w property r___�- _ _---- I1111111111-TOTAL - PV U"M =-h ► �' °rty.---------_ --. ----- - W t!li MNA A11O[ This pertI beaornse"and void N work or oor*suoYon auhoriceu is not oorrr -- loMwlosd*Wdn 1A0 daylsns►M os►vanaSon or wont is stiepwmW or abandoned her (a SPO bd of 100 clays al any fine WW work r »r oomnnoed. '7 tlllapAL OOIIOmome Date Mtured �--------- - -- by - --_-- --- -- -_-- --9 is � W MW MECHANICAL PERMIT /CITY OF TIGARD II�IEC Receipt#Permit# __- Description Table 3A Mechanical Code OTY PRICE AMT City of Tigard 1) Permit r ee -0- -0- 10.00 1:3125 S.O. Hall Blvd. -- —. — — P.O. Box;23397 2) Supplemental Permit 3.00 Tigard,OR 97223 -- 639-4175 1) Furnace to 100.000 BTU 6.00 8 _incl._ducts&vents 06 2) Furnace 100,000 BTU + 750 incl.ducts&vents Named iopment / 3) Floor Furnace — 6.00 incl.vent - -_ Job Address i✓ 4) Su loorx ed ntedhheater,wall heater - 6.00 or door�oounted heater Address �_ Tax Lot Map No. 5) Vent not incl.in 3.00 pa _ Lot eiock Sutxiivishxr appliance rk --- Repair of heating,refr ig., (�. Name(or nano a 600) 6) cooling,absorption unit U 00 Boiler or comp to 3 HP 600 (� Owner Address /e/ ,) absorp.unit to 100,000 BTU coy/ - --- —Zip !�. a) Boiler or comp to 3 N.P-15 HP 11,00 absorp.unit to 500,000 BTU Boiler or comp 15-30 HP 1500 A0 Nor,e 9 absorp.unit 1/2-1 million _ r Mailing Address - Ph" 10 Boiler or comp to 30-50 HP 22.50 j absorp.unit 1-1.75 million — Contractor CMy/Stato iZIP 11) Boller or comp to 50 HP 31.50 absorp.unit 1,750,000 BTU State Registio"I No. City&m.Tex No. 121 Air handling tank to 4.50 10,000 CFM Alr handling unit 7.50 i hereby acknowledge that I have read this application Mut the irdwmaticn gfw•, t 3) 10,000 CFM + _- ctx�ect.MW 1 am the ownw or a~.zed egw of Mn owner,Mut plat»Wamitted am iii - --- compliance with state Iswe.MW 1 am registered with the State Ruxders'Board,that" 14) Non portable .4.50 mxnbw given Is oorred.("exempt from State rsgiWation pisase give reatwi below). ev"rate Cooler - - - -- -•-_-- -_a--- --—. 15) Vent fan connected 300 to a single dud --- -- 16) Ventilation system not 4.50 included in appliance permit -� - --------- --.__._-_..------ 17) Hood served by 4.50 rpe cl-nical exhaust •(owrx�or"m_I ---- Date 18) Domestic type 7.50 Describe work ❑ addition U alteratiort;K repair U incinerator_ to be done residential U non-residential'R' 19) Commercial or industrial 30,00 _ type Incinerator------ Existing ncinerator - -Existing use of - Other i.e.,woods.:)ve.water building or properly -_-- --- ----- 20) 4.50 heater,solar,clothes dryers,etc _ -_ Proposed use of -'-- - building or property._�_ -__®_ -__-- ---- 21) Gas piping one to four outlets 2.00 Type of fuel- oil U natural gas LPG U electric - 22) More than 4-per outlet F/2- .S O 6-00 NOTICE - SUB-TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- --- 4%SURCHARGE pp STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 �__-- So-IO,-__ _ _1'� (JAYS. OR IF .;ONST RUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOh A PERIOD OF 180 DAYS AT ANY TIMF AFTER ------� -----e TOTAL WORK IS COMMENCED Special CondiUon�. ------ ----- ----- Dale issued by.----.- -�-- PROJECT MANUAL METZGER ELEMENTARY SCHOOL INTERIOR REMODEL TIGARD SCHOOL DISTRICT # 23 J DULL OLSON WEEKE,.� ARCHITECTS PROJECT MANUAL r it M__E_TZGER ELEMENTARY SCH_O_OL - INTERIOR REMODEL For Tigard School District a: 3,J '.gard, Oregon April 1988 V 2282 ' '-� 4n %RTLANt,. EN C. 01. ON C? �-, ORE 0 OF (011, Francis X. Hodapp, Jr. Business Manager- School District 423J 'lashington and Clackamas Counties, Oregon 13137 SW Pacifi,: Hwy. Tigard, uk 97223 r r TABLE OF CONTENTS Number of Pages Frontspiece Table of Contents DIVISION 0 - BIDDING & CONTRACT REQUIREMENTS Section 00020 Advertisement for Bids 2 00100 Instructions to Bidders 9 00110 Supplementary Instructioons to Bidders 4 00111 substitution Request Fcrm 2 00300 aid/Tender Form 4 00700 General Conditions of the Contract 1 00800 Supplementary Conditions 17 Prevailing Wage Rates for Public Work Contracts in Oregon 25 DIVISION 1 - GENERAL REQUIREMENT° Stiction 01010 Summary of the Work 3 01025 App'iications for Payment 2 01028 Charge Order Procedures 3 01040 Coordination and Meetinq_s 3 01045 Cutting & Patching 3 01070 Definitions 3 01090 Reference Standards 7 01120 Alternation Project Procedures 3 01300 Submittals 6 01400 Quality Control 3 01500 Construction Facilities & Temporary Controls 01600 Material & Equipment 6 01700 Contract Closeout 6 DIVISION 2 - SI';-:WORK Section 02072 Minor Demolition for Remodeling 3 DIVISION 3 - CONCRETE No Work in this Section DIVISION 4 - MASONRY No Work in this Section DIVISION 5 - METALS No Work in this Section TC-1 1r os► s W_Xff x4ff �r �► TABLE OF CONTENTS DIVISION 6 - WOOD & PLASTIC _>ection 06112 Framing & Sheating 2 06200 Finish Carpentry 4 06410 Custom Casework 6 DIVISION 7 - THERMAL & MOISTURE CONTROL Section 07213 Batt and Blanket Insulation 2 07420 Composite Building Panels 2 07900 Joint Sealers 4 DIVISION R - GOORS & WINDOWS Door Schedule and Lt_gend rection 08111 Standard Steel Doors & Frames 3 09210 Wood Doors 3 08712. Door Hardware 3 08800 Glazing 3 DIVISION 9 FINISHES Room rinish Schedule ;ection 09215 Veneer Plaster 4 09220 Portland Cement Plaster 5 09260 Gypsum Board Systems 4 09511 Suspended AAcoustical Ceilings 4 09650 Resilient Flooring 6 01"580 Carpet 6 ;19900 Painting 3 DIVISION 10 - SPECIALTIES `;ection 10100 Chalkboards & Tackboards 3 1052: Fire Extinguishers, Cabinets, and Accessories 2 DIVISION 11 - EQUIPMENT No Work v this Section DIVISION 12 - FURNISHINGS Sectio-i 12512 Horizontal Louver Blinds 3 0IVISION 13 - SPECIAL CONSTRUCTION No Work -in this Section DIVISION 14 - CONVEYING SYSTEMS No Work �n this Section TC-2 TABLE OF CONTENTS DIVISION 15 MECHANICAL 22 Section 15010 General Provisions 15050 Basic Materials & Methods 15250 Insulation 15400 Plumbing 15500 Heatiig, Ventilating & Air Conditicning 15950 Controls 15990 System Balancing DIVISION 16 ELECTRICAL 19 Section 16010 General provisions 16050 Basic Materials and Methods 16110 Conduit, Raceways, Boxes & Fittings 16120 Conductors and Connectors 16150 Wiring Devices and Plates 16170 Motor Starters, Disconnects ano Overcurrent Devices 16450 Grounding 16470 Panelboards 16500 Lighting Fixtures and Lamps ,:NO OF SECTION 1, TC-1 tea . .ice . �► SEC, ICON 00020 ADVERTISEMENT FOR BIDS 1 .01 NOTICE TO BIDDERS Written Sealed Bids will be received by Francis X. Hodapp, Jr. , Business Manager , Schoo'' District #23J, Washington and Clackamas Counties, Oregon, 13137 bid Pacific Highway, Tigard, Oregon until 7:30 p.m. PDT, Monday, May 2, 1988 for all work and materials for the construction of the Metzger Elementary School Interior Remodel , located at 10255 SW 90th, Portland, Oregon. At the time and place mentioned above, in the Board Room of the District Offices, all bids on hand will be opened and publicly read aloud and then filed for public inspection. Bids may be submitted to the Business Manager at the District Office's during wcrking days, up to and including the day of the bid opening, betNeen 8.00 A.M. and 4:30 P.M. and on the day of the bid ripening, from 7:00 p.m until 7:;0 p.m. at the {dace of the bid opening. Bids recEived after the time fixed for opening will not be considered. ' .02 BIDDING DOCUMENTS Bidding documents for the work are those prepared by the Architect, Dull Olson Weekes Architects. Bona fide General Bidders may obtain two (2) sets only Et the office of the architect, 115 NW First Avenue, Suite 301 , Portland, Oregon 97209 (503/226-6950) , upon deposit of a check made payable to the School District in the amount of $50.00,'Set; return of deposit to be in accordance with the Instructions to Bidders. Ridding Dociinents will be available for examination (Airing the bidding period at the School District Administration Office, Dull Olson Weekes Architects, Pnrtland, and in the following organization office t:unstruction Uata Plan Center SW Washington Contractor's Assn. (West) 7017 NW Hwy 99, 4110 925 N.W. 12th Avenue Vancouver, WA 98565 Portland, OR 17209 (206), 694-7922) (503/225-0200) Construction Data Plan Center- Salem Contractors Exchange (East) 2256 Judson S.E. 112, SE Madison Salem, OR Portland, OR 91214 (503/362-7957) (503 '234-0281 ) through the sery ces of Dodge Scan Impact Business Consultants 100 West Harrison Plaza 8959 SW Barbur Blvd. 315 North Tower Portland, OR 97219 Seattle, WA 98101 (503/245-9253) (206/284-3811 ) Only bids submitted in writing on The Bid Tender Form sr,pplied with The Bidding Documents -4ill be considered. 00020-1 A AWIN r, SECTION 00020 , ADVERTISEMENT FOR BIDS 1 .03 PRE-BID MEETING A pre-bid meeting and tour of the existing facility has been scheduled for, 3:30 p.m. , April 20, 1988 at Metzger Elementary School , 10255 SW 90th, Portland, Oregon. All interested contractors are invited to attend. Attendance is not a pre-requesite for bidding this project. 1 .04 STATE PROVISIONS FOR PREVAILING WAGES No bid will be received or considered unless the Bid contains a statement by the bidder, as part of his bid, that the provisions required by ORS 279.350 (Workmen on Public Works to be Paid Not Less Than Prevailing Rate of Wage) are to be complied with. 1 .05 BID SECURITY No proposal will be considered unless accompanied by bid security in the form of (:ertified check, cashier's check, or surety bond payable to the School District in an amount equal to 10% of the basic bid. No interest will be paid on bid security. Return or retention of bid security shall be subject to the provisions of ORS 279.031 . n REJECTION OF BIDS Pursuant to ORS 2'9.035, School District tt23J may reject any bid not in --')mpliance with all prescribed bidding procedures and requirements and may reject all bids if, in the judgment )f the Board of Directors, it is in the public interest to do so. No bidder may withdraw his bid after the hour set for the opening thereof and before award of the contract, inless award is delayed beyond ,0 calendar days from bid opening date. Francis X. Nodapp, Jr. , Business Manager :,,.hool District 013J Washington and ;:lackamas Counties, Oregon END OF SECTION 00020.2 � W R T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S A 1 Document A701 Instructions to Bidders 1987 EDITION TABLE OF ARTICLES 1. DEFINITIONS 6. POST-BID INFORMATION 2. BIDDER'S REPRESENTATIONS 7. PERFORMANCE BOND AND PAYMENT BOND 3. BIDDING DOCUMENTS H. FORM OF AGREEMENT BETWEEN OWNER 4. BIDDING PROCEDURES Ink ND CONTRACTOR 5. CONSIDERATION OF BIDS 1 i t 1 Copyright 1970, 1974, 1978, ©Ibh by Thr American Institute of Architects, 1734 New York Avenue, N.W, Washington, D.0 20006 Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violmcs the copyright laws of the Unitrd States and will he sublect to legal prosecution. AIA DOCUMENT A701 • INSTRUCTIONS TO BIDDERS•N WRTH EDITION 0 AIA• •01987•THE AMFRIt AN IN,,I 1111 F()F ARCHITECTS,1735 NEW YORK INFNIIE,N.W.,WASHINGTON,D.C.20006 A701.1997 1 ■e rf I! s 1■i' la t� dimension,appearance:nd quality to be met by any proposed of the hid security,state the Bidder's refusal to accept award of substitution. less than the combination of Bids stipulated by the Bidder.The 3.3.2 No substitution will he considered prior to receipt of Bidder shall make. no additional stipulations on the bid firm t'c)r qualify the Bid in any other manner. Bids unless written _equest for approval has been received by the Architect at least ten days prior to the date for receipt of 4.1.7 Each copy of the Bid shall include the legal name of the Bids. Such requests shall include the name of the material or Bidder and a statement that the Bidder is a sole proprietor,part- equipment for which it is to be substituted and a complete nership, corporation or other legal entity. Each copy shall be description of the proposed substitution including drawings, signed by the person or persons legally authorized to bind the performance and test data,and other information necessary for Bidder to a contract.A Bid by a corporation shall further give an evaluation.A statement setting forth changes in other mate- the state of incorporation and have the corporate seal affixed.A rials, equipment or other portions of the Work including Bid submitted by an agent shall have a current power of changes in the work of other contracts that incorporation of attorney attached certifying the agent's authority to bind the rile proposed substitution would require shall be included.The Bidder. burden of proof of the merit of the proposed substitution is upon the proposer.The Architect's decisiot.of approval or dis- 4.2 BID SECURITY approval of a proposed substitution shall be final. 4.2,1 If so stipulated in the Advertisement or Invitation to Bid, 3.3.3 if the Architect approves a proposed substitution prior or supplementary instructions to bidders, each Bid shall he to receipt of Bids,such approval will he set forth in an Adden- accompanied by a bid security in the form and amount dum. Bidders shall not rely upon approvals made In any other required, pledging that the Bidder will enter into a Contract manner. with the Owner un the terms stated in the Bid and will, if 3.3.4 No substitutions will be considered atter the Contra.t required, furnish bonds covering the faithful performance of award unless specifically provided in the Contract Documents, the Contract and payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such hcnds if required, the amount of the bid security 3.4 ADDENDA shall he forfeited to the Owner as liquidated damages, not as a 3.4.1 Addenda will he mailed ca' delivered to all who are penalty.The amount of the bid security shall not he forfeited to rile owner in the event the Owner falls to comply with Sub- known by the Issuing office to have received a complete set� f Bidding Documents. i paragraph 6.2.1. 3.4.2 Copies of Addenda will he made available for Inspection 4'2'2 if a surety hond is required, It shall he written on AIA p Document A310, BILI Bond, unless otherwise provided in the wherever Bidding Documents are on file for that purpose. Bidding Ik)cuments,and the attorney-in-fact who executes the 3.4.3 No Addenda will he Issued later than four days prior to hc)nd on behalf of the surety shall affix to the bond a certified the date for receipt of Bids except an Addendum withdrawing and current copy of the power of attorney. the request for Bids or one which includes postponement of 4.2.3 The owner will have the right to retain the hid security the date:for receipt of Bids. of Bidders to whom an award is being considered until either 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that (a)the contract has been executed and bonds,If required,have the Bidder has recelved all Addenda issued,and the Bidder shall been furnished, or (b) the specified time has elapsed so that acknowledge their receipt In the Bid. Bids may he withdrawn, or(c)all Bids have been rejected. 4.3 SUBMISSION OF BIDS ARTICLE 4 4.3.1 All copies of the Bid, the bid security, If any,and other documents required to he submitted with the Bid shall he BIDDING PROL=DUKES enclosed in a scaled opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall he identified 4.1 FORM AND STYLE OF BIDS with the Project name, the Bidder's name and address anti, if applicable, the designated portion of the Work for which the 4.1.1 Bids .,nali he subn)ittcd on forms identical to the form Hid Is submitted. If the Bid is sent by mail,the scaled envelope included with the 9idding Documents. shall he enclosed in a separate mailing envelope with the nota- 4.1.2 All blanks un tion "SEALED Bit) ENCLOSED" on the face thereof.the hid form shall he filled in by typewriter �» or manually in ink. 4.3.2 Bids shall he deposited at the designated location prior to 4.1.8 Where so Indicated by the makeup of the bid form,sums the time and elate for receipt of Bids. Bids received after the time and date for receipt of Bids will be rt turned unopened.shall he expressed In both words anti figures,and in case of dis- crepancy between the two, the amount written in words shall 4.3.3 The Bidder shall assume frill responsibility for timely govern. delivery at the location designated for receipt of Bids. CIA Interlincatlons,alterations and erasures must be Initialed 4.3.4 oral, telephonic or telegraphic Bids are invalid and will by the signer of the Bid. not receive consideration 4.1.5 All requested Alternates shall he bid. If no change In the Have Bid is required, enter"No Change." 4.4 MODIFICATION OR WITHDRAWAL OF BID 4.1.6 Where two or more Bids for designated portions of the 4.4.1 A Bid may not he modified, withdrawn or canceled by Work have been requested,the Bidder may,without forfeiture the Bidder during the stipulated time period following the time 3 A701.1987 AIA DOCUMENT A701 INSTRUCTIONS TO BIDDERS•FOURTH FDITION•AIA* •(019v•THE AMERICAN INSTIVIF.OF ARCHITECTS,1735 NEW Y()RK AVENUE,N W.,WASHINGTON,11C.2(MX)6 INSTRUCTIONS TO BIDDERS ARTICLE 1 has correlated the Bidder's personal observations with the DEFINITIONS requirements of the proposed Contract Documents. 2.1.4 The Bid Is based upon the materials,equipment and Sys 1.1 Bidding Documents include the Bidding Requirements and toms required by the Bidding Documents without exception. the proposed Contract Documents.The Bidding Requirements consist of the Advertisement or Invitation to Bid, Instructions to Bidders, Supplementary Instructions to Bidders, the bid ARTICLE3 farm, and other sample bidding and contract forms. The pro- BIDDING DOCUMENTS posed Contract Documents consist of the form of Agreement bt!tween the Owner and Contractor, Conditions of the Con- 3,1 COPIES tract (General, Supplementary and other Conditions), Draw- ing`:,Specifications and all Addenda issued prior to execution of 3.1.1 Bidders may obtain complete ser-of the Bidding Docu- the Contract. ments from the issuing office designated in the Advertisement or Invitation to Bid in the number anti for the deposit sutn, if 1.2 Definitions set forth in the General Conditions of the Con- any, stated therein. The deposit will be refunded to Bidders tract for Construction, AIA Document A201, or in other Con- who submit a bona fide Bid and return the Bidding Documents Tract Documents are applicable to the Bidding Documents. In good condition within ten days after receipt of Bids. The 1.3 Addenda are written or graphic instruments Issued by the cost of replacement of missing or damaged documents will be Architect prior to the execution of the Contract which modify deducted from the deposit. A Bidder receiving a Contract or Interpret the Bidding Documents by additions, deletions, award may retain the Bidding Documents and the Bidder's clarifications or corrections, deposit will be refunded. 1.4 A Bid is a complete and properly signed proposal to do the 3.1.2 Bidding Documents will not he Issued directly to Sub- Work for the sums stipulated therein,submitted in accordance bidders or others unless specifically offered in the Advertise- with the Bidding Documents, ment or Invitation to Bid, or in supplementary Instructions to 1.5 The Base Bid is the sum stated In the Bid for which the Bid bidders. der offers to perform the Work described in the[lidding Docu- 3.1,3 Bidders shall use complete sets of Bidding Documents in ntents as the base,to which Work may be added or from which preparing Bids; neither the owner nor Architect assumes Work may be deleted for sums shlted In Alternate Bids. responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, 1.6 An Alternate. Bid (or Alternate) Is an amount stated In the bid to be added to or deducted front the am..unt of the Base 3.1.4 In making copies of the Bidding Documents available on Bid if the corresponding change in the Work, as described in the above terms, the Owner and the Architect do so only for tilt' Bidding Documents, is accepted. the purpose of obtaining Bids on the Work and do not confer a licentie or grant permission for any other use of the Bidding 1.7 A knit Price is an amount stated In the Bid as a price per Documents. unit of measurement for materials,equipment or services or a portion of the Work as described in tile Bidding Documents. 3.2 INTERPRETATION OR CORRECTION OF 1.8 A Bidder is a person or entity who suhmits a Bid. BIDDING DOCUMENTS 1.9 A Sub-bidder is a person or entity who submits a bid to a 3.2.1 The Bidder shall carefulh ,mdy and compare the Bid- Bidder for materials, equipment or labor for a portion of the ding Documents with each other, and with other work being Work. bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is snhmitted,shall examine the site and local conditions, and shall at once report ARTICLE 2 to the Architect errors, inconsistencies or ambiguities dlacovert:d. BIDDER'S REPRESENTATIONS 3.2.2 Bidders and Sub-bidders requiring clarification or Inter pretation of the Bidding Documents shall make it written 2.1 The Bidder by making a Bid represents that: request which shall reach the Architect at bast Seven days prior to the date for receipt of Rids. mens The the Bi has read and understands the Bidding[hx a 3.2.3 Interpretations, corrections and changes of the Bidding mcnts and the Bid Is made In aerordance therewith. Documents uments will he made by Addendum. Interpretations, cor- 2.1.2 The Bidder has read and understands the Bidding Docu- rections and changes of the Bidding DOCUments made in any ntents or contract documents, to the extent that such doru- other manner will not he binding, and Bidders shall not tcly mentatlon relates to thc• Work lint which the Bid is submitted, upon them for other portions of the Protect,If any,hcing hid concurrently or presently under construction. 3.3 SUBSTITUTIONS 2.1.3 The Bidder has visited the site, become familiar with 3.3.1 The materials, pn 11.11.10S and equipment described in the local conditions under which the Work Is to he performed and 11idding Documents establish a standard of required function, AIA bfi kUW A101 •INSTRI VA It INS To nIhDERs•FOURTH EDITION•AIA• •(t)190-?•THE AMERICAN INSTITUTE OF AR .141TRIS,1"41,NEW YORK AVFNIIF.,N Vr,WASHINGTON,D.C.JIXM A701-1987 2 and date designated for the receipt of Bids,and each Bidders(. required and.submitted as a prerequisite to the issuance of Bid- agrees in submitting a Bid. ding Documents. 4.4.2 Prior to the tit. -and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by notice to 6.2 OWNER'S FINANCIAL CAPABILITY the party receiving Bids at the place designated for receipt of 6.2.1 "I he Owner shall, At the request of the Bidder to whom Bids. Such notice shall be in writing over the signature of the award of a Contract is under consideration and no later than Bidder or by telegram; if by telegram, written confirmation seven days prior to the expiration of the time for withdrawal of over the signature of the Bidder shall be malted and postmarked Bids, furnish to the Bidder reasonable evidence that financial on or before the date and time set for receipt of Bids.A change arrangettments have been made to fulfill the Owner's obligations shall he so worded as not to reveal the amount of the original under the Contract. Unless such reasonable evidence is fut- Bid' niched, the Bidder will not be required to execute the Agree- 4.4.3 Withdrawn Bids may be resubmitted up to the date and men oetween the Owner and Conmictor. time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 6.3 SUBMITTALS 4.4.4 Bid security, if required,shall be in an amount sufficient 6.3.1 The Bidder shall,as soon as practicable after notification for the Bid as modified or resubmitted. of selection for the award of a Contrart, furnish to the Owner through the Architect in writing: .1 a design:•ion of the Work to h^performed with the ARTICLE 5 Bidder's own loires; CONSIDERATION OF BIDS •2 names of th; n,nnufacturers, products and the sup pliers of principal items or systems of materials and 5.1 OPENING OF BIDS equipment proposed for the Work:and .3 names of persons or entities(including those:who art; 5.1.1 Unless stated otherwise in the Advertisement cr Invita• to furnish materials o; equipment fabricated to .a tion to Bid, the properly identified Bids received on �irne will special design)proposed for the principal portions of be opened publicly and will he read aloud. An abstract of the the Work. Bids will be made available to Bidders.When it has been stated that Bids%.dl be opened privately,=m abstract of the same infor- 6.3.2 The Bidder will be required to establish to the satisfac- la•Ation may,at the discretion of the Owner,he made available tion of the Ar••hltect and Owner the reliability and responsibil- to the Bidder,, within a reasonable time. ity of the persons or entities proposed to furnish and perform 1 the Work described in the Bidding Documents. 5.2 REJECTION OF BIDS 6.3.3 Prior to the award of the Contract, the Architect will notify :he Bidder In writing If either the. Owt ,or Architect, 5.2.1 The Owner shall have the,right to reject any or all Bids, after due investigation,has reasonable objection to a person or reject a Bid not accompanied br a required bid security or by entity proposed by the Bidder. If the Owner or Architect hw: other data required toy the Bidt'ing Documents,or relct i 1 Bid reasonable objection to a proposed person or entity,the Bidder which Is in any way Incomplete or irregular, may,at the Bidder's option,(1)withdraw the Bid,or(2)submit fan acceptable substitute person or entity with an adjustment in 5.3 ACCEPTANCE OF BID(AWARD) the B Lqe Bic.' or Alit mate Bid to cover the difference In cost occasloncd hY such substitution. The Owner may accept the 6.3.1 It is thc• intent td the Owncr to award a Contract to the adjusted hid price or disqualify the Bid ler. In the event of lowest responsible Bid,ter provided the Bid has been submitted either withdrawal or disqualification, bid security will not he I in accordan :with the requirements of the Bidding Documents forfelte J. and does not.•xceed we funds available.The Owner shall have 6.3,4 Persons and entities proposed by the Bidder and ill the right to waive informalities ur irregularities in a Hid receivrd whom the Owner and Architect have made no reasonable to ars rpt the Hid which,in the Owner's judgment,is in the objection must he used on the Work for which•he ro- Owtier's own best interests. >'were p posed and shall not he changed except with the written con• 6.3.2 The Owner shall have the i .c.4 to accept Alternates In sent of the Owner and Architect. any Order or combination, unless otherwise specifically pro- Vlded in the Bidding Documents,and to determine the low Bid- der on the basis of the sum of the Base Bid anti Alternates ac- ARTICLE 7 cepted. PERFORMANCE AND ARTICLE 6 PAYMENT BOND POST-BID INFORMATION 7.1 BOND REQUIREMENTS 7.1.1 It Stipulated in the Bidding Documents., the Bidder shall R.1 CONTRACTOR'S QUALIFICATION STATEMENT furnish honds covering the faithful I.erformance of the Con- 6.1.1 Bidders to whom award of a Contract Is under con- tract and payment of all obligations arising thereunder. Bonds sidcr:uion shall submit t0 the Architect, upon request,A prop- may be secured through the Bidder's usual sources. erly executed AIA Document A.405, Contractor's Qualification 7.1.2 If the furnishing of such honds is stipulated In the Bid- Statement, unlrs:, such a Statement has been previousily ding Documents, the cost shall he included In the Bid. if the AIA DtXUMENT A701 •INSTRUCTIONS TO AIDI ORS•FOURTH EDITION AIA• •01981•THE f AMERICAN INST1111F..OF ARCHITECTS,I"13S NhW YORK AVENUE,N.W.,WASHINGTON,D.0 :.XX*i furnishing of such bonds is required after receipt of bids and 7.2.3 The bonds shall be dated on or anter the date c l the before execution of the Contract,the cost of such bonds shall Contract. he added to the Bid in determining the Contract Sum. 7.1.3 if the Owner requires that bonds be secured from other exec The Bidder shall ds on the ofattthe Fact who than the Bidder's usual sources,changes in cost will be adjusted executes the required bonds on behalf of the sun f y to affix thereto a certified and current ropy of the power.)f attorney. 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 ARTICLE 8 Owner not later than three days following the date of execution FORM Or AGREEMENT BETWEEN of the Contract. If the Work is to be commenced prior thereto OWNER AND CONTRACTOR in response to a letter of Intent,the Bidder shall,prior to com- mencement of the Work, submit evidence satisfactory to the owner that such bonds will be furnished and delivered In 8,1 FOPM TO BE USED accordance with this Subparagraph 7.2.1. 7.2.2 Unless otne►r.1se provided, the bonds shall he written 6.1.1 Unless otherwise required in th- Bidding Documents, on AIA Do.-.intent A3I7, Performance Bond and Payment the Agreement for the Work will be written on AIA Document Bond. Both bonds shall be written in the amount of!I v Con- ,A 101, Standard Form of Agreement Bet -een Owncr and Con- tract Sum. tractor Where the Basis of Payment is a Stipulated Sum. ► w —AIA D9CUMENT AMI • INSTRUC11ON5 TO BIDDRRS•FOURTH EDITION•AIA* 0 PI(j)4I•THE 6 A701-1987 AMERICAN INS 11111 E..OF ARCHITECTS,1741i NFW YORK AVENUE.N W,WASHINGTON,D.C.20(X)6 SECTION 00110 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The following supplements modify, change, delete from or add to the "instruction to BiddE-s", AI.A Document A701 , 1987 Edition. Where any article of the Instructions to Bidders is modified or deleted by these Supplementary Instructions to Bidders, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. ARTICLE 3 - BIDDING DOCUMENTS 3.3 SUBSTITUTIONS Subparagraph 3.3.2, delete the second sentence and substitute the following: Each such request shall be submitted with a "Request for Substitution" identical to or comparable in content to the request form bound in the Project Manual immediately following these "Supplementary Instructions to Bidder", and 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 information noted on the request form and otherwise necessary for evaluation. ;nhparatjr.aph 3..1.3, revise as follows: In first line change the wqm d "four" to "three". ',uhparagraph 3.4.4, revise as t, llows: Revise the last line to ad " . . . their receipt in the space provided therefore on the bid form. " ARTICLE 4 - BIDDING PPOCEDURES 1 . 1 FORM AND STYLE OF BIDS nelete 5r:hparayraph 4. 1 .6 and substitute the fcs' r ,wing: 4 . .6 The Bidder shall rake no :stipulations on the bid form nor qualify the Bid in any manner. 4. 2 BID SECURITY Subparagraph 4. 2. 1 revise as fellows: Delete the last sentence in its entirety. 00110-1 SECTION 00110 SUPPL.FMENTARY INzifRUCTIONS TO BIOUERS !f V I . la t�,e f,)llrwing subparagraph: 4.2.4 Upon the execution of the contract and bend by the successful Bidder, the bid security of vhe succes,3fui Bidder shall be t returned to the Bidder. The Bidder who is awarded a con*rect and who fails promptly and properly to execute the contract or r,ond shall forfeit the bid security that accompanied the su-:cessful ( bid. The bid security shall be taken and considered as liq,ridated damages and not as a penalty for failure of the Bidder to execute the contract and bond. The bid security of unsuccessful Bidders may be returned to them when the bids have been opened and the contract has been awarded, and shall not be retained by the School District after the contract has been duly signed. ARTICLE _5_-__CONSIDERATION_OF BIDS " .2 REJECTION OF BIDS �lFte Subparagraph 5.2. 1 and substitute the following: 2, 1The School District may reject any bid ni)t in compliance with all prescribed public bidding procedures and requirements, and may, for good cause, reject any or all bids upon a finding of the z)chool District it is in the public interest to dry so. in any case where competitiae bids are CeIluired and all bids are rejected, and the proposed contract is not abandoned, new bids may he called for as in the first instance. ACCEPTANCE OF BID (AWARD) gel?te Subparagraph 5.3. 1 and substitute the following: . 5 .3 . 1 After the Scnoul District determine•: that a contract is to be awarded, it will award the contract to the lowest responsible kidder . The "lowest responsible bidder" wi11 be the lowest bidder who has substantially complied with all bidding requirements and procedures and who has not been disqualified by the School District under ORS 279.037. In determining the lowest responsible bidder, the School District shall add a percentage increase on the bid of noresident bidders as required by ORS 279.029. ARTICLE_6 .__POST__BID_INFORMATION 6. ! CONTRACTOR'S QUALIFICATION STATEMENT -> .hparagraph 6. 1 . 1 , insert the following after the word "statement" in the f ,•rrth line. "or a properly executed Public Contract Review Board Form Contractor's Prequalification Application, in accordance with ORS 2'19.039, " 00110-2 r r SECTION 00110 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 6 . 2 OWNER'S FINANCIAL CAPABILITY ,9elete ;.paragraph 6.2 in its entirety . 6.3 SUBMITTALS Subparagraph 6.3. 1 revise the first line as follows: 6.3. 1 The Bidder shall , as soon as practicable but in no case no later than seven days after notification. . . 'lause 6.3. 1 ,2 and 6.3. 1 .3 revise as follows: "Names and telephone number, of. . . " ,;,,hparayrAph 6, 3. 3 revise as follows: Ti the sixth line revise the word "may" to "shall", delete the words ;t the Bidder's option ( 1 ) withdraw the Bid, or ( 2)" and in the last sentence delete the words "either withdrawal or". ARTICLE 7 - PERFORMANCE BOND AND PAYMENT BOND 7. 1 BOND REQUIREMENTS 0,11ete Subparagraph 7, 1 . 1 , 7, 1 .2 & 7. 1 .3 and insert the following: 7 , 1 , 1 The owner re(lijires tho gilder and reserves the right to racuire subcontract bidders to furnish performance bonds and payment bonds in form as set forth `­ierein and in amounts as set forth under the Genera' Conditior s. 1he Owner shall not be hold responsible for any costs for any subcortractor bonds unless the Owner, prior to the execution of the Owner-Contractor Agreement, requires Bidder,, in writing, to furnish such bonds from dPsignatea subcontractors, should any bonds he furnished by subcontract hidr;ers, or be required by any Bidder- to be furnished by any subcontract bidder, without writtn requesr by the Owner prior to the execution of the Owner-Contractor Agreement, su,h costs for any said bonds shall be at the expense of the Bidder and shall not he included in the Bid SUM. 7.2 TIME Or DELIVERY AND FORM OF BONDS y Add to Subparagraph 7.2.? the following: 1 Beth bonds shall he in full compliance with ORS Sections 279.029, 279.542 and 701 .430. Such bonds sha' l he written by a surety firm licensed to do business in the State of Oregon. 00110-3 u SECTION 00110 SUPPLEMENTARY INSTRUCIIONS TO BIDDERS ARTICLE 8 - FROM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 3. 1 FORM TO BE USED ^alete Subparagraph 8. 1 . 1 and substitute the following: 8. 11 A formal Contract in conformity with all provisions hereof will be prepared by legal counsel for the School District and tendered to Contractor for execution within sever, (7) days after date of bid award, if an award or awards are made. Add the following Article: ARTICLE 9 - SUPPLEMENTARY INSTRUCTIONS & INFORMATION 1. 1 BIDDING PROCEDURES & PROVISIONS . 1. 1 . 1 Bidding procedures ,hall conform with the requirements of ORS Chapter 279 Public Contracts and Bidding, including ORS 279.025, 279,029, 279.031 and 279.035 as well as any and all Administrative Rules of the State of Oregon Public Contracts Review Board. z 9. 1 .2 Any and all other federal , state, and local requirements which are by law required to be incorporate] herein are by this reference specifically incorporated herein. Iry 9. 1.3 In the event of any conflict between the terms of the Instructions to Bidders (ATA Document A701 ) and the Supplemental Instructions to Bidders, the Supplemental Instructions to Bidders shall govern. "JD OF SECTION T: 00110-u :SECTION n0111 SUBSTITUTION REQUEST FORM T 0: Du 17 O 1 tion Wpekes Arch i ta(,is 115 NW First Avenue. ;cite 301 Portland, OR 97209 PROJECT we hereby submit for your cc sideration the Product described below as a ubstitute for the Soecifiad product indicated: 1 . Specified_Product: Name: Section: ------------- Paragraph:--- P ,posed_-zubstitution: +. 5r nd Name: Manufacturer: -------------- -----_____------ --- ------(Name) Te Te 1 ephor,e) I, NPar -st Distributor: (Name) ------------------- ------------------------------- ------ - ---------_----- ----------------- (Address) (Zip) (Telephone) e. Substitute product effr,cts adjacent Work in the following way: ------------- . �!rppurtinq_Data: a. Attached data included product description, ;pecifications, drawings, photographs, performance and test data adequate ,ir• evaluation of the request; applicable portions of the data are clearly identified. b. Attached data also includes description of changes to Contract Documents which proposed substitution will require for, its proper installation. Certification: T)e undersigned certifies that the following paragraphs, unless modified o,i attar-Innents, are correct : OC111-1 SECTION 00111 SUBSTITUTION REQUEST FORM a. The proposed substitution does not affect dimensions shown on Drawings. Y t; b. The undersigned will pay for changes to the building design, including engineering design, detailing and construction costs caused by the requested substituion. c. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements. 0. Maintenance and service parts will be locally available for the proposed substitution. E . The function appearance and quality of the proposed substitution are equal or superior in all respects to the product specified. s. Submitted By: Fi r m: ----------------------------------_- (Name) ----- ----------- (Address) (Zip) ( Telephone) By: ---ease•- _ __ Title:t 1 e: (Please type or-print)_`____ ------------------------------------- Signature: 5. Acce tance`Reiection: Acceptable substitution items will be covered by an Addendum issued to all Bidders. 7. Architects Action_: The following is for use by the Architect: Accepted Accepted with exceptions as noted Not Accepted Received after aeadline Remarks: _-_-- _------ ------------------ ----------------.----- -----------------------__-___ By`-------------------------------------- Date: __.------ For: Dull Olson Weekes Architects END OF SECTION $� F Y 00111-2 SECTION 00300 BID/TENDER FORM P R O P O S A L FOR METZGER ELEMENTARY SCHOOL INTERIOR REMODEL. School District a23J Washingturr and Clackamas Counties, Oregon Tigard, Oregon Date: -------------- 1988 TO: Francis X. Hodapp Business Manager School District #231 13137 SW Pacific Hw,/. Tigard, OR 97223 Ladies & Gentlernen: Having carefully examined the Project Manual entitled Metzger Elementary School Interior Remodel , to be located at the existing school site, and the Drawings, similarly entitled, as well as the premises and conditions affecting the work, the Undersigned states he has the personnel and means to complete the work and proposes to furnish all labor and materials and to perform all work required by and in strict accordance with the above named documents for the following sums: 1 .01 BASE BID For, the Basi Bid, as defined in the Project Manual , the subtotal sum of: OOLLARSJ$ 1 1 .02 ADDITIVE ALTERNATE BIDS Should the following items of Work, as shown on the Drawings and/or described in Section 01030 of the Project Manual be added to the Contract, the Undersigned agrees to add the following sums from the Base Bid: 00300-1 I SECTION 00300 BID/TENDER FORM Additive Alternate Bid No. 1 Add all work and materials for converting boilers to natural gas. Add: DOLLARS( Additive_Alternate_Bid No. 2 Add all work and materials for remodel of office/workroom/library area: Add: ---------_�� —_ DOLLARSJS�_�___�—Z 7 .03 TIME OF COMPLETION The Undersigned agrees, if awarded the contract, to Substantially Complete the Work of this Contract by Friday, August 26, 1988 and to fully complete the Work not more than 30 calendar clays thereafter. ' •c)4 L.IQUIDATE.D DAMAGES Liquidated damaoes may be withheld by the Owner i accord with Paragraph 9. 11 of Section 00800, Supplementary Conditions. ' .05 CONTRACT & BONDS Should the Undersigned be notified of the acceptance of this bid within 30 days after the time set for opening bids, he agrees to execute a contract for the above work, for a compensation computed from the above sums, and to furnish certificate of insurance and performance, labor and material payment and maintenance bonds as required by the Project Manual , 1 .06 BID GUARANTEES The Undersigned further agrees that the check or bid accompanying this bid shall be left in escrow with the Owner, that its amount or, penal sum is the measure of damages which the Owner will sustain by the failure of the Undersigned to execute said agreement; certificate and bonds; and that if the Undersigned fails to deliver the said documents within 15 days after written notice of the award of the contract to him, then the check shall become the property of the Owner or the bid bond shall remain in full effect. But if this bid is not accepted within 30 days after the time set for opening bids, or if the Undersigned delivers said contract, certificate and bonds, then the check shall t , returned to him or the bid bond shall become void. 1 .07 MISCELLANEOUS PROVISIONS The Undersigned further specifically agrees to i_he provisions required by ORS 279. 350 pertaining to the Prevailing Rate, of Wage which are included in this Contract. 00300-2 SECTION 00300 BID/TENDER FORM 1 ,08 ADDENDA Receipt of the following Addenda to the Contract Documents is acknowledged. Addendum No. Date Addendum No. Date Addendum No, Date -- Addendum No. --Date _r 1 ,09 LEGAL STATUS OF BIDDER (IF PARTNERSHIP OR INDIVIDUAL) I witness whereof the undersigned has caused this instrument to be executed this ------------ day of --- --- -- _ 19 PARTNERSHIP BIDDER SIGNATURE FOR PARTNERSHIP Dated: (Name of Partnership) Company Name: -------------- ______ NAME OF PARTNERS: Address; State: ----------ZipBy- – —--------------------------- (Signature of One Partner) ---------------- INDIVIDUAL BIDDER SIGNATURE FOR INDIVIDUAL dba: Address: C i ty:_--------------- State:-- -----_______Z;p Cede: Phone: I 00300-3 SECTION 00300 BID/TENDER FORM ( IF CORPORATION) In 4itness hereof the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this ----------------------.day of --- , 19 (Name of Corporation)— By ----------------------- Title Attest Secretary CORPORATE ACKNOWLEDGMENT �TATE CF ) �� ss '�fQ COUNTY OF 1 On this day of ___ 19_—, personally ;c,r,eared and --------------••-------------------- -- ----------- ------------------- who, being duly sworn, lid say that they are the President and Secretary respectively of _ , the within named corporation and that the foregoing instrument was executed in behalf of said corporation by authority of its Board of Directors, and each of said officers acknowledged said instrument to be the voluntary act and deed of said corporation. Before Mer__���—_ Notary Public For :---_-___ My Commissio Expir?s: END OF SECTION 00300-4 T H E A M E R I C A N I N S T I T U T E O F A R C H I T F. C T S ti k� AIA Document A201 General Conditions of the Contract for Construction THIS UOCUAIh.'NT HAS IMPORTANT LEGAL r'')NSF.Qt1ENCES; CONSULTA77(JN WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION I 1987 EDITION TABLE OF ARTICLES 1. GENERAL, PROVISIONS 8. TIME 2. OWNER 9. PAYMENTS AND COMPLETION 3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY r 4. ADMINIST'RAT"ION OF THE CONTRACT 11. INSURANCE AND BONDS 1 1 5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK 6. CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISIONS SEPARATE CONTRACTORS 14. TERMINATION OR SUSPENSION OF THE 7. CHANGES IN THE WORK CONTRACT This document has been approved and endorsed by the Amociated General Contractors of Arn rh a. Copyright 1911, j915, 19tH,1925,1937, 1951, 195H, 1961, 1961, 1966, 1967, 1970,1976,01987 by The American Institute of Architects, 1735 Now York Avenue,N,W.,Washington,U.C.,2o(M Reproduction of the materlal herein or suhstantial quotation of Its omv.�Ions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecutions. ' AIA Dom' M IT A101 6 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION a FOURTEENTH EDITION _— AIA• •(El 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1'35 NEW YORK AVENUE,N.W.,WASHINGTON,D.0 2(xm)6 AXIII-I ? I I INDEX Acceptance of Nonconforming Work . ........ 9.6.6,9.9.3,13.3 Building Permit . . . . . . . . . . ........................ 3.7.1 Acceptance of work . . . . . . . . . 9.6,6,9.8.2,9.9.3,9.10.1,9.10.3 Capltallzatlan. . . . . . . . . . . . . .............. .......... 1.4 Access to Work. . .... . . . . . . . . . . . . . . .. .. . . . 3.189 6.2.1,12.1 Certificate of.;ibstant al completion ........,.... ....... 9.8.2 Accident Prevcntlon.. .. ....... ... .. . .. .. . .. .. ... 4.2.3,10 Certificates far Payment. .... .. 4.2.5,4.2.9,9.3.3,9.4,9 5,9.6.1, Acts and Omissions .. . 3.2.1,3.2.2,3.3.2,3.12.8,3.18,4,23,4.3.2, 9.6.6,9.7.1,9.8.3,9.10.1,9.10.3, 13.7, 14.1.1.3, 14.2.4 4.3.9,8.3.1, 10.1.4, 10.2.5, 13.4.2, 13,7, 14.1 Certificates of Inspection,Testing or Approval ..... 3.12.11,13.5.4 Addenda ....... ..... .. ..... . ............. .... 1.1.1,3.11 Certific•atc';of Insurance .. ......, ......... 9.3.2,9.10.2,11.1,3 Additional Cost,Claims for.. ....... 4.3.6,4.3.7,4.3.9,6,1.1,10.3 Change orders. .• .. 1.1.1,2.4.1,3,8.2.4,3.11,4.2.8,4.3.3,5.2,3, Additional Inspections and Testing. ... ,.. 4.2,6,9.8.2,12,2.1,13.5 7.1,7.2, 7,3,2,8.3,1,9.3.1.1,9.10.3, 11.3.1.2, Additional'Time•,Claims for. . . . . . . . . ., 4-3.6,43.8,4,3.9,8.3.2 11.3,4, 11.3.9, 12.1.2 ADMINISTRATION OF THE CONTRACT . ,... .. 3.3.3,4,9.4,°.5 Grange Orders,Definition of.......................... 7.2.1 Advertisement or Invitation to Bid . ..... ........... 1.1 1 Changes. . . . . . . . . . ... ...................... .... 7.1 Aesthetic Fffeet. ... .. . . ....................... 4.2.13,4.5.I CHANGES IN THE WORK ..,. 3.11,4,2,8,7,8.3.1,9.3.1,1,10.1.3 Allowances . . ............................. ... .... .. 3.0 ( Lim),Definition„I ................ ....... ....... . 4.9.1 All ii,k lii um ticc . . .. ... .. 11.3.1.1 Claims and Disputes 4 3,4.4,4.5,6.2.5,8,3,2, Applications for Payment . . 4.2.5,7.3.7,9.2,9.3,9.4,9 5.1,9.6.3, 9.3.1.2,9.3.3,9.10.4, 10.1.4 '1 H i,9.10.1,9.10.3,9.10.4, 11.1 1, 14,2.4 Claims and Timely Assertion of Claims .. .. ............ 4.5.6 App)[m.ds . ... 2.4.3.3 i,t.;,3.10.2,3.12.4 through 3.12.8,3-18-3, Claims for Additional Cost 4.3.6,4.3.7,4.3.9,6.1.1,10.3 4.2.7,9.3.2, 11.3.1.4, 13.4.2, 13.5 Claims'nr Additional Time . .. . 4.3.6,4.3.8,4.3.9,8.3.2 Arbitration ,. , . .. .. . ., 4.1.4,4.3.2,4.3.4,4.4.4,4.5, Claims for Concealed or Unknown Conditions... ... . , , .. 4.3.6 8.3.1, 10.1.2, 11.3.9, 11.3 10 Claims for Damages. . .3.1H,4.3.9,6.1 I,6.2.5,8,3.2,9.5.1.2, 10.1.4 Architect . . . .. .. . ................ ... 4.1 Claims Subject to Arbitration. . . . . . 4.3.2,4.4.4,4.5.1 Architect,Dclinition of. . . . . . .......... .. .... ..... .. 4.1.1 Cleaning Up 3.18,6.3 Architect,Extent of Authority..... ... 2.4,3.12.6,4.2,4.3.2,4.3•, Commencement of Statutory Limitation Period . ..,...,.. 13.7 4.4,5.2,6.3,7.1.2,'1.2A,7,3.6, -A,9.2,9,3 1 C.)mmencement of the Work,Conditions Relating to ....,., 2.1.2, 9.4,9.5,9.6.3,9.8.2,9.H.3,9 In 1,o In ', 11.1, 12.2.1, 2.2.1,3.2.1, 3.2.2,3.7.1,3.10.1,3.12.6, 4.3.7,5.2.1, 13 5 1. 13 5!, 1 1._'1, 14.2.4 6.2.2,8,1.2,8.2.2,9.2, 11.1.3, 11.3.6, 11.4.1 Architect,Limitations of Authority and Responsibility 3.3.3,3.12.8, Commencement of the Work,Definition of......... ...... 8.1.2 3.12.11,4.1.2,4.2.1,4.2.2,4.2.3,4.2.6,4.2.'• 4.2.10,4.2.12, Communications Facilitating Contract 4.2.13,4.3.2, 5.1.1,' 1.9 1.2,9.6.4,9.6,6 Administration . . . .I . . ....... . 3.9.1,4.2.4,5.2.1 Archite•(is AddiO(inal Services and Expenses 2.4,9.8.2, O wipletion,Condit i,ins Relating o . ,,•,• 3,11,3.15,4.2.2,4.2,9, 11.3.1 1, 11 1 I, 12 2 4. 135 I i,Si, 14.2.4 t 1 ' 0 H.)9,1,9.10, 11,3.5, 12.2.2, 13.7.1 f Architect's Administration of the Contract. . . . 4.2,4.3.6, COMPLETION,PAYMENTS AND .. 9 ! 4.3.',4.4,9.4,9.5 Completion,Substantial. . 4.2.9, 1 i Architect'-•A1q� "(.il, 2.4,3.5.1,i.IU.2,3.11.6,3.11 H,3.lA.i,4.2,7 9.8,9,9,1, 12.2.2, 13.7 Architect , ini h, it( i ,Reject Work. .. . 3.5 I,41 6, 12.1.2,12.2,1 Compliance with Laws. . . .. 1,3,3.6,3.'.3.13,4.1.1,10,2.2,11.1, Architect's(.(,pt right . .. .. . . ... .... . I . .. 1.3 1 1.3, 13.1, 13,5.1. 11 s 13 6, 14.1.1, 14.2.1.3 Architect's Decisions., . . . . . . .. 4.2.6,4 2 1' 11. 11.12,4.2.13, Concealed or Unknown Conditions. 4.3.6 4.3.2,4.3.6,4.4.1,4.4.4,4.S,6 3, ^3(1. -3 H,H.I i,8.3.1, Conditions or the Contract 1.1.1,1.1.7,6.1.1 9.2,9.4.9.5.1,9.8.2,9.9.1, 10.1.2, 13,$.2, 14.2.2, 14.2.4 Consent,Written . .... . . ..... .... . . 1 3 1• i 12-A,3.14.2,4,1.2, Architect's Inspections . . .. , . .. .. . 4.2.1,4.2.9,4.3.6,9.4.2,9.8.2, 4.3.4,4.5.5,9.3.2,9 A.2,9.9 1 ,) 1 n2 o 111 i,10.1.2, 10.1.3, 7 9.9.2,9.Io.1, 11.5 11.3.1. 1 1 1 1 1. 11 + 11, 13 2, 13.4.2 Architect's Instructions.. 4.2.6,4.2.7,4.2,8,4 3'. 4 1.12 1.13 5! CONSTRUCTION BY OWNER OR fly SEPARATE Architect's Interpretations 1 2 11. 11 1 . 1 3- CONTRACTORS Architect's On-Site Observations . .. . .. .. 4.11. t 13(,•11 11• Construciin Change Dlrcokv,Detlntlon,.I . .... ..... , 7.3.1 y.5 1• ' 1 r 1 1 13 5 Construction Changs Directives 11 1.4.2.8,7.1,7.3,9-3.I.1 Architect's Project Representative . . . . ...... . . . 12 I n t'onaru(tion schedii, ( 111;j,-1 , .. .... . 3.10,6.1.3 Architect's Relationship with Contractor .. .. .. . 1.1 2,3! 1, 1!1. Contingent Assignment of Subcontracts . . . ... . ... .... .. 8.4 3.3.3,3.5.1,3.7.3, 3,11, 3.12.R, 3.12.11, 3,16, 1 IH, 1- i, 1 t. Continuing Contras!Performance . .. .. . ..... . 4.3.4 4.1.61 4.2.12, 5.2,6.2.2,7.3.4,9.8.2, 11 i 11 1. 1 t 5 Contnact,UO111111on of 1.1.2 Architect's Relationship with Subcontractor.%.. . . I 1 1. 11 3. 1! 1, CONTRACT,TERMINATION OR 4.1.6,9.63,'I(, 1. I 1 i- SUSPENSION OF THE . .. . ... ...... . .. . 4.3.7,5.4.1.1,14 Archn(rt's Representations. . . . . . . . . . . . . . . . . 9.41,1); 1•v 10 1 r•onlrao Adminisoatlon ►rc•hiu(t's Site Visits. . . 4.2.2,4.2.5,4.2,9,•1 i(,.') 4 2.11 5 I, � ,mtrnct Award and Execution,( n In n-r• It, x n',, 9.8.2,902, 1) 11) 1, 13`, tII, 5.�, 1)1, 11-I Ashcst(,s , , . . . ... . . to I Contract Documents,Thi Ationu•vs'fees . { I.`+ 1 1110.1, 10.1 A Contract Dot unicirits,copies Furnished and Use of. . . 1..1,2.2.5,5.3 Aw,ud nl'Separatc( .�1, 6.1.1 Contract Documents,IXfinitio0 of . . . . . . . . . .... . ...... 1.1.1 Award of Subcontracts and Other Contracts for t oM.A t 14•rformance During Arbitration. . .. .... .. 4.3.4,4,5 3 r Portions of the Work . . . 5.2 Contract Sum. . . . .. . . . . . . . . . . . . . 3.8,4.3.6,4.3.7,4.4.4,5.2 3, Basic Definitions 1.1 6.1.3, 7.1, '3,9.1,9.7, 11.3 1. 11.2.4, 12.3, 14.1 4 Uiddinl kc,iwn m nt . . 1.1 i. 1.1.',5.2.1. 1 1 1 1 ContrsctSum,Definition of. . . . . . .. . , . • . . . ... ... I . 9.1 Boller and Machinery Insurance ....... ..... ... 11.3.9 Contract 1;roe ... .. . ... . . 4.3.6,4.3 H,4.4.4,7.2.I i -3, M)110, I it it 111.2 H1 1. H.3,1,9 12 1 1 Nonds.1'cr f.n in.0 u, .n,d Paymc m i 6.4,9 I n I I t' I I 1 Contract Time Definition of . . . . . . . . . AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACTFOR CONSTRUCTION•FOURTEENTH EDITION 2 A201.1987 AIA' •(41911^THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENI IF,N.W,WASHINGTON,D.C.2(x1)6 R ars air CONTRACTOR . . . . . . . . 3 Emerge Eri Contractor's .......... . .. . .......... 4.3.7,10.3 Contractor,Definition of 3.1,6.1.2 P Y 2,3.4.2,3.8.1,3.9,3.18.1, Contractor's Hid. . . . 1.1.1 3.18.2,4.2,3,4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Contractor's Construction Schedules . 3.10,6.1.3 Equipment,Labor,Materials and... ....... 1.1.3,1.1.6,3.4,3.5.1, Contractor's Employees . . ... .. 1.3.2,3.4.2,3,8.1,39,3.18,4.2.3, 3.8.2, 3.12.3,3.12.7,3.12.11,3.13,3.15.1,4.2.7, 4.2.6,h.1.2, 10.2, 10.3, 11,1,1, 14.2.1.1 6.2.1,7.3.6,9.3.2,9.3.3, 11.3, 12.2.4, 14 Contractor's Llablllty Ineurar"...,•........... ...... . 11.1 Execution and Progress of the Work ....... 1,1.3,1.2.3.3.2,3.4.1, Contractor's Relationship with Separate Contractors 3.5.1,4.2.2,4.2.3,4.3.4,-.3,8,6.2.2,7.1 3, ,., and Owner's Forces ...... 2.2,6,3,12.5,3.14.2,4.2.4,6,12.2.5 7.3.9,8.2,8.3,9.5,9.9.1, 10.2, 14 2. 14.3 Contractor's Relationship with Subcontractors ., . 1.2.4,31-3.2, Execution,Correlation and Intent of the 3.18.1,3,18.2, 5.2, 5.3, 5.4,9.6.2, 11.3.7, 11.3.8, 14.2.1.2 Contract Documents ..... .. . .................. 1.1,3.7.1 Contractor's Relationship with the Architect .... 1.1,2,3.2.1,3.2.2, Extensions of Time .. . 4,3.1,4.3.8,7.2.1.3,8,3,10-3.1 3.3.3,3.5.1,3.7.3, 3.11,3.12 H 3.16,3.18,4.2.3,4 2.4,4.2.6, Failure of Payment by Contractor. .. .... ....... 9.5.1.3,14.2.1.2 to 4.2.12,5.2,6.2.2,7.3,4,9.8.2, 11.3.7, 12.1, 13.5 Failure of Payment by Owner ..... . 4.3,7,9,7,14,1,3 Contractor's Representations.. 1.2.2,3.5.1,3,12.7,6.2.2,8.2.1,9.3.3 Faulty Work(See Defective or Nonconforming Work) Contractor's Responsibility for Those Final Completion and Final Payr- nt ... ... .. 4.2.1,4.2.9,4.3 Performing the Work . ...... .......... 3.3.2,3.18,4.2.3,10 1,3.5,S.10, 1 1 1.2, 11.1.3, 11.3.5, 13,7 Contractor's Rcvlew of Contract Documents...... 1.2.2,31,3,7.3 Financial Arrangements,Owner's. ... .I. ..,, 2.2,1 Contractor's Right to Stop the Work .. . . . . . . ........ .. ... 9.7 Fire and 'xtendcd Coverage Insurance . . ....... .. ..., ... . 11.3 Contractor's Right to Terminate the C..-mv am ,, ,, .. , • 14.1 Contractor's Submittals . .. . . .. 3A 0,3.!1,3.12,4.2.7,5.2.1,5.2.3, GEF RAL PROVISIONS. . . .. .. ... .... ...... ... ......... 1 7.3,6,9.1,9.3.1,9.8.2,9.9.1,9.10.2, Gor�rning Law ... . ...... ... . .. . ..... ............ .. 13.1 9.10.3, In,1.Z, 11.4.2, 11,4.3 Guarantees(See Warranty and Warranties) Contractot's Superintendent . . . ,3.9,10 2.6 Hanardous Materials. ... .......... .. .. . .. ... .. .. 10.1,10.2,4 Contractor's Supervlvior,and Construction Procedures... .. . 1.2.4, Identiltcati,m of Contract Documents ' , 1,2,1 3', 3.4,4.1 3,8.2.2,8,2.3, 10 Identificau„u rl'Suhcontractors and Supplier... . . . .. . . .. . . 5.2.1 Contractual Liability Insurance. . . .. . . . 11.1.1.7, 1 1.2.1Indemnnlcatlon 3 I".3.18,9.10,1, 10.1.4,i 13.1.1,11.3.7 Coordination and Correlation . .. .. . . . 1,2.2,1.2.4,3.3.1, Information and Services Required of the!lwner. .. . . 1.1.2,2.2, 3.10, 3.12.7,6.1.3,6.2.1 4.3.4,0.1.3,0.1.4,6.2.6,9.3.2,9.6.1,9.6.4,9.8.3,9.9.2, Copies Furnished of Drawings and Spect icarfons . . . 1.3,2.2.5,3.11 9.1 n A. 10.1 4, 11.2, 11.3, 13.5 I, 13.5.2 Correction of Work . . . . . . . . . . .. ... . ..... 2 3,2.4,4.2,I,9.8.2, Injury or Damage to Person or Property 4.3.9 9.9 1. 11 1 2, 11.1. t 3" 17 inspections 3-3-3,A.3 4,3 ` I.4.1.2, Cost,Definition of . . . . .. . " 1,o, 14 t5 I.'0, 1-)1), 1.3 0. 't r 9.8.2,9.9 2,') I( 1, 13.S Costs . . . . 2.4,3.2.1,3.7.4,3.8,2,3.15 2,4 3 rt,.1 3 13 H I,5.2.3, instructions to Isiddcrs 11.1 6 1.1,6,2,3,6.3,7.3.43,7.3.6,- A.-,9. )H 1,v I t;2, 1 1 3 11, Instructions to the Contractor.. . 3,H 1,4.2 H,5 ) I, 12 1, 13.5.2 j 11.3.1 3,1 1.3.4, 11,3 9. 12 1. 11.1.1, 12 2 (. 12-1 9, 1 i.5, 14 In,;urancc 4 3 9 6 1.1.'3 0 1,')31,it 8 2,9 9.1,a 10.2.11 Cutting and Patching. . . . . 3.14,6 2,6 Insurance,Boller and M Achlnery 11.3.2 Damage to Construction of Owner or separate Contractors 3 14.2, Inuuranee,Contractor'0 Liability . 11.1 614,9.5.1.5, 10.2.1.2, 10.2.5, 10 3, 11.1, 1 t.i, 12.2,5 In nt:uu c.Fffc(tI%c 11a1c..l ......,.. . . 8.1 1 11.1.2 Damagt to the 3X t irk . . . .. 3.14 1•':.9.1,10.1.1.2,101 5, 10 3, 1 I r Insurance,Loss of Use . , .. . ... ... I I I I.i.3 Damagc:r,Claim,1 if , .3.18,4.3.9,6 1.1,6.2.5,H.,1 ,,9.5.1 1• to I •1 Insurance,Owner's LIa+;Illty , ,,,,,,,,•,••,••, , , . , , 11.2 Damages for Dcl,n 6.1 1,H.3.3,()5 10,9,7 Insurance,Property , 10.2.15,11.3 Date of Commencement of the Work,Definition of 8.1.2 Insuu.im c..storc,I%I.rt,n.tls . 9.3-2,1 1.3.'.4 Datc of SuLstantial completion,Definition of. . .. . . . . .. . . . . 8,1.3 INSURANCE AND BON" . .. , . . . . . . ... Day,Definition of. .. . . . . . . . . 8.1.4 Insurance Compania ( nnment to Partial Occupan.:y ,.9.9.1,11.3A 1 !)cc•Islons of the Architect . . . . . 1_0, 1.2',•1.1.11,4.2.12,4.2.13, Insurance companies.settlement with. . . .. .. . . . .. .. . .. 1 1.3.10 4 3 2, 4.3.6,4.4.1,4.4.4,4.5,6 3, 3(,, - 3.H,H I i, H 3.1.9.2, Intent of the Contract DOCuments ... . . .. . .. .. 1.2,3,3.12.•4, ').4,9.5,1,9.N.2,9�) I, In 1.2, 13.5.1, 14 1 2, 14.2.4 41.6.4.2.', 4 2.12,4.2.13. --I Decisions to Withhold Certification 9,9,r)'. 14.1.1.3 Intaraat ti . . .. . .. . . . 13.tI Detective nr Non( nh)nning N1(irk, A(t cptant c. Refection and cnrrec•tlon of _'3,1 1. ,5 1,4.2.1, InitUPtatNlOn. . . 1.2 5,1.4,1.9,4.1.1, 1 3 1,5 1,(1 1 !,H I 1 •11.6,4.3 5,9.5.2,9,H 2,')') I, 10.1.5, 12, 13' 1 3 Inrcrprct;trkms,Written . 4.2 1 I, i 2 12, 1 3.' Detective Work,Definition rat . . . 3 5 i 1-1�1,1, i.r 1, niolidatln i 4 Claims Required . . . .. . 1 ,,6 Definitions. . . . . . 1.1.2 1 1, 3 1. 3 5 I.3 12 1, 3 11 2,3.11.3,4.1.1, Judgment on F:nat Award ..,. , , 4.5,1, . 5 1.1,4.9.7 r a 3 1, 5 I, 1, 1 ', "2 1, "t I. " t 0,8.1,4).1,9 H.1 LaLor and Materials, I luipti-ru . . 1.1.3, 1.1.6,3.4,{ , 1,3.81, 1i Delays and Extensions of Time 1 3 1,4.3,8.1,4 3 H 2, { 1::2, i 12 3, 1 12 3 12.1 t, 3.13, 3,IS,1, 21, " 3I, " 34, "35, - 39, 11 11. " 4(.,v32. 9-13, 12.2.4, 14 3 it, r 11.8.3, I o 3 I. 1 1 1.1 A Labor Disputes 8.3,1 Disputes . . 4.1.14.1, 1•1, t 5,0 2 5,6 A.- {H, ) 5 12 Laws and Regulmi ,rte 13,3 0.3 3 11. r i I. r 5,, 1 5 7, Documentsand 5,n,i1, n the Site 3 11 9.9 1, 1'' 11 I, 11 3, 1A I, 1 3 1, 1 3 5 1, 1 3 5 2, 1 3 6 Drawings,Definl0n,ul 1 1 5 H(Its ' 1 2. 1 3 2, 1 5 1,8 2 2 9 3 3 ' 10 2 Drawings and Specifications,time and OIvIlership nl I t I. 1 Limitation on Consolidation or Jolndnr 4.8.9 1.2.5. 3 11, 5.?, Limitation%,Statwcs of 1 5 4.1, 121(,, 13 " iDuty to Review Contract Documents and Field t nridltion.4. 3[ I,in)Itations of Amh,im! 3 3.1.4 1 2, 1 2 1 Effecth c 1)u, ,I Insurance 2 � H1.. I1,I 23, 11 ', 1; If 51' S_' 1, t 11 In AIA DOCUMENT A201 •GENERAL CONDITIONS OF 1'HF CONTRACT FOR('r)NSI'RtiCTION•FOURTEENTII EDITION AIA" • IVH"'I'III,AMERICAN INSTITUTE OF ARCHITFCTS,1''3S NEW YORK AVENUE,W&P.,WASHINGTON D C.PXXW� A201-19R7 3 � t Limitations of Liability ..... 2.3,3.2.1,3.5.1,3.7.3,3.12.8,3.12.11, Owner's Right to Perform Construction and to g 3.11,3.18,4.2.6,4.2.7,4.2.12,6.2.2,9.4.2,9.6.4,9.10.4, Award Separate Contracts . .. ... .. . . . . ...I,.,..,... 6.1 10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.7.' Owner's Right to Stop the Work................... 2.3,4.3.7 Limitations of'[Ime,General ...... ..... 2.2.1,2.2.4,3.2.1,3.7.3, Owner's Right u,Suspend the Work ....... .............. 14.3 3.8.2,3.1e l ... ,.. ... ,. 2.2.4.2.7,4.2.1 1,4.3.2, Owner's Right to Terminale the Contract . . . . . ... .. . . . . . . 14.2 ") 4.3,3,4,3.4,4.3.6,4.3.9, .5,3.:',5.2.1, 5.2.3,6,2.4,.11,4,7.4, Ownership end Use of Architect's Drawings.Specifications 8.2,9.5,9.6.2,9.8,9.9,9.10, 11,1.3, 11.3.1, 11.3.2, 11.3 and Other n Documents 1 1.1.3, 2.5,5.3 Partial Occupancy or Use 9.9, 11.3.1 l 11.3.6, 12.2.1, 12.2.2, 13.5, 13 Patching,Cutting and . .... . 3.14,6.2.6 Limitations of Time,Specific ......... 2.1.2,2,2.1,2.4,3.10,3.11, Patents,Royalties and . . 3.17 3.15.1,4.2.1. 4.2.11,4.3,4.4, 4.5,5.3,5.4,7,3,5, 7.3.9,8.2, Payment,Applications for .. . ....... .. ... . 4.2.5,9.2,9.3,9.4, 9.2,9.3.1,9 3 1,9,4,1,9.6.1,9.7,9.8.2,9.10,2, 11.1.3, 11.3.6, 9.5.1,9 9.3,9.10.1,9.10.3,9.10.4, 14.2.4 1].3.10, 11,3.11, 12.2.2, 12.2.4, 12.2,1, 13.7, 14 Payment,Certificates for. . . . ,. ,,.., 4.2.5,4.2.9,9.3.3,9.4,9.5, Loss of Ura Insurance........... ... ......... ... 11.3.3 l)0 1,9 0 h.1), 1.Q 8 1,9.10.1,9.10.3, 13.'), 14.1.1.3, 14,2.4 Material Sul.pliers .... .......... 1.3.1 5.12.1,4.2.4,4.2.6,5.2.1, Payment,Failure of 4.3.7,9.5.1.3. 9.3,1,9.3.1.2,9.3.3,9.4.2,9.6.5,9.10.4 9.7,9.10.2, 14.1,1.3, 14.2.1.2 t2 Materials,Hazardous .... ... . .. .. ............. 10.1,10,2.4 Payment,Final .. ... .. . . ... 4.2.1,4.2.9,4.3.2,4.3.5,9.10,11.1.2, Materials,Labor,Equipment and ..... 1.1.3,1,1.6,3.4,3.5.1,3.8.2, 11.1.3, 11.3.5, 12,3.1 3.12.2,3.12.3,3.12.7,3.12.11,3.13,3.15.1,4.27,6.2.1, Payment Bond,Performance Bond and . .. ........... 7.3.6.4, 7.3.6,9.3.2,9.3.3, 12.2.4, 14 9.10,3, 11.3.9,11.4 Means.Methods,Techniques,Sequences and Payments,Progre•.s . .,.... 4.3.4,9.3,9.6, ` Pro(edures(if"Construction. .. ...,... 3.3.1,4.2.3,4.2.7,9.4.2 9.8,3,9.10.3, 13.6, 14.2.3 M!nnr Changes In the Work 1.1.1,4.2.8,4.3,7,7.1,7.4 PAYMENTS AND COMPLETION 9, 14 x. MISCELLANEOUS PROVISIONS . . . . . . .. . . . . . .. .. .. . .. 13 Payments to Subcc,ntractors .. .. .. . . .. .. ,.. .. ., 5-41.2.9.5...! MOLMlcanotts,1h1111ition of . . . . I . . . I . . . 1.1.1 9.6.2,9.6.3,9.6,4, 11.3.8, 14.2.1.2 Modifications to the Contract .. .... . . .. 1 1 1 1 1 .', i - 1,3,11, PCH.. . . .. .. .. .......... .. I.. ..I .... ........ .... . 10.1 4.1.2,4.2.1, 5.1.3, 7, 8 i 0 7 Performance Bond and Payment Bond 7.3.6.4, Mutual Respanalbllity . .. ..... .. . . . .... . .. . . . .... 6.2 9.10 3, 11 3.9, 11.4 " Nonconforming Work,Acceptance of . ...... . . . . .. ... . . 12.3 Permits,Fees and Notices 2 L 3.3.7,3 13. 3(1.4,10.2.2 Nonco,tiorminy Work,Rejection and Correction of . . . . . . . 2 1 I PERSONS AND PROPERTY,PROTECTION OF . . . . ... 10 4.3.5,9.5.2,9.8.2, 12, 13.7.1,3 Polychlorinated Hipltcttyl . . . . . . . . . . . . . . . . . . . . . . . In 1 Notice , .... . .. .. ,. 2.3,2.4,3 2.1,31 2,1-'3.1'.4,3.9.3 12.8, Product Dat•,t,Dennition of 1 1 ' _' b 3.12.9, 1.17,4,3,4.;4,4.5. 5.2.1, s.3, 5.4.L 1,8.2.2,9,4.1, Product Data and Samples,Shop Drawings { 11,3.12, , 9.6.1,9.7,9.11, 10.1.2, 10 2 0, 11 1 3, 1 1.3, 12.2.2. Progress and Completion , 2_' -1 3 1 6.2 121,4, 13 3, 11 5 1, 13.5.2, 14 Progress Payments Ntotice,Written 2.3,2.4,3.S 3 1 2.H, i.12.9,4,1, 9.6, 3,v 111 1 4.4.4, 4 5, 5.2.1, 9.3, 5.4.1.1,H.2,2,9A 1. ')5.1,9.7,9.10. Project,1 1,intr ,f the, . . . . . . . . 1.1.4 10.1.2, 10.2.0, 11.1.3, 11.3. 12 2 2. 12.2.-1 13.3, 13 5 2, 1-# Project Manus,, )ctinition of the . 1.1.7 Notice or Testing and inspections. . . I i 5 I. 11 5' Project ManuAs 2 2.5 Notic^to Proceed. . . . . . . . . . . . .... . 8 2 2 Prolect Representalices .. . . ... . ... . . . . . . . . , . . . 4.2.10 Notices,Permits,Fees and 2 2 1 3.7, 1, 1 1 , 1 o ,, 10 2 2 Property Insurance I o 2.5,11.3 observations,Architect's On-Situ 1 2 2. 1 2 ;, PROTECTION OF PERSONS AND PROPERTY 10 , i t,,v 1 2, o; I,,) in 1. 1i Regulations and I.aw•s . . . . I + t 1,, +, 3 13, I.I I.•I 5 5, Observations,Contractor's. 12 2,{2 2 4.5.7, 10.2,2, 11•I, 11 "• 1 1 1 I; 1. I3 5 I. 1 i s 2, 13 o I , Occupancy v 1,o,9.H.1,9.9, I I. I I Rejection of Work 3 5 1,4.2 o. 12 2 On Site luspectlons by the Architci i .. . . . 4.2.2,4.2.9,4.3 t,, Releases of Waivers and Liens. .. . .. . . . . .. 9 I n 2 9 1 2,9.H 2,9.9.2,9 Io I Representations I1 2,3.5 1,3 12 On Slte Observations by the Architect . . . . . -1.2.2,4.2.5,4.3(,, (,2.!, H' I•', 1 3,9.`.2,9.' I.9 8 2,v I o I 9., 2,9 5 1,9.111.I, l 3.5 Representatives. . . . . . . . . 2 1.1,3.1 1.3 9, Orders,Written 2.3,3.9,4.3', H 2 2, 11 3 1), 12 1, 4 1 1, 1 2 1, 4 2 10, 5 1 1, 5 1 2, 13 2 I R 12 13, '; 1 , ( 1 Resolution of Claims and Disputes 4.4, 15 Rcsponslhihti 1"r I hose Perfonmingthe Work . t i 2 OWNER . . . . . . . . . . . . 2 4 2 3,o 1 2, 1 ()wrier,Definition of 2.1 Retainage 9.3.1,9.6,2,9.R•1,9.9.1,9.10 .,t. l 1 1 Owner,Information end Services Required of the . . 1 2. Review of Contract Joeuments and Field 2.2. 4 3 1.o,'). I u 1 t, 11 2, It 3. 13 5 1, 1.4.1 1 5, 1 1 1 1 Conditions by Cf ntractor 1.2.2,3.1,3. 1 I I, Owner'sAuthorttc 3 8 1. 1 1,3,4.29,i 2 1,5 2 t ; t 1. 'Ceview of(,unnactor's Submittals by 3 1,8 2.2,9,;.1,'11 2, 11 1 1, 12.2.•1, 1352, 112, 1 , ; I Owner and Atchitcet . . . . .. . 3 10 1.'1 In 2, 1 1 I. 1 12, Owner's I'inanclal Capabllitc2 I,14 1 1 5 4.2.'. 1 2 9, 51 i, S 2 3, '1 2,V 8 2 Owner's Liability Insurance . . . . . . . . . . .. . . . . . . . . . 11.2 Review of k:sop Drawinp, Product Data ()wner's L(Is,of i sc insurance. . . . ,. .. . . . 1 I 1 3 and Samples by Contractor 3.12.5 owner's Relationship with Subcontractors . 1 1 Rights and Remedies 1 2,2 3.2 1.3 5.1,3 15.2, 51, 511, "ul ,,'n 13h. 15, 5.3,0.1,03. 31, H31,951,1)", 1021. oa it•t's Right to Carry Out the Work. . . . . 2.4, 12.2.4,1,1 2 2 .' 10.3. 12 2 2, 12 2 4,13.4, 1.1 Owner's Right to Clean Up . ... . 6.3 Royalties and Patents. . . . . . . .. _ _ . . . _ 3.17 AIA(1MWNT 11201 •GENERAL CONDITIONS OF THE CONT RA('T FOR CONSTRUCTION•FOURTFENTH EDITION 4 A20i•1987 AIA*' 6 k)19147 I'VE AMP RICAN INSTITCITF.OF ARCHITECTS,1715 NFW YORK AVENUE,NV,WASHINGTON.D C 211006 Rules and Notices for Arbitration 4.5.2 Suspension by the Or•Mr for Convsnwnoe . . ..,.. ,... 14.3 Safety of Persons and Property . . . . 10.2 Suspension of tilt•W rk -ti.3.,.5.4.1,14.1.1.4,14.1 Safety Precautions and Programs r 1.10.1 suspension or Termination of the Contract .. . .. . 4.3.7,5.4.1.1,14 Sanll�lcs,I)clinitix.n of . 3,12.3 Taxes 3.5,7.3.6,4 Samples,Shop Drawings,Product Data and 11,3.12,4.2.7 Termination by the Conhwitor . . .. ..;.:. . ...•;;• 14.1 Samples at the Slte,Documents and . 3.11 Termination by the Owner for Cause , 5.4.1.1,14.2 Schedule of Values . 9.2,9.3.1 I ern1in.ni tl of the Architect .c l 3 Schedules,Construction 3.10 l Allltt.boil of thc•Contract,-1 1 1 '1 Separate Contracts and Contractors . . . . I +.3.14.2,4.2.4, TERMINATION OR SUSPENSION OF THE CONTRACT 14 2.1.2, 1 2 S Tests and Inspections t i. 1 0, 1.1:9,9.4,2, 12 2 1,13.5 Situp Drawings,Definition of + I.' I TIME 5 Shop Drawings,Product Data and Samples 1.3.12, Time,Delays and Extensions of ....,..., 4.3.8,7.2-1.8.3 Site,Use of 3.13,b.I.I.o.' I IJill( Iunit•,,Spccilic 2.11,221,2.4,3,'.-1.3.11,1 Site Inspecrlons 1 2 2. t •1,4.2.2,4.2.9,4.3 0,9.8.2,9.10,1. 1{ + .' 1. 1.1.11,4.1. 1 x 5, 5.3,5.4. Site Visits,Architect's ......,.. 41 2,4.2.5,4.2.9,4 3 u, 9.3.3,9.4.1,9.(1.1, ) ,9,8.2,9 I'' 9.4,2,9.5.1,982,9.9.2,9.10.1. 115 :I3.:? il _' ;(,, IJ•7. 14 Special Inspections and Testing 4.2 Ix, 12 2.1. 11 5 Time Limits on Claims ....... 4.3., 4.3.3, Specifications,DOinition of the- . 1.1.6 'I ill(to%X lit k 9,3,2,9.3.3 I Specifications,The I 1 1.1.1.6, 1 1 1 2 4,1.3. A I UNCOVERING AND CORRECTION OF WORK . . .. . 1215 tauucs of LJinrtauuns . . . . . . . . . . 1 1 2 12 2 t, 1: - Uncovering of Work . Stopping the Work. . . . . . . . . . . . 2 { + 1 9-. to 1 2 1 1 r I 1 nt1,eseen Conditions . .. Stored M aerials . . 62 1,v t 2. 1 o 2 1 2. 1 1 { I 1, 12.1-1 frit Prices.. . . . . . . . . . . . .. . . . . . .. ..• .... . . 1.a,'.1 i 2 sohcontrActor,Definloon )I 4.1.1 tiv of Documents ;. . . ...;. 1'1.1, 1.3,2.2.5,3.12. SUBCONTRACTORS 5 Use of g1to 3.13,0 1 1,t,2 1 '1Ul1 ol11ta(lot,.Work It% 12 1,3.1 2,3 12,1. Values,$cteduls of .. 9.2,9 A I .1.2 1, S,A, 5.1 Waiver cf Claims.Final Payment. . . . . . .. .. . 4.3.5, 1 5 1,9.1'1 t Subeontreetuei Relations 5.3,S 1,'1 t l 1,'1(x 2, Vt'ail•cr o1 c 1airns by lite Architect . . .. .. .. . . 11 1 2 9.6.3,9.6 4, 10.1 1. 1 1 t I I 1++ Ill 1• I 1 1.12 11 i 2 Waiver(it Claims by the Contra(for. . . . . . . 1) 10 a, 11.3 1 1 1 2 Submittals 1 {,1 2 1 A I n, t I I t 12. 1 2'.5 2.1 2 3, Waiver of claims by the owner 1 to n2nAI.982,9.') I.91112,'L1ot, to12. 1111 910.3111.3.;i, 1I { S. II � It 12 Subrogstlon,Waivers of o 1 1, 11 1.5,11.3.7 Waiver of Lic' , . . . . . .. .. .. . . . . . . .. . . !11•' Substantial Completion . . 4.1 9, 1 1 5 2.H I I H I {- Waivers of Subrogation . . . ... .. . . . . .. .. . (x I I 1 I t I I t H.1.3,9.6,9 o I. 11.2 I I: .: ! I 1_ Wsrrenty and Warranties 3.5, 1 Substantial Completion,DcAnition cif H I 1 A 5 3 v 1 A, '1 H1,,I,r I. 12.1 1. 13 - I t Substitution 0f Subcontractors . .. . . . . .. . 5 2 1 ,2 1 vcc,uh:, I rcl,lc 1 1 8 1 Substitution of the Architect .. ... . . . . .'. . + I 1 When Arbitration May Be Demanded . . . . . . . . . . .. . . . 4.5.4 Substitutions of Materials . 3 5.t Work,Definition of I I t Sub-subcontractor,[1<11nitlnn of .. .. .. . . .. . .. 5 11 Written Consent . . . I 1 1. 3 12 H,3 1.1_, 1 1 :. + 1 1, Subsurface Conditions 1 3 6 4.5.5,9.3.2.9,H1,9 v I.9 In 2.1) In A, 10.1 2. to I A, Successors and Assigns 13.2 1 1 3 1. 1 13 1 -1, 11 1 11. 1 A 2, 1 A -1 2 Superintendent 3.9,111,2X6 'f/rincn Interpretations . 1 2 11 1 2 12. 1 t" Supervision and Construction Procedures .. . . . 1.1.4,3.3,3.4. 111Ntbn NotIm 2 1,2 1.1 9 A 12 H,1 12/1 1 A. 1 1 1. ' 1 + 1,0I3, c, t 1, - I1. , A 1,82,H.3.1. 10. 12, 14 4,5, 52I, 5A, 51 I I. H22.1111,11.5.1.9 4) ID, WI2. `,in,1 4.4 I 44.4,5 1 1 2,'1.10.2,9 10 3, 14.2.2 lu 2 0. I I I A, I I t, 11 2 2. 12 2.4,13.3, 15.2, 1.1 9.9 1,9.10.2,9.10.3 Written Otilcrs I . . . 2 3,1.9.4.3.7, .. . . . . . 2.2.1,3.18.3 M,2.4 11.3.9, 12 1. 1'..2 13,5,1. 14.3.1 1 A AIA DOCUMENT A201 •uENKRAL COWNTIONlS OF THE.t,()N1RMA FUR C()NSTRtICTIc1N•H1t1RTFENTII I N u m A"14N7 5 ! AIA* • 11Wtill .1MFRICANINSTIT1tTFUFARCH11'Rt:Ts.I1i,qNP.WY(*KAVPNtII,Nw.1)t'ASIIIN(i'tUN.11t !MMw, 11 Ak- � � t GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 ment, construction systems, standards and wortunanship for �- - the Work, and performance of related services. GENERAL PROVISIONS 1.1.7 THE PROJECT MANUAL 1.1 BASIC DEFINITIONS The Project Manual is the volume usually assembled for the Work which may include the bidding requirements, sample 1.1.1 THE CONTRACT DOf UMENTS forms, Conditions of the Contract and Specifications. The Contract Documents consist of the Agreement between 1,2 EXECUTION, CORRELATION AND INTENT Owner and Contractor(hereinafter the Agreement),Conditions of the Contract(General,Supplementary and oche ::onditlons), 1.2.1 The Contract Documents shall be signed by the Garner Drawings, Specifications,addenda Issued prior to execution of and Contractor as provided in the Agreement. if either the the l onus(t, other documents listed in the Agreement and Owner or Contractor or both do not sign all the Contract Modifications issued after execution of the Contract. A Modify- Documents, the Architect shall identify such unsigned Doc:u- cation is (1) a written amendment to the Contract signed by ments upon request. both parties, (2) a Change Order, (3) a Construction Change Directive or(4)a written order for a minor change in the Work 1.2.2 Execution of the Contract by the Contractor is a repre- issued by the Architect. Unless specifically enumerated in the sentation that the Contractor has visited the site,become famil- Agreement, the Contract Documents do not Include other iar with local conditions under which the Work is to be per- documcnis such as bidding requirements (advertisement or formed and correlated personal observations with require- invitation to bid, Instructions to Bidders, sample forms, the ments of the Contract Documents. Contra(-l(,:',. hid or portions of addenda relating to bidding requlrrni,w,,, 1.2.3 The intent of the Contract Documents Is to include all items necessary for the proper execution and completion of the 1.1.2 THE CONTRACT Work by the Contractor.The Contract Documents are comple- 'I hr ( )ntract Documents form the Contract for Construction. mentary, and what is required by one shall be as binding as If Thr l.ontrac•t represents the entre and integrated agreement required by all; performance by the Contractor shall be between the parties hereto and supersedes prior negotiations, required only to the extent consistent with the Contract Docu- representations or agreement~,either written or oral. The Cin- meats and reasonably Inferable from them as being necessary tract may he amended or trn idifledonly by:t Modification.The to produce the intended results. Contract Documents-,hall not be construed to create a cont rac- 1.2.4 Organization of the Specifications into divisions,sections teal relationship of am kind t 1)between the Architect anti Con- tractor, (2) between the Owner and a Subcontractor or Suh- and articles,and arrangement of Drawings shall not control the subcontractor or(3)between any persons or entities other than Contractor In dividing the Work among Subcontractors or in the Owner :tad Contractor, The Architect shall, however, be establishing the extent of Work to be performed by any trade. entitled to performance and enforcement of obligations under 1,2,6 finless otherwise stated In the Contract Documents, the Contract Intended to facilitate performance of the words which have well-known technical or construction Indus- Archftcct',, duties try meanings are used In the Contract Documents in accord- 1.1.3 THE WORK ance with such recognized meanings. The term ''Work" means the constriction and services 1.3 OWNERSHIP AND USE OF ARCHITECT'S rdc(uired by the Contract Documents, whether completed or DRAWINGS, SPECIFICATIONS AND OTHER Martially completed, and includes .all other labor, materials, DOCUMENTS equipment and services pruvick•d oe to he provided by the 1.J.1 The Drawings, Specifications and other documents Contractor to fulfill the Contractor's obligations. I'he Work prepared by the Architect are Instruments of the Architect's ntaN' commute•the whole•or it part or the Project, se•rvict• through which the Work to be executed by the Con- 1.1.4 THE PROJECT tractor Is described. The Contractor may retain one contract I he• Protect i� the total w w tructlun of which the Work per- record set. Neither the Contractor nor any Subcontractor,Sub- iorIllCd under the Contra,t Documents may he the whole or a subcontractor or material or equipment supplier shall own or part and which may Include constrdlctlrnt by the Owner or by claim a copyright in the Drawings, Specifications and other part and NN hica way documents prepared by the Architect, and unless otherwise %cpiIndicated the Architect shall be deemed the author of them and 1.1.5 THE DRAWINGS will retain all common law,statutory and other reserved rights, The Drawit gs arc the graphic and pictorial portions of the Con- in addition to the copyright. All coples of them, except the tract Documents, wherever located Arid whenever issued. Contr'actor's record set,shall be returned or suitably accounted showing the• design, location and dimensions of the Work, for to the Archltc•c t,on request,upon completion of the Work. generalh includirllt plans, elevations, sections, details, sched- The Drawings, Specifications anti other documents prepared w ule•s and diagra„is by the Architect, and copies thereof furnishrel to the Contrite. 1.1.5 THE SPECIFICATIONS tor,are for use solely with respect to this Project.They are not to he used by the Contractor or any Subcontractor, Sub- The Specifications art:that portion of the Contfuct Documents subcontractor or material or equipment supplier on other prof consisting of the written requirements for materials• equip- acs or for additions to this Project outside the scope of the AIA DOCUMENT A201 •(&NER41.CONDITIONS OF'I11E CONTRACT FOR CONSTRIV1ION•1`0I101'FENTH EDITION 6 A201-1987 U d' 14H"THh ADIERII.AN INSTII't'TE OF ARCHITECI'H 1-iq NEW YORK AyENIT,NW.,WASHINGTON,D.0 2111N1t1 Work without the specific written consent of the. Cwner and nlents and charges required for construction,use or occupancy Architect. The Contractor,Subcontractors,Sub-suhcu,ntractors of pervianent structures or for permanent changes in existing and material or equipment suppliers are granted a limited facilities. license to use and reproduce applicable portions of the Draw- ings, Specifications and other documents prepared by the 2.2.4 Information or services under the Owner's control shall Architect appropriate to and for use in the execution of their he furnished by the Owner with reasonable promptness to Work under the Contract Documents. All copies made under :a%'()id delay in orderly progress of til- Work. this license shall I)cir the statutory copyright notice, if any, 2.2.5 Unless otherwise provided In ,tie Contract Document;., shown on the Drawings, Specifications and other docume its the Contractor will be furnished,free of cha.ge,such copies of prepared by the Architvct. Submittal or distribution to nwet Drawi:ies and Project Manuals as are reasonably necessary for official re.,,ulatory requirements or for other purposes in r:on- nectlon with this Project is not to be construed as publication execution of the Work. in derogation of the Architect's copyright or other reserved 2.2,5 The foregoing are in addition to other duties and respon- I rights, sibilities of the Owner enumerated herein and especially those 1.4 CAPITALIZATION in respect to Article 5(Construction by Owner or by Separate 1.4.1 Terms capitalwed in these General Conditions Include Contractors), Article 9(Payments and Completion)and Article i those which are(1)specific illy defined, (2) the titles of num- I I (hlSuranc-and 3onds). bered articles and identified references to Paragraphs,Suhpara- 2.3 OWNER'S RIGHT TO STOP THE WORK graphs and Clauses in the document er (i) the titles of other 2.3.1 If the Contractor fails to correct Work which is n-t in clot uments published by the American Institute of Architects, accordance with the requirements of the Contract Documew., 1.5 INTERnRETATION as required by Paragraph 12.2 or persistently fails t-a carry out 1.5.1 In Ihc Interest OI hrc%ti% the Contract Documents fre- Work in accordance with the Contract Documents,the Owner, quently omit modifying word such as"all"and"any"and arti- cles by written order signed personally or by an agent specifically so such as "the" and "an," but the fact that a modifier or an empowered by the Owner in writing, m7ty order the Contrac- article is absent from one statement and appears in another is for to stop the Wort,,or any portion thereof,Until the cause for not intended to affect the interpretation of either statement. such o Ger has been eliminated; however, the right of the Owner to stop the Wor c shall not give rise to a duty on t1 ie.part of the Owner to exerciz this right for the benefit of the Con- ARTICLE 2 tractor or any other person r r_ntity, except to the extent required by Subparagrapl• (, 1 OWNER 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.1 DEFINITION 2.4.1 If tilt- u i•It 1 r delaUllS or negl•_cts to carry out the 2.1.1 'I'hc uwn.r is the person or entity identified IS such in Work in act oitLun c %kith the Contract Documents and fails the Agreement and i� referred to throughout (l)c Contract within a seVC11AI % period after receipt of written notice from Doctumcnis as ifs!I­ jlar In nunlher.The term"owner"me:ns the ovvncr a. commence And Continue correction of such the Owner )r the Owner's authorized representative. default or neglect with diligence' ;1111 prnnlpuuss, the caner may after such seven-day perli'd K,l ! c t nntractor a second 2.1.2 The owner upon reasonable written request shall furnish written notice• to correct sut it dctiocnc1es within a second { to the Contractor in%%riling information which is necessary and ,even-clay period. If the Conuactor within suth sci and seven relc%a nt for the Contractor to evaluate, give notice of or Clay period after receipt of such second notice 1,1114 to cont enforce mechanic's filen rights.Such information shall inc•Iude a Ile'tic• and continue to correct any deficiencies, the ()%%tie•r correct statement of the record legal title h) the property tin nlay. %%flhout prejutticr to other remedies the l wmcr may which tilt-Project is located,usually referred to as the site,and hare, correct Such delic•iencies. In such case an appropriate the I hvner's interest therein at the time of'execution of the Change Order shall Itc•Issued deducting from payments then or Agreement and, within five dans after any change•,information thererller due Ih;•Contractor the cost of correcting such defl- or such change in title, recorded or unrecorded. Cicncles, including Con11101SM1011 for the Architect's additional Services and expenses made necessary by such default,neglect 2.2 INFORMATION AND SERVICES or failure. Such action by the(Avner and imounts charged to REOUIRED OF THE OWNER the Contractor are both subject to prior apps n al of the Archi- tect. 'f payments then or thereafter this the(.ontracwr are not 2.2.1 The t)%cne•r shall, at the re•lluest of the (' !,tor, prior sufficient to cover such amounts, the Contractor shall pay the 1 UI t'Xceltilull t file Agicenient and prollisith it( tt i time difference to the owner. the•re•aflcr, furnish to the Contractor real l. tierce that financial arrangements have hec•n roar'• t.• Iilllitl Ihc Owner's obligation untie r Ilse Contract /Aott, r a .. sin h rrnsonahle ARTICLE 3 evidence 11tere jur•rlisbed on weluml/wilco to Hit,emcullorr(y, flit, ARrventent, the J)PYIsIlt'dive controtlor• u•ouid ►tut he CONTRACTOR )rquired to execute the Agreement or to co►u►ueucc,the Work.f I 2.2.2 The owner shall furnish surveys describing physical 3.1 D_FINITION characteristics, legal Lnlitations and utility locations for the site 3,1.1 Tile Contractor Is the person or entity identified at,such of the Project, anta legal description of the site. Ili the Agreement and is referred to throughout the Cuntrarl 2.2.3 F%t rpt for permits and fees %%hick are the responsibility Documents .As if singular in numixr. The term ( onlractur" of tilt, ( )ntrActor under the Contract Documents, the owner mean. the Contractor or the Contractors authorized hall set Arc and pay for necessary Approvals,easements,assess- representative. AIA DOCUMENT A201 •(&NFRAI.CONDI l IONS OF TIIF CONTRACT FOR CONS1'RI1:TION•F01IRTEENT11 FnI11ON %I n' • 1911' 1HS AMERICAN INs1 I1 I'1 I t IF ARCHITEI'i S.1'14 NEW YORK AVENUE,N W,WAS111NGTON,D C aNNN, AlN1. "? 7 i I 3.2 REVIEW OF CONTRACT DOCUMENTS AND 3.5 WARRANTY FIELD CONDITIONS BY CONTRACTOR 3,5.1 Thr Contactor warrants to the owner and Architect that 3.2.1 The Contractor shall carefully study and compare the materials and equipment furnished under the Contract will he Contract Documents with each other and with information of good quality and new unless otherwise required or permit- furnished by the owner pursuant to Subparagraph 2.2.2 and ted by the Contract Documents, that the Work will be free shall at once report to the Architect errors, inconsistencies or from defects not inherent in the quality required or permitted, omissions discovered. The Contractor shall not be ilable to the and that the Work will cenform with tie requirements of the Owner or Architect for damage resulting from errors,ieconsis- Contract Documents, Work not conforming to these require- tencies or omissions in the Contract Documents unless tht- ments, including substitutions not properly approved and Contractor recognized such error, inconsistency or omission authorized, may be conside•-d d festive. The Contractor's and knowingly failed to report it to the Architect. if the Con- warranty excludes remedy for damage or defect caused by tractor performs any construction activity knowing it involves abuse,modifications not executed by the Contractor,improper a recognized error, inconsistency or omission In tht Contract or insufficient maintenance, improper operation, or normal Documents without such notice to tht Architect,the Contvac- wear and tear under normal usage.If required by the Architect, for shall assume appropriate responsibility for such perfor- the Contractor shall furnish satisfactory evidence as to the kind mance and shalt bear an appropriate amount of the attributably' and quality of materials and equipment. . costs for correction. 3.6 TAXES 3.2.2 Thr: Contractor shall take field measurements and verify 3.6.1 The Contractor shall pay sales,consumer,ase and similar field conditions and shall carefully compare such ffel.i mca taxes for the Work or portions thereof provided by the C tri• surements and conditions and other information known to the tractor which are legally enacted when bids are received .)r Contractor with the Contract Documents before commencing negotiations concluded, whether cr not yet effective or merely activities. Errors, Incunsistenc ies or omissions discovered shall scheduled to go into effect he reported to the Architect at once. 3.7 PERMITS,FEES AND NOTICES 3.2.3 The Contractor shall perform the Work in accordance 3.7.1 Unless otherwise provided in the Contract Documents, with the Contract Documents and submittals approved put-suant to paragraph � I , the Contractor shall secure and pay forth:building permit and other permits and governmental fees, licenses and inspections 3.3 SUPERVISION AND CONSTRUCTION PROCEDIJIRES necessary for proper execution and completion of the Work 3.3.1 The (.,, tractor sL,ili supervise and direct the VFt06, which are customarily secured after execution of the Contract using the Contractor's best skill and attention. The Contract n and which are legally required when bids are recrl•ed or nego- shall he solely responsible for and have control over construc- dations concluded. tion means, methods, techniques, sequences and procedures 3.7.2 The Contractor shall comply with and give notices and for coordinating all portions of the Work under the Con- MILlir,d by laws, ordinances, rules, regulations and lawful tract, unless Contract Documents give other specific instruc- orders of public authorities hearing on performance of the tions concerning thest matters. Work. 3.3.2 The Contractor shall be responsible to the owner for acts 3.7.3 It is not the Coturactor's responsibility to ascertain that and omissions of the Contractor's employees, Subcontractors the Contract Documents are in accordance with applicable and their agents and employees,and other persons performing laws,statutes,ordinances,building codes,and rules and regula- portions of the Work under a contract With the Contractor tions. However,if the Contractor observes that Portions of the 3.3.3 The contractor shall not h. relieved of obligations to per. Contract D.Icunrcnts are at varf trice therewith, the Contractor shall promptly notify the Arch',tect and Owner in writing, and form the Work in accordance with the Contract Dticwllcllls necessary changes shill be accomplished by appropriate either ht activities or duties of the Architect in the Art hncl l s modiflcatiotl. administration of the Contract, or by tests, inspcctium ur appriwals rctluired or performed by persons other than tire 3.7.4 If the Contractor performs Work knowing it to be con- (:omit It it Crary to laves,statutes,ordinances,building codes,and rules and 3.3.4 The c.ontr.artur shall hr responsible for Inspection of Pxor- regulations without such notice to the Architect and Owner, tions e(o tractor Performed under this Contract to deter- the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. ,nine th,n tich portions are in proper condltlon to receive sub- scqurnl \\ ,I k 3.6 ALLOWANCES 3.4 LABOR AND MATERIALS 3.6.1 The Contractor shall include in the Contract Sum all 3.4.1 1'nless olheiwise provided in the Contract thxumrnts, allowances stated in the oontracl Documents. Items covered tilt'I.I nu;inti t shall provide and pity for labor,materials,equip It} allowances shall he supplied for such amounts and by such merit, tool. I onstruction equipment and machinery, Water, Pei sons or entities as the owner may direct,but the Contractor treat, utilities, transptn'tation, and other facilities and services shall not be required to employ Persons or entities against necessary ft r limper execution and completion of the Work, which the Contractor makes reasonable objection whel!ivr tend�orart or Permanent!rid whether or not Iticorpo- 3.6.2 1'nless otherwise Provided In the Contract Documents rated or to be int )tporated in the Work. A materials and equipment under an allowance shall ht 3.4.2 The l.I nu oat ti,i Miall rntorce strict discipline and good selected promptly by the owner to avoid delay In tilt- order anionµ tilt- oontra(lo employees and other persons work; carrying out the intract. 'I he Contractor shall not Permit .2 •allowances shall cover the cost to the Contractor of employment of u. It persons or Persems not skilled in tasks materials and equipment delivered at the site and all as:lgnect to thctll required taxes, less applicable trade discounts; AIA DOCUMENT A201 0 GPNE AI CONDITIONS OF tali:CONTRACT FOR(.()N51 1111ICTION•H AIR1 fFNI'll FIWI ION 8 A201-1957 Ala'' • I'IH' IIII AMPRIt;ANINSTITIITF.OPARt:iiiTECT!I,I'ASNF.Vr1'ORKA%'F.Ni't,N*',WArHIN(i1'ON.l)t 21"MR, r ti.. a 7 .3 Contractor's costs for unloading and handling at the which submittals are required the way the Contractor proposes site, labor, Installation costs, overhead, profit and to conform to the information given and the design concept other expenses contemplated for stated allowance expressed in the Contract Documents. Rf:view by the Architect amount.; shall he included in the Contract Sum and is subject to the limitations of Subparageaph 4.2.7. not in the allowances; .4 whenever costs are more than or less than allowances, 3.12.5 The Contractor shall r.view,approve and submit to the the Contract Sum shall be adjusted less accordingly by Architect Shop Drawings, Product Data, Samples and similar Change Order.The amount of the Change Order shall submittals required by the Contract D)cuments with reason- reflect(1)the difference between actual costs and the able promptness and in such sequence as to cause no delay In allowances under Clause tweet and (2) changes in the Work or in the activities of the Owner or of separate con- tractors. Submittals made by the Contractor which are not Contractor's costs under Clause 3.8.2.3. required by the Contract Documents may be returned without 3.9 SUPERINTIZNDENT action. 3.9.1 1 lie Contractor shall employ a competent superinten- 3,12.8 The contractor s1)all perform ao portion of the Work d(7t and necessary assistants who shall be In attendance at the requiring submittal ar.l review of Sinop Drawings, Product Project site during performance of the V irk. The superinten- Data, Saiuples or similir submittal: until therespective s:hmit- r!ent shall represent the Contractor,and cummunicatlons given tai has been al p.oved by the Architect.Such Work sh,11 he in to the superintendent shall be as binding as if given to the Con• accordance with approved submittals. tractor. Important communlcxtions;;hall fie confirmed in writ- Ing Other communications shall be similarly confirmed on 3.12.7 By approving and submitting Shop Drawings, Product written request in .ach case, Data,Samples and similar submittals,the Contractor represents 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES that the Contractor has determined and verified materials,field measuremet LS and field construction criteria related thereto,or 3.10.1 The Contractor,promptly,Icier being awarded the Con• will do so, and has checked and coordinated the information tract,shall prepare and Submit Ior the Owner's and Architect's contained within such submittals with the requirements of the information a Contractors construction schedule for the Work, Work and of the Contract Documents. The schedule shall not exceed time limits current under the Contract Documents,shall he revised at approprlate intervals as 3.12.8 The Contractor shall not he relieved of responsibility ! required by the conditions of the Work and Project, shall he for deviations from requirements of the contract Documents 9E related to the entire Project to the extent required by the Con• by the Architect's approval of Shop Drawings, Product Data, tract Documents,and shall provide for expeditious and practi• tramples or simlhar submittals unless the Contractor has cable execution of the Work, specifically informed the Architect in writing of such deviation at the time of submittal and the Architect has given written 3.10.2 The Contractor shall prepare fAnd keep current, for the approval to the specifi( deviation. The Contraclor.hall not he Architect's approval. a schedule of suhlmmAk o%hi(h Is ccxrrdl- rclicvcd of responsibility for errors or omiss' its im 1�Ilop Draw- nated with the Contractor's construction Schedule and allows ings, Product Data, Sample.t r similar submill,Ils by the Archi- the•Art hiiect reasonable time to review submittals. (cct'S approval thereof. 3.10.3 fhe Contractor shall confer n to the most recent 3.12.9 The Contractor shall(.fired specific attention,in writing schedules' or un resubmitted Shop Dra%vings, Product Uarr, or 3.11 DOCUMENTS AND SAMPLES AT THE SITE similar Submittals, to revisions other than those rcqucS[cd by the Architect on previous suhrnittais. 3.'[1.1 I he e.untr:,ctor shall maintain:u the site ler[he owner tine 1ctord copy of the Drawings, Specifications, addenda, 3.12.10 fmorniational submittals upon which the Architect is Change Orders and other Modifications, in good order and rn.I ( ,pt,it(I it,take responsive action may he so identiiled in marked currently to record changes and selections made during flit,cont,+(t Dm urnemts. construction,arid In addition approved Shop Drawings, Prod- 3.12.11 When proIcssional certification of performance criteria uct Hata, Samples and simllar required submittals. These shall of materials,systcmis or equipment is required hio,the Contract he available 10 the Architect and shall he delivered to the Archi- Documents, the Architect shall he entitled to rely upon the feet for submittal to flit,Owner up,);, ,-impletion of the w�ark accuracy and completeness of such calculations and certifi- 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES cations. 3.12.1 shop I n,m llig, .nr Lira«illi;••. fJJgr.nu. fi((lulcs .tui 3.13 :JSE Of SITE other dart specially Iitcpated for the\\,1:k h( i I s, utrrauor or 3.13.1 The 01niiat for shall ,(inFne operations at the site to J 1,ul),,-wi.Hf,rr, tiuhsubcontractor maimHo i m i uppileror areas, pernUtted by la\%. tutIii .n,tcs, permits and the Contract listllmit it illustrate•sonic portion of the Vt til 1. Documents and shall not unreasonably encumber the site with 3.12.2 Product Data are fllusu'ations, standard schechticw per tmilcriafs or c(µtfl)lrtcnt forinance (:harts, Instructions, brochures, diagrafir and other 3.14 CUTTING AND PATCHING information furnished h\ fit( ('ttntractor to illustrate materials 1.14.1 1 he Contractor shall be responsible for t-titting, fitting or equipment It if-sonic poniort of the Work, ill patching required to complete the Work or to make its par 3.12.3 Samples are physical examples c.hlch Illustrate I'L together properly. E mrncrl:lis. cquipmen[ or workmaniship and csfahlish) standards h\ w lit(It the Work a ill he judged .1.14.2 The Contrac•t(,r Shall not damage or t,rtdangur a portion of the Work or filly of partially completed comsu, (tion of the 3.12.4 Shop Drawings, Product Data.Samples:t)d Similar sill) Owrter or separate eoa)trtctors by cutting, patching or( ffler- nmt tis are not ( ontract Documents.The purpose of tht•it suh wise altering such c(nistruction,or by excavation.The Cuntrac- tnin II is to dcmomsfrate for those portions of the Vtak fin ter shall not cut tit otherwise alter such construction by the AIA DOCUMENT A201 •(,FNFRAI.('ONDITIONS OF 141F.CONTRAt 1 1,„' Ak I NI t 11ON•F(11 R1'1114111 vim ioN SIA' 0 11W fillA,Mf:HIt,ANINSI"11'1'TEuFARCt111'FC1'S,I"1S Ni g( t(tHK MNI I,Nit ;IIINgTt)N,bC 211111x, A201.1987 9 1 I lI 1 1 Owner or user irate contractor except with written consent of tect's consultants, and agents and employees of any of them the Owner and of such separate contractor;such consent shall arising out of(1)the preparation or approval of maps,drawings, not be unreasonably withheld.The Contractor shall not unrea- opinions,reports,surveys,Change Orders,designs or specified- . sonably withhold from the Owner or a separate contractor the tions, or (2) the giving of or the failure to give directions or Contractor's consent to cutting or otherwise altering the Work. instructions by the Architect, the f-rehitect's consultants, and agents and employees of any of them provided such giving or . 3.15 CLEANING UP ailure to give is the primary cause of the injury or damage. � 3.15.1 l he omtractor shall keep the premises and surround- ing area free nom accumulation of waste materia ,or rubbish 11 caused by operations under the Contract.At completion of the ARTICLE 4 f Work the Contractor shall remove from and about the Project ADMINISTRATION OF THE CONTRACT waste materials, rubbish, the Contr•acinr's tools, construction I equipment, machinery and surplus materials. 4,1 ARCHITECT I 3.15.2 if the Contractor fails to clean up is provided in theI 4.1.1 The Architect is the lx•rs;m IawPally licensed to practice Contact Documents, the Owner may do so anti the cost architecture or an entity lawfully practicing architecture iden- thereof shall be charged to the Contractor. clued as such in the Agreement and is referred to throughort � 3.16 ACCESS TO WORK the C-.mtract Documents as if singular in number. The tern "Archi'ect" means the Architect or the Architect's authoriztd 3.16.1 Pile Contractor shall provide the Owner and Architect representative. access to the Work in preparation and progress wherever located. 4.1.2 Duties,responsibilities and limitations of autho9ty of the t Architect as set forth in the Contract Documents shall not to t, 3.17 RO tALTIES AND PATENTS restricted,modified or extended without written consent of the: 3.17.1 The Contractor ,hall pay all royalties and license fees. owner, Contractor and Architect. Consent shall not be unrea- The Contractor shall defer.;)suits or claims for Infringement of sunably withheld. patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for 4.1.3 in cage of termination of employment of the Architect, Con- such defense or loss when a particular re lar design,process or prod- the Owner shall appointarchitect against wham the Con- uct of a particular manufacture or manufacturers is required by tractor makes no reasonable bllee objection and whose status under the Contract Documents. Ilo� _ver, if the Contractor has rea the Contract Documents shall he that of the former architect. s,.n to believe that G,e require ,,: siptt,proceo's or product Is an 4.1,4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 infringement of a patent,tilt Cont:.: cur shall be responsible for sh:dl he sublet t i() arbi ratil m - such loss unless such information is promptly furnished to the 4.2 ARCHITECT'S ADMINISTRATION Architect. OF THE CONT4ACT 3.16 INDEMNIFICATION 4,2,1 The .rchitect%% II provide administration of the Contract 3.16.1 1'i1 oho• fullest extent permitted by law, the Contractor as described in the 1 -mtract Documents, and will he the shall indemnify and hold harmless the Owner,Architect,Archi- owoer's representaik I (1) during construction, (2) until final tcct's consultants, and agents and employees of any of them payment is due and (i) with the Owner's concurrence, from frI>m and against claims,damages, losses and expenses,Includ- time to time during the correction period described in Para- Ing but nut limited to attorneys' fees,arising out of or resulting graph 12.2. The Architect will advise a.id ctnsodt with the from performance of the Work,provided that such claim,clam. Owner.The Architect will have authority,.o act on behalf of the age, loss or expense is attributable to bodil injury, sickrrss, owner only to the extent provided In the Contract Do-wuments, rlisease or death,or t:r injury to or destruc'tii m 14 tangible prop- unless otherwise modilted by written instrument In accordance crty(other than the Work itself)Including lugs(If use resulting with other provisions of the Contract, therefrom,but only to the extent caused in ,N ho!-or in part by 4,2.2 The " Itcct will visit the site at Intervals appropriate to negligent acts or omissions of the Contractor,a subcontractor, the stag ictruction to become g(merally familiar with the anyone directly or Indirectly employed by them or anyone for pec ger. " ty of the completed Work and to determine whose acts they may he liable, regardless of whether or not in gena irk Is being performed In a manner indicat- such cl:dm,damage,boss or expense is caused in part by a party Ing that the A'orl.,when completed,will he in accordance with indemnified hereunder. Such obligation ;hall m)t he construed the Contract Documents. However, the Architect will not be to negate•, abridge, or reduce other rights 11i 1lhligations of required for make exhaustive or continuous on-site inspections indemnity which would otherwise exist as to a party or r^rscn to check quality or quantity of the Work, on the basis of on- d_scrihctl ht this Paragraph i.IH, site observations as an architect, the Architect will keep the 3.16.2 in claims against any person or entity indemnified Owner informed of progress of the Work,and will endeavor to under this Paragraph 3.1 H by an employee of the(:untractor,a guard the owner against defects anti deficiencies In the Work. subcontractor,anyone directly or Indirectly employed by them 4.2.3 'File Architect will not have control over or charge of and or anyone for whose arts they may he liable,the Indcmniflca- will not be responsible for construction means, methods, tion 1lhligatiun under this Paragrtlill 3.1 k shall not he limited by techniques,sequences or procedures,ur for safety precautions .t linoit.nion on amount or type of damages, compensation or and programs in connection with the Work, since these are benefits payable he or for the Contractor or a Subcontractor sodeh• the Contractor's responsibility as provided in Paragraph under workers' or workmen's compensation acts, disability 3.; The Architect will not he responsible for the(.ontractor's licttefit acts or other employee benefit acts failure to carry out the Work In accordance with the(:ontract 3.16.3 The obligations of the Contractor under this Paragraph Documents.The Architect will not have control over or charge 3.I H shall not extend to tile liability of the Architect,the Archi ()rand a III not be responsible for acts or omissions of the Con- AIA DOCUMENT A201 •GENERAL Ct iNDl1'ION,,111 'I 111:t r tNTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 10 Af01.1NT Ate' • 11W I 111 N11FAICAN INSTI'1'I"IT 4 rP AHI III I Pi Is,I'45 NEVA'PORK AYENIT,N.W.,VVAS1111NOTON•D C 2rnH)6 + r tractor,Subcontractors,or their agents or employees,or of any out the Architect's responsibilities at the site. The duties, other persons performing portions of the Work. responsibilities and limitations of authority of such project 4.2.4 Communications Facilitating Contract .Admfnbtnt- representatives shall bP as set forth in an exhibit to be incorpo- rated in the Contract Documents. tion. Except as otherwise provided in the Contract Documents or when direct communications have Leen specially autho- 4.2.11 The Architect will interpret ano decide matters concern rized, the Owner and Contractor shall Pndeavor to communi- ing performance under and requirements of the Contract cate through the Architect, Communications by and with the Documents on written request of either the Owner or Contrac- Architect's consultants shall be through the Architect.Commu- tor. The Architect's response to such requests will be made r ' nications by and with Subcontractors and material suppliers with reasonable promptness and within any time limits agreed shall he through the Contractor.Communications by and with upon. If no agreement is made concerning the time within separate contractors shall be through the Owner. which interpretations required of the Architect shall be fur- 4.2.5 Based on the Architect's observations and evaluations of niched in compliance with this Paragraph 4.2, then delay shall the Contractor's Applications for Payment, the Architect will no be recognized on account of failure by the Architect to fur- review and certify the amounts due the Contractor and will nil h such interpretations until 15 days after written request is issue Certificates for Payment in such amounts, made for them. 4.2.6 The Architect will have authority to reject Work which 4.2.12 Interpretations and decisions of the Architect will he does not conform to the Contract Documents. Whenever the consistent with the intent of and reasonably inferable from the Architect considers it necessary or advisable for implementa- Contract Documents and will be in writing or in the form of ti in of the intent of the Contract Documents,the Architect will drawings.When making such Interpretations and decisions,the have authority to require additional Inspection or testing c f the Architect will endeavor to secure faithful performance by both 'Aork in accordance with Subparagraphs 13.5.2 and 13.5.3, Owner and Contractor, will not show partiality to either and whether or not such Work is fabricated,installed or completed. will not be liable for results of interpretations or derhions so However, neither this authority of the Architect nor a decision rendered in good faith. made In good faith either to exercise or not to exercise such 4.2.13 The Architec•t's decisions on matters relating to aesthetic aut hill it\ shall give rise to a duty or res,pomihllity of the Archi tect toil...Contractor,Subcontractor 1,maierial and equipment effect will he final if consistent with the intent expressed In the suppliers Ihcfr agents or employees,or other persons perform- ing Contract portions of the Work. 4.3 CLAIMS AND DISPUTES 4.2.7 The Architect will review and approve or take othc, ;ippropriatc action upon the Contractor'` submittals such as 4.3.1 Definition, A Claim is a demand or assertion by ane of Sh1.c Drawings, Product Data and Sam,Iles, but only for the the parties seeking,as a matter of right,adjustment or interpre- linlitcd purpose of click-king for conforn MILC with Information tation of Contract terms,payment of money,extension of time gi\t if and the design coneci)t expresses; in the Contract Docu- or other relief with rt-,pctcc to the terms of the contract. The niciiIs The Architect's action will be tahen with such reason- term "Claim" also include;other disputes and matters In ques. I ;thio promptness as to cause no delay In the Work or in the tion between the Owner and Contractor arising out of or rel:u- actI%itics ( r the Owner, Contractor'or separate contractors, Ing to the Contract. clmw, must be made I \ written notice. while• allow•u)P sufficient time In the Architect's professional The r­ponsihillty III iiII,i,mikitc Chim, I .III rest wfil) the judgment to permfl aticguate review.I(evic%% oI such suhtililtals part\ n ,eking the I I imi is not conducted fill the purpose of determining the accuracy and conlplcieness of other details such as dimensions and 4.3.2 Decision of Architect. Claims, including thirst• allcgitlg yuantitics. ',I fin IIII,.ctntiating Instruciioms hit Installation or an error of tmussh,n 11\ the 'architect,shall he rcfe•rrcd initialk perimni.ln(, (It cf impnlcnl or systems,all of whit II remain the h)the Ardiactt till at tion as pro\id:d In Paragraph-1 1 A ileo, respomsil.iln\ of the contractor as required by the contract sign by the Architect,as provi(lt(I n tiubparagraph I I I. hail I)OCLII11C1)Is Hie Ar-hitect's review of the Contractor I,`.uhntJt- he reguiretl as a toncfiuon precedent to arbitration or lltigaUon i tads shall not rc•liuvu the Contractor of the tlhllgations under of a CL•tlnl he•I\\(TI. the Contractor and elw•ner as n) all such Paragraphs 1 i. i 9 and Al 11 The Ali hitct t s rt•\it- shill not mauler` arising prior u)the date final payment Is Clue,regardless 0iuuc apllro\al oI s;lfcty prrraullons or, unle ssolhcrw isc of(1),bother such matters rOatc to execution and progress of spctin(.ilk statct)by the Architect,of an\ construction means, the Work or(2) the extent to which the Work leas been com- nu I;,. ls. le(lu)iyues,styucnres or prutedures The Ar,Luc(t s pictctl The decision by the Architect in response to it Claim I,\pn,\,II of a specific Item shall not indit:ue a11I)IM.1I of All shall not I-c a condition precedent to arhitmttion Or litigation In asse•nll,l of which the Item is a component. the e\Util(1)tilt•position(It.intuit(t t is\.It.fill I'I the•Architect has not rc•cei\•cd evidentc ur Itas tailed to render it decision 4.2.8 The Architect will prepare Change Orders and within agreed time limits. (i) the Architc,:t has failed to take tion Change I)Irecth cs. and may authorize minor changes in ;fiction required under ,uhp.lragraph 4AA within 30 days after the Cork as pro\itictl ill ll;u•agraph '.-f the Claim is madu e,I I:; days have passed atter the Claim has 4.2A The Architect %A Ill ( nulurt Inspections to determine the been referred to the �rthitect or (5) the Claim relates to a date or dates of Suhst.mlial t ompletiou and the date of final Ine•chanir% Ilett, t'ontpl(•tion. will recd\(- and forward to the Owner for the 4.3.3 Time Limits on Claims. Claims by either party must he I)w not s rc\1cw and rc( )rd5 written warranties and related d(I( m ucnts rot ulred by the O intract and assembled by the nlatlt within 21 chits ahcr occurrence of the event giving rise to t.ontroctor, an(II wilt issue :t final(:ertifitate I(rr Paynx•nt upon such Clain,(it \\;thin 21 days after the claimant first recognises c•onlpli:tnce•with the requircnicnts of the t:ontract Docun1clits•. the condition gi\ing rise to the Claim,whichever is later.Claims must be made• by written notice An additional Claim made &.2.10 11 the t)w net and Architect agree,the Architect will pro- after tile initial Claim has been Implemented by Change Order idc one or mire project represent:n:vcs to assist in carrying will not lie considett•d unitws suhn)Uted In .I timely manner. AIADOCUMENTA201 •1,1NItW10NI)II (I\',(111111IIIVI4\( II(1N ( IIIIVfill HIIINI11Ff11'I'ION 'r'�� '1 \I\' • I i" IIII \\II 1+1( \'.INI I I I II OI \NN' I1 ( IIIIII IS I'+� I\I 11)KK \\I NI I •�\\ tt\�I IIN,,I(IN 21 NNMI r 4.3.4 Continuing Contract Performance. Pendhig final reso- substantiating that weather conditions were abnormal for the T lotion of a Claim including a.hitration,unless otherwise agreed period of time and could not have been reasonably anticip:.ted, in writing the Contractor shall proceed diligently with perfor- and that weather conditions had an adverse effect or the mance of the Contract and the Owner shall continue to make scheduled construction. payments in accordance with the Contract Doc iments. 4.3.9 Injury or Damage to P,.rtt►or1 or Property. If either party 4.3.5 Waiver of Clelme: Final Payment. The making of final to the Contract suffers injury or damage to person or property payment shall constitute a waiver 'rf Claims by the Owner because of an act or omission of the other party,of any of the except those arising "arm: other party's employees or agents,or of others for whose acts .1 hens, Claims,security interests or encumbrances aril• such party is legally liable, written notice of such injury or Ing out of the Contract and unsettled; damage, whether or not insured, shall be given to the other .2 failure of the Work to comply with the requirements Party within a reasonable time not exceeding 21 days after first of the Contract Documents;or observance. The notice shall provide sufficient detail to enabie the other party to investlgate the matter. If a Claim for addl- t .3 terms of special warranties requited by the Contract tional cost or time related to this Claim is to be asserted,it shall Documents. be filed as provided in tiuhp:tragraphs 4.3.7 or 4.3.8. 4.3.6 Claims for Concealed or Unknown t;onditions. If con- 4.4 RESOLUTION Of:CLAIMS AND DIS'UTES t ditions are encountered at the site which are(1)subsurface or otherwise concealed physical conditions which differ maters- 4.4.1 The Architect will review Claim-and take one or more of ally from those indicated in the Contract Documents or (1) the fcllow•ing preliminary actions wKnin tcn days of receipt of a unknown physical conditions of an unusual nature, which dif- Claim:(1).request additional supporting data from u„claimant, ^ fer nlatetially from those ordinarily found to exist and generally (2)submit a schedule to the partes Indicating when the Archi- recognized as inherent in construrtion activities of the tect expects to take action,(3}reject the Claim in whole or in character provided for in the Contract Documents,then notice part, stating reasons for rejection,(4) recommend approvJ of by the observing party shall be given to the other party the Claim by the other p2;(y or(5)suggest a compromise.The promptly before conditions are disturbed and In no event lit-r Architect may also,but is r of obligated to,notify the surety, if than 21 days after first observance of the conditions.Tht Arcm- any,of the nature and amucnt of the Claim. tett will promptly investigate such conditions and,if they differ materially and cause an increase or decrease In the Contractor's 4.4.2 If a Claim has been resolved,the Architect will prepare or cost of, or time required for, performance of any part of the obtain appropriate documentation. Work,will recommend an equitablc adjustment in the Contract 4.4.3 If a Claim has not been resolved, the party making the Sum or Contract Time,or both.If the Architect determines that Claim shall, within ten days after the Architect's preliminary the conditions at the site are not materially different from those response,take one or more of the following actions:(1)submit indicated In the Contract Documents and that no change in the additional supporting data requested by the Architect, (2) terms of the Contract Is justified, the Architect shall so notify modify the initial Claim or(3)notify the Architect that the Initial the Owner and Contractor in writing, stating the reasons. Claim stands. Claims by either party In opposition to such determination must he made within 21 days after the Architect has given 4.4.4 If a Claim has not been resolved after consideration of the notice of the d.revision, If the Owner and Contractor cannot foregoing and of further evidence presented by the parties or agree on an adjustment in the Contract Sum or Contract Time, reu.rested by the Architect,the Architect will notify the parties the adjustment shall he referred to the Architect for Initial deter- it writing that the Architect's decision will he made within mination,subject to further proceedings pursuant to Paragraph s'-ven days, which decision shall be final and binding On the 4.4. l arties but subject a)arbitration. IJpon expiration of such time 4.3.7 Clohne for Addltinftel COs. If the Contractor wishes to period, the Architect will render to the parties the Architect's make Claim Fur an Ince. se in the Contra-.-t Sum,written notice written derision relative to the Claim, including any change in as provided herein shall he given before proceeding to execute the Contract Sum or Contract Time or both If there is a surety the Work. Prior notice is not required for Claims relating to an and there appears to be a possibility of a Contractor's default, emergency endangering life or property arising under Para- the Ar•hltect may,but Is not obligated to,notify the surety and graph 10.3, If the Contractor believes additional cost Is request the surety's assistance In resolving the controversy, involved for reasons Including but not oumited to(1)a written interpretation from the Architect,(1)an order by the Owner ti 1 4.5 ARBITRATION stop the WOrk where the Contractor was not at fault,(i)a writ 4.5.1 Contmversles and Claimed Subject to Arbitration. Any ten order for a minor change In the V ork Issued by the Arrhi controversy or Claim it ranµout of or related to the I ,ntract, tett,(4)failure of payment by the Owner,(5)termination of the or the breach thereof•, s11.111 he settled by arbitration u1 .1rr.ir Contract by the Owner, (6) owner's suspension or (7) other dance with the Construction Industry Arbitration Rules. I ilio• !casonable grounds,Claim shall Ix filed in accordance with the American Arbitration Association, and judgment upon the procedure established herein. award rendered by the arbitrator or arbitrators may he entered 4.3.8 Claims for Additional Time in an)• court having jurisdiction thereof, except controversies 4.3.8.1 It the e untractur wishd�s to make Claim for an Increase or Claims relating ar aesthetic effect and except those waived as + in tile Contract Time,written notice as provided herein shall hr provided for In Subparagraph 4.3.5. Such controversies or given The Contractor's Claim shall include an estimate of cost Claims upon which the Architect has given notice and rendered and of probable effect of delay on progress of the Work In the a decision as provided in Sul,panagraph 4.4.4 shall he subject to rase of a continuing delay only one Claim Is necessary arbitration upon written demand of either party. Arbitration may be commenced when 41i days have passed after a Claim 4.3.8.9 If adverse weather conditions are the basis for a Claim has heen referred a,the Architect as provided in Paragraph 4.3 for additional time, such Claim shall he documented by data and no decision has been rendered. AIA DOCUMENT A201 •e,PNFRAI i(IN I III II INS i it 1111 i.iNTRACT FOR CONSTR,111 1'I( N•POURTEENT11 PI)lTION 19 M1•1"7 AIA' 0 II)H- 1111 \VIH1f ANIN%IIII 1I fN AHt 111114 I� I'k%NPV! YORK AVENUE.N`x', %,ASIIIN(;•l'ON,Itt PRRR1 wig N or 81 i 4.5.2 Rules and Notices for Arbitration. Claims between the 4.5.6 Claims and Timely Assertion of Claims. A party who Owner and Contractor not resolved under Paragraph 4.4 shall, files a notice of demand for arbitration must assert in the if subject to arbitration under Subparagraph 4.5.1, be decided demand all Claims then known to that party on which arbitra- by arbitration in accordance with the Construction industry tion is permitted to be demanded.When a party fails to include Arbitration Rules of the American Arbitration Association cur- a Claim through oversight, inadvertence or excusable neglect, rently in effect, unless the parties mutually agree otherwise. or when a Claim has matured or been acquired subsequently, Notice of demand for arbitration shall be filed in writing with the arbitrator or arbitrators may permit amendment. the other party to the Agreement between the Owner and Con- ,4,5.7 Judgment on Final Award.The award rendered by the tractor and wlch the American Arbitration Association, and a arbitrator or arbitrators shall he final, and judgment may be copy shall he filed with the Architect. entered upon it In accordance with applicable law in any court 4.5.3 Contract Performance During Arbitration. During arbi- having jurisdiction th+:reof. tration proceedings, the Owner and Contractor shall comply with Subparagraph 4.3.4. ARTICLE 5 4.5.4 When Arbitration May Be Demanded. Demand for arbi- tration of any Claim m.,% not he made until the earlier of(1)the date on which the Architect has rendered a final written deci- 5.1 DEFINITIONS sion on the Maim,(2)the tenth day after the parties have pre- sented evidence to the Architect or have been given reasonable 5.1.1 A subcontractor is a person or entity who has a direct opportunity to do so, if the Architect has not rendered a final contract with the Contractor to perform a portion of the Work written decision by that date, or (3) any of the flve events at the site•. The term"Subcontractor" is referred to throughout f described in Subparagraph 4.3.2. the Contract Documents m if singular in number and means a Subcontractor or an authorized representative of the Subcon- 4.5,4.1 When A written decision of the Architect states that(1) tractor. The term "Subcontractor"does not Include a separate I the decision is final but subject to arbitration and(2)a demand contractor or subcontractors of a separate contractor. for arbitration of a Claim covered by such decision must he made within 30 days after the date on which the party making 5.1.3 A Sub-subcontractor is a prrson or entity who has a the demand receives the final written decision, then failure to direct or indirect contract with a Subcontractor to perform a demand arbitration within said 30 days period shall result in portion of the Work at the site.The term"Sub-subcontractor" the Architect's decision becoming final and hinging upon the is referred u,ti-soughout the Contract r)ocutments as If singular Owner and Contractor.If the Architect renders a decision after In numbe, and means a Sub-subcontractor or an authorirxd arbitration proceedings have been initiated,such decision may representative of the Sub-subcontractor he entered as evidence,but Shall not Supersede arbitration poo- 5.2 AWARD OF SUBCONTRACTS AND OTHER ceedings unless the decision is acceptable to all paries CONTRACTS FOR PORTIONS OF THE WORK concerned. 5.2.1 1'nless otherwise stated In the Contract Documents or 4.5.4.2 A demand for arbitration shall br made within the time the bidding requirements, the Contractor, as soon as prac- f limits specified in Subparagraphs 4.5.1 and 4.5.4 and Clause ticable after award of the Contract, shall furnish in writing to 4.5.4.1 as applicable, and in other cases within a reasonable the Owner through the Architect the names of persons or enti- time after the Claim has arisen,and in no event shall it he,made ties(including those w•ho are to furnish materials or equipment after the dare when instituti(in of legal or equitable proceedings fabricated to a special design)proposed for each principal por- hayed on such Claim would hc barred I,\ the ap f. -hie statute tion of the Work.The Architect will promptly reply to the Con- of limitations as determined 'Irsu;uu I., I'magrapu, 13•,. tractor in writing stating whether or not the Owner or the 4.5.5 Limitation on Consolidation cr Joinder. No arbitratiooli Arohitcct, after due invc•Ligation, has reasonable objection to arising out of or relating to the Conma+1 Documents shall :my such proposed person or entity. Failure of the ()wncr or Include, by cunsolidatlon or joinder or in .toy other m;uunrr, Arcitiiect to reply proml\th tih.11 o omstitute notice o,[+:o reason- the Architect, the Architect's employees or consultants,except slide objection, by written consent containing specific reference to the Agrc•e- 5,2.2 The Contractor shall it,it t ontract %\-fill a proposed per- merit and signed by the Architect,Owner,Contractor and ant son or entity to whom the()\vner or Archity I has made rea- other person or entity sought to he Joined. No arbitration shall minable and titmely olujection The Contractor shall not he include. by .( isolidation or joinder or in any other manner, required to contract with anyone to whom the Contractor hits parties other than the Owner. Contractor, a separate contrac made reasonable objection. tot as described in Article h and oti.,r persons substauntlally Invt&Cd in a common qtr"stion of fact .rr law whose presence 5.9.3 If the Owner or Architect has reasonable objection to a Is required if complete relief is ht he accorded in arbitration.No person or enthy proposed by the Contractor, the Contractor person or entity other than the Owner,Contractor or a separate shall propose another to whom the Owner or Architect has no contractor its descrihcJ in Article h shall he Included as all orig- reasonable objection. The Contract titin, shall he increased or trial third party or additional third lout\ t,o;m arbitration whose decreased by the difference•in Co,t ()I I. curd by such change Intetest or responsihility is inaouh:t;uui.l 1 I lnsc•m to arbitration ;md all appropriate Change o order shall he issued However,no Involving an additional person or cntit\ shall not constitute increase In the Contract Sum shall he allowed for such change Lt nwnt to arbitration of a dispute not LIc.crlhcd therein or with unless the omtractor has acted promptly and resplmsively in person or entity not named or deso Abed therein. The• fore- ;tihmilting names as required, going agreement to arbitrate anti other agreenH_nts to arhiu.uc w id,an additional person or entity club consented to by parties 5.2.4 The Contractor shall root change a Subcontractor,person to the Agreement shall be specitit;ll\ enforceable under appli- w cmlity previously selected if the Owner or Architect makes ,able law In an\ ,sour having juri�di%lion thereof. reasonable objection to such change AIA DOCUMENT AZOt •(+ %4RAI, IN1111 0 INS I it I Ill I I)N tRA1 I I I)it I INN l HI I I N"'s• I 1 0 N I I 1 11 1 Ill 114 IN 01.1987 1� ilA' • I+,H- IIID AitF.H11.ANIN�111111 ,H \NIIIIIt1 Is 1-iIINttlt WRKA\IN11- 1\% .UNIII♦+J��" I„ 21eNx, 5.3 SUBCONTRACTUAL RELATIONS 6.1.8 The owner shall provide for coordination of the activi- 5.3.1 By appropriate agreement,written where legally required ties of the Owner's own forces and of each separate contractor for validity,the Contractor shall require each Subcontractor,to with the Work of the Contractor, who shall cooperate with the extent of the Work to be performed by the Subcontractor, them.The Contractor shall participate with other separate(-on- to be bound to the Contractor by terms of the Contract Docu- tractors and the Owner in reviewing their construction sched- ments,and to assume toward the Contractor all the obligations ules when directed to do so. The Contractor shall make any and responsibilities which the Contractor, by these Docu- revisions to the construction schedule and Contract Sum mems,assumes toward the Owner and Architect.Each suhcon- deemed necessary after a joint review and mutual agreement. tract agreement shall preserve and protect the rights of the The construction schedules shall then constitute the schedules Owner Architect under the Contract Documents with to be used by the Contractor, separate contractors and the Owner until subsequently revised. respect at the Work to be rerformed by the Subcontractor so that subcontracting thereof will no:prejudice such rights,and 6.1.4 Unless otherwise provided in the Con'ract Documents, shall allow to the Subcontractor, unless specifically provided when the Owner performs construction or operations related otherwise in the subcontract agreement, the benefit of all to the Project with the Owner's own forces,the Owner shall be rights, remedies and redress against the Contractor that the deemed to be subject to the same obligations and to have the Contractor, by the Contract Documents, has against the Owner. Where appropriate, thr Contractor shall require each same rights C,-)ill n apply cl the Contractor under the Candi- Subcontractor to enter into similar agreements with Sub-sub- those of the C,mrtice including, without excluding others, contractors. The Contractor shall make available to each pro- those stated In Article �, this Article 6 and Articles 10, 11 I posed Subcontractor,prior to the execution of tht,;,�hcontract and 12, agreement, copies of the Contract Documents to which the 6,2 MUTUAL RESPONSIBILITY Subcontractor will he bound,and,upon written request of the Subcontractor• identity to the Subcontractor terms and condi- 6.2.1 The Contractor shall afford the Owner and separate con- tions of the prop ),,cd subcontract agreement which may he at tractors reasonable opportunity for Introduction and storage of variance with the Contract Documents. Subcontractors shall their materials and equipment and performance of their activi- similarly make copies of applicable pt u I i n is II uch documents ties and shall connect and coordinate the Contractor's con- available to their respective proposed Sub-soh.unlractors, stnlction and operations with theirs as required by the Contract 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS Documents. 5.4.1 Each subcontract agreement i(,i a portion of the Work is 6.2.2 If part of the Contractor's Work uepends for proper assigned by the Contractor to the. Owner provided that, execution or results upon construction or operations by the .1 assignment is effective only after termination of the Owner ora separate contractor, the Contractor shall, prior to Contract by the Owner for cause pursuant to Para- proceeding with that portion of the Work,promptoi report to graph 14.2 and only for those subcontract agreements the Architect apparent discrepancies or defects In .,.uch other which the Owner accepts by notifying the Subcon_ construction that would tender it unsuitable for such proper tractor in writing; and execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or sepa- rate contractors'completed or partially completed construction it'any,obligated under bond relating to the<'ontract is fit and proper to receive the Contractor's Work,except as to 5.4.2 If the Work has been suspended for more than 30 days, defects not then reasonably discoverable. the Subcontractor's compensation shall be equitahl,• adjusted. 6.1.3 Cults caused by delays or by Improperly timed activities (or defective construction shall he borne by the party responsi- ARTICLE 6 hoc therefor. CONSTRUCTION BY OWNER 6.2.4 The Conimctur shall promptly remedy damage wrong OR ®Y SEPARATE CONTRACTORS f Ily caused by the Contractor to completed or partially r, p.teted construction or to property of the Owner or scpai.uc 6.1 OWNER'S RIGHT 10 PERFORM CONSTRUCTION contractors as provid.d in Subparagraph 111.15. AND TO AWARD SEPARATE CONTRACTS 6.2.5 Claims and other disputes and matters In yucsrl(on 6.1 1 The c)caner rt- I o cs the right to porno m i I I III 11111 rn nl or between the Contractor and a separate contractor shall be sub operations relateLI to Jlc Project with the()%%our s I,LL n forces• jeet to the provisions of Paragraph 4.3 provided the separate and to award separate contracts In connection with other por contractor has reciprocal obligations. tions of the Project or other construction or(operations on the site under C:ont''ons of the Contract identical or substantially 6.2.11%The Owner and each separate contractor shall have the similar to these including those portions related to Insurance sante responsibilities for cutting and patching as are oescribed and walver of;:abrogation. If the Contractor claims that delay for the t ultractor in Paragralm 3.14. or adeUtb.nal cost Is Involved because of such action by the t r:.net,the Contoctor shall make such Claim as provided else- 6.3 OW'NER'S RIGHT TO CLEAN UP Witte in the Contract Documents. 6,3,1 If a dispute arises among the Contractor, separate con- 6.1.2 When separate contracts are awarded for different pot- tractors and the Owner as t(o the responsibility under their III n,,o t the Project or other construction or operations on the respective contracts tier it—tintaitdng the prettilses and surntund- OIL%the term "Contractor"In the c.ontrract Documents In each Ing area free from waste materials and rubbish ,is described in case shall mean the Contractor is ho executes each separate Paragraph 3.15. the Owner may clean up and albcate the cost Owner-Contractor Agreement. 4111ung those responsible as Nye Architect determines to he just. AIA DOCUMENT A201 •t:FNPI?As,C ONDITtt 1Ns(W 1111 I(INTRAt 1 [OR MNSTRUCTION•Hot I INI 11 I I>I I I()N 14 "01.1967 AIA' 0 IvH-lilt.ANO[RIt'.N INSTITUTE OP ARt'1111 Ft:l'°.I'1M1 NFVr 1.11RK A1'FNt'F,N*,111ASHINhION D( .1114M J ARTICLE 7 .3 cost to be determined in a manner agreed upon by the parties anti a mutually acceptable fixed or percent- CHAN:?FS IN The WORK age fee; or 4 as provided in Subparagraph 7.3.6. f7.1 CHANGES 7.3.4 Upon receipt of a Construction Change Directive, the 7.1.1 Changes in the Work may he accomplished after execu- Contractor shall promptly proceed with the changz in the tion of the Contract,and without invalidating the Contract,by Work involved and advise the Architect of the Contractor's Change Order, Consuucdon Change Directive or order for a agreement or disagreement with the method, if any, pros lded minor change in the Work,subject to the limitations stated in In the Construction Change Directive for determining the pro- this Article 7 and elsewhere in the Contract Documents, posed adjustment in the Contract Sum or Contract Time. 7.1.2 A Change Order shall be based upon agreement among 7.3.6 A Construction Change Directive signed by the Contrac- tthe Owner, Contractor and Architect; a Construction Char,,,e for indicates the agreement of the Contractor therewith,includ- Directive requires agreement by the Owner and Architect and ing adjustment in Contract Sum and Contract Time or the may or may not be agreed to by the Contractor;an order for a method for determining them. Such agreement shall be effec- minor change in the Work may be issued by the Architect tive immediately and shall be recorded as a Change Order. :done. 7.3.6 If the Contractor dues not respond promptly or disagrees 7.1.3 Changes in the Work shall be performed under appii- with the method for adjustment In .he Contract Sum, the cable provisions of tine Contract Documents,and the Contrac- method and the adjustment shall be determined by the Archi- tor shill proceed promptly, unless otherwise provided in the tett on the basis of reasonable expenditures anti savings of Change Order, C0ns1111r1ion Change Directive or order for a triose performing the Work attrfl-t,table to the change, inciud- I minor change in the Work. Ing, in case of all Increase in tilt. Contract Sum, a reasonable 7.1.4 If unit prices are stated in the Contract D,.wuments or allowance for overhead and profit.In such case,and also under subsequently agreed upon, and if quantities originally con- Clause '.3.3 3, the Contractor shall keep and present, in such Iten)platcLl:ire so changed in a proposed Change Order or Con- form its the Architect may prescribe, an itemized accounting struction change Directive that application of such unit prices together with appropriate supporting data. Unless otherwise to t1mimitics of Work propm.cd will cause substantial inequity provided in the Contract Documents,costs for the purposes of to Flit Otoner or Contractor, the applicahlc unit prices shall be this Subparagraph '.3.0 shall be limited to the following: U(IM1.1 ih' adillstcd .1 costs of labor, including social security, old age and 7.2 CHANGE ORDERS unemployment insurance,fringe benefits required by agreement or custom, and workers' or workmen's 7.2.1 A Change Ord,,r is a written instrument prepared by the compensation insurance, Architect and signed uy the Owner, Contractor and Architect, ,2 costs of materials, supplies and equipment. Includ- stating their agreement upon all of the following: Ing rust of transportation, whether Incorporated or .1 A change in the Work; consumed; .2 the Amount of the adjustment In the Contract Sum,if .3 rental costs of machinery and equipment,exclusive of ;111i. and hand tools, w..ether rented from the Contractor or .3 thr extent of the adjustment in the Contract Time, if others; .4 costs of premiums for all honds and Insurance,permit fees, and sales use or similar taxes related to the 7.2.2 %if 1110d5 used In determining adjustments to the C:ontiAct Work; and ~11111 111,11 int ludo those listed in Subparagraph 7.3.3. .6 additional costs of supervision and field office person- 7.3 CONSTRUCTION CHANGE DIRECTIVI—S nel directly attributable to the change. 7.3.1 A t im,,wictfon e.hangc Directi%c is a written order pre- 7.3.7 fending final determination of cost to the Owner, pared hi the Architect and signed by the Owner and Architect, :amounts not in dispute may he included 111 Applications for tlirerting a,hangr in the Work and slating A proposed basis for i! mit, in the a nuract Sum or Contract Time, or i,aynient. The amount of credit ho be allowed by the Contrac- tor to the M\ fora deletion or change which results In a net 1)( 411 I he ')i\tier mm\ Im e i nlstructlon Change Directive, decrease f l the Contract Sum shall he actual net cost as con- nithoW invalidating tilt, Conlral 1, order changes in the Work firmed hi the Architect. When both additions and credits within the general scope of Iht, t:ontrtct r(msisting of addf { tions, deletions orother rci i,it ms, the('ururart Sum:mil Con- covering n•latrd Work or substitutions are involved in a tract Time heing adjusted accordi tglc change, the allowance for overhead and profit shall Inc figured on the basis of net increase,If any,with respect to that change. 7.3.2 A Constnoi'tlon Change Directive shall be used In the 7,3.5 If the ()truer And Contractor do not agree with the Absence of it agreement on the terms of a Change Order. adjustment in t ontract Time or the method for determining It, 7.3.3 It tilt, t imstructlim t hange Directive provides for an the adjustment or the method shall he referred to the Arc.titect adjustment to the Contra(i 1,un1.the adjustment shall he hosed for dete•rnihmiii in I un one, the foilotving n1i 1hod� 7.3.9 Whcn tit, (W ner and Contractor agree with the deter- .1 mutual ac•cept, o tanrf A lump sun] properly itemized titillation made by[ht,Architect concerning tht adjustments in :and supported hi .ullicictit substantiating data to per- the Contract Sun]:and Contract I1me,or otherwise reach agree- mit evalltalion. anent upon the adjustments, such agreement shall be OTcrtivr ! .2 unit prices stalcd ht the Contract Documents or suh- Immediately and shall be recorded by preparation and eaecu se•qucntiy agreed olein; tion of An appropriate Change Order. AIA DOCUMBW AM to 1;FNFKAI (1)til n I I(IW-.IP 1111[(e)NTRM:F Ft IK 1()NIO R1'l TION•FOUNTEENTH EblTION ALS' 0 1QM- lilt'A1FItItANIVB1111It()IAH( IIII1,ln'S,t'i9NFW1'ORKM'ENt)h..N,\%,'A'ASHINGTON,n(_2igX)ri A201.1987 15 7.4 MINOR CHANGES IN THE WORK ARTICLE 9 7.4.1 The Architect will have authority to older minor changes In the Work not involving adjustment in the Contract Sum or PAYMENTS AND COMPLETION extension of the Contract Time and not inconsistent with the 9,1 CONTRACT SUM Intent of the Contract Documents. Such changes shall be 9,1.1 The Contract Sum is seated In the Agreement and,includ- effected by written order and shall be binding on the Owner and Contractor. The Contractor ,hall carry out such written Ing authorized Contractor f r the total amount payable by the orders promptly. Owner to the Contractor for performance of the Work under the Contract Documents. ARTICLE 8 0.2 SCHEDULE OF VALUES 9.2.1 Before IIIc lint Application for Payment, the Contractor TIME shall submit a1 tilt- Architect a schedule of values allocated to T various portions of the Work,prepared In such fort and sup- 8.1 DEFINITIONS ported by such data to substantiate its accuracy as the Architect . 8.1.1 Unless otherwise provided, Contract Time Is the period may require.This schedule,unless objected to by the Architect, of time, including authorized adjustments,allotted in the Con- shall he used as a bads for reviewing the Contractor's Applica- tract Documents for Substantial Completion of the Work. tions for Pa;ment. 8.1.2 The date of commencement of the Work is the date 9.3 APPLICATIONS FOR PAYMENT established in the Agreement.The date shall not he postponed 9.3.1 At least ten days beton. the date established for each by the failure to act of the Contractor or of persons or entities progress payment,the Contractor shall submit to the Architect for whom the Contractor Is responsible. an itemized Application for Payment for operations completed In accordance with the schedule of values. Such application 8.1.3 The date of Substantial Completion is the date certified shall he notarized, if required, and supported by such data by the Architect in accordance with Paragraph 9.H. substantiating the Contractor's right to payment as the Owner 8.1.4 The term"dav'•;is used In the Contract Documents shall or Architect may require, such as copies of requisitions from mean calendar day unless otherwise specifically defined. Subcontractors and material suppliers, and reflecting retainage 8.2 PROGRESS AND COMPLETION if provided for elsewhere In the Contract Documents. 8.2.1 Time• liner. -I.rted in the C.onu•aci Documents are of the 9.3.1.1 Such applications may include requests for payment on essence of the Comract, By executing t11e Agreement the Con- account of changes in the Work which have been properly tractor confirms that the Contract Time is a reasonable period authorized by Construction Change Directives but not yet .. for performing the Work. included in Change Orders. 8.2.2 The Contractor shall not knowingly, except by agree- 9.3.1.2 Such applications may not include requests for pay- ment or instruction ol'the Ovoicr In writing,prematurely com- ment of amounts the Contractor does not intend to pay to a n lent r operations on the site or elsewhere prior to the effective Subcontractor or material supplier because of a dispute or other date t,I insurance required by Article I I to he furnished by tilt- reason. Cont.„i,n 'I he(.late of commencement of the Work shall not 9,3,2 1Iniess otherwise provided In the Contract Documents, he c•hango i t c the effective date of such insurance. t!nless the payments shall he made on account of materials and equipment date of conu,mlit cment is established by a notice t(1 proceed delivered and suitably stored at the site for subsequent incor- gh•en by the tic+rn r. the ronnart r shall notify the owner In poraton h1 the Work If approved In advance by the owner, writing not less Ihan 11%L' clay', ,t( littler agreed period before payment may simiLlrh he made for materials and equipment (t,mmencing the Work to permit IlW timely filing of mortgages, suitably stored off the site at a location agreed upon In writing. mechanic's lien-,and other Set,urlty init-rcslS. Payment for matcriak and equipment stored on of off the site 8.2.3 The Co,Qractor shall proceed expeditiously with adc- shall he conditioned upon compliance Iw the Contractor with tlm.tc forces and shall achk•ve Substantial Completion within prtn•edur('s s,itkt a tor\ I,1 the Owner to establish the Owner's 0h, 1 wract Time, till(' u1 Such materials and equipment or otherwise protect the (Owner's interest, and shall include applicable Insurance, 8.3 DELAYS AND EXTENSIONS OF TIME slonige and transportation to the site for such materials anti 8.3.1 11 tilt,I onti,rt for is dcla\cd at:un nnlc in progrcSN OI tile ('(Iuipnlcnt stored off the site. V-)rk by .ill ,I,I i,I neglect of the()m i,, i ,rr Architect,()I ill all 9.3.3 I'he Contractor warrants that Bile to all Work covered by ('111111mcc of ,ilii I. or of a sep;it,m , w t.n Ior empim c•d by stn Application for Pa\mcnt t\ill pass to Ihc(owner no later than Ili(* I)WICT It h( ,hanger ordVIVd Ill Ih( A ork, or by labor the tine of payment. 't is C:ontraealr further warrants that t11N1,uteN.tilt ,mnmNmal dela} in dell(erit-S,unavoidable c111.121ties upon submittal of an Application for I'ayntemt all Work for Ill „Ihcl e.nlNI-N heNond the Coniractor'S control• lir by delay whi(11 I.crtilicates for Payment have been previously I.4nccf aW horin tl by tilt- O%vner pending arhitratil n1, (Ir by other and Im%mcnts received from the Owner shall,to the hest Of the (.uIN(N NN)IR 11 the \t(Ilil('cl dctcrnlineN nun it m itv delay, then Contractor's knowledge, Information and he lief, he free and the•Contract fine•Shall he cxtcnd('d hN C11;n1µt-()RICt for Such clear tit lit nN. claim•,. security interests or cnc•umhrances hI wasonahle time as the Architect inay detclnlinc favor of Ihc I untrat Ior. Subcontractors, material suppliers, or 8.3.2 (.lainns relating n 1 time shall he made in a(t ordance with olid pt rNt)[il• or mulles making a claire reason of having ,ppi,t.1hit- provisions of Paragraph •1.3. prm Ocd hNit. materials:Intl equipment n .ting to the Work. 8.3.3 111i,, Paragraph N.i docs not preclude rct of t t c of dam 9.4 CERTIFICATES FOR PAYMENT •lues Ior delay hr either pato- under other pw%r.nn,N of the 9.4.1 The Architect «III, within seven days after receipt of the ( ontract Doctimc•tnts. c'ontractor's Appllt.tom for Pa\nient, either Issue to the AIA DOCUMENT A201 •(iFNERAI.(:O?4nITIoNS OF 11IE t*ON'I R4( I It M(ONSTRI1,11ON•r(Al A I EENT',EDITION 18 A201-1087 N I • 1914"'1[IF AMERICAN INSTITI11 F.OF,RC11ITFC1s,I"`ii NI Nt 1 t IRK AYFNI F.N W.WASNINCTON,D C 21111tH, M"Wlff , d Owner a Certificate for Payment, with i.opy to the Contrac- 9.5.2 When the above reasons for withholding certification are tor, for such amount as the Architect determines is properly removed, certification will he made for amounts previously clue, or notify the Contractor and Owner in writing of the withheld. Architect's reasons for withholding certification in whole or in 9.6 PROGRESS PAYMENTS part as provided in Subparagraph 9.5.1. 9.6.1 After the Architect has issued a Certificate for P•rymem, 9.4.2 The issuance of a Certificate for Payment will constitum,a the Owner shall make payment in the manner and within the representation by the Architect to the Owner, based on the time pt'tvided in the Contract Documents,and shall so notify Architect's observations at the site and the data comprising the the Architect. Application for Payment, that the Work has progressed to the 9.6.2 The Cor,..actor shall promptly pay each Subcontractor, point indicated and that, to the best of the Architect's knowl- upon receipt of payment from the Owner, out of the amount edge, information and belief, quality of th_ Work is in actor- paid to the Cot.tractor on account of such Snbcontractor's por- dance with the Contract Documents.The foregoing representa- Hon of the Work, the amount to which said Subcontractor is tions are subject to an evaluation of the Work for conformance entitled,reflecting percentages actually retained from payments with the Contract Documents upon Substantial Completion,to to the Contractor on account of such Subcontractor's portion results of subscqucnt tests and inspections.to minor deviations of the Work. The Contractor shall, by appropriate agreement from the Contract Documents correctable prior to completion wits each Subcontractor, require each Subcontractor to make and to specific qualifications expressed by the Architect. The payments to Sub-subcontractors in similar manner issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the 9.6.3 The Architect will, on request, furnish to a Subcontrac amount certified.Ilowever,the issuance of a Certificate for Pay- tor, if practicable, information regarding percentages of com- ment will not he a representation that the Architect has (1) ple-tion or amounts applied for by the Contractor and action made exhaustive or continuous on-site Inspections to check the taken thereon by the Architect and Owner on account of por- quality or quantity of the Work, (2) reviewed construction tions Of the Work done by such Subcontractor. means, methods, techniques, sequences or procedures, (i) 9,6,4 Neither the Owner nor Architect shall have an obligation reviewed copies of requisitions received from Subcontractors to pay or to see to the payment of money to a Subcontractor and material suppliers and Other data requested by the Owner except as may otherwise be required by Law. to SuhstanUatc the Contractor's right to payment or(4) made ex:amin;ilion to ascertain how or for.,•hat purpose'' C:ontrac- 9.6.5 Payment to material suppliers shall be treated in a manner ter has used money previously paid un account of the Contract similar to that provided in Suhparnigraphs 9.6 2,9.6.i and 9.0.+ Sum. 9.6.6 A Certificate for Payment, A progress payment,or partial 9.5 DECISIONS TO WITHHOLD CERTIFICATION or entire use or occupancy Of.he Project by the Owner shall not constitute acceptance of Work not in accordance with the 9.5.1 The Architect may decide not to certify payment and Contract Documents. may withhold a certificate for Payment in wh(;Ic or in part,to 9.7 FAILURE OF PAYMENT the extent reasonably necessary to protect the Owner,if in the Architect's Opinion the representations to the Owner required 9.7,1 If the Architect dues not issue a Certificate for Payment, by Subparagraph 9.4,2 cannot he made. If ore Architect is through nu fault Of the Contractor, within seven days after unable to certify payment in the amount OI the Application,the receipt Of the Contractor's Application for Paymrnt, or if the Architect %%-III notify the Contractor;and Owner as provided in Owner does not pay the Contractor within seven days alter the Subparagraph 9 4.1. It the Contractor and ArchlrLct cannot date estahlishcd In the Cot 1 Ihrcuments the amount ccr agree on a revised amount, the Architect will promptly Issue a titled by the Architect or awa.ued by arbitration,then the(.Oil Certificate for Payment for the amount for which the Architect tractor mav, upon seven additional days' written notice to the is able to make such representations to the Owner. The Archi- Or net and Architect, stop the Work until payment of the tett may also decide not to certify payment or, because of atnount o.Anf;has been received. The Contract Time shall be subsequently discovered evidence or subsequent observations, extended :ppropriateiv and the Contract Sum shall be may nullify the whole Or a part of a Certificate for Payment increased In•the amount of the Contractor's reasonable costs of previously Issued, to such extent as may he necessary in the shin d m n,delay and startup, which shall be accomplished as Architect's Opinion to protect the Owner from loss hec•ause of prw tied in Article 9.8 SUBSTANTIAL COMPLETION .1 defective Work not remedied; 9.8.1 substantial Completion Is the stage in the progress of the .2 third party claims filed or reasonable evidence Indicat Work when the Work or designated 1-t tion thereof Is suffl- Ing probable tiling Of such claims; ciently complete in accordance with the contract Documents .3 f llure of the contractor tO make payments prop- so the Owner can occupy or utilize the Work for its Intended crly to Subcuno'achn•S or for labor, materials or use equipment; 0,6,2 When if c Contractor considers that the Work,or a por- 4 reasonable evidence that the 'Work cannot he com- tion thereof which the Owner agrees to accept separately, is fileted for the unpaid balance of the Contract Sum; substantially complete,the Contractor shall prepare arnl submit .5 drmagc•to the Owner or another contractor; to the Architect a comprehensive list of items to he completed .6 rewonable evidence• that the Work will not Ix cum- or corrected. The Contractor shall proceed promptly to com- plete•]within the Contract Time,and that the unpaid plete and correct Items on the list.Failure to include an item on balance would not he adequate at cover actual or such list does not alter the responsibility Of the Contractor to liquidated damages for the anticipated delay;of complete All Work in accordance with the Contract hocu- .7 persistent failure tO carry out the Work in accordance meets, f'poll receipt of the Contractor's list, the Arch ec•t will wi,h the contract lllotcuments. make an inspection to detunnine whether the Work ur desig AIA DOCUMENT A201 •UFVFItAI.CONDITIONS OF TOF CONTItACT FOR CONSTRITTION•FOt'RTFFNTH EDITION AIA' •R;10R-1'IM LMF.RICA1[INSTITUTE OF ARt111TF(.TS,1-�S NVA'YORK 0FNIT.NV.,WASHINGTON,D t. i(mxx, AXIMN7 17 1-1W aAU tip hated portion thereof is substantially complete. If the such inspection and,when the Architect finds the Work accept- ^ Architect's inspection discloses any item, whether or not able under the Contract Documents and the Contract fully per- included on the Contractor's list, which is not in accordance formed, the Architect will promptly issue a final Certificate for With the requirements of the Contract Documents,the Contrac• Payment stating that to the best of the Architect's knowledge, for shall,before issuance of the Certificate of Substantial Com- information and belief, and on the basis of the Architect's pletion,complete or correct such Item upon notification by the observations and inspections,the Work has been completed in Architect. The Contractor shall then submit a request for accordance with terms and conditions of the Contract Docu- another inspection by the Architect to determine Substantial meets and that the entire balance found to he due the Contrac- Completion. When the Work or designated portion thereof is for and noted in said final Certificate is due and payable. The substantially complete, the Architect will prepare a Certificate Architect's final(:ertificatc for Payment will constitute a further Of Substantial Completion which shall establish the date of Sub- representation tnat conditions listed in Subparagraph 9.10.2 as stantial Completion, shall establish responsibilities of the precedent t.) the Contractor's being entitled to final payment Owner and Contractor for security,maintenance,heat,utilities, have been f ilfilicci. damage to the Work and insurance, and Shall fix the time within which the Contractor shall finish all items on the list 9.10.2 Neither final payment n(it any remaining retained accompanying the Certificate. Warranties required by the Con- percentage shall become due until the Contractor submits to tract I)ocuments shall commence on the date of Substantial the Architect(1)an affidavit that payrolls,bills for materials and Completion of the Work.or designated portion thereof unless equipment, and other indebtedness connected with the Work otherwise provided in the Certificate of Substantial Comple for which the Owner or the Owner's property might he tion. The Certificate of Substantial Completion shall be sub- responsible or encumbered(less amounts withheld by Owner) mitted to the Owner and Contractor for their written accep have been paid or otherwise satisfied,(2)a certificate evidenc- tance of responsibilities assigned to them in such Certificate. Ing that insurance required by the Contract Documents to 9.8.3 ltpon substantial Completion of the Work or designated remain in force after final payment is currenth in effect and will to portion thereof and upon application by the Contractor and not he i ttn not or allowed to expire until at least 3o days' certification by the Architect, the Owner shall make payment, prior ice has been given to the owner, a written statement that notice the Contractor knows of no substantial reason reflecting adjustment In retainage,if any,for such Work or pot- that the insurance will not he renewable to cover the period don thereof.is provided in the Contract Documents. required by the Contrict Documents, (4)consent of surety, if 9.9 PARTIAL OCCUPANCY OR USE any, to final payment and(5), if required by the Owner,other data establishing payment or satisfaction of obligations,such as 9.9.1 The Owner may occupy or use any completed or par- receipts, releases and waivers of liens,claims,security Interests dally completed portion of the Work at any stage when such or enctimhrances arising out of the Contract,to the extent and portion is designated by separate agreement with the Contrac- In such form as may he designated by the Owner. If a Subcon- tor, provided such occupancy or use is consented to by the tractor refuses to furnish a release or waiver required by the Insurer as required under Subparagraph 11.3.11 and authorized Owner, the Contractor may fumish a bond satisfactory to the by public authorities having jurisdiction over the Work. Such Owner to Indemnify the owner against such lien If such lien partial occupancy or use may commence whether or not the remains unsatisfied after payments are made, the Contractor portion Is substantially complete, provided the owner and shall refund to the Owner all money that the Owner may he Contractor have accepted in writing the responsibilities compelled to pay In discharging such lien, including all costs asiigiled to each of there for payments, retainage if any, secu- and reasonable attorneys' fees. rity,maintenance,heat,utilities,damage to the Work and hlsur ante,and have agreed in writing wnc•erning the period for cor- 9,10.3 If,after Substantial completion of the Work, final com- recdon of the Work and commencement of warranties piction thereof is materially delayed through no fault of the required by the Contract Documents. When the Contractor Contractor or by issuance of Change Orders affecting final considers a portion substantially complete,the Contractor shall completion, and the Architect so confirms, the Owner shall, prepare and submit a list to the Architect as provided under upon application by the Contractor anti certification by the Subparagraph 9.H.2. Consent of the Contractor to partial occu- Architect,and without terminating the Contract,make payment panty or use shall not he unreasonably withheld. The stage of of the balance clue for than portion of the Work fully •ompleted the progress of the Work shall he determined by written agree- ;inti areepted. If the renaming balance for Work not fully tom- went between the Owner and Contractor or,if no agreement Is pictcd or corrected Is less than rclainagc stipulated In the Con- reached, by decision of the Architect. tract Documents,and if lxinds have been furnished,the written consent of surety to payment of the balance due for that por- 9.9.2 Immediately prior to such partial occupancy or use, the tion of the Work fully completed and accepted shall he vubmit- O%vncr, Contractor and Architect shall p)Intly inspect the area tett by the Contractor to the Architect prior to certification of to he occupied or portion of the Work to he used In order to such payment. Such payment shall lie made under tants and determine and record the condition of the Work, conditions governing final payment, except that it shall not constitute a waiver of claims.The making of final pay mens shall " w 9.9.3 Unless otherwise agreed upon, partial occupancy or use constitute a w•ah'er of claims by the owner as provided in Sub- 3 of a portion or portions of the Work shall not c onstitnte accep- paragraph 4.3.5 tance of Work not complying with the requirements of the Contract Documents 0.10.4 Acceptance of Final payment by the Contractor, a Sub- 9.10 FINAL COMPLETION AND FINAL PAYMENT contractor or material supplier shall consiltutf: a waiver of claims by that payee except those previously made In writing 9.10.1 Upon receipt of written notice that the Work Is ready and identified by that payee as unsettled at the time of final for final Inspection and acceptance and upon receipt of a final Application for Payment. Such waivers shall he In addition to Application for Payment, the Architect will promptly make the waiver described In Subparagraph 4.3.5, AIA W0CUTAt10 A11W •(iI?NF.RAI.coNnmoNs OF THE CONTRACT FOR CONSTRUCTION•FO'.tRTEENTH EnITION 18 A201-1987 AIA* 0 tE)198'THF AMERICAN INiTITI tTE OF ARCHITECTti,1'15 NEW YORK AVENtIE.NW.,WASHINGTON,11.0 2txx>6 ARTICLE 10 10.2.2 The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders PROTECTION OF PERSONS AND PROPERTY of public authorities bearing on safety of persons or property or 10.1 SAFETY PRECAUTIONS AND PROGRAMS their protection from damage, injury or loss. 10.1.1 The Contractor shall be responsihlc for initialing, main- 10.2.3 The Contractor shall erect and maintain,as required by twining and supervising all safety precautions and programs in existing conditions and performance of the Contract, reason- connection with the performance of the Contract. able safeguards for safety and protection, including posting danger signs and other warnings against hazards,promulgating 10.1.2 In the event the Contractor encounters on the site safety rcgulatiors and notifying owners and users of adjacent material reasonably believed to he asbestos or polychlorinated sites and utilitics. hiphcnyl (PCIi) which has not been rendered harmless, the 10.2.4 When use of �toragc of explosives or other hazardous contractor shall immediately stop Work in the area affected materials or equipment or unusual methods are necessary for and report the condition to the Owner and Architect in writing• execution of the Work, the Contractor shall exercise utmost The Work in the affected arca shall not thereafter be resumed care and carry on such activities under supervision of properly except by written agreement of the Owner and Contractor if in qualified personnel. fact the material Is asbestos or polychlorinated biphenyl(PCIi) and has not been rendered harmless. The Work in the affected 10.2.5 The Contractor shall prumpti} remedy damage and loss arca shall he resumed in the absence of ashrsto, !,r polychluri- (other than damage or loss insured under property insurance nated hiphcnyl(PCR),or when it has been rendert d harmless, requires(by the Contract bocuments)to property referred to in by written agreement of the Owner and Contractus, or in Clauses I o.2.1.2:and 11)1,1 i caused in whole or in part by the accordance with final determination by the Architect on which Contractor, a Subcontractor, a Sub-subcontractor, or anyone arbitration has not been demanded, or by arbitration under directly or indirectly employed by:my of them,or by anyone Article 4. for whose acts they may he liable and for which the Contractor Is responsible under Clauses 111.2.1.1 and 10.2.1.3, except 10.1.3 The Contractor shall not he required pursuant to Article damage or loss attributable to acts or omissions of the Owner 'to perform without consent any Work relating to asbestos or or Architect or anyone directly or indirectly employed by polychlorinated hiphenyI (PCH). either of them,or by anyone for whose acts either of them may he liable, and nog; attributable to the fault or negligence of the 10.1.4 To the fullest extent permitted by law,the Owner shall Contractor. The foregoing obligations of the Contractor are in indemnify and hold harmless the Contractor,Architect, Archf- addition to the Contractor's obligations under Paragraph i 1 H. tea's consultants and agents and employees of any of them from and against claims,cLmiages, losses and expenses,Includ- 10.2.5 The Contractor shall designate a responsible member of Ing but not limited to:utorne ys' fres,arising out of or resulting the Contractor's organization at the site whose duty shall he the from performance it the fir' rrk in the affected area If in fact the prevention of accidents. This person shall he the Contractor's material is asbestos or p(�Icc hh a inated hiphenyI(PCB)and has superintendent unless otherwise designated by the Contractor not h�:en rendered harmless,provided that such claim,damage, in writing to the owner:and Architect. ' loss t rr expense is attributable to bodily injury,sickness,disease 10.2.7 The Contractor shall not load or permit any part of the or death, or to Injury to or destruction of tangible property construction or site to be loaded so as to endanger Its safety. (other than the Work itself) including loss of' use resulting 10.3 EMERGENCIES therefrom,but only to the extent caused In"hole or in part by negligent acts or omissions of the Owner, anyone directly or 10.3.1 In an emergency affecting safety of persons or property, indirectly employed by the c)w•ner or anyone for whose acts the Contractor shall act, at the Contractor's discretion, to pre. the Owner may he Ifahlc, regardloss of whether or not such vent threatened damage, Injury or loss. Additional c•ontpensa- claim, d:unage, loss or cxpensc is caused in part by a party tion or extension of time claimed by the Contractor on account indemnified hcrcunder,Such obligation shall not be construed of an emergency shall be determined as provided In Paragraph to negate, abridge, or reduce other rights Or obligations of 4.3 and Article?, indemnity which would otherwise exist as to a party or person de:sc•rih,d In this Subparagraph lU l 1 ARTICLE 11 10.2 SAFETY OF PERSONS AND PROPERTY INSURANCE AND BONDS 10.2.1 c Contractor shall take reasonable precautions for 11,1 CONTRACTOR'S LIABILITY INSURANCE sal(t% of, and shall provide reasonable protection tO prevent damage. Injury or loss to: 11.1.1 l'hc: Contractor shall purchase• from and maintain In a compaw or companies lawfully authorized to do business In .1 employees on the Work and other persons who may tile•jurisdiction in which the•Project is located such insurance as he affected therc•hy; will protect the Contractor from claims set forth below which .9 the Work and materials and equipment to he int.urpcs- may arise out of or result from the Contractor's operations rated therein, whether In storage on or off the site, under the contract and for which the Contractor may be legally under care, custody or control of the Contractor or liable, whether such operations be by the Contractor or by a the Contractor's Subcontractors or Sub-subcontrac- Subcontractor or by anyone directly or indirectly employed by tors; and any of them,or by anyone fur whose acts any of them may he .3 other property at the site or adjacent thereto,such as liable: (rees, shrubs, lawns, walks, pavements, roadways, .1 claims under workers' or workmen's compensation, structures and utilities not designaed for removal, fele dlvhility henelit and other similar employee benefit acts catlon or replacement in the course of conshuction, whk•h are applicable to the Work to he perf)tmek:; AIA 00011111111111INT A201 •GENERAL CONDMONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 1.'�r 10 AIA* •01"8 tHF AMFRtt:AN INSTITt''rF-OF ARCHITECTS,17415 NF%'vt tRK AVENUE,N Vt',N&ASHn INGTON, C INK)h .2 claims for damages because of bodily injury,occupa- other than the Owner has an insurable interest in the property tional sickness or disease,or death of the Contractor's required by this Paragraph 1 1.3 to be covered, whichever is employees; earlier. This insurance shall include Interests of the owner,ill(- .3 he.3 claims for damages because of bodily injury,sickness Contractor, subcontractors and Sub-subcontractors in the or disease,or death of any person other than the Con- Work. tractor's employees; 11.3.1.1 Property insurance shall be on an all-risk policy form .4 claims for damages Insured by usual personal injury and shall insure against the perils of fire and extended coverage liability coverage which are sustained(1)by a person and physical loss or damage including, without duplication of as a result of an offense directly or indirectly related to coverage, theft, vandalism, malicious mischief, collapse, false- employment of such person by the Contractor,or(2) work, temporary buildings and debris removal including by another person; demolition occasioned by enforcement of any applicable legal .5 claims for Li amages, other than t) the Work itself, requirements, and shall cover reasonable compensation for because of injury to or destruction of tangible prop- Architco's services and expenses required as a result Of such c•rty, including loss of use resulting,'u•refrom; insured loss. Cuveragc for Other perils shall not he required unless otherwise provided in the Contract Documents. .6 claims for damages because of hodily injury,death of a person or property damage arising out of owner- 11.3.1.2 If the owner dues not intend to purchase such prop- ship, maintenance or use of a motor vehicle; and crty insurance required by the Contract and with all Of the .7 claims involving contractual liability insurance appli- coverages in the amount described above, the owner shall ea) cable to the Contractor's obligations under Paragraph inform the Contractor in writing prior to commencement of { I g the Work.The Contractor may then effect insurance which will +' protect the interests of the Contractor,Subcontractors and Stab 11.1.2 The insurance required by subparagraph 1 1.1,1 shall be subcontractors in the Work,and by appropriate Change Order written for not less than limits of liability specified in the Cron- the cost thereof snail lx charged to the Owner. If the Contrac- tract t1wuments or required by law, whichever coverage is for is damaged by the failure or neglect of thtr Owner to pur- greater. Coverages, whether written On an occurrence or chase Or maintain insurance as described aho)c, without so claims-made basis, shall he maintained without interruption notifying the Contractor, then the owner shall hear all rcason- from (laic Of commencement Of the Work until date of final able costs properly attributable thereto. pct me•nt and termination of any Coverage required to be•main- rained after final payment. 11.3.1.3 if the property insurance requires minimwn deducti- bles and such deductibles are identified in the Contract Docu- 11.1.3 Certificates of Insurance acceptable to the owner shall mems the Contractot shall pay costs not covered hecause of he filed wfth the Owner prior to commencement Of the Work. suCla deductibles.If the Owner or insurer Increases the required These Certificates and the insurance policies required by this mininium deductibles above the amounts so Identified Or if the Paragraph 11.1 shall contain a provision that coverages ()wncr elects to purchase this Insurance with voluntary deduo afforded under the policies will not he cancelled or allowed to tihle amounts, the owner shall be responsible for payment Of expire until at kart 30 day s prior written notice has been given the additional rusts not covered because of such Increased Or I() the Owner If any Of the foregoing insurance coverages are voluntary deductibles. If deductibles arc not Identified in the required to remain in force after final payment and are reason- Contract Documents, thr Owner shall pay costs not covered abl aN,liLlhlc•,an additional certificate evidencing continuation because Of deductibles. of such co %crage shell he submitted with the final Application 11,3.1.4 Unless otherwise provided In the Contract INK-1.1- for Payment as required by Subparagraph 4.10.2 hafo rnlatir m nu•nts,this property insurance shall cover portions Of the Work concerning reduction Of coverage shall be furnished by the stored off the site after written approval of the owner at the Contractor with reasonable promptness in accordance with the v;tiue established in the approval,and also portions oftht:Worst c Ontractor's information and belief. in transit 11.2 OWNER'S LIABILITY INSURANCE 11.3,2 Bailer and Machinery Insurance. The ()a-ncr shall 11.2.1 'Tile ()wncr shall he respow,01c 1,1i purchasing and pun,li.r.c in-i maintain boiler and machinery in,uranC: maintaining tile Owner's usual liability in�m.ince, optionally, rc(Imi,d I,% the Contract Doi un)ents or by law,'which shall the()caner may purchase and maintain other insurance for self- specifit,rllc cover such Insured objects during installation and protection against claims which nta} •arise from operations until final acceptance by the owner;this insurance shall Include k under tilt• Contac( l he Contractor shall not he responsible interests Of the owner, Contractor, Subcontractors and Suh ! for purchasing and maintaining this optional Owner's liability subconn.ulors in the Work, and the Owner and Contractor Insurance unless specifically required by the Contract shall lit 11.111lC,J in.ul„I, Documents 11.3.3 Lose of Use Insurance. The owner, at the owner's 11.3 PROPERTY INSURANCE option, nr.av poi.hate and maintain such Insurance as will 11.3.1 1 mess otherwise provided, the ()wncr shall purchase, insure the ()caner against loss of use of the owner's property .mil ni.u1VAll, in a comp;inn or companies l:awflllc authorized duc to fire or other haiards, however caused. The owner to cli, 111!NHWNs In the jurfNdiction in which the Project Is wales all rights of action against the Contractor for loss of use IOCated, property Insurance in the amount of the initial (;un- of the()wner's property,including consequential It isses dole Io tract Sutn .is well as subsequent modint-mi,mN thereto for the fire Or Other hamrdis however caused. e-itire Work at tile Nitc Ona replati-mcnl Coin hasis without vol 11.3.4 If the Contractor requests in writing that Insurance for ur tary deductibles tiuch prupcn\ insurance shall be main risks other than those described herein or for other special hay. tai)rel, unicss OIl1Cr\\1SC 11rovidc(I lit the Contract Documents arils he Included In the property insurance policy, the Owner or otherwise agreed in writing by all pers,nr,and entities who shall, if possible, include such insurance, and the cost thereof arc heneficiarics Of such Insurance,until fin.rl payment has been shall br charged to the Contractor by appropriate Change made as provided in Paragraph(1.10 or until r „person or entity order. AIA DOCUMENT A201 •c.t%1 RAI.CONDITIONS OF THF.(ONTRACT FOR CONSTRUCTION•COIINTFFNIII FDI 114M 90 M1.11917 AIA' • 1,)M"1 IIF AMERnc A\INSTIT111..OF AR(HITFCTN,I"15 NFW YORK AVFNUIR.N W,WASHINei1'ON,1)( 20IN c, +ell► taA t>. tai is 11.3.5 If during the Project construction period the Owner 11.3.10 The Owner as fiduciary shall have power to adjust and insures properties, real or personal or both,adjoining or adja- settle a loss with insurers unless one of the parties in interest cent to the site by pros rty insurance under policies separate shall obicct in writing within five days after occurrence of loss from those insuring the Project,or if after final payment prop- to the Owner's exercise of this power; if such objection be erty insurance is to be provided on the completed Project made,arbitrators shall be chosen as provided in Paragraph 4.5. through a policy or policies other than those insuring the Proj- The Owner as fiduciary shall,in that case,make settlement with ect during the construction period, the Owner shall waive all insurers in accordance with directions of such arbitrators. If rights in accordance with the terms of Subparagraph 11.3.7 for distribution of insurance proceeds by arbitration is required, damages caused by fire or Other perils covered by this separate the arbitrators will direct such distribution. property insurance. All separate policies shall provide this 11.3.11 Partial occupancy or use in accordance with Paragraph waiver of subrogation by endorsement or otherwise, 9,9 shall not commence until the insurance company or com- 11.3.6 Before all exposure to loss may occur,the Owner shall panies providing property insurznce have consented to such M, with the Contractor a copy of each policy that includes partial occupancy or use by endorsement or otherwise. The Insurance coverages required by this Paragraph 11.3. Each Owner and the Contractor sh-Al take reasonable steps to obtain policy shall contain all generally applicable conditions, defini- consent of the insurance company or companies and shall, tions,exclusions and endorsements related to this Project.Each without mutual written ccosent,take no action with respect to policy shall contain a provision that the policy will not be partial occupancy or use that would cause cancellation,lapse or cancelled or allowed to expire until at least 30 days'prior writ- reduction of insurance. ten notice has been given to the Contractor. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Owner shall have the right to require the Contrac- 11.31 Waivers of Subrogation. The Owncr and Contractor for to furnish bonds covering faithful performance of the Con- waive.:!! rip is against(1)each other and any of their subcon- tract and payment of obligations arising thereunder as stipu- tractors,sub-subcontractors,agents and employees,each of the lated in bidding requirements or specifically required In the other, and (2) the Architect, Architect's consultants, separate Contract Documents on the date of execution of the Contract. contractors described in Article 6, if any,and any of their sub- contractors, sub-subcontractors, agents and employees, for 11.4.2 Upon the request of any person or cntlty appearing to damages caused by fire or other perils to the extent covered by be a potential beneficiary of bonds covering payment of Obliga- property insurance obtained pursuant to this Paragraph 11.3 or tions arising under the Contract,the Contractor shall promptly other property insurance applicable to the Werk,except such furnish a copy of the bonds or shall permit a copy to be made. rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner o. Contractor,as appropriate, shall require of the Architect, Architect's consultants, separate ARTICLE 12 contractors described in Article 6, if any, and the Subcontrac- tors,soh-subcontractors,agents and employees of any of them, UNCOVERING AND CORRECTION OF WORK by appropriate agreements, written where legally required for 12.1 UNCOVERING Or-WORK validity, similar waivers each In favor of other parties enum- erated herein.The policies shall provide such wavers of subro- 12.1.1 If it portion of the Work is covered contrary to the gallon by endorsement or otherwise. A waiver of%uhrogation Architect's request or to requirements specifically expressed In shall be effeco m as to a person or entity even thougr,that per- the Contract Documents, It must, if required in writing by the son or entity would otherwise have a duty of indemnification, Architect,he uncovered Far the Architect's observation and he contractual or otherwise, did not pay the Insurance premium replaced at th% Contractor's expense without change In the directly Or Indirectly,and whether or not the person or entity contract Time. had an insurable interest In the property damaged. 12.1.2 If a portion of the Work has been covered which the 11.3.8 A loss insured under Owner's property Insurance shall Architect hap not speciflcaily requested to observe prior to its be adjusted by the Owner as fiduciary and made payable to the being covered,the Architect may request to sce such Work and Owner as fiduciary for the insureds, as their interests may it shall he uncovered by the Contractor. If such N.ork is in appear, subject to requirements of any applicable mortgagee accordance with the C mtracl [htrumentw, costs of uncover clause and of Subparagraph 1 1.3.IW The Contractor shall pay Ing and replacement shall, by appropriate Change Order, be Subcontractors their just shares of insurance proceeds received c•hargcd to the Owner, if such Work is not in accordance with by the Contractor, and by appropriate agreements, written the contract Documents, the 1 miractor shall pay such costs where legally required for validity,shall require Subcontractors unless the condition was caused by the Owner ora separate to make payments to their Suh•suhcontractors in similar contractor in which event the Owner shall he responsible for ii,anner, payment of such cosi,, 12.2 CORPECTION OF WORK (' 11.3,! If required in writing by a party in interest, the Owner 12.2.1 1 he contractor shall promptly correct Work rejected as fiduciary shall, upon occurrence of an Insurcd loss, give by the Architect or failing to conform to the requiremews Of bonct for proper performance of the Owner's duties. The cost the Contract Documents, whether observed before or after of required bonds shall he charged against proceeds received as substantial Completion and whether or not Fabricated,installed fiduciary, The Owner shall deposit In a separate account pro- or completed. The Contractor shall hear casts of correcting ceeds so receKed, which the Owner shall distribute In accor- such rejected Work, Including additional testing and inspec- dance with such agreement as the parties in Interest may reach, tions and compensation for the Architect's services and or in accordance with an arbitration award In which cage the expenses made necessary thereby. procedure shall he as provided In Paragraph 4.5. If after such loss no other special agreement is made, replacement of dam- 12.2.2 If, within one:year after the date of substantial Comple- aged property shall be covered by appropriate Change Order. tion of the Work or designated portion thereof,or after the L1:11c NA DOVJWXT AM •GFNFRAI t ONhITIONS oF 1'IIF(r iNTRACT FON CONSTRI1:'1'ION•FOURTEENTH ED11-ION -- AIA• 6 191414-1 HF'.ANitRIt.AN INS11"I I'TF'(it ARS III I H 1 I'15 NEW YORK AVENUE,N W,WASHINGTON,D.C.2(XM)6 A201-1987 2'1 l'. I for commencement of warranties established under Sub- ARTICLE 13 paragraph 9.9.1, or by terms of an applicable special warranty required by the Contract Documents,any of the Work is found MISCELLANEOUS PROVISIONS to be not in accordance with the requirements of the Contract Im Documents, the Contractor shall correct it promptly after 13.1 GOVERNING LAV receipt of written notice from the Owner to do so unless the 13.1.1 "file Contract shall be governed by the law of the place Owner has previously given the Contractor a written accep- W1 I C ft' the Projcrt is located. tance of such condition. This period of one year shall be extended with respect to portions of Work first performed after 13.2 SUCCESSORS AND ASSIGNS Substantial Completion by the period of time between Substan- 13.2.1 'rile Owner and Contractor respectively bind them- tial Completion and the actual performance of the Work.This selves, their partners, successors, assigns and legal representa- obligation under this Subparagraph 12.2.2 shall survive accep- tives to the other party hereto and to partners, successors, Lance of the Work under the Contract and termination of the assigns and legal representatives of such other party in respect Contract.The Owner shall give such notice promptly after dis- to covenants,agreements and obligations contained in the Con- covery of the condition. tract Documents. Neither party to the Contract shall assign the Contract as a whole without written consent of the other. If 12.2.3 The Contractor shall remove from the sill. portions of either party attempts to make such an assignment without such the Work which are not In accordance with the requirements consent,that party shall nevertheless remain legally responsible of the Contract Documents and are: neither corrected by the for all obligations under the Contract. ` Contractor nor accepted by the Owner. 12.2.4 If the Contractor fails to correct nonconforming Work 13.3 WRITTEN NOTICE within a reasonable time, the Owner may correct it in accor- 13.3.1 Written notice shall be deemed to have been duly stance with Paragraph 2.4. If the Contractor does not proceed served if delivered in person to the individual or it member of wuh correction of such nonconforming Work within a reason- the firm or entity or to an officer of the corporation for which it a1)le time fixed by written notice from ill,--Architect,the Owner was intended,or if delivered at or sent by registered or certified may remove it and store the salvable:Materials or equipment at mall to the last business address known to the party giving the Contractor's expense. If the Contractor does not pay costs notice. of such removal and storage within ten days after written notice, the Owner may upon ten additional clays' written 13.4 RIGHTS AND REMEDIES notice sell such materials and equipment at auction or at private sale and shall acct-ant for the proceeds thereof,after deducting 13.4.1 Duties and obligations imposed by the Contract Docu- costs and damages that shonid have been borne by the Con- merits and rights and remedies available thereunder shall be in tractor,including compensa•lon for the Architect's services and addition to and not a limitation of duties,obligations,rights and expenses made necessary thereby. If such pre seeds of sale do remedies otherwise imposed or available by law. not cover costs which the Contractor should have borne, the 13.4.2 No action or failure to act by the Owner, Arch,'tect or Contract Sum shall be reduced by the deficiency. If payments Contractor shall cunstitutc a waiver of a right or duty afforded then or thereafter due the Contractor are not sufficient to cover them under the Contract,nor shall such action or failure to act such amount, the Contractor shall pay the difference to the constitute approval of or acquiescence In a breach thercnnder, Owner. except as may be specifically agreed in writing. 12.2.5 The Contractor shall bear the cost of correcting ` destroyed or damaged construction, whether completed or 13.5 TESTS AND INSPECTIONS partially completed, of the Owner or scnarate contractors caused by the Contractor's correction or removal of Work 13.5.1 Pests, Inspections and approvals of portions of the which is not in accordance with the requirements of the•. Con- Work required by the Contract Documents or by laws, urdi- tract Documents. nances,rules,regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless other- 12.2.8 Nothing contained In this Paragraph 12.2 shall he con- wise provided, the Contractor shall make arrangements for strued to establish a periost of limitation with respect to Other such tests,Inspections and approvals with an independent test- •. obliganlcrls which the Contractor might have under the Con- Ing laboratory or entity acceptable to the Owner,or with the tract DOLumenls. Establishment of the time periost of one year appropriate public authority, and shall bear all related costs of as described in Subparagraph 12.2.2 relates only to the specific tests, Inspection-.and approvals. The Contractor s;1a11 give the obligation of the Contractor to correct the Work, and has no Architect timely notice of when and whe�c tests ani Inspec- relationship to'he time within which the obligation to comply tions are to be made so the Architect may observe such prore- with the Contract Documents may be sought to be enforced, dures. The Owner shall bear costs Of tests, Inspections or no to the time within which proceedings may he commenced approvals which do not become requirements until after bids to establish the Contractor's liability with respect to the (:on. are received or negotiations concluded. tractor's obligations other than specifically to correct the Work. 13.5.2 If the Architect, Owner or public authorities having 12.3 ACCEPTANCE OF NONCONFORMING WORK juriSdiction determine that portions of the Work require addi- tional testing, Inspection or approval not Included under Sub- 12.3.1 it the Owner prefers to accept Work which Is not in paragraph I i.S.1.the Architect will,upon written authorization .11 nt,hm( cv ith the requirements of the Contract Documents, from the Owner,Instruct the Contractor to make arrangements I i uv nct mi.iv do so Instead of requiring Its removal and cur- for such additional testing, Inspection or approval by:in cmity 11,)11, in which case the Contract Sum will he reetuced as acceptable to the Owner, and the Contractor shall fah c timvk appropriate and equitable. such adjustment shall be effected notice to the Architect of when and where tests and Inspections whether or not final payment has been made. are to be made so the Architect may observe such procedure!. AIA DOCUMENT AM *GENERAL CONDITIONS OF THF.CONTRACT'FOR CONSTRUCTION*FOI'R1'EENI11 EDITION 22 A201-IN? AIA* 0 rc'l9M'�1'llE AMEF R:AN INSTIT ITE OF ARCH ITFCl S.I'ii NEW YORK AVFNI IF.N.W.,WASHINoTON,n C.B11)(M is The Owner shall bear such costs except as provided in Sub- ARTICLE 14 paragraph 13.5.3. TERMINATION OR SUSPENSION 13.5.3 If such procedures for testing, inspection or approval OF THE CONTRACT under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established 14.1 TERMINATION BY THE CONTRACTOR by the Contract llocuments,the Contractor shall bear all costs made necessary by such failure including those of repeated 14.1.1 The Contractor may terminate the Contract if the Work procedures and compensation for the Architect's services and is stopped for a period of 30 days through no act or fault of the expenses. Contractor or a Suhcontractor, Sub-subcontractor or their agents or employee.;or any other persons performing portions 13.5.4 Required certificates of testing, inspection or approval of the Work under contract with the Contractor,for any of the shall,unless otherwise required by the Contract Documents,be following reasons: secured by the Contractor and promptly delivered to till. .1 issuance of an order of a court or other public author- Architect. ity having iurisdiction; 13.5.5 If the Architect is to observe tests, inspections or .2 an act of government,such as a declaration of national I emergency, Working material unavailable; approvals required by the Contract Documents, the Architect .3 because the Architect has not issued a Certificate for will do so pronlptiy and,where practicable,at the normal place payment and has not notified the Contractor of the of testing. reason for withholding certification as provided in 13.5.6 Tests or inspections conducted pursuant to the Con- Subparagraph 9.4,1, or because the Owner has not tract Documents shall he made promptly to avoid unreasonable made payment on a Certificate for Payment within delay In the Work. the time stared in the Contract Documents; .4 if repeated suspensions,delays or interruptions by the 13.6 INTEREST Owner as described In Paragraph 14.3 constitute in the aggregate more than 100 percent of the total num- 13.6.1 Payments due and unnald under the Contract Docu- her of days scheduled for cunmpletion,or 120 days in ntents shall bear interest from the date payment is due at such any 365-day period, whichever is less;or rate as the parties may agree upon in writing or,in the absence .5 the Owner has failed to furnish to the Contractor thereof,at the legal rate prevailing from time to time at the place promptly, upon the Contractor's request, reasonable where the Project is located. evidence as required by Subparagraph 2.2.1. 14.1.2 If one of the above reasons exists, the Contractor may, 13.7 COMMENCEMENT OF STATUTORY upon seven additional clays' written notice to the Owner and LIMITATION PERIOD Architect,terminate the Contract and recover from the Owner 13.7.1 As between the Owner and CnntracU,r payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment .1 Before Substantial Completion. As to arts lit failures at d machinery, including reasonable overhead, profit and to act occurring print u,the relevant date of Substan- damages. tial Cumple,ion, ally applicahle statute of limitations 14.1.3 If the Work is stopped for a period of 60 days through shall continence to mmn and any alleged cause of action nu ao't or fault of the Contractor or a Subcontractor or their shall he deemed to have accrued In any and all events ;rgenls or employees or any other persons performing portions not later than such date of Substantial Completion; of the Work Undcr contract with the Contractor because the .2 Between Substantial Completion and Final CartMi- Owner has persistently failed to fulfill the Owner's obligations Bate for Payment. As to;rets or failures to act occur under the Contract Documents with respect to matters impor- ring subsequent tic, the relevant date of Substantial cant to the progress of the Work, the Contractor may, upon Completion and prior to issuance of the final Certifi- seven :additional days' written notice lit the Owner and the cafe for Payment,any applicable statute of limitations Architect,terminate the c',retract and recover from the Owner shall commence to run and any alleged cause of as prowiticd in suhparagrapft 14.1 _ action shall be deemed to have accrued in any and all 14.2 TERMINATION BY THE OWNER FOR CAUSE events not later than the date of Issuance of the final 14.2.1 The Owner may terminate the Contract if the Certificate for Payment; and Contractor: .3 After Final Certificate for Payment. As to acts or .1 persistently of repeatedly refuses or fails to supply failure:+to Al occurring after the 100ant date of Issu- enough properly skilled workers or proper materials; ,ince of the final Certificate for Payment, any appli- .2 fails to make payment a)Subcontractors for materials cable statute of limitations shall commence to run anet lir labor In accordance with the respective agreements acv alleged cause of action shall be deemed to have between the Contractor and the Subcrnitractors; accrued 1h any and all events not Luer than the date of .3 persistently disregards laws,ordinances,or rules,reg- any act lir failure to act by the Contrattor pursuant to ulations lir on..lers of a public authority having juris- any warranty provided under Panagraph 3.5,the date diction; or of any correction of the Work or failure to correct the ,4 otherwise is guilty of substantial breach of a provision Work by the Contractor under Paragraph 12.2,or the elate of actual commission of any other act or failure of the Contract Documents. to perform any duty of obligation by the Contractor 14.2.2 When any of the above reasons exist,the Owner,upon or Owner, whichever OCCurs last certification by the Architect that sufficient cause exists to jus- AIA DOCUMENT A901 •GENF.RAI.CONDITIONS OF 111E CONTRAC1 FOR CONSTRUCTION•FOI RI FF'NI H FUlll(,N AIA* 6«I98''I'HE AMERICAN INSTITI11T OF ARC111TIRCTs,I'3S NEW PORK AYENIlE,N.W.,WASIIINa;I,tN,M: 21NNN. ���M� I tify such action, may without prejudice to any other rights or Owner.The amount to be paid to the Contractor or Owner,as remedies of the Owner and after giving the Contractor and the the case may be,shall be certified by the Architect,upon appli- Con,ractor's surety, if any, seven days' written notice, tetmi- cation, and this obligation for payment shall survive termina- nate employment of the Contractor and may, subject to any tion of the Contract. prior rights of the surety: 14.3 SUSPENSION BY THE OWNER .1 take possession of the site and of all materials,equip- FOR CONVENIENCE ment,tools,and construction equipment and machin- 14.3.1 The Owner may,without cause,order the Contractor in ery thereon owned by the Contractor; wtidng to suspend,delay or interrupt the Work in whole or in .2 accept assignment of subcontracts pursuant to Para- part for such period of time as the Owner may determine. graph 5.4; and .3 finish the Work by whatever reasonable method the 14.3.2 An adjustment shall he made for increases in the cost of Owner may deem expedient performance of the Contract,including profit on the increased cost of performance, caused by suspension, delay or interrup- 14.2.3 When the Owner terminates the Contract for one of the tion. Nc adjustment shall be made to the extent: reasons stated in Subparagraph 14.2.1,the Contractor shall not be entitled to receive further payment until the Work is 1 penthat performance is, was or would have been so sus- finished. cnded, delayed or interrupted by another cause for which the Contractor is responsible, or 14.2.4 If the unpaid balance of the Contract Sum exceeds costs .2 that an equitable adjustment is made or denied under of finishing the Work, including compensation for the Archi- another provision of this Contract. tee's services and expenses made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed ti a 14.3.3 Adjustments made in the cost of performance may have unpaid balance, the Contractor shall pay the difference to the a mutually agreed fixed or percentage fee, j i AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CON'IRA( 1 FOR CONSTRUCTION•FOI'RTFENTH ED11ION e 24 i201-1987 AIA" IQH-TIIF AMERICAN INSTITI ITE 01;ARCHI11A I S.I"♦S NFA YORK AVENI T,NIX,WASIIINGTON,D.0 21NNKi C 3/87 SECTION 00800 SUPPLEMENTARY CONDITIONS The following supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction", AIA Document A201 , 1987 Edition. Where any article of the General Conditions is modified or any Paragraph, Sub- paragraph or Clause thereof is modified or deleted by these Supplement3ry Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. ARTICLE I - GENERAL PROVISIONS 1 . 1 BASIC DEFINITIONS 1 . 1 . 1 THE CONTRACT DOCUMENTS In the second line after the words "(hereinafter the Agreement)", insert the words "Advertisement For Bids, Instructions to Bidders, the Contract 's executed Bid, "; omit the last sentence "(Unless specifically bidding requirements. ) " . Adr:i to Subparagraph 1 . 1 .4 the fn1lowing Clause 1 . 1 .4. 1 - Bids w, 11 be taken dnd awarded boder a single contract including General , Mechanical and Electrical Work. 1 . 1 .7 THE PROJECT MANUAL Add the following sentence to the end �f the paragraph: Prior to bidding, the Contractor shall check his copies of the Project Manual with the Table of Contents bound therein to be sure that they are complete. Odd to Paragraph 1 . 1 , the following Subparagraph 1 . 1 .3: 1 . 1 .8 ADDITIONAL ABBREVIATIONS AND OLFINITIGIIS Additional abbreviations and def inirions are covered under Sections 01070 and 01090, in the Sections of Divisions 15 and 16, Arid on the Drawings. ARTICLE 2 - OWNER 5uhparagraph 2. 1 . 1 delete the last sentence in its entirety and replace with "allowing. "The term "Owner" or "District" as used herein are synonomous and shall mean "School District 1t23J, Washington and Clackamas Counties, Tigard, Oregon acting by and through its Bc �, d of Directors." 00800-1 SECTION 00600 SUPPLEMENTARY CONDITIONS 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNERS Add to Subparagraph 2.2.3, the following Clause 2.2.3. 1 : 2.2.3. 1 The Owner shall arrange and pay for any plan checking fees and system development fees required by Code and other regulatory agencies including City, County or State Bu4lding Departments. Delete Subparagraph 2.2.5 in its entirety and substitute the following: 2.2.5 The Contractor will be furnished free of charge 20 copies of Drawings and Project Manuals. Additional sets will be furnished at the cost or reproduction, postage and handling. Add to Paragraph 2. 2 the following S.ibparagraph 2.2.7: 2.2.7 Project plans provided by the Owner shall contain language notifying the Contractor that it and its subcontractors must comply with the provisions of ORS 757.541-757.571 relating to riotice prior to excavation. ARTICLE 3 - CONTRACTOR 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR Odd to Parayraph 3.2, the following Subparagraph 3.2.4: 3. 2.4 Contractor acknowledges and --PPs that the Contract Docriments are adequate and sufficient to provide for the completion of the work, and include all work, whether or, not shown or described, which reasonably may be inferred to be required or useful for the c:;rnpletion of the work ;n accordance with all applicable laws, codes and professional standards. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES A(4.d to Subparagraph 3.3. 1 , the following Clause 3.3. 1 . 1 : 3.3 . 1 . 1 Before starting work, the Contractor shall locate all general reference points. The Contractor shall take suci, steps as are necessary to prevent the dislocation or destruction of the reference points, and shall be responsible for the accuracy of the site and building layout and elevations for the work. 3 .4 LABOR AND MATERIALS Add the following Subparagraphs 3.4.3 and 3.4.4: 1 ,4.3 After the Contract has been Pxecuted, the Owner .and the Arc - tPct will consider a request for the substitution of proaucts in place of those specified only under the conditions set forth in Section 01600, "Material and Equipment". 00800-2 SECTION 00800 SI'PPLEMENTARY CONDITIONS 3.7 PERMITS, FEES AND NOTICES Add to Paragraph 3.7. 1 , the following Subparagraph 3.7. 1 . 1 . 3.7. 1 . 1 All fees except as specified above under subparagraph 2.2.3. 1 shall be included in the Contract and shall be paid by Contractor. Contractor is to secure and pay for the general building permit for work under his Contract, and shall secure all certificates of inspection and of occupancy as required by the public authority. Each Subcontractor shall secure and pay for all special permits, fees and licenses for his work. Deliver all permits and certificates to Owner at completion. 3.9 SUPERINTENDENT Add the following sentence to Subparagraph 3.9. 1 "The superintendent shall be satisfactory ro the Architect and Owner ind shall riot be changed except with the consent of the Architect, unless the superintendent proves to t:e n;atisfactor y to the Contrac _-lr and ceases to he in his employ." 3. 10 CONTRACTOR'S CONSTRUCTION SCHEDULES •Lid to a3ragraph 3. 10, th` fallowing Subparagraphs 3. 10.4, 3. 10.:3, 3. 10.6 and ` . 10.7, and 3. 10.8. 3. 10.4 The Contractor and all Subcontractors, suppliers and manufacturers shall schedule materials, deliveries and inStallationS to c(111form with :he Contractor's progress schedule, and provisinns to this effect shall be included in all subcontracts. 10.5 The Contractor shall schedule and coordinate the work of all Contractors on the project through the u,e of a bar 3raph )r- -"PM schedule. 3. 10.6 Within thirty (30) days after receipt of written no'ice of award of this Contract and before the first progress payment is made the successful Contract:rr shall submit a bar graph or CPM schedule and shall include as many activities as necessary to make the schedule an effective tool i`or construction planning and for monitoring the ,)erformance of the contract and each subcontract. The Contractor's schedu're information shall be incorporated into the bar graph or CPM and form the basis for evaluating progress of the work. The Contractor's detailed schedule shall show all pertinent activities includ-ing but not limited to submittal dates and required dates of approval for shop drawings (Sze Section 01300) . purchasing activi - ies such as ordering and delivery dates, and activities interf,cing or interacting with other contractors, trades or services. This includes the monitoring and furnishing of monthly updates ,Omparirg the actual progress with the current OOA00-3 eF F v SECTION 00800 SUPPLEMENTARY CONDITIONS schedule and as required ander Section 01025 for evaluation of applications for payment. This includes providing scheduling information for changes, alterations or additions to the work. The schedule shall be revised monthly and as required by the conditions of the Work. 3. 10.7 The activities shown on the schedule will conform to the schedule of values defined under Article 9 "Payments and Completion" and as (� set forth under Section 01025. All progress payments will be t measured and evaluated off the bar graph or CPM schedule based on work-in--place. 3. 10.8 The Contractor shall furnish and pay for preparation of the bar graph or CPM schedule, based on Contractor input as set forth hereinabove including monthly updating thereof, and include costs for ;acne in the Base Bid. 3. 12 SHOP DRAWINGS AND SAMPLES Add the following Subparagraph 3. 11. 12: 3. 12. 12 The method, type, and number of shop drawings and samples are to be submitted as ,et forth in the Project Manual , Section 01300; :onform thereto. Ary reference-, to Paragraph 3. 12 elsewhere in the Contract Documents shall be read as referring to the same subject matter in Section 01300. 3. 14 CUTTING AND PATCHING OF WORK delete this paragraph in its entirety. F 'ovisions for cutting and patching are included in the Project Manual , Section 01045; conform thereto. Any references to Paragraph 3. 14 elsewhere in the Contract Documents shall ue read as referring to the same _;ubject matter in Section 01045. 3 . ' 9 INDEMNIFICATION '.id the following subparagraph: ' . 18.4 The Contractors obligations(s) to indemnify and/or hold harmless the Owner for liens created under ORS 87.010 and perfected under ORS 87.035 shall not in any way be altered, amended, eliminated or otherwise c—tditioned by 1987 OR Laws Chapter 662, Section 1 , ORS 87.021 (4) . N� Owner shall have any obligation to deliver a copy of any notice of right to lien to the Contractor or any other °►�' person or entity. 00800-4 t ■ 1 SECTION 00800 SOPPLEMENTARY CONDITIONS ARTICLE 4 - ADMINISTRATION OF THE CONTRACT 4. 1 ARCHITECT Add to Paragraph 4. 1 , the following Subparagraph 4. 1 .5: 4. 1 .5 The Architect is not bound to define the limits of any .ubcontract, and will not enter into disputes between the ;ontractor and his employees, including subcontractors. 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT Add to Subparagraph 4.2.7, the following Clause 4.2.7. 1 : 4.2.7. 1 Review of submittals is only for general conformance with the Jesitgn cor,ceot of the Project and general compliance with the information given in the Contract flocuments. The review does riot affect the Contractor 's responsibility to perform all Construction Contract requirements with no change in contract price )r Any action shown by the Architect is subject to the requirements of the plans. specifications and other Contract Documents. The Contractor is responsible to confirm and correlate dimensions at the site, for information that pertains to the fabrication processes, for the means, methods, techniques, procedures, y ;equences and quantities necessary to complete the Construction 4 Contract and for coordination of the work of all trades and satisfactory performance of its work , The review by the Architect is undertaken solely to satisfy Architect's obligations, if any, to the Owner anti sha11 not give rise to any claim by the Contractor or other parties against the Architect or Owner. 4.5 ARBITRATION Delete Articles 4.5 . 1 through 4.5.7 in their entirety. All provisions concerning arbitration set forth in A. I .A. Document 4201 forming a part hereof are hereby delected, and arbitration of any controversy or claim hereunder may be undertaken only with the common written consent o` the District, represented by the Board of DirectorF, and the Contractor. ARTICLE 5 - SUBCONTRACTORS 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR POR'. IONS OF THE WORK Subparagraph 5.2. 1 in the third line after the word "practicable" add the words "but in no rase later than seven days". 00800-5 SECTION 00800 SUPPLEMENTARY CONDITIONS ARTICLE_-6-_-CONSTRUCTION_BY-OWNER_OR_BY_SEPARATE CONTRACTORS 4fi 6.2 MUTUAL RESPONSIBILITY Delete paragraph 6.2.5 in its entirety and substitute the 'ollowing: 6.2.5 Should claims, other disputes and/or matters in question between the Contractor and a separate contractor arise the Contractor I shall resolve such matters with the separate contractor by 1 agreement or otherwise. If such separate contractor sues or initiates an arbitrat=on proceeding against the Owner and/or the Architect on account of any damage alleged to have been caused by the Contractor, the Owner and/or Architect shall notify the Contra-;tor who shall defend such proceedings at tree Contractor's expense. If any judgment or award of any kind results ,Against the Owner or Architect, whether or not the Contractor, having been notified, defends the proceedings, the Contractor shall pay or satisfy it and shall reimburse the Owner and/or Architect for .all expenses, attorney's fees, court or, aroitration costs which the Owner and;'or Architect incurred, including actual Lust expenditures in defense which may not be costs allowed in cuurt or arbitration, ARTICLE 7 - CHANGES IN THE WORK 7.2 CHANGE ORDER j *c; Arayraph 7. 2 the following Subparagraphs 7.2.3 & 7 .2.4: The Contractor shall submit quotations in response to Architect 's request for change order pr,posal within i4 days after date of Such request. 7. , . ! Contractor, and subcontractors through the Contractor, shall ;et forth documentation in accordance with applicable prov ions of Paragraph 8.3 covering disruptions or delays, if any, to ve caused in the Work due to change orders. 7 . 3 CONSTRUCTION CHANGE DIRECTIVES 7,3.6 In the first sentence, delete the words "a reasonable allowance for overhead and profit" and substitute "an allowance for overhead and profit in .accordance with Clause,&- 7.3. 10. 1 through 7.3. 10.6 below." r 00800-6 SECTION 00800 SUPPLEMENTARY CONDITIONS Acid to Paragraph 7.3 the following Subparagraph 7.3. 10: 7.3. 10 In Subparagraph 7.3.6, the allowance for the combined overhead and profit included in the total cost to the Owner shall be based on the following schedule: . 1 For the Contractor, for Work performed by the Contractor's own forces, 10 percent of the cost. .2 For the Contractor, for Work performed by the Contractor's Subcontractor, 10 percent of the amount due the Subcontractor. .3 For each Subcontractor or Sub-subcontractor involved, for Work performed by that Subcontractor's or Sub- subcontractor's own forces, 10 percent of the cost. ,4 For each Subcontractor, for Work performed by the Subcontractor's Sub-subcontractors, 5 percent of the amount due the Sub-subcontractor. .5 Cost to which overhead and profit is to be applied shall be determined in accordance with Subparagraph ..3.6. .E In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their propriety can be seen by 4 .spection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. Labor and materials shall be itemized in the manner prescribed above. Where major cost items are Subcontracts, they shall be itemized also. In no case will a change involving over $500.00 be approved without such itemization. ARTICLE 8 - TIME 8.3 THF DELAYS AND EXTENSIONS OF TIME 3, 3. 1 In the first paragraph, seventh line, delete the words "pending arbitration". Add to Subparagraph 8.3. 1 , the following Clause 8.3. 1 . 1 : 8.3. 1 . 1 As between the Owner and the Contractor, as to all 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; as to all acts or failures to act r occurring subsequent 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 the date of issuance of the final Certificate for Payment. 00800-7 SECTION 6:300 SUPPLEMENTARY CONDITInNS ARTICLE 9 - PAYMENTS AND COMPLETION 9.2 SCHEDULE OF VALUES Add to Paragraph 9.2. 1 : "Prepare Schedule of Values as set forth in Section 01025. 9.3 APPLICATIONS FOR PAYMENT 9.3. 1 . 1 Delete subparagraph 9.3. 1 . 1 in its entirety. Add to Subparagraph 9.3.1 the following Clause 9.3. 1 .3: ,4.3 . 1 .3 Retainage will be withheld at a rate of 5% in accordance with ORS 279.400 and other applicable public contracti,ig statutes. 9.3. 2 Delete the second = rd third sentences in their entirety; inclusive of "If approve-4 �o advance . . . . equipment stored off site. " 9.4 CERTIFICATES FOR PAYMENT add the following to Paragraph 9.4 : 9.4.3 The Owner will make payments to the Contractor on account of the ,:nnt.ract as follows: . 1 Monthly in accordance with the General Conditions. . 2 Thirty days after completion and final acceptance by the Owner, the balance due under the Conract, provided the work be then fully completed and the Contract fully performed. 9.5 D.CISIONS TO WITHHOLD CERTIFICATION Add the following item to Subparagraph 9.5. 1 : .8 Failure to present affidavit pertaining to wages paid 3s required by the Contract Documents. .9 Delay by the Contractor. . 10 Liquidated damages. 9.6 PROGRESS PAYMENTS Add to Paragraph 9,6 the following Subparagraphs 9.6.7 and 9.6.8: 9.6.7 Pursuant to Oregon Revised Statures ORS 279.312, the Contractor shall make prompt payment, as due, to all persons supplying to the Contractor labor or m-+-erial for the prosecution of the work provided for herein, pay all contributions or amounts due the State Industrial Accident Fund from the Contractor incurred in the performance of the contract herein, not permit any lien or claims 00800-8 SECTION 00800 SUPPLEMENTARY CONDITIONS to be file or prosecuted against the Owner on account of any labor or material furnished; and to pay the Department of Revenue all sums withheld from employees pursuant to ORS 316. 167. 9.6.8 Pursuant to ORS 279.314, if the contractor fails, neglects or refuses to make prompt payments of any claim for labor or services furnished to the Contractor or a subcontractor by any person in connection with a "public contract", as defined in ORS 279, as such claim becomes due, the proper official representing the School District may pay such claim to the person furnishinq the labor or services and charge the amount of the payment against funds due or to come due the k:ontractor by reason of this Contract, but the payment of a claim in the manner authorized herein shall not relieve the Contractor or his surety from his or its obligation with respect to any unpaid claims. 9.7 FAILURE OF PAYMENT 9.7. 1 Change "seven" days to "fifteen" days, in all places where -it occurs. In the first sentence delete the words "or awarded by arbitration". 9.8 SUBSTANTIAL COMPLETION Subparagraph 9.8.2 in the third line after the word "complete," insert the ")flowing: and has met all prerequisite items specified in Section 01700 and has obtained an uccupancy permit issued by the Building Department having jurisdiction," Arid to Paragraph 9.8 the following Subparagraph 9.8.4: 1. 9.4 Should the Architect repeatedly perform unnecessary reinspections which occur because of failure of the Work to comply with claims of status of completion made by the Contractor, then the Owner will compensate the Architect for these unexpected additional services. It is agreed that the Owner shall have the right to deduct the cost for such services from the final payment due the Contractor, subject to the following limitations: 1 . 1 That the Owner's claims for unnecessary reinspections apply only to the period beginning with the Contractor 's notice of substantial completion, and ending on the date of final acceptance; .2 That the definition of unnecessary inspections, and the cost for same shall be as set forth in Division 1 of this Project Manual , Section 01700, entitled "Contract Closeout". 1 I I00800-9 SECTION 00800 SUPPLEMENTARY CONDITIONS 9. 10 FINAL COMPLETION AND FINAL PAYMENT Add the following to end of Subparagraph 9. 10.2: "Additional provisions pertaining to final acceptance of the TT Project and release of retainage are specified in Section 01700 of this Project Manual ; conform thereto." 9.11 LIQUIDATED DAMAGES Add the following sjbparagraphs 9. 11 . 1 and 9. 11 .2: 9. 11 . 1 The Owner will incur serious and substantial special , incidental and consequential damages if Substantial Completion and transfer of certificate of occupancy for the Work does riot occur by the date stipulated for Substantial Completion. It would be difficult if not impossible to determine the amount of such damages. Consequently, the sum of $200.00 per calendar day is agreed upon as liquidated damages, and not as a penalty, which amounts will be due and payable by the Contractor to the Owner upon demand for each calendar day of delay in Suhstantial Completion of the Work ( i ,e. , each day by which the Substantial Completion and transfer of certificate of occupancy of the Work as stipulated above under subparagraph 8. 1 .3 is later than the date stipulated in Bid/Tender Form for Substantial Completion of t,'-re Work) . 9. 11 .2 The foregoing provisions for liquidated damages are intended to be in lieu of the liability of the Contractor for special , incidental and consequential damages (such as cost of capital and loss of profits, use and revenue) sustained by the Owner but shall not relieve or release the Contractor from liability for any and all damage or damages suffered by the Owner due to other breaches of the contract or sufferers by separate contractors. ARTICI .:_10___PROTECTION OF PERSONS_AND PROPERTY 10. 1 SAFETY PRECAUTIONS AND PROGRAMS 10. 1 .2 Delete the second and third sentences, inclusive of the wording "The work in the . . . . . . under Article 4". Delete Paragraph 10. 1 .4 in its entirety. 00800-10 SECTION CJ800 SUPPLEMENTARY CONDITIONS ARTICI.c_11 _INSURANCE. AND BONDS 11 . 1 CONTRACTOR'S LIABILITY INSURANCE Delete the semicolon at the end of Clause 11 . 1 . 1 . 1 and add: " including private entities performing Work at the site and exerrr,t from the coverage on account of -lumber of employees or occupation, which entities shall maintain voluntary compensation E coverage at the same limits specified fo- mandatory coverage for the duration of the Project; " belete the semicolon at the end of Clause 11 . 1 . 1 .2 and add: "or persons or entities excluded by statute from the requirements of Clause 11 . 1 . 1 . 1 but required by the Contract Documents to provide the insurance required by that Clause " Add to Subparagraph 11 . 1 . 1 the following Clauses 71 . 1 . 1 .8, 11 . 1 . 1 .9 and r 11 , 1 . 1 . 10: 11 . 1 . 1 .8 Liability Insurance shall include all major divisions of coverage a and be on a comprehensive basis including: ' 1 . Premises Operations ( including X, C and U coverages as applicable) . 2. Independent Contractors' Nrctective. 3. Products and Completed Operations. 4. Personal Injury Liability with Employment Exciusion deleted. 5. Contractual , including specified provision f r Contr;,ctor's obligation under Paragraph 3. 18. 6. Owned, non-owned and hired motor vehicles. 7. Broad Form Property Damage including Ccmpleted Operations. 11 , 1 . 1 ,9 If the General Liability coverages are provided by a Commercial General Liability Policy on a claims-made basis, the policy date or Retroactive Date snall predate the Contract; the termination date of the policy or applicable extended reporting period shall be no earlier than the termination date of coverages required to be maintained after final payment, certified in accordance with Subparagraph 9. 10.2. 11 . 1 . 1 . 10 "The Contractor shall not commence worF oder this Contract until he has obtained all the insurance r ired herein and such t inEirance has been approved by the Owner, nor shall the Contractor 1 allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractor has been so obtained and approved. Approval of the insurance by the Owner shall not relieve or decrease the liability of the Contractor herein." 00800-11 iUULI SECTION 00800 SUPPLEMENTARY CONDITIONS i Add to Subparagraph 11 . 1 .2 the following Clause 11 . 1 .2. 1 : 11 . 1 .2. 1 The insurance required by Subp4-ragraph 11 . 1 . 1 shall bc written for ) not less than the following limits, or greater if required by law r and underwritten by an insurance company rated 'A' or 'A,.' by R.M. # � Best & Co. : 1 . Worker's Compensation: (a) State: :statutory (b) Applicable Federal (e.g. , Longshoremen's) : Statutory (c) Employer's Liability: $100,000.00 per accident ($500,000.00 Disease, Policy Limit) ($100,000.00 Di,4ease, Each Employee) 2. Comprehensive or Commercial General Liability ( including Premises-Operations; Inuependent Contractors' Protective; Products and Completed Operations; 9road Form Property Damage) : (a) Bodily Injury: $1 ,000,000.00 Each Occurrence $1 ,000,000.00 Aggregate (b) Property Damage: $1 ,000,000.00 Each Occurrence $1 ,000,000.00 Aggregate (c) Produc'.s and Completed Operations to be maintained for one year after final payment: $1 ,000,000.00 Aggregate (d) Property Damage Liability Insurance :hall provide X, C and U coverage. (e) Broad Form Property Damage Coverage shall include Completed Operations. 3. Contractual Liability: (a) Bodily Injury: $1 ,000,000.00 Each Occurrence $1 ,000,000.00 Aggregate (b) Property Damage: $1 ,000,000.00 Each Occurrence $1 ,000,000.00 Aggregate a 4. Personal Injury, with Employment E>cclusion deleted. $1 ,000,OOO.UO Aggregate 00800-12 SECTION 00800 SUPPLEMENTARY CONDITIONS 5. Business Auto Liability ( including owned, non-owned and hired vehicles) : (a) Bodily Injury: $1 ,000,000.00 Each Person $1 ,000,000.00 Each Occurrence (b) Property Damage: $1 ,000,000.00 Each Occurrence 6. If the General Liability coverages are provided by a Commercial Liability policy, the: (a) General Aggregate shall be not less than $1 ,000,000.00 and it shall apply, in total , to this Project only. (b) Fire Damage Limit shall be not less than $1 ,000,000.00 on any one Fire. (c) Medical Expense Limit shall be not less than $' ,(100,000.00 on any one person. 7. Umbrella Excess Liability (to be written on a following form basis over primary cove:,age) : $1 ,000,000.00 over primary insurance. $1 ,000,000.00 retention for self-insured hazards each occur- rence. E. The Owner shall be named as an additienal insured and the policy i shall be endorsed to stipulate that nu cancellation or reduction in coverage shall be made without giving thirty (30; d-3ys advance written notice to the Owner by registered mail , each insurance shall he primary and concurrent with any other insurance held by Owner. Add the following sentence to Subparagraph 11 . 1 .3: If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be AIA Document G705, Certificate of Insurance. If this insurance is written on a Commercial General Liability policy form, ACORD farm 25S will be acceptable. 11 .3 PROPERTY AND LOSS-OF-USE INSURANCE Add the fallowing sentence to Clause 11 .3. 1 . 1 : The form of policy for this coverage shall be Completed Value. Delete Subparagraph 11 .3. 1 .4 in its entirety. I ` 00800-13 'W W O I m_ f SECTION 00800 SUPPLEMENTARY CONDITIONS Delete Paragraph 11 .3. 10 in its entirety. 11 .4 PERFORMANCE BGNO AN) PAYMENT BOND Delete Subparagraph 11 .4. 1 and substitute the following subparagraph clauses: 11 .4. 1 Contractor shall secure, include costs therefore ?n the bid, and pay for an Oregon Public Works performance bond and a separate payment bond in compliance with ORS 279.029 and other applicable Oregon Revised Statutes issued by a bonding company licensed to transact business in the State of Oregon. Other bond forms will not be acceptable. Liability under each of the bonds shall be: 100% of contract sum for ( 1 ) performance and (2) labor and material payment. 11 .4. 1 . 1 The Contractor shall deliver the required bonds to the Owner not later than three days following the date the Agreement is entered into, or if the Work is to be commenced prior thereto in response to a letter of intent, the Contractor shall , prior to the commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished. 11 .4. 1 .2 The Contractor shad require the attornp;-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. ARTICLE_13_ MISCELLANEOUS PROVISIONS 13.4 RIGHTS AND REMEDIES Arid the following to Subparagraph 13.4. 1 : If either party institutes any suit, action, arbitration or other proceeding, to enforce any covenant or agreement hereof, or to obtain any of the remedies herein provided, the prevailing party shall be entitled to recover such sum of money as the court/arbitrators may adjudge reasonable as attorney's fees in such suit, action arbitration or other proceeding, including any appeals taken by either party in such suit, action, arbitration or I proceeding. " 1 5 TESTS AND INSPECTIONS AAA to Paragraph 13.5 the following Clause 13.5. 1 . 1 : 13.5. 1 . 1 Independent laboratory or Special Inspector's tests for certain items of work will be paid For by the Owner as set forth under Section 01400. 1 00800-14 SECTION 00800 SUPPLEMENTARY CONDITIONS ARTICLE_15_- STATUTORY_PROVISIONS In addition to the Statutory Provisic.ns specified hereinbefore, the following Statutory Provisions which are applicable to Public Contracts generally, shall be conditions of any contract awarded hereunder. 15. 1 Pursuant to Oregon Revised Statutes ORS 279.312, the contractor shall make nrompt payment, as due, to all persons supplying to the contractor 13bor or materials for the prosecution of the work provided for herein, pay all contributions or amounts due the State Industoial Accident Fund from the contractor incurred in the performance of the contract here, not permit any lien or claims to be filed or prosecuted against the District on account of any labor or material furnished; and to pay the State Department of Revenue all sums withheld from employees pursuant to ORS 316. 167. 15.2 Pursuant to ORS 279.314, if the contractor fails, neglects, or refuses to make prompt payment on any claim for labor or services furnished to the contractor by any persons in connection with this Agreement as such claim becomes due, the proper officer or officers representing the District may pay such claim to the person furnishing the labor service and charge the amount or the payment against the contractor. The payment of a claim in the manner authorized in this paragraph shall not relieve the contractor or his surety from its obligation with respect to any unpaid claims. 15.3 Pursuant to ORS 279.316, no person shall be employed by the Contractor for nore than eight hours in any one day, or forty hours in any ore week except in cases of necessity, emergency or where the public policy absolutely requires it, and in such cases, t!,e laborer snall be paid at least time ard a half pay For all overtime in excess of eight hours a day and for work performed on Saturdays and on legal holidays specified in ORS 187.010, except Veteran's Orry. 15.4 Pursuant to ORS 279.320, the Contractor shall , promptly, as due, make payment to any person, co-partnership, association, or corporation furnishing medical , surgical and hospital care or other needed care and attettion, incident to sickness or injury, to :he employees of such Contractor, of all sums which the Contractor agrees to pay for such services and all monies and sums +rhich the Contractor collected or deducted from the wages of his employees for such services pursuant to any law, contract or agreemert fo^ the providing or paying for such service. 00800-15 mi SECTION 00800 SUPPLEMENTARY CONDITIONS 15.5 Pursuant to ORS 279.021 , Section 2, where a public contract is awarded to a foreign contractor, and the contract price exceeds $10,000, the contractor shall promptly report to the Department of Revenue, on forms provided by the Department of Revenue, such information as it may require before final payment can be received on the public contract. The District shall satisfy itself that this requirement has been met before it issues a final payment. A foreign contractor is one who is not domiciled and/or registered to do business in the State of Oregon. 15.6 Pursuant to ORS 279.348 through 279.363, inclusive, workers in each trade or occupation employed in the performance of any contract awarded hereunder either by the Contractor or any subcontractor or any other person doing or contracting to do the whole or any part of the work under this contract, shall be paid not less than the minimum hourly rate of wage set forth in certain document entitled Prevailing Wage Rates for Public Works Contracts in Oregon, effective at time of bidding, as issued by Oregon Bureau of Labor and Industries as it applies to District No. 2 (Wa:;hington, Clackamas and Multnomah Counties) (ORS 279.34o(2) (b) ) , copies of which are attached hereinafter and made a part of this Project Manual . 15 .6. 1 If a dispute arises as to what is the prevailing wage rate for any class or workman, and if the dispute cannot be settled by the parties involved, it may be referred to the commissioner of Labor, State of Oregon, fnr final determination. 15.6 . 2 The wage rate- --4r•e -ninimum rates only and the Owner will not consider any clains for additional compensation because of payment made by the Contractor or a Subcontractor of any wage rate in excess of the prevailing rate. 15.6.3 Notarized certificates that the minimum wage rates have been paid by the Contractor and each subcontractor shall be submitted with the Contractor's application for payments. 15.7 Any and all federal , state and local requirements which are, by law, to be incorporated in this contract are specifically incorporated herein, including, without limitation, the following: ORS 279.318 - Provisions relating to environmental and natural resources laws and rules; change orders. ORS 279.326 - Agreement to terminate contract. ORS 279.328 - Extension and compensation when work 6 suspended in certain cases. ORS 279.330 - Compensation when contract terminated. URS 279.333 - Application of ORS 279.324 to 279.330. ORS 279.334 - Labor employed through contractor; Maximum hours of labor on public contracts. 00800-16 M SECTION 00800 SUPPLEMENTARY CONDITIONS ORS 279.336 - Time limitation on claim for overtime; posting of circular by Contractor. ORS 279.338 - Length of day's labor on public works. ORS 279.348 - Definitions for ORS 279.348 to 279.356. ORS 279.350 - Workmen on public works to be paid not less than prevailing rate of wage. ORS 279.352 - Provision in contract for minimum hourly rate of wage where contract pric? exceeds $2,000, determination of prevailing rate of wages. ORS 279.354 - Certification of +,ate of wage by Contractor or subcontractor. ORS 279.355 - Inspection to determine whether prevailing rate of wage being paid. ORS 279.356 - Liability t^ workmen for violations. ORS 279.400 to ORS 279.420 - Withholding of retainage by Contractor or subcontractor. ORS 2.79.526 to ORS 279.542 - Inc. - Bonds, actions on bonds. ORS 279.575 - Partial payment on public cunrracts; retainage; interest, exception settlement of compensation disputes. URS 701 .410 - Definitions - retainage. ORS 701 .420 - Partial payments. ORS 701 .430 - Performance Bond, effect of no bond. OPS 701 .435 - Deposits in lieu of (:ash; retainage. END OF SECTION 00800-17 PREVAILING WAGE RATES for Public Works Contracts in Oregon OF * 18, 59 1ppQ Mary Wendy Roberts Commissioner Effective January 1 , 1988 Bureau of Labor and Industries BUREAU OF LABOR AND INDUSTRIES Mary Roberts, Commissioner January 1 , 1918 This booklet contains the Preifailing Wage Rates for the building nd construction trades in the Stave of Oregon. These rates are effective January 1 , 1988. These rates have been amended in accordance with ORS 279.348 through ORS 279.365. Prevailing Wije Rat.,i are the m?nimum wages that must be paid to all workers employed in the construction, reconstruction, major renovation or painting of any public works. Copies of these rates must be incorporated into all bid specifications when the advertisement for a public works contract is issued. A provision that Prevailing Wage Rates be paid must also be put in the contract. The rates in effect at the time the bid specifications are first advertised are those that apply for the duration of the project, with one excpntion; if during the bidding cess the Prevailing Wage Rates change, thll public contracting agent, has the option of amending the bid specifications to reflect such changes. If you identify any errors in the rates published, please bring them to the attention of the Pre•�,ailing Wage Rate Analyst in Portland (229-6655) . If you have any questions about the manner in which the Prevailing Wage Rates are enforced, contact the Waqe and Hour Oivision in Portland (229-5750) . RNDY ROBERT Commissioner Bureau of Labor and Industries PORTLAND SALEM EUGENE 1400 SW Sth Avenue 7865 Wolverine St.NF;E-1 165[.7th Street.Suite 220 Portland,Oregon 97201 Salem,Oreeon 97310 Eugene,Oregon 97401 MEDFORD COOS BAY HIND PENOLEION :'00 E.Main 320 Central Ave,.Suite 510 1230 NE Third,Suite A244 700 SE Emigrant,Suite 240 Medford,Oregon 97504 Coos Bay,Oregon 974:0 Bend,Oregon 97701 Pendleton,Oregon 97601 AN EQUAL OPPORTUNITY EMPLOYER ANNOUNCEMENT The Prevailing Wage Rates contained in this booklet generally reflect those rates determined for Oregon by the Secretary of laoor of the United States pursuant to the Davis-Bacon Act; certain changes have been made to better relect prevailing practices in Oregon. Pursuant to ORS 279.348 to ORS 279.365, these rates have been adopted for use on public works contracts in Oregon. If you have specific questions regarding how rates are determined or if you would like a copy of this booklet, please contact: Prevailing Wage Rate Analyst Bureau of Labor and Industries 1400 S. W. 5th Avenue, Portland, OR 97201 (503)229-6655 The first copy is free. Additional copies are available for 750 each. GENERAL INFORMATION Information in th;s section and in the "Commonly Asked Questions" is eant to provide a convenient reference to Oregon's Prevailing Wage Rate Law. It is in no way a complete statement of the laws and rules. If you have questions about the enforcement of Prevailing Wage Rates, please contact the Wage and Hour Division. Division offices may be reached at the following phone numbers: i Bend 388-6330 Eugene 686-7623 Medford 776-6013 Pendleton 276-7884 Portland 229-5750 Salem 378-3292 Apprentices and Trainees Apprentices and trainees may be employed on public works. To qualify as an apprentice or trainee, the worker must be registered in a bonafide apprenticeship or training program of the U.S. Department of Labor, Bureau of Apprenticeship and Training (BAT) or with any State Apprentice hip and Training Agency recognized by BAT. The apprentice or trainee is to receive all fringe benefits and a percentage of the ,journeyman's wage rate; the appropriate percentage shall be determined by the apprenticeship or training zommittee. All other workers must receive rates as published. Zone Pay In certain trades, the basic hourlyrate of I pay progressively increases based upon the distance between the job site and a designated landmark; this is commonly referred to as zone pay. To determine the hourly wage, find the correct zone based on the number of road miles the job site is from the closest designated city (based either on distance from city hall or from geographical center of the city, depending on the trade) and add the amount for that zone to the basic hourly rate. Zone pay, unlike travel pay, is tie basic hourly wage jpon which overtime is computed. January 1988 Page 1 w rw w w iw lw w lw�� Bid Specifications The specifications for every public works contract must include the current Prevailing Wage Rate's in effect at the time the specifications are first advertised. A statement incorporating the existing rates by reference will not satisfy this requirement (ORS 279.352) . NOTE: If a public agency fails to include the Prevailing Wage Rates in the contrdct specifications or fails to include in the contract the provision that Prevailing Wage Rates must be paid, the liability for any unpaid prevailing wages could be exclusively that; of the agency. Fringe Benefits Payments for fringe tenefits are in addition to the basic hourly rate. Fringe benefits means the amount for: a) medical cr hospital care; pensions on retirement r death; compensation for injuries or illness resulting from an occupational activity, or insurance to provide any of the foregoing; b) unemployment benefits, life insurance, disabiliity and sickness insurance or accident insurance; c) vacation and holiday pay; d) defray-'Ing costs of apprenticeship or other similar programs; and e) other such bona fide benefits. NOTE: For the purpose of Prevailing Wage Rates, fringe benefits ado not include any benefits which may be required by federal , state or local law (e.;. Workers' Compensation, Unemployment Insurance, etc.) . Fringe benefits may be paid to the worker in ra�h or to a third party ,ldministering a fringe benefit program. When an hourly rater in excess of the required prevailing base rate is paid, the amount by which the rate is exceeded may be credited toward payment of fringe benefits. Overtime Workers, employed on a public works job for more than eight Itiours in a day or 40 hours in a week must be paid overtime for each additional hour so worked (ORS 29.334) . Overtime is calculated at no less than one and one-half times the basic hourly rate as determined by the Commissioner of Labor (not including fringe benefits which are paid at the straight rate for every hour worked) . In the computation of overtime, travel pay does not need to be included but zone pay difrerentials o'o. Work performed on Saturday, Sundae, or legal holidays must also be comp, -,Ilsated at time and one-half . Legal holidays for purposes of Prevailing Wage Rates include, the following: 1 ) New Year's Day on January 1 ; 2) Memorial Day on the last Monday in May; 3) Independence Day on July 4; 4) Labor Day on the first Monday in September; 5) Thanksgiving Day on the fourth Thursday in November ; 6) Christmas Day on December 25. NOTE: Contractors who are signatcry to a collective bargaining agreement may be subject to different overtime requirements (OR.s 279.334[3]) . Page 2 January 10.89 Certification of, Payroii The law requires every contractor and subcontractor to file certain information on wages paid to each worker employed or, a public works contract. This statement must completely and accurately reflect payroll records for the work week immediately preceding the submission. A contractor or subcontractor must complete and submit the certified statement contained on Form WH-38 as weli as the information required on the weekly payroll side of the form. A copy of Foran WH-38 and instructions for completing it are included in the back of this booklet; xeroxed copies may be used for filing. The schedule for submitting payroll information is as follows: once within 15 days of the date the contractor or subcontractor first began work on the project and once before the final inspection of the project by the public contracting agency; in addition, for p_roJects exceeding 90 days, submissions are to be made at 90 day intervals. Payroll information is to be filed with both the public contracting .gency and the Wage ant Hour Division, Bureau of Labor and Industries, 1400 S.W. Fifth Avenue, Portland, Oregon 97201 . The payroll information must be kept by the contractor and or subcontractor for three years. COMMONLY ASKED QLESTIONS 1 ) What are "Prevailing Wage Rates?' A prevailing wage rate is the minimum wage, including fringe bene,Fits to be paid workers employed on contracts for public works. Different rates are established for specific trades and specific geographical areas. 2) Who must be Paid 'Prevailing Wage Rates?" All employees of a contractor or subcontractor engaged on a public works project when the total price of the project is $10,000 or more must receive at least the Prevailing Wage Rate (PWR) for time worked on the project, unless otherwise exempt. Supervisory and office/clerical employees are not required to be paid the PWR. A person who owns and operates his/her own truck or other hauling equipment on construction projects (Owner/Operator) is not required to be paid the PWR. 3) What about contracts when Federal funds are used? When more than $2,0OO of federal funds are involved, the contract is usually subject to the provisions of the Davis-Bacon Act, not Oregon statutes. Further information may be obtained from the U.S. Department of Labor, Wage and Hour Division, Portland, Oregon (221-3051) . However, in the event that federal funds are involved, but the contract is not regulated under Davis-Bacon, Oregon's Prevailing Wage Rates Statutes may apply (ORS 279.348 - 279.365) . January 1988 Page 3 ff Mimi s !_f M s ISP W COMMONLY .ASKED QUESTIONS (Continued) 4) I don't have a pension fund. Howe do I calculate fringe benefits? Workers must receive at a minimum the sum of the basic hourly rate plus all fringe benefits for each i3ur worked on a public works contract. Fringe benefits may be paid either to a third party trust account or in cash directly to the worker. 5) What if the employees are not pais on an hourly basis? All workers must receive at least the basic hourly rate of wage and fringe benefits for each hour worked an the project. If an employee is paid other than on an hourly basis, the equivalent hourly rate (for both wages and fringe benefits) must still tie at least equal to the rates published. 6) How do I classify workers? Virtually all of the job classifications/trades normally used in the construction industry are repris( nted by the job classifications used in this PWR publication. Thes , classification titles should be used according to common practice. Try to fit your workers into existing classifications. If you have questions about how to classify workers, contact the Wage and Hour Divis' ,)n at 229-5750 in Portland or at one of the offices listed on page 1 of this booklet. Laborers who do basic work recuiring no specific skills, training or knowledge are generally classifieli as Group 1 Laborers. (Note that Landscapers are classified as Laborers, and Ornamental Ironworkers are classified as Irorniorkers.) 7) When are new rates determined? How long are they effective? Prevailing Wage Rates are determined once each year by the Commissioner of the Bureau of Labor and Industrie!;. The Commissioner may amend the rates at any time. The rates are usually amended at least once each year. The rates in effect at the time the bid specifications are first adve,�tised are those that apply for the duration of the contract, with one exception. If during the bidt ng process The prevailing wage rate changes, the public contracting a4lency (not the contractor) has the option of amending the bid specifications to reflect such change. 9) How do I post Prevailing Wage Rates? Every contractor or subcontractor- employing workers on a public works project is required to post the applicable Prevailing Wage Rates in a conspicuous and accessible place it or about the work-site. Rates need to be posted for the duration of the ,job. Contractors and subcontractors who intentionally fail to post the PWR can be made ineligible to receive any public w,-rks contract for up to three years . Page 4 January 1988 COMMONLY ASKED QUESTIONS (Continued) 9) What can I do about a contractor who is not. rrrnn,lying with Oregon's PWR law? File a complaint with the nearest office of the Oregon Bureau of Labor and Industries or contact the Wage and Hour Division, Bureau of Labor and Industries, 1400 S.W. 5th Avenue, Portland, Oregon 97201 (229-5750) . Other Bureau offices are located in Bend (388-6330) , Coos Bay (269-4575) , Eugene (686-7623) , Medford (776-6013) , Pendleton (276-7884) and Salem (378-3292). You may also complain to the contracting agency, which has the contractual authority to pay PWR claims directly to a contractor's er subcontractor's workers (ORS 279. 314). 10) What happens to contractors who do not comply with PWR statutes? Contractors and subcontractors who pay less than the Prevailing Wage Rates may be liable to the workers affected for the amount found due plus an equal amount as liquidated damages (ORS 279.356) . Contracting agencies also have the contractual authority to withhold payments due or to be due to the contractor or subcontractor in order to pay the unpaid prevailing wages directly to the worker (ORS 279.314) . Contractors and subcontractors who intentionally refuse to pay the Prevailing Wage Rate to workers employed on public works or to post the PWR on the job site may be determined to be ineligible to receive any public works contracts for a period of up to three years (ORS 279.361 ) . Workers employed by the contractor or subcontractors have a right of action against the surety of the prime conrractir for any unpaid prevailing wages . A list is kept of all contra tors, subcontractors, and other persons ineligible to receive public works contracts and subcontracts. When a contractor or subcontractor is a corporation, the individual officers and agents of the corporation can be debarred, in addition to the corporation. As a result, individuals who intentionally fail to pay or post the PWR are prevented from simply moving from one corporation to another. I 11 ) How much do I pay apprentices? To qualify as an apprentice, the worker must be registered in a bona fide apprenticeship program of the U.S. Department of Labor, Bureau of Apprenticeship and Training (BAT) or with any State Apprenticeship Agency recognized by BAT. The apprentice is to receive all fringe benefits and a percentage of the journeyman's wage rate; the appropriate percentage shall be determined by the apprenticeship committee. All other workers receive rates as published. 1 January 1988 Page 5 f C014MONLY ASKED QUESTIONS (Continued) 12) What records must I keep? For how long? Contractors and subcontractors are required to keep records necessary for determining if Prevailing Wage Rates were paid. These records must include the Payroll and Certified Statement Form (WH-38) as well as the following: The name and address of each employee; the work classification(s) of each employee; the rate(s) of wages and fringe benefits paid to each employee; the rate(s) of fringe benefit payments made in lieu of those required to be provided to each employee; total daily and weekly compensation paid to each employee; daily and weekly hours worked by each employee; apprenticeship and training agreements; any payroll and other such records pertaining to the employment of employees upon a public works contract. These need to be kept for a period of three (3) years from the completion of the public work contract. Records relating to public works contracts must be maintained separately from records relating to private projects/contracts. 13) What forms are public agencies required 'to file with the Bureau of Labor and Industries? Public agencies are required to prepare and file with the Commissioner of the Bureau of Labor and Industries a list of every public improvement that the agency intends to fund during the subsequent budget period (ORS 279.023[2]) . If, after the original filing, the agency plans additional public improvements, a revised list is to be submitted (OAR 839-16-008[2]) . The "Notice of Award of Public Works Ccntract" is to be filed with the Wage and Hour Division within 30 days of the date when a contract is +) awarded which requires the payment of Prevailing Wage Rates (i .e. , is regulated under ORS 279.348 to 279.365) . Copies of the 'Planned Public Impr,)vor*.ant. Summary" (Form No. WH-118) , the "Capital Improvement Project Cost Comparison Estimate" (WH-119) , and the "Notice of Award of Public Works Contract" (WH-81 ) can be found at the back of this booklet. 14) Does it contracting agency have any power to enforce payment of Prevailing Wage A.atr?s on its public works pro.iects? Yes . According to ORS 279.314, all public contracts for work or services must contain a clause or condition permitting the contractinq agency to pay a worker's past due wage claim, charging the payment against funds due or to become due to the contractor. Page 6 January 1988 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS ASBESTOS WORKERS DREDGING Including insulation of piping and other mechanical o Leverman-Hydraolic 18.52 5. 15 surfaces. o Leverman Orpper 19.28 5. 15 )15.40 $3.78 o Asst. Engineer (including: Watch BOILERMAKERS 19.67 4.50 Engineer, Welder Mechanic, Machinist) 17.93 5. 15 BRICKLAYERS/Stonemasons o Tenderman (Boatman, Attending Area 1 li'.88 3.58 Dredge Plan); Fireman 17.49 5. 15 o Assistant Mate Area 2 16.25 3.88 (Deckhand); Oiler 17.11 5.15 Area 1 ORYWALL/WETWALL Baker Hood River folk Wallowa o Drywall (Accoustical and Clackamas Malheur (a) Sherman Wasco (b) Drywall Applicator) 15.45 4.02 Clatsop Marion Tillamook Washing Columbia Marrow Umatilla Yamhillton o Wetwall (lather) 14.60 4.81 Gilliam Multnomah Union ELECTRICIANS Area 2 Area 1: Benton Douglas Josephine Linn o Electricians 16.A 2.90 Crook Grant Klamath Malheur (c) o Cable Splicers 17.97 2.97 Coos Harney Lake Wasco (d) Curry Jackson Lane Wheeler Area 2: Deschutes Jefferson Lincoln o Electricians 20.71 5.63 a) North half o Cable Splicers 21.15 5.66 b) North of the City of Maupin r,) South half Area 3: d) Including the City of Maupin and South - thereof o Electricians 16.00 4.83 CARPENTERS (see page Il) Area 4: CEMENT MASONS (see page 11) Where the cost of electrical work (labor and DIVERS b DIVERS' TENDERS material) is less than or equal to $100,000: o Electricians 16.50 2.92 o Divers 41.74 3.67 o Cable Splicer 18. 15 2.96 o Divers' Tenders 18.36 3.67 Where the cost of electrical work (labor and 9ept!r Pay and Enclosure Pay are added to the material) is more than 1100,000: Divers' 9asic Hourly Rate to obtain the Total Hourly Rate for the diver. o Electricians 18.00 2.96 o Cable Splicer 19.80 3.01 BASIC HOURLY HOURLY DIVERS' HOURLY + DEPTH + ENCLOSURE - TOTAL Area `j: RATE PAY PAY HOURLY PAY o Electricians 10.30 4.46 o Divers' Depth Pay o Cable Splicers 21.05 4.48 Depth of Dive Hourly Depth Pay Area 5: 50-100 ft ( tof.al ft- 50 x 11.00)/hr. o Electricians 16.75 4.00 100-150 ft 50 + ( total ft-100 x 1.50)/hr. o Cable Splicers 18.43 4.04 150-200 ft 1125 + ( total ft-150 x 2.00)/hr. f) Divers' Enclosure Pay(uorking without vertical Area 1 Area 2 Area 2(cont) Area 3--- escape) Malheur Baker Umatilla Coos O stance Travelled Gilliam Union Curry In the Enclosure _ Hourly Enclosure Pay Grant Wallowa Lincoln Morrow Wheeler Douglas (.i) 5 - 5C ft $ .50/hr Lane (a) 50 - 1D0 ftS 63/hr 100 - 150 ft SS 2.13/hr 150 - 200 ft 4.63/hr 200 - 300 ft124.63 4.63 + (I;total ft-200]x 1.20)/ hr .)5)/hr 100 - 450 ft 9.63 + (I'to:al ft••300 x . 10)/hr 450 - 600 ft + (',total ft.-450x January 1988 Page I lir w w w w aw ■ w w pr �► BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS i ELECTRICIANS (continued) LABORERS (see page 11) Area 4 Area 5 Area 6 LIMITED ENERGY ELECTRICIANS Benton Clackamas Harney May only be used for electrical work not Crook Clatsop Jackson exceeding 100 va: Deschutes Columbia Josephine Jefferson Hood River Klamath Area 1 9.50 2.28 !ane (b) Multnomah Like Area 2 9.95 1.53 Linn Sherman Docglas (b) Area 3 9.44 2.00 Aarion Ti I Ianr►ok ,Area 4 9.69 2.14 Polk Wasco Area 5 10.57 2.17 Yamhi11(c) Wrshin ton Area 6 9.55 2.28 Yamhill (d) Area 7 9.88 1.77 Area 8 9.40 2.18 k a) Those portions lying west of a line North Area 9 9.92 1.70 ' and South from the NE corner of Coos County Area 10 9.81 1.59 to the SE corner of Lincoln County Aroa 11 10.65 1.66 b) That portion lying east of a line running Area 12 12.78 1.69 North and South fran the NE corner of Coos Area 13 10.79 2.04 County to the SE corner of Lincoln County Area 14 10.54 1.84 c) South half d) North half Area 1 Clatsop, Columbia, Tillamook rF ea Clackamas, Multnomah Washington ELEVATOR CONSTRUCTORS rea 7 Marion, Folk, YamhiII rA"e`a Benton, Lincoln, Linn Area IX -3 Lane rF-ea b Douglas j o t"echanic 19.16 3.8i' + arF Q� Coos, Curry o Helper 13.41 3.81' + a rF ea H Jackson, Josephine o Probationary Helper 9.58 - AreaV Hood River, Sherman, Wasco rF ea 70 Cook, Deschutes, Jefferson Area 2reF a II Klamath, Lake reA-aT2Gilliam, Grant, Morrow, Umatilla, o Mecnanic 19.45 3.81 + a . Wheeler o Helper 13.62 3.88 + a Area 13 Baker, Union, Wallowa o Probationary Helper 9.13 - Fre-174 Harney, Malheur a) Plus 10.8% of basic hourly rate for LINE CONSTRUCTION employees with more than 5 years of service; 8.8% of basic hourly rate for 6 months Area 1 to 5 years of service. Zon2 1 (Bast Rate): croup 1 21.15 3.99 Area 1 Area 2 o Group 2 19.41 3.92 o Group 3 15.35 1.79 Unat'iIIa All o Group 4 16.56 3.13 Wallowa Remaining o Group 5 14.49 3.06 Union Counties o Group 6 13.63 3.03 Baker Zone Differential (Add to Zone 1 Rate) GLAZIERS Zone 2 2.40 Zone 3 3. 15 Area 1 17.17 3.08 Zone 4 3.90 Area 2 13.76 1.72 Zone 5 5.15 Area 1 Area 2 Group 3 rfceives Zone I Rate ONLY All Counties Malheur, (No tone Differential) t sept Malheur Area 2: 1P.ONWORKERS o ale Splicers 18.06 2.88 o Journeyman Lineman 16.42 2.82 o Structural, o Line Equip. Mech. Reinforcing, (Right-of-way) 15.55 2.79 Ornamental, o Line Equip. Oper. 14.81 2.77 Riggers, o Line Equip. Srvaman 14.57 2.16 Fence Erectors, o Groundman 11.55 2.65 i Signal Men 18.26 5.46 a January 1988 , ape 8 .�M- BASIC �•+• HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE FENEFITS LINE C04STkNXTION (continued) PLASTERERS Ai-ea 1 Area 1 16.85 4.02 --A7 counties except Malheur County Area 2 15.93 4.i5 Zone 1: 0 to 3 miles from the geographical Area 1 Area i(cont) Area 1(cont) Area 2 center of Medford and Portland Zone 2_ 0 to 20 miles from the geographical Benton Deschutes Lincoln (b) All center of Astoria, Baker, Burns, Bend, Coos Harney Linn (b) remaining Corvallis, Eugene, Klamath Falls, Crook Jefferson Wasco (b) counties Lakeview, Longview, Pendleton, Salem, Curry Klamath (a) Wheeler, (b) Roseburg The Dalle�s, Umatilla (NOTE: Douglas Lane for P(.%rtfand and Medford, Zone 2 is 3 to 20 miles) a) Northern one-third b) South half Zone 3: 20 to 35 miles radius ons 35 to SO miles radius FLUISERS b STEAMFITTERS/PIPEFITTERS Zone7T over 50 miles radius Area 1 (Both) 18.60 4.65 Group 1 Grvu2 Area 2 (Both) 21.15 4.91 Area 3 (Both) Cable Splicers Certified Lineman welder -on projects less than 20 000 sq. ft. leadman Pole Heavy Line Equipment Kan 13.70 3.93 Sprayer Lineman -on all other projects Pole Sprayer 17.00 4.00 Group 3 Group 4 Area 1 Area 2 Area 3 T;,ee Trimmer Line Equipment Man Baker Grant (b) All remaining cotinties Harney (a) Morrow qmup2li GrouL_6 Malheur Umatilla Wallowa Head Groundman Grournd;mn Union Jackhammer Man ( a) Except Northwest Portion Powderman b) Except Southwest Corner Area 2 POWER EQUIP_MFiT urE.".+TnoS (see page 11) Malheur County ROOFERS MARBLE SETTERS (Includes Granite) Area 1: Area 1 18.88 3.58 o Roofers 14.85 3.70 o Handling coal tar Area 1 pitch 16.34 3.70 AaTe-r Hoed River Sherman Wallowa Clackamas Malheur (a) 7111airmic Wasco (b) Area 2: ClatsoiMorrow UPP)n wasiington o Roofers 14.75 2.22 Colombia Multnomah UnatiiIa Yam1hill (a) o Application or removal Gilliam of coal tar products 16.15 2.22 a) North half Area 3: b) North of the City of Maupin o Roofers 12.15 2.10 o Irritat. Material 14,25 2.70 PAINTERS 9 JRYWIALL TAPERS `- - Area 4• Area 1 o Roofers 14.15 3.10 o Painter b Orywall Tapers 12.02 2.01 o Handling 'rritating Materials 16.75 3.10 Area 2 o Brush 13.21 3.26 Area 5: o Spray, sandblr,sting, other o Roofers 17.38 2.55 pressure blasting over o Handling Irritating 3000 psi, and Materials 20.38 2.55 steam cleaning 13.71 3.26 o �M ll covering including: Area 1 Area 1(cort) Area 2 Area 2(cont) paper hanging, gilding, and mural painting9 1:3.71 3.26 Baker Multnomah Benton Klamath o Bridges or Over 50' CIeckamas Sherman Coos Lake -Brush 1:3.95 3.26 Clatsop Tillamook Crook Lane -Spray 14.46 3.26 Columbia Wasco Curry Lincoln o Uryw�all Tapers 15.48 4.05 Jefferson Washington Deschutes Linn Gilliam Wheeler Douglas Marion Area 1 Area 2 Grant Harney Polk ! lleur County Remaining Counties Hood River Jackson YamhiII Josephine January 1 Page 9 �1nr I® I■i a s e� ■� ® � l� >- BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS ROOFERS (continued) TENDERS TO PLASTERERS Area 3 Area 4 Area 5 o Where the cost of the plastering work (labor Ra-Me-ue r 95iml I rrow and material) is less, than $200,000: Union Wallowa 12.05 3.65 SHEETMETAL WORKERS o Where the cost of the plastering work (labor and material) is more than $200,000: Area 1 Building Trades Journeyman 16.55 4.46 13.56 3.65 Architectural (a) Journeyman 14.43 3.76 TILE SETTEkS Area 2 16.40 3.01 Area 3 18.36 4.09 Area 1 17.10 3.55 Area 4 15.98 2.70 Area 5 16.13 2.70 Area 2 16.05 2.65 Area 1 Area 1 Area l(cont) Area 2 Area ?.(cont) Benton Gilliam Linn Tillamc+ok Baker Polk Benton Josephine Clackamas Grant Marion Wasco Clackamas Sherman Coos Klamath Clatsop Harney Multnomah Washington Clatsop Tillamook Crook Lake Columbia Hood River Polk Wheeler Columbla Umatilla burry Lane Crook Jefferson Sherman YamhiII Gilliam ;Inion Deschutes Lincoln Oeschutes Lincoln Hood River Wallowa Cbuglas Linn Malheur(a) Wa:.co !b) Grant Malheur (c) Area 2 Area 3 va 4 Area 5 Marion Washington Harney Wasco (d) 9aTe rrow Coos- ug-Tas Morrow YamhiI Jackson Wheeler halheur Umatilla Curry Klamath Multnomah Jefferson Union Lane (b) Lake Wallowa Lane (c) a) North half c) South half Jackson bl North of Maupin d) Maupin and south thereof Josephine TILE b TERR4ZZO HELFERS a) Architectural work is a job-site ex.erier work only on gutters downspouts, scuppers, con- Area 1 13.32 2.20 ductor heads, flashing, metal roofing and siding, including job-site rolformed, decking, louvers, gravity type ventilators, facia, soffits window Area 1 wall, column covers, pre-engineered metal buildings and sandwich type wall systems such Baker Hood River Sherman Wallowa as Alucobond, Robertson, Molenco or Inryco. Clackamas Malheur (a) Tillamook Wasco (b) Clatsop Morrow uN tilla Washington h) West of Coast Range c) East of Coast Range Colrmbia Multnomah Union Yamhill (a) Gilliam SOFT FLOOR LAYERS a) North half b) North of Maupin Area 1 15.01 3.30 + b Area 2 12.99 2.01 TRUCK DRIVERS (see Page 11) li plus 4% of basic hourly rate for employees WELDERS: RIGGERS with less than ons., year of service, 6% for those with more than one year. Receive rate for craft performing operation to which welding and rigging are incidental. Area 1 - All counties except Malheur County Areal - Malheur County SPRINKI.ER FITTFRS 20.30 3.55 TENDERS TO FWSAN TRADES Tenders for Bricklayers, Tile Setters, Marble Setters and Terrazzo Workers; Topping for Cement Finishers and Morter Mixers. - 'Jhpee the cost of brick and block masonry w,ril ,labor and material) is less than 1200,000 (this rate not applicable to r',re brick, refractory material, cleaning. pointing, caulking or restoration work): 12.05 3.65 o All Other Work 14.05 3.65 January 1988 Page 10 I 1 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS RAGES RATE BENEFITS CARPENTERS, CEMENT MASONS, LABORERS, POWER CARPENTERS (See preceding column for description ECXJIPMENT OPERATORS and TRUCK DRIVERS of when the lower rates may be used) Under the following circumstances a rate lower LESS THAN then the basic hourly rate may be used for 100% _ 100% these five trades: Zone 1 (Base Rate):* The lower rate applies to all pubii,; works n Group 1 14.04 17.02 3.67 projects of less than $1.0 million. The iower u Group 2 14.16 17.17 3.67 rate also Blies to projects under $1.5 million o Group 3 14.24 17.27 3.67 involving the construction, reconstruction, maj3r o Group 4 14.36 17.42 3.67 renovation or painting of buildings, bridges or o Group 5 14.12 17.12 3.67 docks. (When the amount is between $1 0 and $1.5 o Group 6 14.20 17.22 3.67 million the work done on a building, bridge or dock must constitute at least 20% of the total *NOTE: Zone rates for Carpenter Groups 1 and 2 project price to use the lower rates.) In are listed in the preceding column. determining the $1.5 million figure c<i not Zone rates for Carpenter Groups 3 include the cost of uiAerground utilities-71.0., through 6 are listed below. the amount of the contract dedicated t.a facilities for electricity, water, gas sewerage including Zone Oifferential for Groups 3 through 6 Only storm water, and communications) which are five (Add to Zone 1 Rate) feet or more outside of and away from the building, bridge or dock and are subordinate and Zone 2 .85 incidental to the major purpose of the project. 'Zone 3 1.25 Zone 4 1.70 NOTE: In determining whether or not the lower Zone 5 1.95 iates are applicable, consider the total Zone 6 2.80 project cost, and not the cost of any individual contract (or schedule) within Zones for Groups 3, 4, 5 and 6 Carpenters are that project. determined b the distance between the project site and either 1) the worker's residence or 2) City Hall of a reference city for the ZONE RATES AND DESCRIPTIONS appropriate group shown below, whichever is Zone Differential for Carpenters (Groups l andand Zone 1: 0-30 miles. 2 only). Laborers, Power qui4mment �!ra- ors onrt : 30-40 miles. aniuck rivers - 7-orie-- 40-50 miles. ane . 50-60 miles. (Add to Zone 1 Rate) Tone 57 60-70 miles. ons Over 70 miles. Zone 2 .65 Zone 3 1.15 Cities for Groins 3 and 4 Zone 4 1.70 Zone 5 2.75 Corvallis Longview North Bend The Dalles Zone 1: Projects within 30 miles of City Hall Eugene Med ford Portland in the Cities listed below. Cities for Gross 5 and 6 Zone 2: More than 30 miles but less than 40 �- miles. Astoria Eugene Newport Salem Zone 3: More than 40 miles but less than 50 Bend Klamath Falls Portland The Dalles -- miles. Coos Bay Medford Roseburg Zone 4: More than 50 miles but less than 80 miles. Group I Group-2 Zone 5: More than 80 miles. Auto. Nailing Machine Floor Layers b Finishers Cities Carpenters Stationary Power Saw Form Stripper 0 rators Albany Eugene Longview Portland Manhole Builders Wall b Ceiling Insulators Astoria Goldendale Madras Port Orford Baker Grant$ Pass Medford Reedsport Group 3 Group 4 Rend Hermiston McMinnville Roseburg Brookings Hood River Newport Salem Millwrights Certified Welders Burns Klamath Falls Oregon City The Dalles Machine Erectors cols Bay LaGrande Ontario TiIIamDok Corvallis Lakeview Pendleton Group 5 Group 6 Bridge, Dock b Wharf Boom Men Builders P 11 edri vermen January 1180 Page 11 I BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFI'"S TRADES RATE BENEFITS CEMENT MASH I LABORERS (continued) LESS THAN Group I 100% 100% Asphalt Plant Laborers General Laborer Zone I (Base Rate): Asphalt Spreaaers Guardrail, Median o Cement Masons 13.35 16.19 4.72 Batch Weighman Rail (c) Broomers Leverman or Aggregate o Composition Workers (includes installation Brush Burners/Cutters Spreader (d) of epoxy b other resinous toppings), and Carpenter Tender Material Yard Man (e) Power Mach. Oper. Car b Truck Loaders Powderman Tender 13.61 16.51 4.72 Change-iouse Man Railroad Track Laborers Choke Setter Ribbon Setters (f) Zone Differential for Cement Masons Chipper Operator (a) Rip Rap Man (Hand (Add to Zone 1 Rate) Clean-up Laborers Placed) Concrete Laborers Road Pump Tender Zone 2 .65 Culvert (hand labor) Sewer Laborer Zone 3 1.15 Curing, concrete Signalman Zone 4 1.70 Demolition, wrecking Skipman Zone 5 2.75 and moving Slopers Driller Tender Sprayman Zone 1: Pro'ects within 30 miles of City Hall Ory-shack Man Stake Chaser in the cities listed below. Dumpers, road oiling Stockpiler Zone 2: More than 30 miles but less than 400 crew Timber Faller/Bucker miles. Oump, n for grading (Hand labor) Zone, 3: More than 40 miles but less than 50 crew Toolroom Man (Job site) miles. Elevator Feeders Tunnel Bull Gang Zone 4: More than 5C miles but less than BO Fine Graders (Above Ground) miles. Fire Watch Weight-flan-Crusher (g) Zone 5: More than 80 miles. Form Strippers (b) Cities a) Pittsburg or similar types b) Not swinging stages Astoria Eugene Newport Roseburg c) Reference Post, guide Post, or Bend Klamath Falls Pasco SalemRight-of Wa,4 Marler Coos Bay Lnngview Pendleton Tht Dalles d) Flaherty, Loadin( Spotters or similar types Corvallis Medford Portland Vancouver e) Including electtr cal f) Including steel forms Af3oRER51 g) Aggregatewhen used LESS THAN Group 2 _100% 100% Applicators (a) Gunite or Pot Tender Zone I (Base Rate):2 Brush Cutters (b) Handlers/Mixers ( f) o Group 1* 10.67 111.84 4.65 Burners Post Hole Digger, Air, o Group 2 10.95 13.19 4.65 Choker Splicer gas or electric o Group 3 11.19 13.49 4.65 Clary Power 5 reader(c) Power Tool Operators (g) o Group 4 11.39 .1.74 4.65 j Clean-up Nozzleman Sand Blasting (we'.) o Group 5 8.00 8.00 4.65 Green Cutter (d) Stake Setter Concrete Power Buggyman Tampers Crusher Feede,� Tunnel Muckers/Braikeman/ Demo lition/Wrecking (e) Concrete Crew/Bull *Group I Laborers who 8.76 4.65 Grade Checker Gang (underground) meet the following Granite Nozzleman description only: Tender Group I Laborers (not involved in the a) Including Pot Tender for same, applying pouring of concrete) on projects of less protective material by hand or nozzle on than 51.0 million involving the con- utility lines or storage tanks on project struction, -.,;onstruction, major renovation b) Power saw or painting buildings. (The work done on c) And similar types a building must cons i ute at least 20% of d) Concrete, rock, etc. the total project price to use this rate.) e) Charred Materials In determining the $1.0 million figure, do f) Of all materials of an irritating nature not include the cost of underground including cement and lime utilities (i.e. the amount of the contract g) Includes, but not limited to: Dry Pack dedicated to facilities for electricity, Machine, Jackhammer, Chipping Guns, Paving Ovate-, gas, sewerage including storm water, Breakers, Vibrators (less than 4" diameter) and communications) which are flve feet or more outside of and away from the building and are subordinate and incidental to the major purpose of the project. 1 See page II for description of when rates less than 100% mey be used 2 See page Il for zone rates and descriptions January 1980 Page 12 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES _ RATE _BENEFITS TRADES RATE BENEFITS LABORERS (continued) POWER EQUIPMENT OPERATORS (continued) Group 3 Group 1 Asbestos Removal Power Saw Operators (d) Assistant Conveyor Partsman (tool room) Asphalt Rakers Punperete Nozzleman Operator Pump Operator (a) Bit Grinder Sand Blasting (dry) Brakeman/Switchman Oiler (b) Concrete Saw Operator Sewer Pipe Layers Crusher Feederman Scaffo.ding Operator (c) Drill Doctor Sewer Iimberman Oeckhand Switchman Drill Operators (a) Track Liners (e) Guardrail Punch Oiler Gunite Nozzleman Tugger Operator High Scales, Tunnel-Chuck Tenders, a) Under 4 inches Strippers, Drillers(b) Nippers, Timberman b) Including Plant, Crane, Crusher, Guardrail Laser Beam (c) vibrator (4" and larger) Equipment, and Trenching Machine Manhole Builder Water Blaster c) Self-propelled Powdermen Welder a) Air Tracks, Cat Drills, Wagon Drills, Group 2 Rubber-mounted drills, and other similar A-Frame Truck Helicopter Radioman types Operator (a) (Ground) b) Covers work in Swinging Stages, chairs Auger Oiler (f) or belts under extreme conditions unusual Blade Operator (b) Roller Operator (g) to normal drilling, blasting, barring-down, Boatman Tar Pot Fireman (h) or sloping and stripping Crane Fireman (c) Temporary Heating Plant c) Pipe laying, applicable whenemployee Driller Tender Oporator assigned to move, set up, align Laser Beam. Fork Lift or Lumber Truck Crane Oiler/ d) Bucking and failing Stacker (d) Driver (i) e) Anchor Machines, Ballast Regulators, Grade Checker Tugger or Coffin type Multiple Tanpers, Power Jacks Grade Oiler (e) Waist Operator Heavy Duty Repairman Welder's Tender Group 4 Tender Laser Beam (Tunnel), applicablewhen employee a) Single drum assigned to ,rove, set-up, align laser beam b) Pulled type Tunnel Miners c) All equipment except floating Tunnel Powdermai d) On job site e) Required to check grade Group 5 f) Including combination guardrail machines Fence Builder h) Incdluding oing of' wer agitatedse rock ttypehalt) Flagger i! ton capacity and over type Landscaping or planting laborer POWER EQUIPMENT OPERATOR51 Gmup 3 Air Filtration Hydrographic Seeder LESS THAN Equipment Machine (e) 100% 100% Asphalt Plant Fireman Hydrostatic Pump Ballast Jack Tamper Mixer Box Operator (f) Zone 1 (Base Rate):2 Bell Boy, Phonis, etc Motorman o Group 1 12.79 15.99 4.67 Broom Operator (a) Pug ill Operator o Group 2 12.94 16.17 4.67 Bucket Elevator (any type) o Group 3 13.06 16.33 4.67 Loader (b) Pimp Operator (g) o Group 4 13.22 16.53 4.67 Cement Hog Ross Carrier Operator (h) o Group 5 13.26 16.57 4.67 Compressor Operator (c) Tamping Machine (i) o Group 6 13.34 16.68 4.67 Concrete Saw and Truck-mounted Asphalt ,:) Group 7 13.40 16.75 4.67 Concrete Curing Spreader (with screed) o Group 8 13.51 16.89 4.67 Machine (d) Welding Machine Operator o Group 9 13.56 11.98 4.67 Conveyor Operator Wire Mat or Brooming o Group 10 13.65 17 06 4.67 Hydraulic Pipe Press Machine Operator o Group 11 13.66 17.08 4.67 o Group 12 13.74 17. 18 4.67 a) Self-propelled on jab site o Group 13 13.82 17.28 4.67 b) Barber Grrene and similar type o Group 14 14.02 17.52 4.67 c) Any power, under 1250 cubic feet total o Group 15 14. 17 17 11 4.67 capacity o Group 16 14.37 17.96 4.67 d) Riding type o Group 17 14.53 18.16 4.67 e) Straw, pulp or seed o Group 18 14.73 18.41 4.67 f) C.T.B. Orybatch, etc. o Group 19 14.87 18.59 4.67 q) Any power, 4 inches arnd over Fi) On job site i) Mechanical self-propelled 1 See page 11 for description of when rates less than 100% may be used 2 See page 11 for zone rates and descr ptions January 1980 Page 13 ger � tlrtr e[ a� � ter � tis erx � BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS POWER EQUIPMENT OPERATORS (continued) POWER EQUIPMENT CPERATORS (continued) Group 4 Group 1 Combination Mixer 6 Helicopter Hoist Operator A-Frame Truck (a) Grouting Machine Compressor (a) Hydra Hammer or similar Ballast Regulator Hydraulic Backhoe (e) Campactor, including types Ballast Tamper (b) Locomotive, 40 tons b Vibratory Locomotive, under 40 tons Beltcrete over Compressor (Any Lull HI-Lift Operator (d) Boom Truck Pot Rammer Power (b) Pavement Breaker Churn Drill/ Earth Pumperete Operator (any Concrete Mixer P,rrp Operator (e) Boring Machine type) Operator (c) Roller Operator, Oiling Concrete Mixer (c) Roller (any asphalt mix) Floating Equipment C.T.B. Concrete Pimp Shuttle Car Fireman Screed Operator Elevating Grader (d) Tie Spacer Fork Lift, over 5 ton Service Oiler (Greaser) Fuller-Kenyon and Tower Mobile Operator similar Track Liner a) Gunnite work b) Over 1,250 cu. ft. total capacity a) Double drum c) Single drum, under five bag capacity b) Multiple purpose d) Or similar type c) Single drum, five bag capacity and over e) More than 5 (any size) d) Tractor towed requiring operator or grader e) wheel type 3/8 cu. yds. and under with or Group 5 without front end attachment 2 1/2 cu. yds. and under (Ford, John Deere, Case type) Chip Spreading Machine Pulva Mixer or similar Operator, types Group 8 Concrete Batch Plant Slip Form Pumps power Quality Control driven hydraulic Asphalt Paver Operator Diesel-Electric Operator lifting device for Batch Plant and/or Engineer (c) Elevator Operator concrete forms wet-nix (a) Generator Operator Extrusion Machine Sweeper, Wayne type (b) Belt Loader (b) Hoist, singe drum Tractor (c) Lime Spreading (a) Trenching Machine (d) a) One and two drum Power Jumbo, setting Wagner Pactor (e) b) Kolman and Ko Cal types slip forms, etc. in c) Plant, Crusher, Generator, Floating tunnels. G-roa,� i a) On job site b) Self-propelled on ,job site Asphalt Plant Operator Guardrail p,;nrh ,;od r_) Rubber-tired 50 H.P. flywheel and under Bolt-Threading Machine Auger A d) Maximum digging capacity 3 ft. depth Boom-Ty;e Lifting H.D. Mechanic and welder e) Or similar type without blade Devici (a) Hammer Operator Boring Machine Hydraulic: Backhoe (e) Group 6 Bulldozer Lift Slab Machine Cherry Picker (a)(b) Loader (f) Asphalt Burner and Concrete Spreader Chicago Boom (c) Machine Tool Operator Reconditioner Curb Machine (b) Compactor with Blade Pipe Cleaning, Doping, Cast-In Place Pipe Loaders (c) Conrrete Cooling Bendinq and wrapping Laying Machine Ma Innis Internal Full Lachine Machines Concrete Finishing Slab Vibrator Crusher Plant Operator Side-boom Cat machine (A) Pavement Grinder and/or Drill Cat Operator Stationary Drag Scraper Concrete Joint Machine Grooving Machine (d) Drill Doctor Surface Heater and Planer Concrete Paving Machine Rock Spreaders (e) Drill Doctor (Bit Tractor (gg) Concrete Planer Grinder) Tractor (h) Grizzly Crusher Trench Machine (i) a) Clary, Johnson, Bidwell, Burgess, Bridges Deck or similar type a) 5 ton capacity or less b) Mechanical Berm, Curb and/or Gutter b) Or similar type crane-hoist c) Rubber-tired type, 2 1/2 cu. yds. and under c) And similar types .. d) Riding type d) All types P) Self-propelled e) Track type 3/8 cu. yds. f) Front end and overhead, 2 1/2 cu. yds. and under 4 cu. yds. g) With boom attachments h) Rubber-tired over 50 H.P. flywheel i) Maximm digging capacity over 3 ft. depth II January 1984 Page 14 MM'W MIMI BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE. BENEFITS POWER E �MENT OPERATORS (continued) POWER EQUIPMENT OPERATORS (continued) Group 10 Group 14 Barge Operator, Compactor, multi-engine self-loading Dozers and Pushers (c) Rubber-tired Scraper (a) Bulldozer (a) Driller (d) Tower Crane Operator Cable Plow (any type) Jack Operator/Elevating Combination H.D. Barges a) With Tandem 'Scrapers self-loading, Paddle Mechanic-Welder (b) Wheel, Auger type, finish and/or 2 or more units a) Twin engine (TC 12 and similar) b) With dispatcher and/or required to do both Group ,!5 c) Rubber-tired (Michigan, Cat, Hough type) d) Percussion, Diamond, Core, Cable, Rot," Loader, 4 cu. yd!:., but less than 6 cu. yds. and similar type Rock Haund Operai:or Group 11 Group 16 Clamshell,Hoe, etc.(a) Dragline Autograder or Floating Crane (Derrick Combinat kn Guardrail Grade-Ails (a) "Trimmer" Barge) (c) Machines (b) Mixer Mobile Automatic Concrete Loader (d) Concrete Breaker Mucking Machine (tunnel) Slip Form Paver Rubber-tired Scraper (e) Crane Operator N) Shovel Cableway (a) Shovel (f) Concrete Canal Line Tandem Bulldozer (g) a) Under 1 cu. yd. Crane (b) Wheel Excavator (h) b) i.e., Punch, Auger, etc. Floating Cl"hell, Whiriey, 80 ton and under c) 25 tons and under etc., 3 cu. yds. and over Group 12 a) 25 :ons and over Batch Plant and/car Paddle Wheel, Auger Type b) Over 40 ton and including 100 ton Wet Mix (a) Piledriver (not crane c) 30 i.on but less than 80 ton Blade Mounted type) d) 6 cu. yds., but less than 12 cu. yds. Spreaders ( b) Reinforced Tank Banding e) With Tandem Scrapers, multi-engine Blaae Operator Machine (K-17 or f) 3cu. Yds., but less than 5 cu. yds. Elevatiny Loader (c) sirnilar) gg) Quacl-nine and similar Hoist, two or more Rubber-tired Scraper (d) h) Under 750 cu. yds. per hour drums Shield Operator Single Scraper (e) Group 17. a) 3 units or more Canal Trimmer Loader (c) b) Ulrich and similar types Crane (a) Shovel, etc. (d) c) Athey and similar Floating Crane (b) 1�nirley (e) d) Single and twin engine e) With Push-pull attachments, self loader a) Over 100 ton and including 200 tion Group 13 b) Derrick Barge, 80 ton, but less than 150 ton c) 12 cu. yds. and over d) 5 cu. yds. and over Back Filling Machine Derrick, under 100 tons e) Over 80 ton and including 150 tan Blade (a) Elevat'ng Grader (e) Blade, multi-engine Floating Clamshell,etc.(f) Group 18 Blade Operator, finish Floating Crane (g) Bridge Crane Grade-all, 1 cu. yd. Band Wagons (a) Wheel Excavator (d) Operator (b) and over Crane (b) Whirley (e) Cableway Operator (c) Hoist (h) Floating Crane (c) Concrete Paving Road Piledriver operator Mixer Shovel, etc (1) a) In conjunction with Wheel Excavator Crane (d) b) Over 20(1 ton c) 150 ton but less than 250 ton a) Externally controlled by electronic, d) Over 200 ton mechanical hydraulic manes e) 150 ton and over b) Locomotive Crane, Gantry and Overhead c) 25 ton and over Group 19 d) over 25 ton and including 40 tons e) Operated by Tractor Operator, Sierra, Eculid, Floating Crane (a) Remote Controlled Earth or similar Helicopter (b) Moving Equipment f) Under 3 cu. yds. Under Water Equioment (c) g) Derrick Barge, less than 30 ton h) Stiff Leg, Guy Derri( or similar, 50 tons a) 250 ton and over and over b) When used in erecting work i) 1 cu. yd. and less than 3 cu. yds. c) Remote or otherwise January 1988 Page 15 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS TRUCK DRIVERS' I TRUCK DRIVERS (Continued) LESc TMN I Lumber Carrier Driver-SIL. -Idle , A) 100% Carrier-used In loading, un,oadinq and transportation of material on job 4 Zone 1 (Base Rate):2 site. . . . . . . . . . . . . . . . . . . . o G-oup 1 12.59 15.23 4.70 o :.roup 2 12.63 15.28 4.70 Oii Distributor Driver or LevErman. 4 o Group 3 12.67 15.33 4.70 1 o Group 4 12.71 15.38 '4.10 Pilot Car . . . . . . . . . . . . . . . . . o Group 5 12.75 15.43 4.70 o Group 6 12.83 15.53 4.70 Slurry Truck Driver or Leverman 3 o Group 7 12,91 15.63 4.70 o Group 8 12.99 15.73 4.70 Solo F1, . Def, and MISC. Body Trucks- l o Group 9 13.07 15.83 4.70 0-10 tons . . . . . . . . . . . . . . . . . o Group 10 13.21 16.00 4.10 o Croup 11 13.29 16.10 4.70 Transit Mix and Met or Dry Mix Trucks: I o Group 12 13.37 16.20 4.70 5 cu. yds. and under . . . . . . . . o Group 13 13.45 16.30 4..70 Over 5 cu. yds. and Inc. 7 cu. yds 5 o Group 14 13.53 16.40 4.70 Over 7 cu, yds. and Inc. 9 cu. yds 6 Over, 9 cu. yds. and Inc. 11 cu. yds. . . 7 Work Group Over 11 cu. yds. and Inc. 13 cu. yds 8 Aver 13 cu. yds, ane+ Inc. 15 cu. yds 9 A-Frame or Hydra-lift Truck w/load 2 bearing surface. . . . . . . . . . . . . 2 Team Drivers. . . . . . . . . . . . . Battey Rebuilder . . . . . . . . . . . . . 1 Tireman, full-time basis. . . . . . . . . . 3 Bus o• Man--Haul Driver. . . . . . . . . . . 1 Truck Helper. . . . . . . . . . . . . . . . i �oncriate Buggies (Power operated) . . . . . 1 Truck Mecnanic-Welder-Body Repairrwn. . . 6 Drive-s and He'pers hanoiing Sacked Truck Mechanic Helper . . . . . . . . . . . 1 rernen t--add 150 per hour Water Wa4lons (Rated Capacity) up to: 1 Jump frucks, Side, End and Bottom 1600 gallons . . . . . . . . . . . . OLFTS, including Semi-Trucks and 1G00 to 3000 gallons A trains or combinations thereof: 3000 to V911allons lons 6 6 cu. yds. and under . . . . . . . 1 5000 '� lons . . . . . . . . . .Over 6 cu. yds. and inc. 10 cu. yds 3 7000 to . . . . . , . . . 7 over 10 cu. yds. and inc. 20 cu. yds 6 10,000 to 5,000 gallons . . . . . . . . 8 over 20 cu. yds. and inc. 3r cu. yds 7 over 30 cu. yds. and inc. 40 cu. yds 8 Minch Truck-takes classification of over 40 cu. yds. and inc. 50 cu. girds 9 truck on which winch is mounted Cver 50 Lu. yds. and inc. 60 cu. ;Ids 10 ovor 60 c.o. yds. and inc. 70 cu. ;fds 11 over 70 cu, yds. and inc. 80 cu. yds 12 over BO cu. yds. and inc. 90 cu. yds 13 Over 90 cu. yds. and inc. 100 cu. yds. 14 Currpsters or Sim,lar Equipnent-all sizes . . . . . . . . . . . . . . . . . . 5 Flaherty Spreader Driver or Leverndn. . . . 4 Lift Jitneys, Fork Lifts--ail s' es--used i,; loading, unloading 6 transpo, :i.ig material an ,lob site. . . . . . . . . . . . 1 Loader and/or Leverman on Concrete Dry Batch Plant, manurlly operated. . . . . . . 1 Low Bed Equipment, Fiat Bed Sdni- Truck ind Trailer or Doubles trans- porting rans- porting equ i f-iont or wet or dry 4 materials . . . . . . . . . . . . . . . . . Lubrication Man, Fuel Truck Driver, Driver, Tireman, Wash Rack, Steam cleaner or combination. . . . . . . . . . . 2 1 See page 11 for description of whoa rates less than 100% may be used. 2 See page it for zone rates *ted descriptions. January 198:1 Page 16 WXWUN C I I I C r C Q 2 2 G L.W v L.m = O s 4ACV w V ` W U I H :, �p cr c moo LH dC W 61 61 r7 O UVI O I•- u rn U;`� a f. �� C L N W U W p� —_ I O C Il 0 W I QIn< CK O 1 Z x u QUI Li < 1 W az - K - d W OR= _o �slc N � W.( t-, ~Ht WC � �d N �I H QI ^ r L S 61 w Q 2 N .] o 40 a < ut Q O � O � CI •� L J �- 4 n �' O, Q O Z N < 41 H ~ O W A rY L y C � � C V N L O L I O 15 8G 10 0 q O In V L 1 O N O •N O v+ O vl ,L, O C ch O H L L L 24 Q o�.cru LL s.. � �_ me N ZD 1 N y CL � C L)v ,. NOIldW3X3 N N a V 1... O O L Na yJ U W I K�nW o C Im z vi O S I 4 1 L lu r „ S 2 I I 3 2 rte. . CL: _ p N C: I ( I I L R C w 0 a N cc V q n d f N+ q L ✓ L D C C O•- n V aN . R .T• .O.r d t�• 0- Y c. z of N C c n c C.0 O U -� I W T p G1 :J n N✓ K r- I 4,U 7 7 CL O i' w q N w ✓ V Y ~ v'r V W V Y O g q j Q •✓ C✓ n ^�+ O✓ J I +• �^ L. 0 V Y O q q x ✓ ` L vp K T N V✓ O J CL-w F Y q a r C q O. 0 o Y u u N G N a✓ N o c i �.- Y a o � Y u N > uc^r owc� Y L K LCL. q@1 O S 11 V✓ n✓ O C.0 o. a e E R Y 7✓.rC. I ✓ e ✓ V w K 0+w L U O E n• t .Z.• L •id V d C �• V 1� C ✓ C �• L O x N O E^ ✓ V q N C W d q O w {r o L w •-f. (z T c CK C L N ✓ i ✓ < N V r. ✓ S c w q N N R V V V W C n '.- ✓ u a C w _U V N L�L+G W C t N C ur V C EW a✓ qSn .� � '� r •" o e� z .+ a .. v v _m _ c o � "✓c�m� o Y v�u ;, 1.2 V L^ ^ Q••c-• L V t^ C > •+ O U10" L Y R L 2 0 0 '�-�Z V✓ V� C N V C L � � 6• •+ q N CY uWS cy rYoa EL V^.0OO cL. o . aa✓ tu$ y•. wEt ago'a-% w=r•. 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L ^ •O VT q w C►- 1, C N N C I w C•+ O C V O V V N {11 [ppI G 3 a,C •e > O 7 R T V q l .+ ✓ L N.+ L N p1 d O� T Cl O ✓ N V w N C 7 O L r U C V O L Cl O V " a •, ar L 7 q V Y C yy V •- y O L r7 C_n 7 6 N R N V r T L O C� V O L C O a n q u q U q L T O u E C O E O V I L q u r L r V T a C u n N L n 0 q Y w 41 y t1 d D I-L O I L N V N T L ^ O L ° Q r - I I Z u 'o' 7t L E I •Ce n v ,•, G v V a Cr ../ O. 1 O r-• I I I ` U Y. C ►G• C L 1V. e-=- q f! O V Y I I IL v e m r U I T O 9 r V L y CS C v J y K • o Imo- q fie•- Lf ub o �d • o oar = V E BUREAU OF LABOR AND INDUSTRIES - WAGE AND HOUR DIVISION INSTRUCTIONS FOR COMPLETING PAYROLL AND CERTIFIED STATEMENT FORM, WH-38 (Rev 3/84) General : This form meets needs resulting from the 1983 amendments to the relT vaiTing Wage Rate Law. Under this amended law, the contractor is required to pay not less than fringe benefits as predetermined by the Bureau of Labor and Industries, in addition to payment of not less than the predetermined rates. The contractor's obligation to pay fringe benefits may be met either by payment of the fringes to the varior-; plans, funds, or programs or by making these payvilents to the employees as cash in lieu of fringes. This form provides for the contractor's showing of the payroll and all monies paid to the employees, whether as basic rates or as cash in lieu of fringes and provides for th,� contractor's representation in the certified statement that he/she is payin, to others fringes required by the, contract and not paid as cash in lieu of frin,es. Detailed instructions concerning the preparation of the form follow: Fill in all boxes at top of form. Be sure to enter the date the contract was first advertised for bid by the contracting agency. This date should appear on the bid documents. Column 1 - Name, Address, and Social Security number of Employee: The employee's full name must be shown on each payroll -submitted. she employee's address must also oe shown on the first payroll submitted. The address need not be shown on subsequent payrolls unless the address changes. Although not required, space is available in the name and address section so that Social Security numbers may be listed. Column 2 - Withholding Exemptions: This column is merely inserted for the employer's convenience and is not a requirement. Column 3 - 'Work Classifications: List classification descriptive of work actually per— o�rmed—by employees. Inlude group number when appropriate. Consult classifications and minimum wage schedule set forth in contract specifications. If additional classifications are deemed necessary, see Contracting Officer or Agency representative. Employee may be sriown as having worked in more than one classification provided accurate breakdown of hours so worked is maintained and shown on submitted payroll by use of separate line entries. Column 4 - Hours Worked: Entir as overtime hours all hours worked in Excess of 8 hours per 4ay, all hours worked on Saturday and Sunday and hours worked on legal holidays as defined in (IRS 279.334. Column 5 - Total : Self.-explanatory. Column 6 - Rate of Pay , including Fringe Benefits: In straight time box, list actual hourly rate paid the employee for straight time worked plus any cash in lieu of fringes paid the employee. When recording the straight time hourly rate, any cash paid in lieu of fringes may be shown separately from the basic rate, thus f1?..50/2.35. This is of assistance in correctly computing overtire. See "Fringe Benefits" below. Pavme:,,t or not less than time and one half the basic or regular rate paid is required for overtime under ORS 279.334. In Addition to paying not less than the predetermined rate for the classificaion in which the employee works, the contractor shall pay to approved plans, funds, or programs or shall pay as cash in lieu of fringes amounts predetermined as fringe benefits in the wage decision made part of the contract. See "FRINGE BENEFITS" below. FORM WH-38A (Rev 8/84) -1 - MM rRINGE BENEFITS -- Contractors who pay all required fringe benefits: A contractor who pays ringe beneti—ts to approve p ans, ul'nds, or programs in amounts not less than were determined in the applicable wage decision of the Commissioner of the Bureau of Labor and Industries shall continue to show on the payroll the basic cash hourly rate and overtime rate paid to employees. Such a contractor shall check paragraph 4(a) of the Certified Statement to indicate that he/she is also paying to approved plans, hinds, or programs not less than the amount predetermined as fringe benefits for each craft. Any exceptions shall be noted in Section 4(c). Cuntractors who pay no fringe_benefits: A contractor who pays no fringe benefits shall pay l-o ETe employee, anans� in straight time hourly rate column of the payroll , an amount not less than the predetermined rate for each classification plus the amount of fringe benefits determined for each classification in the.- applicable wage decision. Inasmuch as it is not necessary to pay time and a half on cash paid in lieu of fringes, the overtime rate shall be not less than the sum of the basic predetermined rate, plus the half time premium on basic or regular rate, plus the required cash in lieu of fringes at the straight time rate. In addition, the contractor shall check paragraph 4(b) of the Certified Statement to indicate that he/she is paying9 fringe benefits in cash directly to employees. Any exceptions shall be noted in Section 4(c). Ise of Section 4(c), Exceptions Any contractor who is making payment to approved plans, funds, or programs in amounts less than the wage determination required is obliged to pay the deficiency directly to the employees as cash in lieu of fringe! Any exceptions to Section 4(a) or 4(b), whichever the contractor may check, shall be entered in Section 4(c). Enter in the Exception column the craft, and enter in the Explanation column the hourly amount paid the employee as cash in lieu of fringes and the hourly amount paid to plans, funds, or programs as fringes. The contractor � .all pay, and shall show that he/she is paying to each such employee for all hours (unless otherwise provided by applicable determination) worked on the project ani amount not less than the predetermined rate plus cash in lieu of fringes as shown in Section 4(r.). The rate paid and amount of cash paid in lieu of fringe benefits per hour should be entered in column 6 on the payroll . See paragraph on "Contractors who pay no fringe benefits" for computation of overtime rate. column 7 - Gross Amount Earned: Enter gross amount earned on this project. If part of the pmp oyees wage was earn—e——on projects other than the project described un this payroll , enter in column 7 first the amount earned on the project and then the gross amount earned on all projects, thus $63.00/120.00. :olumn 8 - Deductions: Four columns are provided for showing deductions made. If mere tha.. four deductions shoTd be involved, use first 3 columns; show the balance of deductions under "Other" column; show actual total under "Total Deductions" column; and in the attachment to the payroll describe the deductions contained in the "Other" column. All deductions must be in accordance with the provisions of ORS 652.610. :f the employee worked on other jobs in addition to this project, Straw actual deductions from gross wage, but indicate that deductions are based on gross wages. Column 9 - Net Wages Paid for Week: Self-explanatory. :;ertified Statemrnt Required by ORS 279.154: while this form need not be notarized, the ,-ertified Statement is subs ct to thclPenaTties prov .ded by ORS 279.990. Accordingly, the party signing this required statemr;nt should have knowledge of the facts represented as true. Space has been provided between items (1 ) and (2) of the Statement for describing any deductions made. If all deductions made are adequately described in the "Deductions" column above, state "See Deductions column in thi-- payroll ." See paragraph Pntitled "FRINGE BENEFITS" above for instructions concerning filling out paragraph 4 of the State-.lent. FORM WH-38A (Rev 8/84) -2- Y c S- o O _ CY 3 ^D u c L p O�+C .L 5 u•.. Ou7 0� V I V C S- L ^ a > q N 0 d Il O a L L c1 U CL a N C 44 X71 0 A 40 3, .. 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La.. a E N O 46 u N M 4-) W 4J N y 4J F-- rJ N V N �. b 4) c L W 41 C 1 U 41 Z 4J 4J LJJ QJ_ Y ^� Q1 C O r- I 3 � LL_ C_ N V' r v- 4-J 4- .. o u W 4- C ~ L y S � Qrr � C v N A W � U 4J >1 E� L. L. if V IQ N 0 '-� C • 4.' N 4J < W Cl- Q b�`• L G! CD 4J u 4.4 C O U C L- 0 O V 4J WO L lJJ O v CJ :Eu v N > ,1 4.1 U 61 `O Z 4J+- N L O W U V "J V Q- O O "— r_ Q1 Z L G W_ O v W y W r x 4Ar u o_ cn v_ a o c J 4J _ < CJ C. E p- Z L 41 v N v N N A U r+� X g r O s � _o C O ^ .. N O N 41 co L v V) o a ►— >w Li WOU 41 -W O vWi c�a t 4 E 41 x .13 3 a: oW o+ c - E ea vs W COr OC W C] CL C_ N 0 W I♦ 1W NOTICE OF AWARD OF PUBLIC WORKS CONTRACT i (For Use by Public Agency in Complying with ORS 279.363) PRIME CONTRACTOR 3. CONTRACT INFORMATION tiame _ A. Contract Name or Number: I ldress - City, State, Zip_ B. Location of work: j ,one Number ( ) C. County: CONTRACTING AGENCY D. Amount of the Award: S E. Source of Funds: (i .e. 10n`b Federal Funds; 50/50, ldress Federal , State; 100% local ) ' ity, State, Zip _ + I q one Number ( ) _ _ F. Date Contract Awarded: bmi t this completed notice to: ae and Hour Division, G. Date Contract Specifications revailing Wage Section, Adver,.ised for Bid: 1)400 S.W. 5th Avenue - Room 306 Ki rtland, Oregon 97201 - FOPM WH-81 (Rev. 5/85) ---� -- —TIOTICE OF AWARD OF PUBLIC WORKS CONTRACT (For Use by Public Agency in Complying with ORS 279.363) 1 PRIME CONTRACTOR 3. CONTRACT INFORMATION 11"'ja ZAK CONSTRUCTION COMPANY _ A. Contract Name or Number: 1udress 1234 N.W. kamille Street 100-H .y , State, Zip Alexandre, OR 97201 ocation of work: _ Becca , Oregon Phone 'lumber ( 503 ) 123-4567 Count _ Malheur -- CONTRACTING AGENCY D. Amount of th(, Award: S 25,000 LOPEZ IRRIGATION DISTRICT E. Source of Funds: (i .e. 100% Feaeral Funds7, 70/50, ;,,,dress 1234 N.W. Shannon Court Federal , State; 100% local ) :y , State, Zip Jamestown, OR 97201 r 1001 State hone Number ( 503 ) 987-6543 F. Date Contract Awarded: July 16, 1985 - Tit this completed notice to: wage and Hour Division, G. Date Contract Specifications P wailing Wage Section, Adver,Ased fcr� Bid: 1 10 S.t'. 5th Avenue - Room 306 July 10, 1985 P rtland, Oregon 97201 F ',M wH-81 i Rev. 5/85) SECTION 01010 SUMMARY OF THE WORK PART 1 GENERAL REg IREMENTS_INCLUDED A. General RFquirements. B. Work Covered by Contract Documents. C. Contractor Use of Premises. D. Owner Occupancy. E. Related Work by Owier. P. Owner Furnished Prooticts. i 1 .,12 CENERAL_REQUIREMENTS TIME OF COMPLETION The work of this Contract shall be commencer) on the gate of written notice to proceed Anil shall be complted by later established in Section 00300, "Bid/Tender Form", and a stipulated in Paragraph 9.8 of the Sr_pplementary Cunditions. B. LIQUIDATED DAMAGES TI e �n •, ; „Jr a.l .;rkn„wledges And agr The -:-es to abide L,y all provisions of GF•neral and Supplementary Conditions of the Contract regarding liquidated damages as it pertains to the Contractor F,r all work ,nler this Contract. SAFETY REQUIREMENTS Associated general Contractors of America, Inc. , "Manual of Accident Prevention in Constr,rction", Workmen s Compensation Board "Safety Code for C)nstruction Work", Oregon State Employment Act Safety Requirements, and Occupational Safety and Health Act (A)HA) requirements, as applicable, apply +.o Work specified herein. 1 . WORK—COVERED BY CONTRACT DOCUMENTS 1 A. Work of this Contract comprises general construction including mechanical and electrical work for the remodel of Metzger Elementary School , 102-55 SW 90th, Portland, Oregon. 1 .04 CONTRACTOR USE OF PREMISES A. Contractor will have access to site after issueance of written notice to proceed, but not sooner than June 220, 1988. I B. Coordinate use of premises under directioi of Owner. 1 01010-1 SECTION 01010 SUMMARY OF THE WORK OWNER OCCUPANCY A. Owner will occupy premises during w.ntire period of construction, For the -on(auct of his normal operations. Cooperate with Architect to minimize conflict, and to facilitate Owner 's operations. 1 ,06 RELATED WORK BY OWNER OR OTHERS A. NIC_& FIO Items: Items designated on the Drawings and/or described in the Project Manual as "NIC" (Not in Contract) or "FIO" (Furnished and installed by Owner) are not included in the Contract. B. Contra:tor's Responsibilities: 1 . Designate delivery date for each portion of the Work in the Progress Schedule, ; TF appropriate. ) � 2. Storage of products if requested, 3. Coordinate installatiun with the Progress Schedule. 4. Provide all preparatory work necessary for proper installation including blocking and b�,,king and F,'nish work including caulking, grouting, furring, preparation or subfloors for finish Floor-Ing materials, and pRinting idjacent 5 rrF��-e� as equir �d for NIC r�luipment. Werk of the Project which will be eyecuted concurrently with the Work of this Contract, and which is specifi--ally excluded from this Contract: , 1 , Projection Screens. 2, S ;ynage. 3. Toilet and Bath Accessor•i,-s. OWNER-FURNISHED PRODUCTS y. -JIC EiuiprrrPnt ! Items fe, ; ated -n Project Drawings and/or ,iescribad as "FDIC", meaning firrnished by Owner, and installed by Contractor . B. Owner's Responsibilities for FDIC Equipment: 1 , Arrange for delivery of shop drawings, product data, samples,manufacturer's instructions, and _ertifii-ates to Contractor. 2. Deliver supplier's bill of materials to Architect for review. 3. Arrange and pay for delivery to site in accordance with Progress Schedule. 4, Inspect deliveries jointly with Contractor. 5. Submit claims for transportation damage. 6. Arrange for replacement of damaged, defective, or missing items. 7. Arrange for manufacturer 's field servic-?5; arrange for and deliver manufacturer's warranties and bunds to Contractor, 01010-2 IS W ! SECTION n1n10 SUMMARY OF THE WORK 7ontractor's Responsibilities: • Vet ']Ild del iVt'1 y date For" '�dch Nrodlact In Progress Schedule. 2. Review shop drawings, product plata, samples, and ether submittals. Submit to Architect with notification of any observed discrepancies or problems anticipated due to non- conformance with Contract Cocuments. 3. Receive and unload products ac site. 4. Inspect deliveries jointiv with Owner, record shortages, and damaged or defecti✓e items. S. Handle products at site, including uncrating and Storage. 6. Protect products From damage, and from -xposure t1elements. 7. Assemble, install , connect, adjust, and finish products. 3. Provide installation inspections required by public authorities. 3. Repair or r-eplace inems damaged by Contractor , PART' PRODUCTS Not PART _3EXECUTION . tied END OF SIV ION I I I 01010-3 SECTION 01025 APPLICATIONS FOR PAYMENT PART_ 1 GENERAL 1 .01 REQUIREMENTS._INCLUDED A. Procedures for pr?paration and submittal of Appli.:ations for Payment. 1 .02 RELATED—REQUIREMENTS A. Section 00700 - General Conditions: Progress Payments, and Final Payment. S. Section 00800 - Supplementary Conditions: Progress Payments and Final Payment. C. Section 0130n - Submittals: Submittal pr,),:edures. 7. Se,.tion 01300 - Submittals: Schedule of Valves. E. section 01700 - Contract Closeout: Aria' aynenr , ' .03 FORMAT A. AIA 0702 - Application and Certifirate for Payment. F,)r cont iruatiun ;heet, ,;e format ,recified ,n Section 01300 for Schedule of ValUeS. .0d PREPARATION OF APPLICATIONS A. Type required information or usra media-driven printout. B. Execute certification by signature of authorized officer, — Use data on accepted Sched-jle of Vales. provide dol 'ar value in each column for each line item for portion of Wcrk performed and for stored products. 0. List each authorized Change Order as an extension on continuation sheet, listing Chan,,e Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in Section 01700. .05 SUBCONTRACTOR FA'/MENT A. After the first request for payment, each subsequent request shall be accompanied by a notarized a fidavit stating that all subcontractors and suppliers have been paid less earned retainage as their interests appeared in the last payment received. 01025- 1 SECTION 010?5 APPLICATIONS FOR PAYMENT B. No appplication for ^dyment by the Contractor shall be processed unless accompanie(1 by the affidavit. 1 .06 SU?MITTAL PR_0CEDUR_1 5 A. Submit fcur copies of each Application for Payment at times stipulated in Agreement, S. Submit under transmittal letter specified in Section 01300. , 1 .07 SUBSTANTIATING DATA A. When Architect requires substantiating information, submit data justifying line item amounts in question. B. Provide one coFy of data witn cover letter for each Copy of submittal . Show Application wimber and date, and line item by number and description. it i PART 2 PRODUCTS f 'Jot Used. Mr! PART-3----EXECUTION Not Used. END OF SECTION - i 01025-2 SECTION 01028 CHANGE ORDER PROCEDURES PART__1 GENERAL 1 .01 REQU1�EKENTS INCLUDED A. Procedures for processing Change Orders. 1 .02 RELATED REQUIREMENTS A. Section 00700 - General Conditions: Governing requirements for changes in the Work, in Contract Cost, and Contract Time. B. Section 00800 - Supplementary Conditions: Percentage allowances for Contractor's overhead and profit. ;. Section 01025 - Applications for Payment. �. Section 01300 - Submittals: Progress Schedules. E. Section 01300 - Submittals: Schedule of Values. F. Section 01600 - Material ,-lno Equipment: Substitutions. G. Section 01700 - Contract C',)s.out: Project record documents. 1 .03 SUBMITTALS A. Submit name of the individual a.,thorizad to accept changes, and to be responsible for informing othe.-s in Contractor's employ of ,;hanges in the Work. B. Change Order Forms: AIA 6701 . 1 .04 DOCUMENTATION OF-CHANGE-IN CONTRACT-SUM -AND-CONTRACT TIME A. Maintain detailed records of work done on a time and material basis. Provide full information required for eval i i a! iun of proposed changes, and to substantiate costs of changes it the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. On request, provide additional data to support computations: I 1 . Quantities o. products, labor, and equipment. 2. Taxes, insurance and bonds. 3 . Overhead and profit. 4. j--stification for any change in Contract Time. S. C, edit for deletions from Contract, similarly dc -umented. D. Support each claim for additional costs, and for work done on time and material basis, with additional information: ; . Origin and date of claim. 2 . Dates and times work was performed, and by whom. 01028-1 SECTION 01026 i,RANGE ORDER PROCEDURES 3. Time records and wage rates pa=d. 4. Invoices and receipts for products, equipment, and slabcon*r-cts, similarly documented. 1 .�F CHANGE PROCEDURES A. Architect may submit a Proposal Request which includes: Detailed description of a proposed change with supplementary or revised Drawings and Specifications, the projected time for executing the change and the period of time during which the requested pricy will be considered valid. Contractor will prepare and submit a response within 14 days. B. Contractor may initiate a change by submittal of a request to Architect describing the propa:,ed change with a statement of the reason for the -,hange, the effect on Contract Sum and Contract Time with full documentation Document any requested abstitutions in accordance with Section 01600. 1 .06 CONSTRUCTION CHANGE AUTHORIZATION A. Architect may issue a directive, signed by Owner, instructing Contractor to proceed with a change in the Work, fur sucsequent inclusion in a Charge Order. B. Directive will describe changes in the Work, and will desiunate method of determining any change in Contract Sum or Contract Time. Promptly execute the chanye in Work. 1 .07 FIXED PRICE CHANGE ORDER A. Will be based on Proposal Request and Contractor's fixed price quotation or Contractor 's request for Change Order as Ipprove'd by Architect. 1 .08 UNIT PRICE CHANGE ORDER A. For pre-determined unit prices and quantities, Change Order will be xecuted on a fixed price basis. B. For unit costs or quantities of units of work which are not predetermined, execute Work under a construction change authorization. Changes in Contract SLA or Contract 1imP will he computed as specified for time and materizl Change: Order . 1 .09 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after comple� ioi of c')ange, within time limits in Conditions of the Contract. 1. CiC�d�L , SECTION 01028 CHANGE ORDER PROCEDURES f B. Architect will determine the change allowable in Contract Seim and I Contract Time as provided in Conditions of the Contract. C. Maintain detailed records of work done on time and material basis. 1 . 10 EXECUTION OF CHANGE ORDERS A. Architect will issue Change Orders for signatures of parties as provided in Conditions of the Contract. 1 . 11 CORRELATION_OF CONTRACTOR_SUBMITTALS A. Promptly revise Schedule of Values and Application fir Payment forms to record each authorized Change Order as a separate line item and adjust the Cor.cract Sum as shown on Change Order. 3. Promptly revise Progress Schedules to reflect any change in Contract 'one, revise subschedules to adjust times for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record i3ocuments. PART 2 PRODUCTS Not Used. !'ART--3 EXECUTION Not Used. END OF SECTION 01028-3 ■ 1, NLELW SECTION 01030 ALTERNATES PART--1 .00 __GENERAL 1 .01 SECTION INCI.UDES A. Submission procedures. B. Requirements. C. Schedule of Alternate Bids. 1 .02 RELATED_SECTIONS A. Section 00300 - Bid/Tender Form: Requirements for Alternates. 1 .03 REQUIREMENTS A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner 's option. Accepted Alternates will be identified in the Owner-Contractor Agreement. 8. Coordinate related work and modify su-rounding work to integrate the Work of each Ai ,:ernate. C All bid prices shall include a0,lustments in the Work of all trades as may :.-, necessary. 1 .04 SELECTION_ANLI_ _ _ AWARDOFALTERNATIVES A. Indicate variation of Bid Price for Alternates described below and listed in Sectiun 00300 Bid/Tender Form. This form requests a 'difference' in Bid Price by adding to or deducting from the base bia pr`ce. B. Bid w ' 11 be evaluated on base bid price. Owner reserves the right to reject any or all alternate bids. Owner will make determination of which c.f any alternate bids are included in actual contract award. 1 .05 BASE BID Includes all .rork shown on Drawings or specified excepting only the work included in the following Additive Alternate Bids requi ing greater ^osts. 1 .06 ADL'ITIVE ALTERNATE BIDS The Following items of work, as shown on the drawings and described in the specificaations, are not to be included in the base bid. A. Additive Alternate Bid No. 1 : Add all work and materials for converting the existing boilers to natural gas burners as shown on Sheet M2. ;1030-1 IN SECTION 01030 ALTERNATES B. Additive Alternate Bid No. 2: Add all wort; and materials required for: 1 . Remodel of Secretary 74, Secretary Work Room 77, Staff Work Room 80, Music 6.5 and Library 70 as shown on Drawing 1/A6. 2. Replacement of light fixtures in above listed rooms, plus Corridor 16, Co!'ridor 72 and Lobby 73 as shown cn Drawing E1 . (Base bid includes replacement of ballasts in all existing liglt fixtures not affected by this alternate) . 3. All modifications to mechanical systems for above listed rooms as shown on Drawing 6/M3. 4. All work in con,iection with ceiling systems in rooms listed in subparagraphs 1 & 2 above. 5. All work in connection with construction of Door 74 and adjacent hollow metal relite and demolition of existing door in to Secretary 74. (Base bid includes continuing wall finishes similar to these shown in drawing 1/8/A9 across areas shown for Door 74 and adjacent relite. ) PART__2.00_- PRODUCTS Not applicable to this Section PART _3.00_ _EXECUTION Not applicable to this Section END OF SECTION 01030-: � � i�le u1F � !1► 1i � i r SECTION 01040 COORDINATION AND MEETINGS 1 PART—_1 .00---GENERAL f 1 .01 SECTION INCLUDES A. Coordination. B. Preconstruction conference. C. Progress meetings. 0. Preinstallation conferences. 1 .02 RELATED SECTIONS A. Section 01045 - Cuttinu and Patching. S. Section 01050 - Field Engineering. C. Section 01120 - Alteration Project Procedures 1 .03 COORDINATION A. Coordinate scheduling, submittals, and Work of he ��arious Sections of .specifications to assure efficient and orlerly sequence of installation of interdependent construction elements, with provisions for accommodating items insW led later. B. Verify that utility requirement (,haracteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections hcring interdependent responsibilities for installing, connecting ti), and placing in service, such enoipment. C. Coordinate space requirements and installation of mechanical and electrical work Nhich are indicated diagrammatically on Drawings. collow routing shown for pipes, ducts, and conduit, is closely as practicable; place runs parallel with line of buil,ing. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. 0. In finished areas except as otherwise indicated, conceal pipes, ducts, and wirinC within the construction. Cocrdinate locations of fixtures and outlets with finish elements. E. Coordinate complet4on and clean up of Work of separate sections in i-,reparation for Substantial Completion and for portions of Work designated for Owners occupancy. F . after Owner occupancy of premises, coordinate ac,:ess to site for correction of defective Wnrk and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 01040-1 SECTION 01040 COORDINATION AND MEETINGS 1 .04 PRECONSTRUCTION CONFERENCE A. Architect will schedule a conference prior to Contractor occupancy of the site. B. Attendance Required: Contractor, Contractor's Super inter,Jent, Major Subcontractors, Major Suppliers when requested, others as appropriate. C. Agenda: 1 . Distribution of Contract Documents. 2. Submission of lisp of Subcontractors, list of Products, sch!:,Iule of values, and progress schedule. 3. Designation of persoinel representing the parties in Contract, Owner, and the Architect. 4. Procedures and processing of field decisions, submittals, subEtitutions, applications for payments, proposal request, Change Orders and Contract .1 oseout procedures. 5. Scheduling. 6. Use of premises by Owner and Contractor. 7. Owner's requirements. 8. Construction facilities and controls. 9. Temporary utilities provided by Owner. ,0. Security and housekeeping procedures. 11 . Safety and First Aid Procedures. 1: . Procedures for testing. 13. Procedures for maintaining record documents. 14. Requirements for start-up of equipment. 15. Tnspection and acceptance of equipment put into service during construction period. ? .J5 PROGRESS MEETINGS A. Ochedule and administer greetings throughout progrese, of the Work at r. aximum weekly intervals. 1. Attendance Required: Job superintendent, major subcontractors and suppliers, as appropriate to agenda topics for each meeting. C. Agenda: 1 . Review minutes of previous meetings. ?. Review of Work progresses. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintonince of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11 . maintenance of quality and work standards. 01040-2 � tits` 'ECTION 01040 1-00RDINATION AND 'dEETINGS 12. Effect of proposed ;,hanges nn progress schedule and coord4nation. 13. Review of Project Recurd Documents. 14. Other business relating to Work, 1 .06 PREINSTALLATION CONFERENCES A. When required in individual specification Section, convene a preinstallation r.onference at work site prior to commencing work of the Section. B. Rnquire attendance of parties directly affecting, or affected by, work of the specific Section. C. Notify Architect four gays in advance c,f meeting .late. 0. Review Corstract Documents r?lating to Work. E. Review conditions of installation, preparation and ;nstallation procedures, and coordination with related work. PART 2.00 - PRODUCTS I Not appl ;able to this Section PART 3.00 - EXFCUTION Jot applicable to this Section END OF SECTION i i t C f I f 01040-3 r r r F rX r i SECTION 01045 CUTTING AND PATCHING PART1GENERAL 1 .01 REQUIREMENTS INCLUDED A. Requirements and li ,itations for cutting and patching of Work. 1 .02 RELATED REQUIREMENTS 1 A. Section 01120 - Alteration Project Procedures: Cutting and patching for alterations work. t B. Section 01600 - Materials and Equipment: Substitutions. t C. I -dividual Specifications Sections: i 1 . Cutting and patching incidental to work of the Section. 2. Advance notification to ocher Sections of Dpenings required in work of those Sections. Y 3. Limitations on cutting structural members. !1 1 .03 SUBMITTALS i A. Submit w •i' ten request in advance of cutting or alteration which affects: 1 . Structural integrity of any element of Project. t 2. Integrity of weather-exposed or moi,,ture-resistant element. P 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of -:fight-exposed elements, 5. Work of Owner or separate contractor. S. Include in request: 1 . Identification of Project. 2. Location and description of affected work . 3. Necessity for cutting or alteration. 4. Description of proposed work, and products to be used. 5. Alternatives to cutting and patching. 6. Effect on work of Owner or separate contractor. 7, written permission of affected sep- t contractor. 8. Date and time work will be exRcut I PART 2 PRODUCTS ( 2.01 MATERIALS A. Those required for original installation. B. For any change in materials, submit request for substitution under provisions of Section 01500. I i 01045-1 SECTION 01045 CUTTING AND PATCHING PART__3__EXECUTION 1.01 GENERAL A. Execute cutting, fitting, and patching in^luding excavation and fill, to complete Work, and to: 1 . Fit the several parts together, to integrate with other work. 2. Uncover work to install ill-timed work. 3. Remove and replace defective and non-conforming work. 4. Remove samples of installed work for testing. 5. Provide openings in elements of Work for penetrations of mechanical and electrical work. ' .02 INSPECTION A. Inspect existing conditions, including elements subject to damage or movement during cutting and patching. B. after uncovering, inspect conditions affecting performance of work. C. Beginning of cutting or, patching means acceptance of existing conditio;js. PREPARATION A. Provide support; to assure structural integrity of surroundings; devises and methods to protect other portions of Project from damage. B. Provide protection from elements for areas which may be exposed by uncovering work; maintain excavations free of water. '1 PERFORMANCE y. Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing. 5. Employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, anc sight-exposed surfaces. C. Cut rigid materials using masonry saw or core drill . Pneumatic tools not allowed without prior approvel . D. Restore work with new products in accordance with requirements, ,r Contract Documents. E. Fit work airtight to pipes, sleeves, ducts, conduit, wd �� • penetrations through surfaces. 01046-2 I I iI SECTION 01045 ICUTTING AND PATCHING F. At penetrations of fire-rated wall , ceiling, or Floor construction, completely seal voids with fire-rated material, full thickness of the constrliction element. I0. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to necre. t intersection; for an assembly, refinish entire unit. END OF SECTION 1 I I I I I 01045-3 SECTION 01070 DEFINITIONS PAR- 1 GENERA1 1 .01 GENERAL I The definitions in this Section are riot necessarily complete or exclusive but, generally, apply to all portions of the Work. Some contractural definitions appear in the Oenerai ConJitions. Definitions of works of a special nature which relate to We-k covered in one or two Sections of the Specifications are included in such Sections. Terms used repetitiously in the Contract Documents a-e defined in this Section. I 1 .02 DEFINITIONS A. Approval Words like approval , approved, acceptable, satisfactory and the like mean For approval by, approved by, acceptable to or satisfactory to the Architect. In no case shall "approval" by the Architect be Iinterpreted as a release of the Contractor from responsibilities to fulfill requirements of the Contract Documents unless specifically qualified in writing. B. Furnish Supply, deliver to the Project Site and unload ready for unpacking, .assembly, installation and/or application by others. C. Indicated A cross reference to details, notes or schedules on the Drawings, paragraphs or schedules in the Project Manual , and similar means of recording requirements in the Contract Documents. D. Install Includes unloading, u. ,,acking, assembling, Precting, installing, applying, finishing, protecting, c'eaning and similar operations at the Project Site as required to complete items of Work furnished by others. E. Provide IFurnish and install, complete, in place, ready for intended use. F. Site Space available to the Contractor for performing the Work under this Contract either exclusively or in conjunction with other contractors as part of the overall Project. The Site may be unimpr-)ved vacant land, an existing building or space within an existing building. The extent of the Site is shown on the Drawings. 01070-1 Fiw SECTION 01070 DEFINITIONS G. Specification Language Imperative language is used, generally, throughout the Specifications. Requirements expressed imperatively are to be performed by the Contractor. For clarity at certain locations, contrasting subjective language is used to describe responsibilities which must be perform-ad by the Contractor or, when so noted, will be performed b,, others. H. Product The term "product" as used i. he Project Manual includes materials, systems and equipment provided by the Ccntractor for use in the Work. I . Project Manual The term "Project Manual" is the volume which includes the Bidding Requirements, Conditions of the Contract, and the Specifications, Divisions 1 to 13 inclusive, as applicable, and ,s listed in the Table of Contents bound therein. J. General Re uirements The provisions or requirements of Division 1 sections. ,eneral Requirements apply to entire work of Contract and, where so indicated, to the other elements of work which are included in the Project. K. Coordinate The term "coordinate" means satisfactorily combine the work of all trades for a complete and operating installation. L . Selected The term "selected means "selected by the Architect and Owner"; the Architect shall be the sole judge of the acceptability of a product or an installation. M. Installer The entity (person or firm) enoaged by the Contractor or its subcontractor of subcontractor fog the performance of a particular unit of work at the project site, including installation, erection, application and similar required operations It is a general requirement that such entities ( Installers) be expert in operations they are engaged to perform. PART_ 2_ PRODUCTS No Requirements 01070-2 MIR rwxmr SECTION 01070 DEFINITIONS PART3_ EXECUTION No Requirements 4 END OF SECTION I I I I I r I 01070-3 SECTION 01090 REFERENCE STANDARDS i r PART 1 GENERAL 1 .01 SECTION INCLUDES A. Quality assurance. B. Schedule of references. t 1 .02 QUALITY ASSURANCE A. For products or workmanship specified by assoication, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified cr are required by applicable cedes. B. Conform to reference standard by date of issue current on date of Contract Documents. 1 .03 5CHEDULE_OF_REFERENCES AA Aluminum Association 818 Connecticut Avenue, NW; Washington, OC 0006 t AA9C Associated Air Balance Council 1000 Vermont Avenue, NW; Washington, DC 20005 AAMA Architectural Aluminum Manufacturers Association 2700 River Rd. , Suite 118; Des Plaines, IL 60018 AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, NW; Washington, DC 20001 AATCC American Association of Textile Chemists and r,)lorists P.O. Box 12215; Research Triangle Park , NC 27709 ACI American Concrete Institute Box 19150; Reford Station; Detroit, MI 48219 ADC Air Diffusion Council 230 North Michigan Avenue; Chicago, IL 60601 AGr. Associated General Contracto^s of America 1957 E Street, NW; Washington, DC 20006 Al Asphalt Institute Asphalt Institute Building; College Park, MO 2C740 1 AIA American Institute of Architects 1735 New York Avenue, NW; Washington, OC 20006 1 0+090-i i SECTION 01090 REFERENCE STANDARDS i AIMA Acousti,-al and Insulating Materials Association (Successor to ANA and IBI) i 205 West Tuohy Avenue; Park Ridge, Il. 60068 AISC American Institute of Steel Construction, 400 North Michigan A�.enue; 8th Floor; Washington, DC 20036 AISI American Iron and Steel Institute 1000 16th Street, NW; Washington, OU 20036 AITC American Institute of Architects 333 W. Hampden Avenue; Englewood, CO 80110 AMCA Air Movement and Control Ass--)ciation 30 west llrriver'sity Drive; Ar-Iirytun Hieyhts, IL X04 LJST American Natiooal Standards Institute 1430 Broadway; New NY 10018 APA American Plywood Association Box 11700; Taco.na, WA 98411 AFWA American Public Works Association 1313 E. 60th S� ; Chicago, IL 60637 �RT err-�'onditioning and Refrigeration Institute 1315 North Fort Myer Drive; Arlington, VA 22-09 A:,HRAE American Su,- iety of Heating, Refrigeratioy anti Air Conditioning Engineers 1791 Tulli Circle, NE; Atlanta, GA 30329 SME American Stxiety of Mechanical Engineers 345 East 47th Street New York , NY 10017 ASPA American Sod Producers Asso(:ia;ion Association Building; Ninth & Minnesota; Hastings, NE 68901 ASSE American Society of Sanitary Engineering 960 Illuminating Bldg. ; Cleveland, OH 44113 ASTM American Society for Testing and Materials 1916 Race Street; Phildelphia, PA 19103 AWPI American Wood Preservers Institute 1651 Old Madow Road; McLean, VA 22090 AWWA American Water Works Association 6666 West Quincy Avenue; Denier, CO 80235 01090-2 SECTION x,1090 REFERENCE STANDARDS AWI Architectural Woodwork rnititute ,.310 South Walter Reed Drive• Arlin ton, VA 22206 AWPA American Wood-Preservers Association 7735 Old Georgetown Road; Bethesda, MD 20014 AWPB American Wood Preservers Bureau 2600 Virginia Avenue, NW; Washington, D.C. 20005 f AWS American Welding Society 550 LeJeune Road; Miami , FL 33135 BHMA Builders Hardware Manufacturers Association 60 East 42nd Street; New YorK, NY 10017 (',DA Cc.pper Development Association 5 7 fh F'o,)r-, -„rysler Building ya 405 Lexington Avenue; New 'r()rk , NY 10174 ?: Cast iron Soil Pipe Ir,titute 2020 "K” Street, NW, Suite 320; Washington, D.C. 20006 CLP'-tI Chain Link Fence Mdn ifacturers Institute 1101 Connecticut Avenue, NW; Washington, OC 20036 1 CFa ,aliFornia Redwood Association 617 Montgomery Street; San Francisco, CA 94111 r CRiI Concrete Reinforcing Steel Institute 933 Plum Grove Road; Schaumburg, IL 50195 '3 Commet -ial Standard of National 81.ireau of Standards U.S. Dept. of Commerce, Supt. of Documents U.S. Government Printing Office; Washington, D.C. 20,102 •I Construction Specifications Institute 1150 17th St. , Suite 300; Washington, D.C. 20036 EJCDC Engineers' Joint Contract Documents Committee American Consulting Engineeri Council 1050 15th Stree, NW; Washington, DC 20005 Fed. Spec Federal Specifications, GSA Business Service Center 909 First Ave. ; Seattle, WA 98104 F,-,MA Flat Glass Marketing Association White Lakes Professional Building 3310 Harrison; Topek;,. KS 66611 FM Factory Mutual System 1151 Boston-Providence Turnpike; Norwood, MA 02062 01090-3 SECTION GI090 REFERENCE STANDARDS GA Gypsum Association 1603 Orrington Avenue; Evanston, IL 60201 GTA Glass Tempering Association 3310 Harrison; Topeka, KS 66611 HPMA Hardwood Plywood Manufacturers Association P.O. Box 6246 ; Arlington, VA 22203 ICSO International Conf;arence of Building Officials 5360 S. Workman Mill Road; Whittier, CA 90601 IEEE Institute of Electrical and Electronics Engineers 345 East 47th Street; New York, NY 10017 iMIAC international M-sonry Industry All-Weather Council " Internaitiond l Masonry Institute 81.5 15th StrAet, NW; Washington, DC 20005 MFMA Maple Flooring Manufacturers Association 2400 East Devon, Suite 205; Des Plaines, IL 60018 MTL Military Specification Naval Publications and Forms Center 5801 Tabor Avenue; Philadelphia, PA 13120 ML.'SFA Metal Lath/Steel Framing Association 221 North LaSalle Street Chicago, IL 60601 'j.AMM The Nat-:onal Assoc. of Architectural Metal Manufacturers 100 S. Marion Street; oak. Park, IL 60302 1 NBHA National Builders' Hardware Association 12gO AvNnue of the Americas; New York, NY 10019 y N6S National Bureau of Standards, U.S. Dept . of Commerce Gaithersburg, MD 20234 +E FSEs National Environmental Balancing Bureau 8224 Old Courthouse Road; Vienna, VA 22180 NEC National Electric Code by BFPA (ANSI Cl ) 470 Atlantic Avenue; Boston, MA 02210 NECA National Electrical Contractors Association r 7315 Wisconsin Avenue; Washington, O.C. 20014 NEMA National Electrical Manufacturers' Association 2101 L Street, NW; Washington, OC 20037 !!! 01090-4 SECTION 01090 REFERENCE STANDARDS NFPA National Fire protection 4cSOG1Bti0l', 470 Atlantic avenue; Boston, MA 02201 NRCA National Roofing Contractors association 1515 N. Harlem Avenue; Oak Park, IL 60302 NSWMA Nationaal Solid Wastes Management Association 1120 Connecticut Avenue, NW; Washington, DC 20036 NTMA National Terrazzo and Mosaic Association 3166 Des Plaines Avenue; Des Plaines, IL 60018 NWMA National Woodwork Manufacuters Asso,iation, Inc. 400 West Madison Street; Chicago, IL 60606 1SHA �ccupalior,51 >.1fety and Health Administration (U.S. Department of Labor) , Government Printing 0ffi,;e; Washington, D.C. "0402 JHD Oregon State Highway Division 2223 Transportation Building; Salm, .)G a7',10 FCA Portland Cement association 5420 Old Orchard Road Skokie, IL 60077 Prestressed Concrete Institute 201 North Wacker Drive; Chicago, IL 60606 PDCA Oregon Council , Painting & Decorating Contracto:•s of America 4530 SE 67th Avenue; Portland, OR 97206 REI Porcelain Enamel Institute, Inc. 1900 "L" Street, NW, Washington, DC 20036 P; Product Standard U.S. Department of Commerce; Washington, DC 20203 RIS Redwood Inspection Service 111 One Lombard Street; San Francisco, CA 94111 RCSHSB Red Cedar, Shingle and Handsplit Shake Bureau 515 116th Avenue; Bellevue, WA 98004 SCPI Structural Clay Products Institute 1750 Old Meadow Road; McLean, VA 22101 ;Ol Steel Deck Institute lox 3812; St . Louis, MO 63122 SDI Steel Door Institute 712 Lakewood Center North; Cleveland, OH 44107 i 01090-5 l� r� fig SECTION 01090 REFERENCE STANDAROS > f SIGMA Sealed Insulating Glass Manufactures Association r 111 EAst Wacker Drive; Chicago, IL 60601 SJI Steel Joist Institute 1703 Parham Road, Suite 204; Richmond, VA 23229 SMACNA Sheet Metal & Air Conditioning Contractor's National Assoc. 8224 Old Court House Road; Vienna, VA 22180 SPR Simplified Practice Recommendation of National Bureau of Standards U.S. Dept. of Commerce, Supt. of Documents U.S. Government Printing Office; Washington, D.C. 20402 SS^C Steel Structures Painting Council .1400 f= ifth Avenue; Pittsburgh, PA 15213 Trchnir.al 4i i ieries Construction Specifications Institute 1 601 North Madison Street; Alexandira, VA ^23'4 TCA Tile Council of Amer lGa, Inc, Box 326; Princeton, NJ 08540 TINA The mal Insulation Manufacturers Association, 7 Kirhy Plaza Mt . Kisco, NY 10549 ;nC Uniform Building Code as modified and amended by the State Of Oregon -nd published as the Structured Speciality rode and Fire and Life Safety Regulations. Underwriters' Laboratories, Inc. 333 Pfingston Road; Northt,rook, IL 60062 .UCLA West. Coast Lumbermen's Association P.O. lox 25406; Portland, OP 97225 WCLIB West Coast Lumber Inspection Bureau (Gradiig Rules) P.O. Box 25406; Portland, OR 97223 WWPA Western Wood Products Association (Grading Rulesl y� 700 Yeon Building; Portland, OR 97204 PART _2 PRODUCTS No �aiilrrernentS 01090-6 iff XWE SECTION 71090 REFERENCE STANDARDS PART__3__EXECUTION No Requirements END OF SECTION 7 1 1 • i 1 I 01090-7 SECTION 01120 A!_TERATION PROJECT 'ROCEDURES PART-1—GENERAL 1 .01 SECTION INCLUDES A. Procedural requirements. B. Rehabilitation and renovations of existing spaces and materials. C. Installation of products removed in Section 02072. 1 .02 RELATED_SECTIONS A. Section 01045 - Cutting and Patching. B. "ection 01500 - Construction Facilities and Temporary Controls: T�mpurary enclosures. C. Section 01500 - Construction Facilities and Temporary Controls: Protection of installed work. 0. Section 01500 - Construction Facilities and Temporary Controls: Cleaning ..luring construction. E. Secti,rn 02072 - Minor Demolition for Remodeling: Removal and storage of products to be reinstalled in this Section. PART-2—PRODUCTS : .01 PRODUCTS FOR PATCHING ANOEXTENOING WORK _ New Materials: As specified in individual Sections. x ? 9. Hatch existing products and work for patching and extending work. C. Determine type and quality of existing products by inspection and any necessary testing, and workmanship by use of existing as a standard. Presence of a product, finish, or type of work, requires that patching, extending, or matching shall be performed as necessary to make Work complete and consistent with existing quality. PART 3 EXECUTION 3.01 INSPECTION A. Verify that demolition is r- nplete, and areas are ready for installation of new work. B. Beginning of r•Pstoratio , work means acceptance of existing itions. 01120-1 ® s w w w w w w w wJFFA SECTION 01120 ALTERATION PROJECT PROCEDURES r r... 3 ,112 PREPARATION A. Cut, move, or remove items as necessary f,:)r access to alterations and renovations work; replace and restore at completion. B. Remove unsuitable material not marKed for salvage, such as rotted wood, rusted metals, and deteriorated masonry and concrete; replace materials as specified for finished work. C. Remove debris and abandoned items from area and from concealed spaces. D. Prepare surfaces and remove surface finishes to provide for proper installation of new work and new finishes. E. Close openings in exterior surfaces to protect existiny work and salvage items from weather a ,d extremes of temperature and humidity. Insulate ductwork and piping to prevent condensation in exposed ar'r?as. 3.03 INSTALLATION A. Coordinate work of alterations and renovations to expedite completion sequentially and to accommodate Owner occupancy B. Project shall be complete in all respects including operational mechanical , and electrical systems. r. Remove, cut, and patch work in a manner to minimize damage aril to provide means of restoring products and finishes to original condition. D. Refinish visible existing surfaces to remain in renovated rooms and spaces, to specified condition for each material , with a neat transition to adjacent new finishes. E. In ar�'dition tc specified replacement of equipment and fixtures, restore existing plumbing, heating, ventilation, and electrical systems to full operational condition. F. Install products as specified in individual Sections. 1 .04 rRANSITIONS A. Where new work abuts or aligns with existing, make a smooth and even transition. Patched work shall match existing adjacent work in texture and appearance. ' S. When finished surfaces are cut so that a smooth transition with new work is not possible, f-erminate existing surface along a straight $" line at a natural 101P of division .end make recommendation to Architect. 01120-2 FWIWJmd SECTION 01120 ALTERATION PROJECT PROCEDURES 3 .05 ADJUSTMENTS A. Where removal of partitions results in adjacent spaces becoming one, rework floors; walls, and ceilings to a smooth plane without breaks, steps, or bulkheads. Where a change of plane of 1/4 inch or more occurs, request instructions from Architect. B. Trim existing doors as necessary to clear new floor finishes; refinish trimmed areas. C. Fit work at penetrations of surfaces as specified in Section 01045, 3.06 REPAIR OF DAMAGED SURFACES A. Patch or repl.. e portions of existing surfaces which are _!imaged, lift9d, discolored, or showing other imperfections. R. Repair ;,.,bstrate prior to patching finish. t�7 FINISHES A Finish surfaces as specified in individual Sections. 3 . Finish patches to produce uniform finish and texture over entire at Pa. When finish cannot lie matched, refinish entire surface to nearest intersections. CLcANING A. In addition to cleaning specified in Section 01500, clean Owner- occupied area:i of work. END OF SECTION 01120-3 SECTION 01300 SUBMITTALS PART 1__ GENERAL 1 .01 RE4UIREMENTS_INCLUDED A. Submittal Procedures. B. Timing of Submittals. C. Construction Progress Schedules. D. Schedule of Values. E. Shop Drawings. F. Product Data. G. Samples. H. Manufacturer 's Instructions. I . Manufacturers' Certificates. 1 .02 RELATED_REQUIREMENTS A. Section 01010 - Summary of the Work. B. Section 01400 - Quality Control : Testing laboratory reports. C. Section 01400 - Quality Control : Manufacturers' field service reports. D. Section 01600 - Material and Equipment: Contractor's list of Products. E. Section 01700 - Contract Closeout: Closeout Procedures. 1 .03 SUBMITTAL PROCEDURES A. Submit schedule of all shop drawings, product data and samples specified in each individual section of the project manual . Include submittal and installation dates of each product and assembly. Coordinate with construction schedule and allow ample time for Architect's review. Allow time for possible disapproval and resubini t to 1 . B. Deliver submittals to Architect at address listed on cover of Project Manual . 01300-1 WIWXW SECTION 01300 SUBMITTALS i C. Transmit each item under Architect-accepted form. Identify Project, Contractor, subcontractor, major supplier; identify pertinent Drawing sheet and detail number, and Specification Section number, as appropriate. Identify deviations from Contract Documents. Provide space for Contractor and Architect review stamps. D. Apply Contractor's stamp, signed or initialled certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. E. Comply with progress schedule for subm4*tals -elated to Work progress. Coordinate submittal of related items. F. After Architect review of submittal , revise and resubmit is required, identifying changes made since previous submittal . G. Oo not fabricate products or begin vrork which requires submittals until return of submittal with Architect acceptan.e. H. nistribute copies of reviewed submittals to 1:oncerned persons. instruct recipients to promptly report any inability to comply with provisions. 1 .04 TIMING OF SUBMITTALS A. GENERAL 1 . The listing cif submittals hereinafter is set forth generally as a check 1i6t for the Contractor 's convenience and is general in p nature. 2. The Architect reserves the right to add to this list in case of umitisions of any submittals ipecified in other Sections but not lister: hereinafter. S. SUBMITTALS - WITHIN 7 DAYS OF NOTICE OF AWARD CONTRACT 1 . A designation of the Work to be performed by the Contractor by � his own forces. 2. List of Subcontractors and major material suppliers for principal portions of the Work. C. SUBMITTALS, PRIOR TO NOTICE TO PROCEED 1 . Exe•:uted Agreement 2. Performance and Labor & Mat rial Payment Bonds (AIA Doc. A311 ) with certified cop�i of Power of Attorney from Attorney-in-Fact ?xecuting bonds. 3. Certified copies of Contractor's Liability Insurance Policies t (ATA Doc. G705) . D. SUBMITTALS, WITHIN 30 DAYS AFTER NOTICE TO PROCEED AND PRIOR TO FIRST PAYMENT APPLICATION 1 . Schedule of values. 2. Schedule of submit,als. 01300-2 SECTION 01300 SUBMITTALS 3. Copies of acquired building permit licenses etc. to complete the work of this contract. 4. Construction schedule. 5. INCLUDE ALL COLOR SAMPLES REQUIRED FOR THE ENTIRE PROJECT FOR ALL MATERIALS AND PRODUCTS REQUIRING COLOR SELECTION. E. SUBMITTALS, PRIOR TO EACH MONTH'S PAYMENT 1 . Application and Certificate for Payment (AIA Document G702 and G703) . 2. Notarized affidavit of payments to all subcontractors and major material suppliers (see Section 01025) . 3. Updated construction schedule. 4. Public Works Contractor Wage Certification per Oregon Law. F. SUBMITTALS, WITHIN 45 DAYS AFTER NOTICE TO PROCEED. 1 . All shop drawings, samples and product data specified in each Section of the Project Manual to be submitted. G. SUBMITTALS, PRIOR TO SUBSTANTIAL COMPLETION Notification to Architect that work of the Project is substantially complete, including a listing of items of work to be completed or corrected, together with a certificate of occupancy or occupancy permit issued by the Local Building Department for the entire Project. 1 .05 CONSTRUCTION PROGRESS_SCHEDULE A. Submit initial progress schedule in duplicate for Architect review. B. Revise and resubmit as required. C. Submit revised schedules with each Application for Payment, identifying changes since previous version. D. Submit a horizontal bar chart with separate line for each major section of Work or operation, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F. Indicate estim?;'gid percentage of completion for each item of Work at each submissic,i. G. Indicate submittal dates required for ;hop drawings, product data, samples, and product delivery dates, including those furnished by Owner and under Allowances. 01300-3 xW IMrff I SECTION 01300 SUBMITTALS �)6 SCHEDULE_OF VALUES A. Submit typed schedule on AIA Form G703; Contractor's standard form i or media-driven printout will be considered on request. B. Format: Tab;e of Contents of this Project Manual . Identify each line cem with number ana title of the major Specification Sections. C. include in each line item a directly proportional amount of Contractor's overhead and profit. D. Revise schedule to list change orders, for each application for payment. 1 .07 SHOP DRAWINGS A. Submit the numoer of opaque reproductions which the Contractor requires plus two copies of all general work and three copies of all i structural , mechanical and electrical work which will be retained by the Architect. B. Present in a clear and thorough manner. Title each drawing with Project name and number; identify each element of drawings by reference to sheet number and detail , schedule, or room number of Contract Documents. C. Identify field dimensions; show relation to adjacent or critical features or Work or products. )A PRODUCT DATA A. Submit the number• of copies which the Contractor requires plus two copies of all general work and three copies of all structural , mechanical and .11ectricai work which will be retained by the Architect . B. Submit only pages which are pertinent; mark each copy of standard printed data to identify pertinent products, referenced to Specification Section and Article number. Show reference standards, performance characteristics, and capacities: wiring and piping diagrams and controls; component parts; finishes; dimensions; and required clearances. C. Modify manufacturer's standard schematic drawings and diagrams to supplement standard information and to provide information specifically applicable to the Work. Delete information not applicable. 01300-d w t w w w w SECTION 01300 SUBMITTALS 1 .09 SAMPLES A. Submit full range of manufacturer's standard finishes except when more restrictive requirements are specified, indicating colors, textures, and patterns, for Architect selection. B. Submit samples to illustrate functional characteristics of products, including parts and attachments. C. Approved samples which may be used in the Work are indicated in the Specification section. D. Label each sample witF identification required for transmittal letter. E. Submit the number of samples specified in indivudual specification iections. One of which will be retained by the Architect. F. Provide field samples of finishes at Project, at location acceptable to Architect, as required by individual Specifications section. Install each sample complete and finished. Acceptable finishes in place may be retained it completed work. 1 . 10 MANUFACTURER'S INSTRUCTIONS A. Manufacturer's instructions for storage, preparation, assembly, installation, start-up, adjusting, balancing, and finishing under provisions of Section 01400. 1 . 11 MANUFACTURER'S CERTIFICATES A. When specified in individual specification sections, submit manuracturers' certificate to Architect/Engineer for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds sF :ified requirements. Submit supporting reference date, 3ftidavits, nd certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect. PART 2 PRODUCTS Not !.used. 01300-5 SECTION 01300 SUBMITTALS I III PART-3_—_EXECUTION t Not Used. END OF SECTION iu 01300-6 1AF ! 1W R az w>t w SECTION 01400 QUALITY CONTROL PART_1 GENERAL 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 -General Requirements sections, apply to the work specified in this Section. 1 .02 REQUIREMENTS INCLUDED 1 A. Quality Assurance/Control of Installation. B. Field Samples. C. Mockups. 0. Manusacturers' Field Services. E . Testing Laboratory Ser-ices. ' .03 RELATED REQUIREMENTS A. Section 0(1700 - General Conditions: Inspection and testing required by governing authorities. B. Section 01090 - Reference Standards: Applicability of specified reference standards. f C. Section 01300 - Submittals: Submittal of Manufacturer 's Instructions and Certifirat�s. D. Sec,-ion 01600 - Material and Equipment: Requirements for material and product quality. ' .�)4 QUALITY CONTROL.,__GENERAL A. Main'.ain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of spe,:ified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturer 's instructions conflict with Contact Documents, request clarification from Architect before proceeding. D. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship, E. Perform work by persons qua Iifiell to produce workmanship of specified quality. 01400-1 SECTION 01400 QUALITY CONTROL F . Secure product; in place with positive anchorage devices designed and sized to withstand stresses, vihration, and racking. G. When required by individual Specifications Section, sribriit manufacturer's certificate, in duplicate, that product; meet or exceed specified requirements. 1 .05 FIELD SAMPLES A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified i , individual Sections to be removed, clear area after field sample has been accepted by 4rchitect. r,6 MOCKUPS A. When required by individual Specifications Section, erect complete, full-scale mockup of assembly at Project site. Tests will he performed in accordance with Section 01400. Remove mockup at completion, when approved by Architect . 1 ,,17 MANUFACTURERS' FIELD SERVICES 4. Submit qualifications of observer to Architect 15 days in advance of required observations. Observer subject to approval of Architect. B. When specified in respective Specification Sections, require manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces and installati,)n, duality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to make appropriate recommendations. C. Representative shall submit written report within 15 days to Architect listing observations and recommendations. 1 .08 TESTING LABORATORY SERVICES A. Owner will employ and pay for services of an Independent Testing Laboratory to perform inspections, tests, and other services required by individual Specification Sections. B. Services will be performed in accordance with requirements of governing authorities and wit' speciiied standards. C. Reports will he submitted to Architect in duplicate giving observations and results of tests, indicating compliance or non- compliance with specified st- ndards and with Contract Documents. 01400-2 SECTION 01400 QUALITY CONTROL 0. Contractor shall cooperate with Testing Laboratory personnel ; Furnish tools, Samples of materials, it-sign mix, equipment, storage and assistance as requested. 1 . Notify Architect and Testing Laboratory 24 hjurs prior to expected time for operations requiring testing services. 2. Make arrangements with Testing Laboratory and pay for additional samples and tests for Contractor's convenience. E. When tests or inspections indicate non-compliance with the Contract Documents, subsequent retesting occasioned by such non-compliance shall be performed by the same personnel as performed the initial tests or inspections. Cost for retesting will be charged to the Contractor by deducting expenses from contract sum. F. Remove and replace any work found defective or not in compliance with the Contact Documents at no additional -.ost to Owner, and furnish notice for retesting as specifiers hereinbefore. O9 MECHANICAL_&_ELECTRICAL WORK SUB-CONTRACTS A. Inspection and tests required for Mechanical and Electrical Work -1re covered under Sections of Divisions 15 and 16 respectively. � r PART .--2-.-PRODUCTS Not Used PART--3---EXECUTION Not Used END OF SECTION 01400-3 SECTION 0150^ CONSTRUCTION FACILITIES AND TEMPORARY CGNTROLS PART_1GENERAL 1 .71 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work and water control . C. Construction Facilities: Access roads, parking, progress cleaning, and temporary buildings. 1 .02 RELATED SECTIONS A. Section 01700 - Contract Closeout: Final cleaning. . 73 iEMPORARY ELECTRICITY A. Connect to existing power, service. Power consumption :ihall not disrupt Owner 's need for t.ontinuous service. B. Owner will pay cost of energy used. Exercise measure; to conserve energy. C. Provide power outlets for constriction operations, with branch wiring and distribution boxes loca':ed ?s needed. Provide flexible power, cords as required. D. Permanent convenience receptacles may be util zed ,luring construction. 1 .04 TEMPORARY LIGHTING A. Provide and maintain lighting for construction operations to achieve i ninimum lighting level of 10 foot candles minimum. B. Provide and maintain 2 foot candles lighting to exterior staging and storage areas after dark for security purposes. C. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. D. Maintain lighting and provide routine re, S. E. Permanent building lighting may be utilized during construction. 1 .05 TEMPORARY HEAT A. Utilize Owner 's eAisting heat plant, extend and supplement with temporary heat devices as required to maintain specified conditions for construction operations. 01500-1 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS B. Owner will pay cost of energy used. Exercise measuras to conserve energy. Enclose building pr ;cr, to activating tempor4ry heat in accordance with Article 1 . 11 - Exterior Enclosures in this Section. C. Prior to operation of permanent equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. 0. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1 .06 TEMPORARY_VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Utilize existing ventilation equipment. Extend and supplement eyu;pment with temporary fan units as required to maintain clean air S� for construction operations. 1 .07 TELEPHONE_SERVICE A. Provide, mainta ;n and pay for telephone service to field office at time of projec� mobilization. 1 .08 TEMPORARY WATER SERVICE A. Connect to existing water source for coritruction operations. B. Owner will pay cost of water used. Exercise measures to conserve water. C. Extend branch )iping with outlets located so water is available by hoses with threaded connections. Provide temporary pi,)e insulation to prevent freezing. 1 .09 TEM.F10RARY SANITARY FACILITIES A. Existing designated facilities may be used during construction operations. Maintain daily in clean and sanitary condition. B. At end of construction, return facilities to same or better condition than originally found. 1 01500-2 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1 . 10 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site, and to protect existing facilities ( and adjacent properties from damage from construction operations and demolition. B. Provide protection for plant life designated to remain. Replace damaged plant life. D. Protect non-owned vehicular traffic, stored materials, site and structures from damage. 1 . 11 EXTERIOR ENCLOSURES t { A. Provide temporary wea`her-tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ¢ ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware ar;d locks. 1 . 12 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as require' to separate work areas from owner occupied areas, to prevent penetraCion of dust and moisture into Owner occupied areps, and to prevent damage to existing materials and equipment. B. Construction: Framing and reinforced rolyethylene sheet materials with closed joints and sealed edges at ,r,*ersections with existing { surfaces. { 1 . 13 PROTECTION OF INSTALLED WORK jA.^'Protect!installed Work and provide special protection where specified in individual specifi^ation Sections. B. Prov4de temporary and removable protection for installed products. Control activity in immediate work area to minimize damage. 1 C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. 0. Protect finished floors, stairs, and other surfaces from traffic, Idirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or, roofing material manufacturer. 01500-3 s SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS F. Prohibit traffic from landscaped areas. 1 , 11 SECURITY A. Provide security and facilities to protect Work, and existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. B, Coordinate with Owner's security program. 1 . 15 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, pienulns, attics, crawl spaces, and other closed or emote spaces, prior to enclosing the space. VT C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Remove vaste materials, debris, and rubbish from site periodically and dispose off-site. . 1,i1 FIELD OFFICES AND SHEDS A. Office- Weather-tiyhf-, with lighting, electrical 'Dutlets, heating, rluipment, ;nd equipped with sturdy furniture drawing rack and drawing display tat,le. 9. Locate offices and sheds as directed. 1 . 17 REMOVAL_OF_UTILITIES,_FACILITIESL_AND_CONTROLS a. "emove temporary above yade or huried (it ilit i.?5, equipment, facilities, materials, prior to Substantial Co^^ etion inspection. B. Remnve underground installations to a minimum depth of 2 feet. ' Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work, D. Restore existing facilities used during con-truction to original cindition. Restore permanent facilities used during construction t-i specified condition. 01500-4 ■ SECTION 01500 CONSTRUCTION FACILITIES AND TF..MPORARY CONTROLS 4 PART-2 PRODUCTS Not Used. PART-3 EXECUTION Not Used. END OF SECTION 1 1 I I 01800-5 SECTION 01600 MATERIAL AND EQUIPMENT PART--1--GENERAL 1 .01 REQUIREMENTS_INCLUDED A. Products. B. Transportation and Handling. C. Storage and Protection. D. Product Options. E. Substitutions. F . Starting Systems. G. Dr-)onstration and instructions, 1 .n2 RELATED_REQUIREMENTS Q. Section 00100 - Instructions to bidders: Product options and substitution procedures. B. Section 01400 - Quality Control : Product quality monitoring. r'. Section 01700 - Contract Closeout : Operation and maintenance data. D. Section 01700 - Contract Closeout: Warranties and Bonds. 1 ,03 PRODUCTS A. Products: Means iew material , machinery, components, equipment, Fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work . Prnducts may also include existing materials or components required for reuse. B. Comply with Specifications and referenced standards as minimum requirements. C. Components required to be supplied in quantity within a Specification section shall be the same, and shall be interchangeable. D. Do not use materials and equipment removed from existing structure, except as specifically required, or allowed, by Contract Documents. 01600-1 Jill 1�111 IRRI-R&WHOF111110, SECTION 01600 MATERIAL AND EQUIPMENT 1 ,04 TRANSPORTATION AND HANDLING A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer 's unopened containers or packaging, dry. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 1 .05 STORAGE AND PROTECTION A. Store products in accordance with manufactlrrer's instructions, with ;Pals and labels intact anc legible. Store sensitive products in weather-tight enclosures; maintain within temperature_ and humidity ranges required by manufacturer's instructions. r B. F ,r exterior ,tor age of fabrirated produ,_ts, hl ace on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. C. Provide off-site storage and protection when site does not permit )n-,ite storage or protection. 0. f,tore loose granular materials on solid surfaces in a well-,drained area; prevent mixing with foreign matter . E. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and ar•e maintained under required conditions. r, PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not specifically named. C. Products Specified by Naming Several Manufacturers: Products of named manufacturers meeting specifications: No options, no substitutions allowed. D. Products Specified by Naming Only One Manufacturer• : No options, no substitutions allowed. 01600-2 SECTION 01600 MATERIAL AND EQUIPMENT 1 .07 LIMITATIONS ON SUBSTITUTIONS A. Submit requests for substitution of products to the Architect at least ten ( 10) days prior to Bid opening date. Requests received after that time will not be considered except as specified below under "Substitutions After Award of Contract". B. Substitute products shall conform with all requirements of product specified including, but not limited to function, appearance, quality, performance, and fire and life safety and other code requirFments. C. Substitutions will not be considered when indicated on shop drawings or product data submittals without separate formal request, when requested directly by subcontractor or supplier, or, when acceptance will required substantial revision of Contract Documents. D. Suhstitute products shall not be ordered or installed without written acceptance. E. Architect will determine acceptability of substitutions. REQUESTS_F0R_SUBSTITUTIONS A. Submit requests for substitutions under provisions of Section 00100 "Instructions to Bidders". B. Submit separate reques for each 9ubstitut4on. Document each request with complete data substantiating compliance of proposed substitution with requirements of Contract Documents. C. Identify product by Specifications section and Article numbers. Provide manufacturer's name and address, trade came of product, and model or catalog number . List fabricators and suppliers as Appropriate. O. Attach product data as specified in Section 01300. E. List similar projects using product, dates of installation, and names or Architect and Owner. F. Give itemized comparison of proposed substitution with specified product, listing variations, and reference to Specifications section and Article numbers. G. Give quality and performance comparison between proposed substitution and the specified product. H. Give cost data comparing proposed substitution with specified product, and amount of net change to Contract Sum. I . List availability of maintenance services and replacement materials. 01600-3 PIS w s UtmXWJUMF ■II SECTION 01600 'IATERIAL AND EQUIPMENT J. State effect of substitution on construction schedule, and changes required in other, work or products. 1 .09 SUBSTITUTIONS REQUESTED_AFTER_AWARD_OF CONTRACT A. Substitrtions will normally not be considered after date listed above in paragraph 1 .07 (A) except when required due to unfo •eseen circumstances. Within a period of 30 days after date of Contract, the Owner may, at his option , consider formal written requests for substitution of products in place of those specified when submitted in accord with the requirements stipulated herein. To receive consideration, one cr more of the following conditions must be documented in any such request: 1 . The substitution iG required for compliance with final interpretation of "ode requirements or insurance regulations. i 2. The substitution is required due to unavailability of a specified product, thr)ugh no fault of the Contractor. 3. The substitution is required because subsequent information disclosed the inability of the specified product to perform properly or to fit in the designated space. rhe s,jhctiiution is rccwired because it has become clearly evident, in the judgment of the Owner and/or Architect that substitute would be substantially in the best interest of the Owner in terms of cost, time, or other considerations. B. Submit with each request all submittals required under Paragraph 1 .08 "Requests for SubstitLtions". SUBSTITUTION-REQUEST FORM i A. Requests for approval of unspecified items will be considered only if submitted on the Substitution Request Form bound in the Project ,' Manual (Section 00111 ) or a duplicate copy thereof. A separate Form shall be submitted for each item upon which approval is requested, with the exception of groups of items (e.g. electrical fixtures, plumbirg fixtures, etc. ) for which and itemized listing may be attached. B. Requests related to Mechanical and/or Electrical Work may be submitted directly to each respective Consulting Engineer, with duplicate copy to the Architect. ' . 11 CONTRACTOR REPRESENTATION A. Request for substitution constitutes a representation that Contractor: 1 . Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product. 2. Will provide the same warranty for the Substitution as for the Specified Product . 01600-4 air ► �r ss ■r X■r � s SECTION 01600 MATERIAL aNO EQUIPMENT 3 . Will coordinate installation and make changes to other Mork which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or t' ne extension which may subsequently become apparent. 5. Will reimburse Owner for rev;ew or redesign services associated with re-approval by authorities. 1 . 12 STARTING SYSTEMS A. Coordinate schedule for start-up of various equipment and systems. 1 R. Notify Architect seven days prior to start-up of each item. C. 'Verify that each piece of equipment or system has been �-hecked for pcDper Iubri(.Ation, drivo rotation, belt tension, :ontrol sequence, or other conditions which may cause damage. :1. Verify chat tests, meter readings, and specified electric -haracteristics agree with those required by the equipment or yst� manufacturer . E. Verify wiring and support components for e(luipment are complete and tested. r. rAt�cute �;tart­,p under supervision of responsible nanufacturer's representative or Contractors' persornel in accordance with manufactur-rs' instructions. n. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in )per ation. I. Submit a written report in accordance with Section 01400 that equipment or system has been properly installed and is functioning correctly. 1 . 13 DEMONSTRATION AND INSTRUCTIONS ' A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of final inspection. R. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. C. Utilize operation and maintenance manuals a-s has is for instruction. review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance. 01600-5 SECTION 01600 MATERIAL AND EQUIPMENT r, remonstrate start-up, operation, control , -adjustment, trouble- . : shooti~ig, servicing, maintenance, and shutdown of each item of equipment at scheduled times, at equipment location. E. Prepare and insert additional data in operations and maintenance manuals when need for additional data oecomes apparent during installation. PART 2 PRODUCTS n Not Used Pf.RT 3 EXECUTION Not Used END OF SECTION t 01600-6 SECTION 01700 CONTRACT CLOSEOUT PART 1 .00 - GENERAL 1 .01 SECTION INCLUDES A. Prerequisites to Substantial Completion. B. Prerequisites to Contract Closeout. C. Reinspection Procedures. D. Final Cleaning. E. Adjusting, F. Project Record Documents. G. Operation and Maintenanc-e Data. H. Warranties. :. Spare Parts and Mainterance Materials. 1 .02 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Crintrols: Progress cleaning. B. Section 01600 - Material and Equipment : System start-up, testing, adjusfing, and Lialancing. 1 .03 PREREQUISITES ?O SUBSTAN71AL_COMPLETION A. In progress payment request coincident with or first following date claimed, show ether 100% completion for portion of work claimed as "substantially complete", or list incomplete items, value of inccrpletion, and reasons for being incomplete. include supporting documentation for completion as indicated in these contract documents. B. Submit statement showing accounting of changes to the Contract Sum. C. Advise Owner of pending insurance changeover requirements. D. Obtain and submit releases enabling Owner 's full and unrestricted use of the work and access to services and utilities, including (where required) occupancy permits, operating certificates, and sim- ilar releases. E. Deliver tools (purchased under this Contract for work in th :s Contract) , spare parts, extra stocks of materials, and simila. physical items to Owner. 01700-1 r WE SECTION 01700 CONTRACT CLOSEOUT F. Make final changeover of locks and transmit keys to Owner, and ,4dvise Owner 's per•sornel of changeover in security provisions, l G. Complete start-up testing of systems, and instructions of Owner's operating/maintenance personnel . Discontinue (or change over) and remove from project site temporary facilities and services, along with construction tools and facilities, mock-ups, and similar elements. H. Complete final cleaning up requirements, including touch-up of marred surfaces. I . Upon receipt of Contractor's written request for substantial complet on inspection, Architect will either, proceed with inspection or advise Contractor of prerequisites not fulfilled. J. Following initial inspection, Architect will either prepare certificate of substantial completion, or advise Contractor .;f work which must be performed prior to issuance of certificate- and repeat inspection whPo requested and assured that work has been substantially completed. K. Results of completed inspection will form initial "punch list" for final acc:ptance. na PRERE UISITES TO CONTRACT CLOSEOUT A. Letter referencing the Architect 's last punch list by date, stating that all items listed have been completed and requesting a contract -umpletion inspection. B. Submit final payment regjest with final releases and supporting documentation not previously submitted and at, Include releases and waivers of dens from Contractor, subcontractors and material suppliers, in fcr•m approved by the Owner. Include certificates of insurance for projects and ,.cmpleted operations where required. C. Submit updated final statement, accounting for additional ( final ) changes to Contract Sum. D. Submit certified copy of Architect 's final punch list of itemized work to be completec or corrected, stating that each item has been completed or otherw+se resolved for acceptance,endorsPd and dated by Architect. E. Submit consent of surety. �. Submit final liquidated damages settlement statement , acceptable to Owner. 01700-Z SECTION 01700 CONTRACT CLOSEOUT G. Revise and submit evidence of final , continuing insurance coverage complying with insurance requirements. H. Submit specific warranties, workmanship/ maintenance bonds, maintenance agreements, final certification and similar documents, all complete in final form. 1 .05 REINSPECTION PROCEDURES A. Upon receipt of Contractor's notice that work has been completed, including punch list items resulting from earlier inspections, and excepting incomplete items delayed because of acceptable circum- stances, Architect will reinspect work. B. Upon completion of reinspection, Architect will either prepare certificate of final acceptance or advise Contractor of work not completed obligations not fulfilled as required for final acceptance; if necessary, procedure will be repeated. C. Should additional reinspections ( i .e. , more than one reinspection for any item or portion of work) be required before the 0ork is accepted, the cost for each additional reinspection will be charged to the Owner at the Architect/Engineer's hourly rate. The Owner shall have the right to deduct such charges from the contract amount as provided in the Conditions of the Contract. 1 .06 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Replace filters of operating equipment. E. Vacuum clean carpeted surfaces and similar soft surfaces. F. Clean debris from roofs, gutters, downspouts, and drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste rnd surplus materials, rubbish, and construction facilities from the site. 1 .07 ADJUSTING A. Adjust operating products and equipr^ent to ensure smooth end unhindered operation. I 01700-•3 ri ri SECTION 01700 CONTRACT CLOSEOUT 1 .08 PROJECT RECORD_DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1 . Contract Drawings. 2. Project Mhnual . 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. 0. Project Manual : Legibly mark and record at each product section description of actual products installed, including the following: 1 . Manufacturer 's name and product model and number, 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1 . Measured depths of foundations in relation to finish first floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations t,f internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work.. 4. Field changes of dimension and detail . 5. Details not on original Contract Drawiigs. F . Prior to Final Inspection, Contractor shall obtain from Architect, and pay for at Architect 's cost of reproduction, a set of sepia mylar transparencies of all Contract Drawings. Transfer, in a neat and legible manner•, all revisions noted on working set of Drawings to transparencies. Each transparency shall be signed by Contractor and marked "Record Documents". G. Submit dccuments to Architect prior to final Application for Payment. 1 .09 OPERATION_AND MAINTENANCE_DATA A. Submit four•, bound in 8-1/2 x 11 inch text pages, three D side ring binders with durable plastic covers. 01700-4 SECTION 01700 CONTRACT CLOSEOUT S. Prepare binder- covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. C. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. 0. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified, type on 24 pound white paper. E. Part 1 : Directory, listing names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. F . Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subconx ar_tors and suppliers. Identify the following: r 1 . Significant design criteria. 2. List of equipment. 3. Parts list for each component. 4. Operating instructions. 5. Maintenance instructions for equipment and systems. 5. Mai ,ten ance iris tructions for special finishes, including ec;`jmmended cleaning Beth-ils and materials and special precautions identifying detrimental agents. ,. Part 3 : Project documents and certificates, including the following: 1 . Shop drawings and product data. 2. Air and water balance reports. 3. Certificates, 4. Photocopies of warranties and bonds. H, Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned with Architect comments. Revise content of documents as required prior to final submittal . I . Submit final volumes revised, within ten (lays after final inspection.. 1 . 10 WARRANTIES A. Provide notarized copies. B. Execute and assem')le documents from Subcontractors, suppliers, and manufacturers. 01700-5 SECTION 01700 CONTRACT CLOSEOUT C. Provide Table of Contents and assemble in three 0 side ring binder f with durable plastic rover. D. S�ibmit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing ' date of acceptance as start of warranty period. 1 . 11 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to location as directed; obtain receipt prior to final payment. PART_2___PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01700-5 .err;. IN SECTION 02072 MINOR DEMOLITION FOR REMODELING PART 1--GENERAL 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Condition3 and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Remove designated building equiprirent and fixtures. B. NPIi7ve designated partitions and components. C. Temporary partitions to protect existing building. ! . )3 RELATED MURK A. Section 01500 - Temporary Facilities: Fences and Barricades. B. section 01500 - remporary Farilities: Protection of existing buildings. C. Section 01500 - Temporary Facilities: Cleaning during construction. D Section 01700 - Contract Closeout: rroject record documents. 1 .03 SUBMITT6LS A. Submit demolition and removal procedures and schedule under provisions of Section 01300. B Submr t record drawings under provisions of Section 01700. 1 .C4 EXISTING CONDITIONS A. Conduct demolition to minimize interference with adjacent building areas. Maintain protected egress and access at all times. B. Provide, e-ect, and maintain temporary barriers and security devices. PART 2 PRODUCTS i Not Used. i i PART 3 EXECUTION 3.01 PREPARATION A. Erect and maintain weatherproof closures for exterior Openings. 02072-1 a. r SECTION 02072 MINOR DEMOLITION FOR REMODELING B. Erect ar,d maintain temporary partitions to prevent spread of dust, fumes, ar.d smoke, to other parts of the existing building. C Protect existing items which are not indicated to be altered. D. Mark location of disconnected utilities. Identify indicate capping locations on Project Record Documents. E. The Owner will within seven days notice from Contractor transfer any undesignated and freestanding furnishings and equipment out of the Wurk area. 3.02 EXECUTION A. Demolish in an orderly and careful manner. Protect existing foundation. Provide temporary structural support for roof where wale is to be removed. B. Except where noted otherwise, immediately remove demolished materials from site. C. Items requiring dei-clition and removal include, but are not limited to, the following: 1 . Wood framed walls. 2. Suspended ceiling systems. 3. Doors and windows. 4. Tackboards 5. Cabinetry 6. Plumbing fixtures. 7. Light fixtures. 8. Other items noted on Drawings. n. Remove materials to be re-installed or retained in manner to prevent damage. Store and protect under provisions of Section 01600. _ E. Remove, store, and protect for re-installation the fo11c,rjing �e materials and equipment: 1 . Chalkboards. F. Remove the following material and equipment to be retained by Owner. Deliver to location as directed by Owner. 1 . Metal Lockers. G. Remove and promptly dispose of contaminated, infested, or dangerous materials encountered. I 02072-2 IN r SE`TION 02072 MINOR DEMOLITION FOR REMODELING H. Asbestus: Should the Contractor discover any material which he suspects of containing asbestos fibe-s, the Contractor shall stop working immediately and shall not carry on any activities in that area that could disturb such materials. The Owner will evaluate the circumstances and instruct the Contractor on how and when to proceed with the Work. 2. The Contractor shall instruct workmen at the Site to be on the l,)ok-out for materials that may contain asbestos fibers and to not disturb or attempt to remove such mate-ials. 3. The Contractor shall take every precaution possible to prevent the spread of asbestos fibers 011-011ghout the '+fork ,nder this C-intract , The Contractor ;hall not break up and attempt to tNmove or actually remove from 'he Work area any material suspected of -.ontaioing asbe•itos fibers ( i .e. , pipe insulation, ,prayed-on firt-pr(mfing) , d. Asbestos fibers carried around the Work area or into the existing structure clue to the Contractor's carelessness or railur•e to follow the procedures specified herein shall , at the Contractor 's expense, he cleaned up in accordance gith E .P.A. requirement;. I . Do not burn or bur-, material-3 on ;ite. remove demolislped Ana ter i ;ls f oin -, ito as work Upon ._umpletion of work, leave areas of work in clean conditioti. END OF SECTION 02072-3 WW W SECTION 06112 ='RAMING AND SHEATHING PART 1GENERAL 1 .01 GE_NERA_L__REQUIREMENTS Drawings and" general provisions •-)f the Contract, including General and other Conditions and Division 1-General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Structural wall , and roof framing. 1 .03 REFEREN:.ES A. WCLI8 - West Coast Lumber Inspection Bureau: Standard Grading Rules fqr Wast "oast Lumber. B. WWPA - Western Wood Products Association. QUALITY_ASSURANCE A. Lumber —,tding agency: Certified by WrL1B. 1 .015 REGULATORY_REQUIREMENTS A. Conform to Uniform Building code for size and type of Fastener rerluirements. B. Conform to UL requirements to achieve rating indicated. DELIVERY,_STORAGEL_AND HANDLING A. Store and protect products under provisions of Section 01600. PART 2 PRODUCTS x' .01 LUMBER MATERIALS A. Lumber : PS 20; Douglas Fir graded in accordance with WCLIB Grading Rules; maximum moisture content of 19 percent; S4S; of following species and grades: 1 . Structural Light Framing: No. 2 grade. 2. Non-structural Light Framing: Standard grade. 3. 2x4 Framing and Studs: Stud Grade. 4. 2x6 Studs: No. 2 grade. 5. Structural Joists and Planks: No. 2 grade, or as shown on drawings. 6. Beams and Stringers: No. 1 grade. . Posts and Timbers: No. 1 grade. 3. Blocking and Frrrr ing: No. 3 grade. 06112-1 ■ ■ UrnXW SECTION 06112 FRAMING AND SHEATHING, B, Lumber shall be stamped "S-DRY" , 2.7,2 ACCESSORIES A. Fasteners: Electro-galvanized steel for exterior, high humidity, and treated wood locations; plain finish elsewhere; size and type to suit condition. B. Joist Hangers: Galvanized steel , sized to suit joists and framing conditions; manufactured by Simpson or approved. C. Anchors: Expansion shield and lag bolt type for anchorage to solid masonry or concrete. PART 3 EXECUTION t 3.01 FRAMING A. Erect wood framing members level anlj,lumb. B. Place horizontal members laid flat, crown side-up. C. Construct framing members full length without splices, M 0. G-).,ble members at opening; over one sq. ft . SpAce short studs over and under opening to stud spacing. Crnstruct double joist headers at roof )peninys, Frime rigid ,y 'nto joists. F. Bridge joists in excess of 8 rept span at mid-,pan members. Fit ;olid blocking at ends of members. ,.02 TOLERANCES A. Framing Members: 1/4 inch maximum from true position. END OF SECTION n in 06112-2 tFJFWXWXMF SECTION 06200 FINISH CARPENTRY PART 1 GENERAL 1 .01 GENERAL_REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division-General Requirements sections, apply to the work specified in this Section. 1 .02 SECTION INCLUDES A. Finish carpentry items, other than shop prefabricated casework. B. Standing and running trim. C. installation of hardware and attachment accessories. 0. Plastic laminate wainscot. 1 .03 PRODUCTS_INSTALLED BUT NOT FURNISHED_UNDER_THIS_SECTION .ection 03712 - Door Hardware: Supply of hardware and attachment accessories to this Section. S. Section 10522 - Fire Extinjuishers, Cabinets and Accessories: Recesses for recessed cabinets. Fire extinguisher,. r ' .,14 RELATED_SECTIONS A. Section 06410 - %stom r45ework: Shop Fabricated crstom .abinetwork, B. Section 09900 - Painting: Painting and Finishing of i* i s h carpentry items. i ,•'l5 REFERENCES A. AWI - Quality Standards. B. FS MMM-A-130 - Adhesive, Contact, C. NEMA LO-3 - High Pressure Decorative Laminates. 0. PS 20 - American Softwood Lumber Standard. E. UL - Underwriters Laboratories. 1 .06 REGULATORY REQUIREMENTS A. Conform to applicable code for flame/Fuel,-'smoke requirements. 5. 01--fnrm to UL requirements to achieve fire resi:;tance assembly rating indicated. 06200-1 SECTION 06200 FINISH CARPENTRY 7 .J7 SUBMITTALS A. Submit samples under provisions of Section 01300. B. Submit two samples 2x3 inch in site illustrating manufacturer's full range of colors and textures of plastic laminate. C. Submit 1 sample 12 inches long of wood trim, each species required. 1 .08 DELIVERY, STORAGE, AND HANDLING I A. Deliver products to site under provisions of Section 01600. 8. ;tore and protect products under provisions of Section 01600. C. Store materials in ventilated, interior locations under constant minimum temperatures of 60 degrees F and maximum relative humidity rf .55 percent. PART--2-,- -PRODUCTS LUMBER MATERIALS A. Softwood Lumber: PS 20; Custom grade in accordance with AWI; maximum moisture content of 6 per( ent; Douglas Fir spe�:jes, with mixed grain, of quality capable of transparent finish. 7�. SHEET MATERIALS A. good Particleboard: Per AWI standard, premium grade board of balanced construction as manufactured by Duraflake Co. , Albany, Orogon or ,approved; sanded Faces, 45 lb, density per cubic foot with moisture content of 8% )r less, with plastic laminate backing sheet applied, 3/8 inch thickness unless; noted otherwise; for wainscot backing boded at all locati ,ns except toilet rooms. 1 B. Softwood Plywood: PS- 1 , APA, Veneer A-C, exterior, with plastic r laminate backing sheet ,applied, 3/3 inch thickness; For wainscot backing board at toilet rooms —03 PLASTIC_LAMINATE_MATERIALS a A. Plastic Laminate: .050 inch General Purpose Grade; color, finish as selected by Architect from manufacturer's standard full line. 1 OJ ADHESIVE A. contact Adhesives: FS MMM-A-130 as recommended by manufacturer for pe of application. 06200-2 i SECTION 06200 FINISH CARPE14TRY �CSSSORIES A. Nails: Size and type to suit application, plain finish. B. Bolts, Nuts, Washers, Blind Fasteners, Lags, and Screws: Size and type to suit application; plain finish. C. Lumber for Shimming and Bl-)cking,, Softwood lumber of Douglas fir species. 0. Primer: Alkyd primer sealer type. E. Wrfod Filler: Solvent Oil base, tinged to match surface finish color. PART-3- FXECUTION 3.01 EXAMINATION A. ;?ginning of installation means acceptance of existing Gond ;tions. 3 .02 PREPARATION A. Re`ore installation, prime paint surfaces with paint on items or assemblies tc be in contact with cementitious materials. INSTALLATION A. Tr,stall wur•k in accordance with -.w[ Custom ,luality standard. B. Set and secure materials and componrrts iri place, plumb and level . C. Install trim with nails 0. Nail backer board for wa insc.ut to wood frim ing rqi th balance sheet concealed, apply with 8d finish nails at 8" o.L� . at edges and 12" O.C. at intermediate supports all edges full bearing; Set nail heads. E. Ap, ', plastic laminate finishe, where indicated. Conform to AWI Se t :on 400 Paragraph 400-?1 to 400-29 incl�isive. Adhere with adhesive over entire surface. Stagger vertical j.;nts it plastic laminate minimum 12 inches from joints in backing beard. Install with beweleg edges at batt joints and mitered join 's at exposed corners. F. Install hardware supplied by Sectiun 08712 in arr ordance with manufacture `s ;nstructiuns. 06200-3 SECTION 06200 FINISH CARPENTRY 3.O4 TOLERANCES A Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from Tru-!! alignment with Abutting Materials. • 1/32 inch. 3 .05 PREPARATION FOR SITE FINISHING Q. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sang work smooth. B. Site Finishing: Re'l`er to Section 09900. j ENO OF SEC"ION 1 P' 06200-4 ! ! ! ! FAMAMA OF ! ! ! SECTION 06410 CUSTOM CASEWORK PART—1 GENERAL 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INLCUDED A. Special fabricated plastic laminate finished cabinet units. B. Countertops. C. Prefinished surfaces. D. Prepared for utilities. 1 .03 RELATED WORK A. Section 06200 - Pinish Carpentry. B. Section 15400 - Plumbing Fixtures and Trim. 1 .04 REFERENCES A. FS MMM-A-130 - Adhesive, Contact. B. NEMA L03 - Hig , Pressure Decorative Laminates. C. P;; 20 - American Softwood Lumber Standard. D. PS 58 - Basi: Hardboard. E. AWI - Section 400 Custom GradF . .05 QUALITY_ASSUR4NCE A. Conform to AWI "Custom" grade for all work. B. Subcontractor qualification: Subcontractor shall have been producing work, to quality specified herein, for 3 years minimum amd have proper equipment to produce work in accordance with AWI stendards. 1 .06 SUBMITTALS A. Submit shop draw;rgs and product data under provisions of Section 01300. B. Include materials, component profiles, fastening methods, assembly methods joint details and accessory listings. C. Submit samples under provisions of Section 01300. 06410-1 aur e■r nor ■s i■r o s ■r e� SECTION 06410 CUSTOM CASEWORK D. Exposed hardware: Submit one sample of each type and finish. 1 .07 MOCKUP A. Prepare mockup under provisions of Section 01400. B. Provide full size base cabinet and upper cabinet in specified finish with hardware installed. C. Units will be examined to ascertain quality and conformity to standards. D. Units will establish a minimum standard of quality for this work. E. Approved units may be used as part of the Work. PARI-2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Ashlat,J Glass & Millwork, Inc. B. Burgener's Woodworking, Inc. C. Faustrollean Fixture Co. 2• D. Kriegsco Manufacturing. E . Lemons Millwork, Inc. F. Ly-Line Products, Inc. G. Westmark Products. H. Substitutions: Under provisions of Section 01600. 2.02 MANUFACTURED UNITS A. Design: Flush overlay. 2.03 SHEET MATERIALS A. Wood Particleboard: Per AWI standard, premium grade board of balanced construction as manufactured by Duraflake Co. . Albany, Oregon or approved; sanded faces, 45 lb. density per cubic foot with moisture content of 8% or less, 3/4 inch thickness unless noted otherwise, located as follows: 015410-2 emir �e � s � sr t sa SECTION 06410 CUSTOM CASEWORK ,TQM Drawer Front, Sub-front, Back. Drawer Bottoms, 1/4" Shelving, 3/4" thick to 36", 1" thick over 36" Cabinet Tops, Bottoms, Ends and Backs Cabinet Doors Cabinet Tops B. Hardboard: PS 58; premium grade, champagne color, factory finished pressed wood fiber with resin binder, tempered grade, 1/4" thick J located as follows: { ITEM Dividers C. Polyester Laminated Plywood: Z layer plywood laminated with r particleboard on both sides, 1,'2" thickness uniAss noted otherwise. ITEM Drawer Sides I D. Softwood Plywood: i ; APA Veneer grade A-D; exterior, 3,'4 inch �hicknes. ITEM f I A-ISes ACCEPTABLE LAMINATE MANUFACTURERS I A. .'�,)rmica B. Wilsonart C. Nevama: ID. Substitutions: Under provisions of Section 01600. LAMINATE_MATERIALS A. Exposed Plastic Laminate: NEMA Standard No. LD 1-64 Type 1 General Purpose Grade, thickness .050 inch for countertops, back and side Isplashes: furnish Type 2 Vertical Grade .030 inch thickness, for exposed face frames and end_, and exposed faces of hinged doors and drawers for all casework; solid color and pattern as selected by Ari, ritert. B. Interior Exposed & Semi-Exposed Surfaces: Plastic l.gmirlate :nel.amine .030 inch thickness. 'hampagne :olor with matte Finish. I06410-3 W t W t W W_ R f SECTION 06410 CUSTOM CASEWORK I C. Unexposed Surfaces: Laminate backing sheet, LD-3 BK20 Backing grade, undecorated plastic laminate. 2.06 ACCESSORIES A. Adhesive: FS MMM-A-130. Type recommended by laminate manufacturer to suit application. B. PVC Edge Trim: Solid band, .020 thickness, smooth finish, of width tri match sheet thickness, pressure and heat melt adhesive applied, color to match Plastic Laminate. C. Fasteners: Size and type to suit application. D. Bolts, Nuts, Washes, Lags, Pins, and Screws: Of size and type to suit application; black finish in exposed locations. 2.07 HARDWARE A. Adjustable Shelf Supports: Blum #34.0040 nylon adjustable steel pin shelf clips. B. Drawer and Doer Pulls: 3!8" diameter 3 1;'2" wire pulls, brushed stainless steel . C. Cabinet Locks: National Lock #C-8.102 pin tumbler. D. Catches: National Lock #61-530. E. Drawer Slides: Blum #BS230E, 100 lb. rating standard; Grant 0555 full extension, 150 lb. rating at all file drawers. F. Hinges: Full concealed, Blum #90A6530 ( 170 degree) . Attach to casework using euro-screws. G. Drawer Front Adjusters: Blum tt295. 100. H. Coat Hooks: Ives ceiling hook No. 580, I . Substitutions: Under provisions of Section 01600. 2.08 FABRICATION A. Conform to AWI Section 400, custom grade with plastic laminate faces. B. Shop assemble casework for delivery to site in units easily handled and to permit passage through building openings. C. Fit shelves, doors, drawers, and exposed edges with PVC edging. tls- full length pieces only. 06410-4 1 SECTION 06410 CUSTOM CASEWORK D. Door and Drawer Fronts: 3/4 inch thick, "flush overlay" type construction. E. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. F. Apply plastic laminate finish in full uninterrupted sheets cons ;stent with manufactured sizes. Make corners and joints hairline. Locate counter butt joints minimum 2 feet from sink cut- outs. G. Cap exi.osed plastic laminate counter edges with material of same finish and pattern. H. Mechanically fasten splashbacks to countertops. I . Apply laminate backing sheet to reverse side of plastic laminate finished surfaces. J. R-ovide cutouts for plumbing fixtures, inserts, appliances, outlet Loxes, and other fixtures and fittings. Verify locations of cutouts from on-site dimensions. Seal contact surfaces of cut edges. K. : -ovide 2 vertical rows of holes in cabinet sides, spaced 1 1/2" Raximum from front and back of cabinet units to receive adjustable shelving. Size holes for adjustable shelf clips, space 1 1/4" o.c. , ertically. PART 3 EXECUTION 3.01 INSPECTION A. Verify adequacy of backing and support framing. 3.02 INSTALLATION A Set and secure casework in place rigid, plumb, and level . B. Use purpose designed fixture attachments at concealed locations for wall mounted components. I C. Use threaded steel concealed joint fasteners to align and secure adjoining cabinet units and counter tops. Counter tops shall be Icontinuous over units below. 0. Carefully scribe casework which is against other building materials, leaving gaps of 1/32 inch maximum. Do not use additional overlay trim for this purpose. ' 06410-5 X IWIRW t ! I/ r I SECTION 06,110 CUSTOM CASEWORK E. Secure cabinet and counter bases to fluor using appropriate angles and anchorages. 3.03 ADJUSTING AND C;.EANING A. Adjust doors, drawers, hardware, fixtures and other moving or operating parts to function smoothly and correctly. B. Clean casework, counters, shelves, hardware, fittings and fixtures. END OF SECTION I i I. r t1 06410-6 SECTION 07213 BATT AND BLANKET INSULATIuN PART-1--GENERAL 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1-General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Batt insulation and vapor barrier in exterior• wall . 1 .03 REFERENCES A. FS HH-I-521 - Insulation Blankets, Thermal (Mineral Fiber, for Ambient Temperatures) , B. FS HH-I--1252 - Insulation Thermal , Reflective (Aluminum Foil ) . 1 .04 SYSTEM DESCRIPTION A. Materials of this Section shall provide a thermal , vapor and air barrier at building enclosure elements. 1 .05 SUBMIT' ALS A. O:,bmit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.01 ACCEPTABLE_MANUFACTURERS A. Owens-Corning Fiberglass. B. Manville. C. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Glass or Mineral Fiber Thermal Batt Insulation: 1 . Concealed Applications: FS HH-I-521 ; preformed glass or minera fiber batt; Type I - without membranes for sound insulation and Type III - i0 th reflective covering one side for exterior wall and attic. 2. ThicKness required for resistance (R) values as shown. 2.03 INSULATION_VALUES A. Walls: R-11 07213-1 SECTION 07213 BATT AND BLANKET INSULATION 2.04 AC_C-SSORIES A_ Nails or Staples: Steel wire; electroplated; type and site to suit application. 8. Tape: Bright aluminum, self adhering type mesh reinforced 2 inches wide. PART 3 EXECUTION 3.01 PREPA1ATION A. Verify adjacent materials are dry and ready to receive installation. B. verify mechanical and electrical services within walls have been .nstalled and tested. 3.02 INSTILLATION A. Install batt insulation reflective barrier in accordance with ldnufacturer's instructions. B. Trim insulation neatly to fit space; . Use batts free of damage. C. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation, Leave no gaps or voids . 0. Iistall wail insulation with factory applied membrane facing warm side of bLilding spaces. i_ap ends and side flanges of membrane botween freming members. Staple in place wall insulation at m,•<imum C 6 inches. Tape seal butt ends and lapped side flanges. Tape sed , to-ar•s Dr cuts in membr ine. FND OF '3EC T ION 07213-2 1 SECTION 07420 COMPOSITE BUILDING ^ANFLS f PART_1�-GENERAL I 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this section. 1 .02 WORK INCLUDED A. Preformed composite panel system for infill at existing windows. 1 .03 RELATED WORK A, Section 06112 - Framing and Sheathing: Stud framing sys' m. 9. Section 09900 - Painting. f 04 PERFORMANCE 1 A. Preformed metal panel system to withstand code unposed design loads. '•laximum allowable deflection of span: 1%180. B. System to accommodate movement of components without buckling, failure of joint seals, undue stress un fasteners, or other detrimental effects, when subject to seasonal temperature ranges. 17. System to accommodate toleranc;,s of structure. ( )5 SUBMITTALS A. Submit product data under provisions of Section 01300. 3. Indicate dimensions, panel layout and construction deta• ls. fC. Sribmit manufacturer's standard color samples for selection under pcovi:ions of Section 01300. D. Submit manufacturer's installation instructions unser provisions of Section 01300. ^ART 2---PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Glassweld, by Eternit. 8. Substitutions: Under provisions of section 01600. i i i07420-1 SECTION 07520 COMPOSITE BUILDING PANELS 2.02 SHEET MATERIALS A. Mineral fiber reinforced cement panel ; 5/16" thick, sires as needed to replace existing glass in window fra,.es. No joints allowed except at frame edges and mullions. 2 .03 MATERIALS A. Sealants and Gaskets: Manufacturer's standard type suitable for use with installation of metal panel system; non-staining; non-shrinking and non-sagging. B. Touch-up Paint: As recommended by panel manufacturer. 2. 74 FINISH A. Exposed Exterior Surfaces: Field poirrtcd to match adjacent surfaces (Sr:x:i i on 09900) . PART-3---EXECUTION 3.01 INSTALLATION A. Install -ortiposite metal r,uilding panel system on walls in accordance with nani,facturer ' s instructions. B. Remove site cuttings from finish surfaces. Permanently fasten panel system to structural supports; align, level , and plumb, within specified tolerances. u. Use concealed fasteners .finless otherwise approved by Architect. E . Seal and place 3askets to prevent weather ;penetration. Maintain neat appearance. END OF SECTION 07420-2 SECTION 07900 .JOINT SEALERS PART 1 GENERAL 1 .01 GENERAL REQU1',EMENTS Drawings d general provisions of the Contract including General and other Cor ;itiors and Division 1 - General Requirements sections, apply to the work specified in this section. r .02 SFCTION INCLUDES A. Preparing sealant substrate -urface,. B. Sealant and backing. 1 .n3 RELATED SECTIO14S A. Section 06200 - Finish Carpentry: Sealants used in conjunction with aiding. B. Section 06410 - Custom Casewurk : Sealants iso-d in conjunction with countertops;. C. Section 08111 - Standard Steel Doors & Frames: Sealants used in conJ-nction with door frames. D. Section 09220 - Portland Ceinerrt plaster: Sealants !rsed in conjunction with Portland CemQnt Fl ;ster work. F. Section 09650 - Resilient Flooring: Sealants used in conjunction with resilient floor fin 'sh. ' .04 REFERENCES A. ANSI;ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber', B. ASTM C804 - Use of Solvent-Release Type Sealants. :. �5 TT-S-00230 - Sealing Compound: Ela,tomer it: Type, Single Component. D. FS TT-S-001543 - Sealing Compound, Silicone Rubber Base. 1 .05 SUBMITTAL A. Submit product data under provisions of Section 01300. B. Submit product data indicating sealant chemical characteristics, performance criteria, limitations, color availability C. Submit samples under provisions of Section 01300. 07900-1 SECTION 07900 JOINT SEALERS 7. Submit tw,7 samples 2 x 2 inches in size iilu trating colors selected. E. Submit manu�acturer's insta' lation instructions under provisions of Section 01300. F. Submit manufacturer's certificate under provisions of :vection 01400 that products meet or exceed specified requirements. 1 .06 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum three years experience. B. Applicator : %,npany specia' izing in applying the work of this Section Aith minimum three years experience, apt roved by sealant manufacturer. C. Conform to Sealant and Wa•:erproofers Institute requirements for ®r materials & installation. . ENVIRONMENTAL_REgUIREMEN�S A. Do not install solver: curinkI sealants in enclosed building spaces. 3. 1-1Aint.3in temperature and )umidity recommencled by the sealant manufacturer during and after installation. SEQUENCINg_AND SCHEDULING A. Coordinate the work of this Section with all Sections referencing chis Section. PART-2__ PRODUCTS ,_ . )1 SEALANTS A. Polyurethane Sealant: FS TT-5-00230 ,Type II - non-sag, Class A; color as selected; non-staining type manufactured by Sika Chemical Corporation or approved. For application at normal movemenc dynamic surface joints and expansion-control joints. B. Silicone Sealant: FS TT-S-015'13, Class A, low modulus non-staining, non-sagging, type; color as selected; "Silglaze N" as manufactured by General Electric, or approved. For application at all flashing joint rover plates and seam:;. �1 07900.2 SECTION 07900 JOINT SEALERS 2.02 ACCESSORIES A. Primer: Non-staining type, recommended by sealant manufacturer t� suit application. B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials, C. Joint Backing: ANSI/ASTM D1056; round, closed cell polyethylene foam rod; oN.ersized 30 to 50 percent larger than joint width; approved by sealant manufacturer. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PAP T 3 EXECUTION 1.0' EXAMINATION A. Verify that surfaces & joint openings ar, ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer. B. Beginning of installatioi means installer accepts existing surfaces. 3.02 PREPARATION fA. Clean and prirte joints -n accordance with manufacturer 's instructions. B. Pemove loose materials and foreign natter which night impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with j ;ealant. 0. Perform preparation in accordance with ASTM C804 for so'vent release sealants. E. Protect elements surrounding the work of this Section from damage or disfiguration. 3.03 INSTALLATION A. Install sealant in accordance with manufacturer's instructions, B. Measure joint dimensions and size materials to achieve required width/depth ratios. C. Tnstal ' joint "asking to achieve a neck dimension no ji-eater than 1/3 the joint .+idth. 07900-3 SECTION 07900 JOINT SEALERS J. Install bond breaker where joint backing is not used. E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. F . Install sealant free of air pockets, foreign embe;,ided matter, ridges, and sage. 0. Tool joints concave. 3.04 CLEANING AND REPAIRING A. Clean work under Provisions of Section 01700. B. Clean adjacent soiled surfaces. .. Pepair or replace def aced or disfigured finishes caused by work of this Srction. ;.,)o PROTECTION OF FINISHED WORK A. Protect sealants until cured. END OF SECTTON 1 �t 07900-4 w x I W 1L 38VMCUVH _ vi DNI1VU 3WJ m a w x W J O � I 1�2�C l�V N _ U_ iNIVd — — J a - a rW- 1331S a c� doom — f n il1CYy I V W1S r) _ Awiov3 N 1NIVd — ONIZV39 T 83AMI LU w a_ Q _1331S w 000ml- 0 L4 ��� 8• Z ZI A- Z- II — 1 i SECTION 08111 STANDARD STEEL DOORS AND FRAMES PART 1 __GENERAL 1 .01 GENERAL—REQUIRF,_,ENTS Drawings and general provisions of the Contract, including General and other Conditions and Division i - General Requirements section;, apply to the work specified ;n this Section. 1 .02 WORK INCLUDED A. Fire rated rolled steel doors and frames. 1 .03 RELATED WORK A. Door schedule at beginning of Division 8. B. Section 08712 - Hardware. C. Section 08800 - Glazing. D. Section 09900 - Painting: Field painting of doors and frames. 1 .04 REFERENCES A. DHI - Door Hardware Institute: the Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood I:r•3mes and Builder's Hardware. B. NFPA 80 - Fire Doors and Windows. C. SDI-100 - Standard Steel Doors and Frames. I D. SOi-105 - Recommended Erection Instructions for Steel Frames. E. UL 10B • Fire Tests of Door Assemblies. 1 .05 QUALITY_ASSUPANCE A. Conform to requirements of SDI-100 B. Fire rated door and frame construction to conform to UL 10B. C. Installed frame and door assembly to conform to NFPA 80 for fire rated class indicated in 'schedule. 1 .05 REGULATORY—REQUIREMENTS A. Conform to applicable co,ie for fire rated frames. 1 .07 SUBMITTALS A. Submit shop drawings and product .lata under provisions of Section 01300. 08111-1 SECTIV 08111 STANDARD STEEL DOORS AND FRAMES B. Indicate frame configuration, frame width (coordinate with 04a11 thickness) , anchor types and spacings, location of cutouts for hardware, reinforcement, welding end finish. C. Indicate door elevations, i-iterral reinforcement, closure method, and cut outs for glazing. 1 .08 DELIVERY., STCRAGE AND PROTECTION A. Protect products under provisions of Section 01600. PART 2 - PRODUCTS 2.01 ACCEPTABLE r1ANUFAC rURERS A. Ceco B. Curries Manufacturing C. , i!nestra D. Steelcraft E. Grand Metals Products C—p. F. Republic G. Substitutions: Under provisions of Section 00100. 2.02 DOORS AND FRAMES A. Interior Doors : SDI-100 Grade III, Model 5, 10 gage. B. Interior Frames: 16 gage material , core thickness. 2.03 ACCESSORIES A. Rubber Silencers Resilient rihher. B. Glazing Stops: Rolled steel channel shape, mitered corners; prepared for countersink style screhs. ?.04 PROTECTIVE COATINGS 3. Primer: Zinc chromate type. 2.05 FABRICATION A. Fabricate frames as welded unit type. 08111-2 SECTION 08111 STANDARD STEEL DOORS AND FRAMES B. Fabricate frames and doors with hardware reinforcement plates welded in place. C. Prepare frame for silencers except fire rated doors. Provide three single rubber silencers for single doors on strike side. i D. Attach fire rated label to each frame door unit. IE. Close top edge of exterior door flush with inverted steel channel closure. Seal joints watertight. 2 .05 FINISH A. InLerior Units: 0,60 oz/sq ft galvanized. Ci. Primer: Air dried. C. Finish: As per Section 09900. PART 3 - EXECUTION 3.01 INSTALLATION A. Install frames in accordance with SDI-105. C. Coordinate with masonry, wood framing & wallboard wall construction for anchor placement. D. Coordinate installation of glass and glazing. i 3 .02 TOLERANCES i A. Maximum Diagonal Distortion: 1, 16 inch measured with strai-Iht edge, corner to corner . 3.03 ADJUSTING AND CLEANING A. Adjust hardware for smooth and balanced door movement. IEND OF SECTION I J8111-3 f a SECTION M',10 WOOD DOORS PART-1—GENERAL 1 .01 GENERAL REQgIPEMENTS Urawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. :food doors non-r .. .�ed. B. Schedule at the beginning if Division 8. 1 .03 RELATED WORK A. Section 0811' - Standard Steel Doors and Frames: Steel frames. B. Section 08712 - Hardware. C. Section 08809 - Glazing. 1 D. Section 09900 - Painting: Site finishing doors. 1 .04 REFERENCES A. ANSI/NWMA I .S. 1 - Industrl,, Standard For Wood Flush Doors ( Includes Standards I .S. 1 . 1 throughI . I .S. 1 .7) . B. AWI - Quality Standards of Architectural Woodwork Institute. i 1 .05 QUALITY_ASSURANCE A. Conform to requir!ments of ANSI/NWMA I.S. 1 , ` 1 .06 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate door elevations, stile and rail reinforcement, internal blocking for hardware attachment, and cutouts for glazing.and ` louvers. ( C. Submit manufacturer's installation instructions under provisions of Section 01300. 1 .07 DELIVERYL_STORAOE1._AND_PROTECTION A. Protect products under provisions of Section (11600. B. Package, deliver, and store doors in 3r:cordance with AWI requirements. 09210-1 SECTION 08210 WOOD DOORS 1 ,06 WARRAKTY A. War, anty: Door manufacturer 's standarc! warranty. PART 2 PRODUCTS 2.01 ACCEPTAELE_MANUFACTURERS Weyerhaeuser. Ak B. Cal-Wood Door. C. Nu-Door, P. Vancouver Door Co. E. Substitutions: Under provisions of Section 01600. x.02 DOOR TYPES A. Flush Interior Doors: 1-3/4 inches thick; solid core construction; wood veneer faces. 2.03 DOOR CONSTRUCTION_(AWI_QUALITY_STANDARDZ A. Solid, Non-Rated Core: AWI Section 1300, PC-Particleboard. 2.04 FLUS.i DOOR FACING A. Facing Quality: AWI premium grade. B. Flush Tnterior Door Veneer: plain sliced red birch with book matched grain, for transparent finish. &.05 ADHESIVES A. Interior Doors: AWI, Type II . 2.06 FABRICATION A. Fabricate non-rated doors in accordance with AWI Quality Standards r requirements. H. Provide flush doors with 3/4 inch thick edge strips of wood species to match veneer. C. Premachine doors for finish hardwarf,. 1 0. Provide 5 irch wide top and bottom rails and 5 inrh wide lock blocks as required for installation of Door Hardware. OA210-2 MWXWEW SECTION 08210 WOOD DOORS PART 3 EXECUTION 3.01 INSTALLATION A. Install doors it accordance with manufacturer's instructions. B. Machine cut relief for hinges and closers and coring for handsets and cylinders. C. Trim door width by cutting equally on both jamb edges to a maximum T of 3/16 inch. D. Trim door height by cutting at bottom edge only, to a maximum of one inch. E . Pilot drill screw and bolt holes. Prepare doors to receive finish hardware in accordance with AWI requ rements. G. Conform to AWI requirements for fit tolerances. T H. Cuirdinate i,istallation of glass and glazing. 3.02 INSTALLATION TOLERANCES A. Maximum Uiagonal Distortion: 1/4 inch rneasurAd with straight edge, corner to corner . + . 0.' ADJUSTING AND CLEANING a. Adjust for smooth and balanced door movement. END OF SECTION 1 08210-3 rwwww wwww wwar SECTION 08712 DOOR HARDWARE PART-1 GENE01_ 1 .01 CENERAL_REQUIPEMENTS Drawi,-,gs rd , general provisions of the Contract, including General and other Concitions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Hardware for wood and hollow steel doors. B. Gasketting. C. Furnish templates to Section 08111 for 6,)or and frame preparation. 1 .03 RELATED WORK A. Section 08111 - Standard Steel Docrs and ames. r B. Section 08210 - Wood Doors !• 1 .04 REFERENCES ! A. ANSI A117. 1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. DHI - Door and Hardware Institute. 1 .05 COORDINATION A. Coordinate work of this Section w•.th other directly affected Sections involving manufacturer of any internal reinforcement for poor hardware. 1 , 76 QUALITY ASSURANCE A. Manufacturers: Companies specializing in manufacturing door hardware with minimum three years experience. B. Hardware Supplier: Company specializing in supplying commercial door hardware with 5 years experience.and approved by manufacturer. C. Hardware Supplier Personnel : Employ an Architectural Hardware Consultant (AHC) to assist in the work of this Section. 1 .07 SUBMITTALS A. Submit schedule, shop drawings, and product data under provisions of Section 01300. B. Indicate locations and mounting heights of each type of hardware. 08712-1 SECTION 08712 DOOR HARDWARE C. Provide product data on specified 'hardware. 1 .08 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under p provisions of Section 01700. B. Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1 .O9 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products ender provisions of Section 01600. C. Package hardware items individually; label and identify package with door opening code to match hardware schedule. E. Protect hardware by storing in secure area. 1 . 10 WARRANTY A. Provide one year warranty under provisions of 'Section 01700. 1 . 11 MAINTENANCE MATERIALS A. Provide special wrenches and tools applicable to each different or special hardware component. 9. Provide maintenance tools and accessories supplied by hardware component manufacturer. PART 2 EXECUTION 2 .�j1 ACCEPTABLE MANUFACTURERS A. The numbers shown in the Hardware Groups are taken from the catalogs of the following manufacturers and are for the purpose of establishing quality, design, function, and finish. 1 . B-itts: Lawrence. 2. Lock and Latch Sets: Schlage. (No substitutes) . 3. Push/Pmts: Cipco 4. Cylinder Locks: Schlage. (No substitutes) . 5. Flush Bolts: H. B. Ives/Rixson 5. Exit Devices: dc,n Ouprin. (No s-ibstitutes) . 7. Closers- LCN (No substitutes) . 9. Gaskettinq: Perko 9. Stops: H. B. Ives; Rixson 10. Thresholds: Pemko 08712-2 XW )ill rill SECTION 08712 DOOR HARDWARE 11 . Protection Plates: Cipro. 12. Astragals: Pemko B. Substitutions: Under provisions of Section 01600. 2.02 KEYING A. Door Locks: Designed to al';ow keying by Owner's locksmith; master keyed to the Owner s keying system. B. Construction keys only are to delivered tj the General Contractor, C. Supply 2 keys for each lock. 0. Supply keys in the following quantities: 1 . 6 master keys. 2. 4 construcion keys. 2.03 FINISHES A. Finishes are identified in Schedule at end of this Section. PART-3---EX-ECUTION 3.01 INSPE:CTION A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings. B. Beginning of installation means a(,��ptance of existing conditions. x .02 INSIALLATION A. Install hardware in accordance with, manufacturer 's instructions and requirements of ANSIiNFPA 80. and DHI . B. 1_1se the templates provided by hardware item manufacturer. 3 .03 SCHEDULE DOOR 015 HW-1 1 1112 Pr. Butts 864101 4 1/2 x 4 1/2 630 1 Ea. Threshold 157 A Alum. Balanck• of Hardware Existing. 08712-3 ''ECTION 08712 DOOR HARDWARE DOOP_Jl23_ HW-2 1 Pr. Butes 4181 4 1/2 x 4 1/2 626 1 Ea. Lock A70PO Plymouth 2 3/4" B.S. 626 DOOR 474 HW-3 1 1/2 Pr. Butts BB4101 4 1/2 x 4 1/2 626 1 Ea. Lock D70PD Olympiad 626 1 Ea, Closer 4114 Cush-n-Stop Alum. 1 Ea Kickplate 10" x 2" LOW 630 1 Ea. Gasketing S88 DOOR #808 HW-4 Reuse existing hardware. ENE OF SECTION 08712-4 / / / / / / 1JR < WWr 1W SECTION 08800 GLAZING PART—1_GENERAL 1 .01 GENER.AL_REQUUI_REMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the tyork specified in this Section. 1 .02 WORK INCLUDED A. Glass and glazing for hollow metal work., windows and doors. 1 .03 RELATED-WORK A. Section 08111 • Standard Steel Doors & Frames: Hollow metal frames and door:,. 1 .04 REFERENCES A. ANSI Z97. 1 - Safety Performance Specifications and Methods of Test for Safety Glazing Material Used in Buildings. B. FS DD-G-451 - Glass, Float or Plate, Sheet, Figured (Flat, for Glazing, Mirrors and Other Uses) . C. FS LSD-G-1403 - Glass, Plate (Float) , Sheet, Figured, and Spandrel (Heat Strenqthened and Fully Tempered) . D. FS TT-S-227 - Sealer Compound: Rubber Base, Two Component ( for Calking, Sealing and Glazing in Building Construction) . E. FS TT-S-1543 - Sealing Compound: Silicone Rubber Base (for Calking, 1 Sealing, and Glazing in Buildings and Other Structures) . F. FS TT-S-001657 - Sealing Compound: Single Component, Butyl Rubber Rased Solvent Release Type ( for Buildings and Other Types of Construction) . G. FGMA - Glazing Manual . 1 .05 QUALITY ASSURANCE ' A. Conform to Flat Glass Marketing Association (FGMA) Glazing Manual Glazing Sealing Systems Maoual for glazing installation methods. 1 ,06 SUBMITTALS A. Submit product data under- provisions of Section 01300. B. Provide structural , physical and environmental characteristic-, size limitations, special handling or installation requirements. C. Submit samples under provisions of Section 01300. 1 08900-1 SECTION 08800 GLAZING , D. Submit one sample of each, approximately 3" x 3" in size, illustrating tinted glass coloration,. 1 .07 DELIVERY, STORAGEj__AND PROTECTION A. Deliver products to site under provisions of S: ,:tion 01600. B. Store and protect products under provisions of Section 01600. 1 .08 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. PART 2PRODUCTS 2.01 ACCCEPTABLEGLASS MANUFACTUnERS A. Acceptable Glass Manufacturers 1 ASG Industries 2. Ford Industries 3. Libbey-Owens-Force Glass Co. 4. PPG Industries, Inc. B. substitutions: Under provisions of Section 01600. ;'.02 GLASS MATERIALS A. Wire Glass: (Glass Type 'W' ) =S DD-G-451 ; type II , clear, polished hoth sides, square mesh of woven stainless steel wire of 1,'2 inch and size; 1/4 inch thick, U.L. listed. `:.03 GLAZING ACCESSORIES A. Setting Blocks: Neoprene or EPDM, Shore A durometer hardness. r B. Spacer Shims: Neoprene; Shore A durometer hardness. C. Glaring Splines: Resilient poly%;inylchloride extruded shape to suit ylar.ing channel retaining slot; black color. p PART-3-EXECUTION 3.01 ;NSPECTI;ON A. Verify surfaces of glazing channels or recesses are clean, free of obsrructions, and ready for work of this Section. B. Beginning of insta' la�ion means acceptance of substrate. 08800--2 � +� t �r � � sir ■e � �w wr SECTION 08800 GLAZING 3.02 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses. C. Prime surfaces scheduled to receive sealant. 3.03 INSTALLATION A. Comply with "Glazing Manual" by Flat Glass Marketing Association. B. Use flexible vinyl gasket material where shown on drawings. 1.n4 CLEANING A. After installation, mark pane with an "X" by using plastic tape or removable paste. B. Remove glazing materials from finish surfaces. C. Remove labels after work is completed. 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' �e�sae� e�i����. ir�ii�■�ii�■�r�i �'�'i ■ ■r�irrr■ �i =r�ii�■r�Qi ■■r■ ■■■ �i iiii=i ■� � ■ =mom== r ■�ii�i i mom MM mrsom mMMMrmi �■©■■ ,mac ammommummm"Mi■rrr� ■■IMM==i■r Elmtmmmlmm mm■©.�.Imummmum • o o�ea �� ee�e��e■®�■ l:l U l_I 1_I Itl U 11 L-1 1_,1 L1 1 J n man Ml =am=lM==lM M mmmm amm mm mwmcmm =MUM=== mm mmmmmmm Ml mlMMmMlM mom mm omm =am= mmmm mum mommmmom MM mmmmmmm mm mom" m IN MKS . �o�i����-�■�o�a �i MINE • MMMMMMM MIM IM Mi MIM IM IM IMIM IMMIM IM MIM IM IMMIM rum lmimimmoo= MM :Dmmrum IMIM Mom= FC MW w oe �_aR= . mM=2MMmMmMummMmmM s3 o mom ��� S t !► ! ■ AC SECTION 09215 VENEER rLASTER PART 1GENERAL 1_01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other conditions and Division 1-General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Substrate Surface of gypsum backing board, single layer. B. Veneer plaster, two coat application over sheet gypsum surface. C. 'Skim coat' application of veneer plaster, at areas scheduled for patching. 1 .0.; RELATED WORK A Sectinn�09900 - Paintinu: .Surface finish. .4 REFERENCES A. ANS1,'ASTM C581 - Gypsum Veneer Plaster. B. ANSI"ASTM C588 - Gypsum Base for Veneer Plasters. C. ANSI;'ASTM 0631 Bondin�3 C,,mpounds for, Interior Plastering. 0. ANSI/ASTM C843 - Application of vypsum Veneer Plaster. E. ANSIiASTM C844 - Application of Gypsum Base to Receive Gypsum Veneer Plaster. F. GA 216 Recommended Specifications far the Application end inishifig of gypsum Board. 1 .05 QUALITY_ASSURANCE A. Apply gypsum backing board in accordance with ANSI;'ASTM C844 and GA 2.16. B. Apply gypsum veneer plaster in accordance with ANSI/ASTM .x,843. 1 .06 REGULATORY REQUIREMENTS A. Conform to UL Listing for 1 hour rate assembly. 1 .07 SUBMITTALS A. submit product data under provisions of Section 01300, 1 09215-1 MUMM SECTION 09215 VENEER PLASTER B. Submit manufacturer's installation instructinns under provisions Of 4 Se(.t ion 01300. 1 .08 ENVIRONMENTAL REQUIREMENTS A. Do not apply veneer plaster when substrate or ambient air temperature is less than 50 degrees F nor more than 80 degrees F. PART2PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. United States Gypsum. 'I B. Georgia Pacific Corp. I C. Gold pond Building Products. D. Orimtar Gypsum America, Inc. i Substitutions: Under provision; of Section 01600. 72 MATERIALS A. Gypsum Backing Board: ANSI/ASTM C588, UL Rated, fire rated Type X; 1,'2 inch thick, 48 inch by maximum permissable length sheet length to match partition height; tapered edges, ends square. B. Gypsum Board Metal Accessories! GA 216. C. Control Joint : USG $1093. D, ;,dint Compound, adhesive, Water, Fasteners: GA 216 . E. Reinforcing Tape: GA 216; 2 1, 2" Fiber mesh. G. Bond Coat: ANSI/ASTM C631 . 2.03 MIX DESIGN A. Develop plaster mix in accordance with manufacturer's instructions. PART__3__E.XECUTION 3.01 INSPECTION A. Verify that surfaces &i.l site '1)nditiOns ar'e really to receive work . I 09215-2 SECTION 09215 VENEER PLASTER S. Verify items in soffits for other Sections of work have been installed. C. Beginning of installation means acceptance of substrate. 3.02 PREPARATION A. Protect surfaces near the work of this Section from damage or disfiguration. B. Remove projections greater than 1/8 inch and fill depressions greater than 1/4 inch with latex filler. 3.03 INSTALLATION___GYPSUM BASE A. Install gypsum base in accordance with GA 216 and U.L. requirements. 1 B. Use nails to fasten gypsum board to wood framing. C. Erect single layer gypsum board horizontal , with ends and edges occurring over firm bearing. U. Tape, fill, and sand filled joints, edges, corners, openings, and fixings to proauce surface ready to receive veneer finish. Feather coats onto adjoining s,lrfaces so that camber is Maximum 1/32 inch. E. Use fiber mesh tape at joints between existing and new work , tF. Place control joints consircent with lines of building spaces, or as 1 inficated, riot over 30 f-et o.c. , block as necessary. ( 3.04 APPLICATION_-VENEER PLASTER A• Apply gypsum veneer plaster in accordance with .ANSI/ASTM C843 IB. Install angle, corner, and joint reinforcement. C. Apply base coat to a thickness of 1/16 inches plus or minus 1;64 inch. 0. Apply final coat over slightly green, almost dry base coat, to a thickness of 1/32 inch to 1;'8 inch. E. Total Thickness: 3/32 inch to 1/8 inch. F. At areas scheduled for skim coat veneer plaster patching, clean and remove all foreign materials including loose and disintegrating 1)f as ter and paint. Apply bonding ;,gent prior to plaster { application. 1 09215-3 s w a► F a_ SECTION 09215 VENEER PLASTEP , ;, Gypsum plaster firii5h: ''rowel or f1oat to smooth finish. t: END OF SECTION i �1 i# 09215-d r SECTION 09220 PORTLAND CEMENT P;-ASTER PART--l--GENERAL 1 .01 GENERAL REEOUIREMENTS Drawings and general provisions of the Contract, including General and other conditions and Division 1-General Requirements sections, apply to the work specified in this Section. i 1 .02 WORK INCLUDED A. Metal furring and lathing. t� B. Portland cement plaster system. C. Smooth surface finish. RELATED WORK A . section 079nn - ,Joint Sealers. ! . .� REFERENCES { A. ANSIiASTM C91 - Masonry Cement. 8. ASTM C150 - Portland Cement, R ANSI, ASTM C206 - Pinishinq Hydra ted L ime. 0. ANSIiASTM C207 - Hydrated Lime for Masonry Purposes. E. :,NSI;'ASTM C897- Ajgregate for .lob-Mixed Por tIarid Cement-Based Plaiters. F . ANSI,'ASTM C926 - Application of Portland Cement-Based Plaster. ;. FS HH-I-F21 - Insulation Blankets, Thermal (Mineral Fiber, for Ambient Temperatures) . �i. PCA (Portland Cement Associations) - Plaster (Stucco) Manual . 1 ,05 QUALITY_ASSURANCE A. Applicator: Company specializing in cement plaster work with 3 years experience. B. Apply cement plaster in accordance with ASTM 0926, ,r, RFGULATORY_RE4UIREMENTS A. Conform to 3pplir_3ble carie For fire ratan assemblies, n9220-1 ■ TIN SECTION 09220 PORTLAND CEMENT PLASTER 1 .07 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data on plaster materials, characteristics and limitations of produL;ts specified. 1 .08 ENVIRONMENTAL_REQUIREMENTS A. Do not apply plaster when substrate or ambient air temperature is less than 50 degrees F ( 10 degrees C) nor more than 80 degrees F (27 -degrees C) . ` B. Maintain minimum ambient temperature of 50 degrees F ( 10 degrees C) during and after installation of plaster. PART 2 PRODUCTS ,' . ACCEPTABLE MANUFACTURERS (FINISH MATERIAL ,"'it System, Inc. E. iSPO Inc. , (R-Wall ) C. Substitutions: lender provi,iions of Section 01600. , .02 PLASTER BASE COAT MATERIALS A. Cement : ASTM 0150, Normal - Type I jrey P ,rtland. B. Lime: ANSI/ASTM C206, Type S. C. Aggregate: In accordance with ANSI;'ASTM 0897, D. Water - Clean, fresh, notable and free of mineral or organic matter, which pan affect plaster . E. Plaster Mix Reinforcement: Glass fibers, 1/2 inch ( 13 mm) nominal length, alkali resistant. n3 PLASTER FINISH COAT MATERIALS A. Acrylic - based, factory-mixed coating, color as selected by Architect. 2.04 FURRING AND LATHING A. Wire Mesh Reinforcement . 2K2 inch galvanized st?el , 16 jage wipe, wov-n mesh, .,elf Furr nj 09220-2 SECTION 09220 PORTLAND CEMENT PLASTER 9, Metal Lath: 2.5 lb/sq. yd. expanded metal , self-furring type; galvanized finish. C. Underlayment: Asphalt saturated No. 15 felt. 0. Corner Mesh: Formed steel , minimum 26 gage thick; expanded flanges shaped to permit complete embedding in plaster; minimum 2 inches wide; galvanized finish. E. Corner Beads: Formed steel, minimum 24 gage thick; beaded edge, of longest possible length; sized and profiled to suit application; galvanized finish. F. Base Screeds: Formed steel , minimum 24gage thick; square edge, of longest possible length; sized and profiled to suit application; jalvan ' .-ed finish. 1. Casing Bead: Formed steel, ; minimum 24 gage thick; thickness gove •ned by plaster, thickness• maximum possible lengths; expanded metal Flanges, with squa.•_ edges; galvanized finish. H. Control Joint Accessories: Formed steel ; minimum 26 gage thick; accordian profile, 2 inch expanded metal flanges each side; galvanized finish. I . "orner Drip Screed: Extruded aluminum alloy 6063 T5, .050 ini;h thickness; baked on color: acou,tic white; similar to Fry Reglet 's nude 1 number: DS-875. J. Anchorages: Nails, staples, or other approved metal supports, of type and size to suit application, galvanized to rigidly secure lath and associated metal accessories in place. ..05 CEMENT PLATER MIXES A. Mix and proportion cement plaster in accordance with ANSI .ASTM C926. R. Basecoat and Brown Coat: One part cement, minimum 3 maximum 4 tarts aggregate, and minimum 15 percent and maximum 25 percent hydrated lime and glass fibers at a rate of 2 lbs. per sack of cement. si C. Mix only as much plaster as can be used in one hour. D. Mix materials dry, to uniform color and consistency, before adding 1 water. E. Protect mixtures from frost, contamination, and evaporation. F. Do not ,,etemper mixes after initial %et has occurred. 1 09?2Q-3 SECTION 09220 PORTLAND CEMENT PLASTER PART3EXECUTION 3.01 INSPECTION A. Verify that surfaces and site conditions are ready to receive work. B. Grounds and Blocking: Verify items within walls for rather Sections of work have been installed. C. Mechanical and Electrical : Verify services within walls have been tested and approved. 0. Beginning of installation means accep ince of conditions. 1 .02 PREPARATION A. Protect `urfaces rear the wruk of this FeCtion from damage or Ii�f;guratipn. 3 .03 INSTALLATION - LATHING MATERIALS A. Apply one ply of felt underlaymenl over substrate; weatherlap edges 4 inches minimum. Fasten in place. M 3. Apply self-furring reinforcement Nath ;elf-furring ribs perp-end i Cu 1 ar to supports. C. '-ap ends minimum one inch. Secure end laps with tie wire where they r'3 .incur between supports. 0. Lap sides of diamond mesh lath minimum 1 1/2 inches. Nest outside ' ibs of rib lath together. E. Continuously reinforr-e internal angles with :urnoar mwsh, ?xcept where the metal lath retr_nns .3 inches from corner to form the angle reinforcement. Fasten at perimeter edges only. F. Place beaded external angle with mesh at corners. Fasten at outer edges only. G. Place strip mesh diagonally at corners of lathed openings. Secure rigidly in place. H. Place 4 inch wide strips of metal lath centered over, junctions of dissimilar backing materials. Secure rigidly in place. I . Place casing beads at terminat ,ons of plaster finish. Butt and a1ign ends. S?cure rigidly in place. J. Install accessories to lines and levels. 09220-4 SECTION 09220 PORTL4N0 CEMENT PLASTER CONTROL AND EXPANSION JOINTS A. Establish control and expansion joints with specified joint device. 3.05 PLASTERING A. Apply plaster in accordance with ASTM C926. B. Apply scratch coat to a nominal thickness of 1/2 inch and brown coat to a ruminal thickness of 3i8 inch over metal lathed surfaces. C. Moist cure scratch and brown coats. Apply brown coat immediately folluwing initial set of scratch coat. D. After, curing, dampen base coat prior to applying finish coot. E. Avoid excessive working of sui face. Delay trowelling as long as possible to avoid drawing excess fines to sur' ace. 'pp1y finish coat in conformance kith :anufau`.urer', pr• in*ed instruction; smooth finish. TOLERANCES A. Maximum Variation from True Flatness! 1,'8 inch in 10 Feet. ENO C)F SECTION 04220-5 SECTION 09260 GYPSUM BOARD SYSTEMS PART-1--GENERAL ' .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, includ ng General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Metal stud wall framing. 8. Gypsum board. C . Taped and sanded joint treatment. RELATED WORK A. Section @7213 - Batt & Blanket Insulation: Thermal and 5oind irr;u1ation, B. Section x'18111 - Standard Steel Doors and Frames, jrLfivri n;;QO - Raintirg: urface finish. ' .3:1 REFERENCES L. -NSi;'ASTM C36 - i+ypsum Wallhraard. a. ANSI, ,:STM C475 - ,Joint Treatment Materials for, Gypsum Wallboard onstruction. ANSI,'ASTM C514 - Nails for the April icatir-,n of r,ypsum Wallboard. D. 4N3I,'A3TM 0645 Non-L-)ad (Axial ) Bearing Steel Studs, Runners (Ti +ck ; , and yid Furring Channels for Screw Application of Gypsum ;Oar"J. E. ANSI,,ASTM C754 - Installation of Framing Members to Receive Screw Attached Gypsim Wallboard, Backing Board, ur Water Fe;istant Backing Board. F. GA-201 - Gypsum Board for Walls and Ceilings. GA-216 - Recommended Specifications fr the Application and Finishing of Gypsum Board. gpALITY_ASSURANCE A. Applicator: Company specializiny in gypsum board systems work approved Ly nran ;f a.r,,, er . 09260-1 SECTION 09260 GYPSUM BOARD SYSTEMS 1 .06 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit manufacturer's installation instructions under provisiokis of Section 01300. i PART 2 PPODUCTS 2.01 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD SYSTEM A. United States Gypsum. B. Other acceptable manufacturers offering equivalent p g q products: 1 . Georgia-Pacific Corp. 2. Gold Bond Building Products. 3. Domtar Gypsum America, Int. 4. Celotex Corporation. C. Substitutions: Under provisions of Section 01600. 2.02 FRAMING MATERIALS A. Furring, Framing and Accessories: ANSI/ASTM 0645. GA 201 and GA 216. 8. Fasteners: ANSI/ASTM C646. GA 201 and GA 216; self drilling, self tapping screws. i 2.03 GYPSUM BOARD MATERIALS A. Fire Rated Gypsum Board: ANSI/ASTM C36; fire resistive type, UL ty rated, 5/8 inch thick as indicated on drawings, maximum permissible length; ends square cut, tapered and beveled edges. 2.04 ACCESSORIES A. Corner Beads: Metal galvanized B. Edge Trim: GA 201 and GA 216; type L bead galvanized. . C. Joint Materials: ANSI/ASTM C475; GA 201 and GA 216; reinforcing tare, joint compound, adhesive, water, and fasteners. D. Control joints: Roll-formed zinc with tape protected opening 7/16 inch depth, perforated flanges each side similar to USG No. 093. 09260-2 t SECTION 09260 GYPSUM BOARD SYSTEMS PART_3 EXECUTION 3.01 INSPECTION A. Verify that site conditions are ready to receive work and opening dimensions are as indicated on shop drawings. B. Beginning of installation means acceptance of existing surfaces and substrate. 3.02 METAL STUD INSTALLATION A. Install studding in accordance with GA 201 and GA 216. B. Metal Stud Spacing: 16 inches maximim on center. C. Partition Heights: Full height to floor or roof construction above. Install additional bracing for partitions extending above ceiling. D. Door Opening Framing: Install double studs at door frame jambs. E. Blocking: Nail wood blocking to studs. Bolt or screw steel channels to studs. Install blocking for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories and hardware. F. Coordinate installation of bucks, anchors, blocking, elecir•ical and mechanical work placed in or behind partition framing. 3.03 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance witi, GA 201 , GA 216 ;;rid UL requirements. B. Erect single layer gypsum board in most economical direction, with ends and edges occurring over firm bearing. C. Erect single layer fire rated gypsum board vertically, with edger; and ends occurring over firm bearing. D. Use straws when fastening gypsun board to metal or wood framing. No nails permitted. E. Double Layer Applications: Secure second layer to first with fasteners. F. Erect exterior gypsum soffit board perpendicular to supports, with staggered end joints over supports. G. Treat cut edge: and holes in moisture resistant gypsum board and exterior gypsum soffit board with sealant. 09260-3 SECTION 09260 GYPSUM BOARD SYSTEMS }}S 9. H. Place control joints floor to ceiling in long partition runs at not over 30 feet o.c. consistent with lines of building spaces, from each r;orner of door header to ceiling as indicated. I. Place corner beads at all external corners unless indicated " otherwise. Use longest practical length. Place edge trim where gypsum beard abuts dissimilar materials. 3.04 JOINT TREATMENT (At Locations Scheduled to Receive Paint Finish) A. Tape, fill , and sand exposed joints, edges, and corners to produce smooth surface ready to receive texturing or finishes. B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in '10 feet in any direction. 3.06 FINISH A. Smooth, ready for paint provided under Section 09900. END OF FcCTION 09260-4 SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS PART_1_—GENERAL 1 .01 GENERAL_REQUIREMENTS Drawings aW general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Suspended metal grid ceiling system. B. Acoustical tile. C. Non-fire rated assembly. 1 .03 RELATED WORK A. Section 15500 - Grilles, Registers & Diffusers: Air diffusion devices in ceiling system. B. Section 16500: Interior Lighting Fixtures: Licht fixtures in ceiling system. 1 .04 REFERENCES A. ASTM C635 - Metal Suspension Systems for Acoustical Tile and Lay-in Pane) Ceilings B. ASTM C636 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels. 1 .05 4UP" ITY_ ASSURANCE A. Manufacturer : Company specializing in manufacture of ceiling suspension system and ceiling tile with three Sears minimum experience. 8. Installer: Company with three years minimum experience and approved by manufacturer. 1 .06 SUBMITTALS A. Submit product data under provis ons of Section 01300. B. Provide product data on metal grid system components and acoustic units. C. Submit samples under provisions of Section 01300. D. Submit one sample 12x12 inch in size, illustrating material and finish of acoustic units. 09511-1 1� tVA SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS E. Submit one sample each, 24 inches long, of suspension system main runner, cross runner and edge trim. F. Submit manufacturer's installation instructions under provisions of Section 01300. 1 .07 ENVIRONMENTAL_REQUIREMENTS A. Maintain uniform temperature of minimum 60 degrees F, and humidity of 20 to 40 percent prior to, during, and after installation. 1 .08 SEQUENCING/SCHEDULING A. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved. B. Schedule installation of acoustic units after interior wet work is dry. 1 .09 EXTRA STOCK A. Provide extra quantity of acoustic units equal to 5% of total installed for each type of jc,b. PART-2_— PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM A. Donn Products Inc. B. Chicago Metallic Corp. C. Substitutions: Under pro. isions of Section 01600. 2.02 SUSPENSION_SYSTEM_MATERIALS A. Grid: ASTM C635, intermediate non-fire rated exposed T; components die cut and interlocking. B. Accessories: Stabilizer bars, clips, splices, edge moldings required for suspended grid system. C. Grid Materials: Commercial quality cold rolled steel with ► galvanized coating. D. Grid Finish: White color. 09511-2 ■ IFt SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS E. Support Channels and Hangers: Galvanized steel ; size and type to suit application, to rigidly secure acoustic ceiling system including integ-al mechanical and electrical components with maximum deflection of 1/360. 2.03 ACCEPTABLE_MANUFACTURERS - ACOUSTIC UNITS A. Conwed Corp. Style: Natural Fissured II. B. Substitutions: Under provisions of Section 01600. 2.04 ACOUSTIC UNIT MATERIALS A. Acoustic Panels: Conforming to the following: 1 . Size: 24 x 48 inches. 2. Thickness: 5/8 inch. 3. Composition: Mineral fiber. 4. Density: .62 lb/sq ft. 5. Light Reflectance: 79.3 percent. (LR-1 ) 6. NRC Range: . 55 to .65. 7. STC Range: 35 to 39. 6. Fire Hazard Classification: 0-25 ASTM E84 9. Edge: Square. 10. Surface Color : White, 11 . Surface Finish: Fissured. 12. pattern: Conwed Natural Fissured II . Standard lay-in Panel Number 56705. i PART 3 EXECUTION 1.01 INSPECTION A. Verify that existing conditions are rRady to receive work. B. Verify that layout of hangers will not interfere lith other work. C. Beginning of installation means acceptance of existing conditions. 3 .02 INSTALLATION A. Install system in accordance with ASTM C636 and as supplemented in this Section. B. Install system capable of supporting imposed loads to a deflection of 1/360 maximum. D. Install after major above ceiling work is complete. Coordinate the location of hangers with other work. 09511-3 SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS E. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. 0. Locate system on room axis according to reflected plan. H. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. Support ixtcre loads by supplementary hangers located where ;•equired. I . Do not eccentrically load system, or produce rotation of runners. » 1. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other, interruptions. K. Laterally brace entire suspension system. L. Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function. Mc M. Install acoustic_ units level , in uniform plane, and free from twist, warp and dents. 3.03 TOLERANCES A. Variation from Flat and Level Surface: 1/8 inch in 10 ft . ENO OF SECTION 09511-4 MW NEW'c" -- SECTION 09650 RESILIENT FLOORING PART-1---GENERAL 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the contract, including General and other Conditions and Division 1 - General ^�quirements sections, apply to the work specified in this Section. 1 .02 SECTION INCLUDES A. Resilient sheet and tile flooring. B. Resilient base. 1 .03 REFERENCES A. ASTM E84 - Surface Burning Characteristics of Building Materials. B. FS L-F-475 - Flocr Coverinel, /inyl Surface (file and Roll ) , with Backing. C. FS SS-T-312 - Tiie, Floor: Asphalt, Rubber, Vinyl , Vinyl Com- position. D. FS SS-W-40 - Wall Base: rubber. 1 .04 QUALITY_ASSURANCE A. Manuf&cturer: Provide each type of resilient flooring product as produced by a single manufa:turer•, including recommended primers, adhesives, sealants, edge strips and other accessories as re '^ed. B. Subcontractor : Subcontract the Work of this Section to a . m specializing in resilient flooring Work, which is acceptable to the manufacturers of the products involved, and which can demonstrate at least 5 years prior proerience in successful installations similar to the Work required her,�in. 1 .05 REGULATORY_REQUIREMENTS A. Conform to applicable code for flame/fuel/smoke rating requirements in accordance with ASTM E8a . + 1 .06 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit samples under provisions of Section 01300, C. Submit one set of samples 30 inches in size, illustrating colors and pattern for each fluor material specified for selection by Architect . 09650_1 y. SECTION 09650 RESILIENT FLOORING D. Submit two inch long samples of base material for .olor selection specified by Architect. F. Submit manufacturer's installation instructions under provisions of Section 01300. 1 .07 OPERATION AND MAINTENANCE DATA A. Submit cleaning and maintenance data under provisions of Section 01700. B. Inclirde maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re-waxing. + 3 ENVIRONMENTAL REQUIREMENT, A. Store materials for three days prior co ;nstallation in area of installation to achieve temperature stability. B. maintain amtient temperature required by adhesive manufacturer r -r-9 days prior to, during, and 24 hours after in;ta11.3tion of materia ' .09 EXTRA MATERIALS A. Provide extra stock of flooring and t)ase equal to 5'15 of total in-stalled for each type on job. FART 2 PRODUCTS �1 MANUFACTURERS___SHEET FLOORING JSyj A. Armstrong. Product : Classic Corlon Series, B. Substitutions: Under provisions of .section 01600. 2 .,�Z SHEET FLOORING MATERIALS A. Vinyl Sheet With Backing: FS L-F-475, Type II; vinyl "Seagate", "Sandoval", "Montina", "Bigantine" or "Suffield" of Classic Corlon series; wear surface thickness of .050 inch, total thickness of .085 inch; patterns and colors as selected from manufacturer's full line. 2 .03 MANUFACTURERS_- TILE FLOORING_jVCTZ A. Armstrong. Product: Standard Excelon "Imperial Texture". �. Substitutions: Under provisions of Section 01600. 09650-2 W WW t W SECTION 09650 RESILIENT FLOORING .04 TILE-FLOORING-MATERIALS A. Vinyl Composition Tile: FS SS-T-312, Type IV, Composition 1 ; 12 x 12 inch size, 1/8 inch thick; color as selected from manufacturer's full lines. All tile from one batch, excessive color variation will not be accepted. 2.05 ACCEPTABLE MANUFACTURERS __BASE MATERIALS A. Flexco Co. B. Subst ; i.utions: Under provisions of Section 01600. 2.06 BASE MATERIALS RUBBER A. Base: FS SS W-40, Type I rubber; 4 inch , :gh; 1;'8 inch thick; top set coved or toeless as scheduled. Color as selecter.' by Architect from manufacturer's full color line. 2. 07 BASE_MATER IALS VINYL_COVEJ jA. Base: Integral with sheet vinyl floors, coved with cove backer and terp metal trim, six inch height unless otherwise indicated. 2.08 ACCESSORIES A. Subfloor Filler: White premix latex; type recommended by flooring material manufacturer. 8. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer to suit material and substrate conditions. C. Reducer and Edge Strips: VCT or sheet vinyl to carpet, Flexco #81 edge guard or approved color as selected by Architect from manufacturer's standard color line. Anodized extruded aluminum edge strips at top of integral base on sheet vinyl work of type and color standard with manufacturer, as approve) by Architect. PART 3 EXECUTION 3.01 EXAMINATION A. Vtrify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft, and are ready to receive Werk. B. Verify concrete floors are dry to a maximum moisture content of 7 percent, and exhibit negative alkalinity, carbonization, or dusting. (7. Beginning of installatiun means acceptance of existing substrate and site co-)ditions. i 09650-3 �� ■ SECTION 09650 RESILIENT FLOORING I i 3.02 PREPARATION A. Prepare the substrate according to the material manufacturer's installation instructions. J B. Remove subfloor ridges and bumps. Fill lo-,4 spots, cracks, joints, holes, and other defects with subfloor filler. C. Apply, trowel, and float filler, to leave a smooth, flat, hard surface. D. Prohibit traffic from area until filler is cured. E. Vacuum clean substrate. F. ,apply primer to substrate surfaces in accordance with manufacturer's recommendations. G' 3.03 INSTALLATION_- TILE MATERIAL A. Install in accordance with manufacturers' instructions. B. 'Hatch tiles for color and pattern by using tile from cartons in same � sequence as manufactured and packaged. Broken, cracked, chipped or leformed tiles are not acceptable. C. Spread only enough adhesive to permit installation of materials , before init4al set. I. 0. Set flooring in place, press with heavy roller to attain full aidhesi(in. E. Install rile to square grid pattern with all joints aligned, with Iattern grain t)ara' lel for all units and parallel to length of room. Allow minimum %2 full size tile width at room or arta perimeter. F. Terminate flooring at centerline of door ope. ,ngs where adjecent floor finish is dissimilar. G. Install edge strips at unprotected or exposed edges, and where flooring terminates. H. Scribe floo'ing to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints. I . Install flooring under movable partitions without interrupting fl,-.or pattern. 09650-4 SECTION 09650 RESILIENT FLOORING 3 .04 INSTALLATION - SHEET VINYL A. Install over underlayment as recommended by floor covering manufacturer. B. Install with minimum of seams, by the "Armstrong Securabond Installation System". Apply Armstrong 5-200 adhesive at seam lines, projections and wall lines and with all seams cut mechanically with a special electric machine provided for that purpose. Use Armstrong S-235 multipurpose adhesive in the field. C. Seal all seams as Per manufacturer's recommendations. D. Place sheets abutted tightly to vertical surfaces, thresholds, nosings and edgings. Scribe as necessary around obstructions and to produce neat joints, laid tight, even and in straight, parallel lines. Extend flooring into toe spaces, door reveals, and into closet and similar openings. E . Install edge strips at unprotected or exposed edges and where flooring terminates. 3.05 INSTALLATION_- BASE_MATEV AL_(RUBBER) A. Fit joints tight and vertical . Maintain minimum measurement of 18 inches between joints. Install �s lung lengths as practicable. 9 . Miter internal corners. At external orners, 'V' cut back Df base strip to 2/3 of its thickness and fold. At exposed ends use premolded units. C. Install base on solid backing. Bond tight to wall and floor surfaces. Apply to all permanent fixtures in room on areas where ;ease is schedule. 0. Scribe and fit to door frames and other interruptions. 3 .06 INSTALLATION_ BASE MATERIAL (SHEET VINYL, A. Cove up to form 6" high base where scheduled. Form base integrally with floor over cove backing strip, and with metal trim at top. Cement base to cove strip and wall . 3.07 PROTECTION A. Prohibit traffic on floor finish for 48 hours after installation. 3.08 CLEANING A. Remove excess adhesive from floor, base, and wall f.ar.Ps without damage. 09650-5 SECTION 09650 RESILIENT FLOORING S. Clean, seal , and wax floor and base surfaces 'n accordance with manufacturer's instructions. ENO OF SECTION i H 1 t 09650-6 SECTION 09680 CARPET PART 1 GENERAL 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 SECTION INCLUDES A. Carpet. B. Cushion Underlay. C. Accessories. 1 .03 RELATED SECTIONS A. Section 09650 - Resilient Flooring: Terminate edging of adjacent floor finish. 1 .04 REFERENCES A. ANSI/ASTM E648 - Critical Radiant. Flux of Floor Covering Systems Using a Radiant Heat Energy Source, B. ASTM E84 - Surface Burning Characteristics of Building Materials. C. FS 22-C-811 - Cushion (Underlay) ; Carpet and Rug, Sponge Rubber. 9. FS DDD-C-95 - Carpeis and Rugs, Wool , Nylon, Acrylic, Modacrylic. E. FS DOD-C-0095 - Carpet and Rugs, Wool , Nylon, Acrylic, Modacrylic, Polyester, Polypropylene, F. FS DDD-C-1559 - Carpet, Loop, Low Pile Height, High Density, Woven or, Tufted with Attached Cushioning. 1 .o5 SUBMITTALS A. Submit samples under provisions of Section 01300. B. Submit two samples 2x2 inch in size illustrating full range of colors and patterns for each carpet and cushion material specified. C. Submit two 6 inch long samples of edge strip and Mise gripper material for each color specified. D. Submit manufacturer's installation instructions under provisions of Section 01.300. 09680-1 SECTION 09680 CARPET 1 .06 QgALITY ASSURANCE A. Manufacturer: Company specializing in carpet with three years minimum experience. B. Installer: Company with 3 years minimum experience and approved by manufacturer. 1 .07 EXTRA MATERIALS A. Provide 5% of total installation of carpeting of each color specified, under provisions of Section 01700, 1 .06 REGULATORY_REQUIREMENTS A. Conform to applicable code for carpet flammability requirements of Class A, 25 or less in accordance with ASTM E84. 1 .09 ENVIRONMENTAL_REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain minimum 70 degrees F ambient temperature three days prior to, during, and 2d hours after installation of materials. PART_2PRODUCTS 2 .01 MANUFACTURERS - CARPETING � . Gigelow-Sanford, Inc. B. Bentley Carpet Mills. C. Deeing Milliken. C. Hollytex Carpet Mills. E. Lee Carpet Mills. F. Mohawk Carpet Mills. G. Walter Carpet Mills. H. Substitutions: Under previsions of Section 01600. 09680-2 I SECTION 09680 CARPET 1.02 MATERIALS___CARPETING Type: Tufted Level Locp Tweed Machine Gauge: 1/8" (270 pitch) Stitches per inch: 8 mir. Pile Height: .228 x . 1075 Face Yarn Content: Dupont "ANTHON III", Allied Chemical "ANSO-X, or Plansanto "ULTRON", bulked continuous filament delustered nylon Yarn Ply: 3 or 4 ply StRtic Protection: Less than 3.5 kilovolts at 70 deg. F in 20% RH Yarn Weight per sq. yd. : 26.0 oz. minimum Backing: Primary backing: non-woven polypropylene Total Weight per sq. yd. : 60.0 oz. minimum Tuft Bind: 20 lbs. minimum (ASTM 01335) Width: 12 fret Carpet Yarn: All from same dye lot Colors: Selected by Architect from manufacturer's standard colors. Not less than 12 carpet colors each composed of three colors per tuft shall be offered. Iwo carpet colors may be selected for specified carpet. 2.03 CUSHION_MATERIALS A. Cushion Underlay: Synthetic fiber type, 5/16 inch thick, 6.4 lb. density 6 foot wide rolls, manufactured by Fibertech. Substitutions: Conform to Section 01600. 2 .04 ACCESSORIES A. Sub-Floor Filler: White premix latex type re(;•)mmended by carpet manufacturer. B. Primers and Adhesives: Waterproof; of types recommended by carpet manufacturer . C. Furnish all other accessories required for a complete installation, including tack strops ( for use only at areas scheduled to receive cushion) seaming and binding tape. PART__3___EXECUTION 3.01 EXAMINATION A. Verify that substrate surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft and are ready to receive wurk. B. Verify concrete floors are dry percent; and exhibit negative alkalinity, carbonization, or dusting. 09680-3 SECTION 09680 CARPET C. Beginning of installation means acceptance of existing substrate and � site conditions. 3 .02 PREEPARATION A. Remove subfloor ridges and, rumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. B. Apply, trowel , and float Filler to leave smooth, flat, hard surface. C. Prohibit traffic until filler is cured. 0. Vacuum `loor surface. 3 .03 INSTALLATION - C,LUF. DOWN METHOD A. Apply carnet and adhesive in accordance with manufacturer's' instructions. B. Verify carpet match before cutting to ensure minimal variation between dye lots. C. Double cut carpet, to alb-4 irtpndod seam and pattern match. Make cuts straight, true . and unfrayed. D. locate seams in area of least traffic. E. Fit seams straight, not crowded or peaked, free of gaps. F. Lay carpet on floors with run of pile in same direction as anticipated traffic. G. Do not change run of pile in any roo,n where carpet is continuous through a wall opening into another room. Locate change of color or r pattern between rooms under door centerline. H. Cut and fit carpet around interruptions. I . Fit carpet tight :o intersection with vertical surfaces without gaps. 3.04 INSTALLATION_- UUSHION_�ONLY Al AREAS_SCHEDULEDZ A. Install in accordance with manufacturer's instrut-tions. B. Install cushion using maximum size pieces. C. Lay out cushion so that carpet seams will not fall directly over cushion seams. 09080-4 SECTION 09680 , CARPET 0. '3utt edges together and tight to edge of carpet gripper . Tape all joints. E. Remove air pockets and ridges and slightly stretch. Anchor, securely around projections and contours. F. Do not glue cushion to floor 3.05 INSTALLATION - CARPET WITH CUSHION_UNDERLAY_TONLY_AT_AREAS_SCHEDULE01 A. Install in accordance with manufacturer's instructions. B. Lay out rolls of carpet. C. Verify carpet match before cutting to ensure minimal variation between dye lots. D. Double cut carpet, to allow intended seam and pattern match. Make cuts straight, true, and unfra.�ed. E. Locate seams in area of least traffic. F. Join seams by hot adhesive tape method. Form seams straight, not overlapped or peaked, and free of gaps. G. Lay carpe, on flours with run -)f pile in same direction as anticipated traffic. H. Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Locate change of color or pattern between rooms under door centerline. I . Cut and fit carpet around interruptions. J. Lay carpet tight and flat on sub-floor, well fastened at edges, with a uniform appearance. Provide monolithic color, pattern, and texture match within any one area. K. Irstall one piece tack strip where carpet terminates to vertical surfaces. Where splicing cannot be avoided, seam ends tight and flush. 3.06 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean and vacut,m carpet surfaces. M' '9680-5 SECTION 09680 CARPET 3 .07 PROTECTION A. Prohibit traffic from carpet areas for 24 hours after installation. END OF SECTION 09680-6 SECTION 09900 PAINTING PART 1 GENERAL 1 .01 GENERAL RE UIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Surface preparation. B. Surface finish schedule. 1 .03 RELATED WORK A. Section 06200 - Finish Carpentry: Trim. B. Section 07420 - Composite Building Panels. C. Section 08111 - Standard Steel Doors and Frames: Shop primed items. 0. Section 08210 - Wood Doors: Doors. E. Section 09260 - Gypsum Board Systems: Wall and ceiling surfaces. 1 .04 REFERENCES A. ASTM 02016 - Test Method for Moistu.'e Content of Wood. 1 .05 DEFINITIONS A. Conform to ANSI/ASTM 016 for interpretation of terms used in this Section. 1 .06 QUALITY-ASSURANCE A. Applicator: Company specia' zing in commercial painting and finishing with five year's experience. 1 .07 REGULA'ORY_REQUIREMENTS A. Conform to applicable code for flame/fuel/smoke rating requirements for finishes. 1 .08 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data on all finishing products. C. Submit samples under provisions of Section 01300. 09900-1 SECTION 09900 PAINTING D. Submit two "draw downs" 8x8 inch in size for each color and finishing product scheduled for Architects approval . Do no work until submittals have been reviewed and approved. E. Submit manufacturer's application instructions under provisions of Section 01300. 1 .09 FIELD SAMPLES A. Locate where directed by Architect. B. Accepted sample may remain as part of the Work. 1 . 10 DELIVERY,rSTORAGE,_AND__HANDLING A. Deliver products to site under provisicns of Section 01E00. B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labelled containers; inspect to ver;fy acceptance. D. Container labelling to include manufacturer 's name, type of paint, brand name, manufacturer 's batch number, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instruction- for mixing and reducing. E . Store paint materials :t minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in well ventilated area, unless required otherwise by manufacturer 's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. G. Confine the storage of paints and allied materials to a spare particularly assigned, and keep such space neat and clean at all times. H. Open containers only as needed, and keep partially filled containers tightly closed when r,ot in use. 1 . 11 ENVIRONMENTAL, REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B Do not apply exterior• coatings during rain or snow, or when relative humidity is above 85 percent, or to damaged or wet surfaces u.- less -quired otherwise by manufacturer's instructions. 09900-2 SECTION 09900 PAINTING C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior; unless required otherwise by manufacturer's instructions. 0. Provide lighting level of 80 ft candles measured mid-height at substrate surface. 1 . 12 COLORS A. Colors of paints and shades of stain shall match approved control samples. B. Deep tone colors will be limited to approximately 10% of total interior paint surface. C. Colors within any room or space will not exceed 3 different colors, unless otherwise shown on Drawings. 1 . 13 EXTRA STOCK A. Provide one gallon in unopened, original container of each color and surface texture to Owner. B. Label each container with color, color mix formula, texture and room locations, in addition to the manufacturer 's label . PART-2----PRODUCTS 2.01 GENERAL IA. Products for each general purpose must be of same manufacturer. B. Do not use products of different manufacturers over one another, except for shop prime coats specified in other Sections. A 2.02 ACCEPTABLE MANUFACTURERS - PAINT f A. Fuller O'Brien B. Benjamin Moore 1 C. Kelly Moore ID. Sherwin Williams ` E. Miller Paint F. Tnemec Company, Inc. I G. 4meritone Paint Co. I 09900-3 SECTION 05900 PAINTING H. Rodda Paint. Co. I. Substitutions: Under provisions of Section 01600. 2.03 MATERIALS A. Provide the best qualii:y grade of the various types of coatings as regularly manufactured .yy approved paint materials manufacturers. B. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. C. Coatings: Good flow and brushing properties; capable of drying or curing free of streaks or sags. 0. Stains: Containing wood preservative and mildewcide and meeting water repellency requirements of FS TT-W-572 B. E. Accessory Materials: Linseed oil , shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality. PART 3 EXECUTION 3.01 INSPECTION A. Verify that surfaces are ready to receive work as instructed by the produc, manufacturer. B. Examine surfaces scheduled to be finished prior, to commenceinent of work . Report any condition that may potentially affect proper application. C. Measure moisture content of surfaces using an electronic moisture meter. Oo not apply finishes unless moisture content of surfaces are below the following maximums: 1 . Gypsum Wallboard: 12 percent. 2. Veneer Plaster: 12 percent. 3 . Interior Located Wood: 15 percent, measure in accordance with ASTM 02016. 4. Exterior Located Wood: 15 percent, measured in accordance with ASTM 02016. D. Beginning of installation means acceptance of existing surfaces. I 3 .02 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. 09900-4 WW rX SEC"! ION 09900 PAINTING B. Correct minor defects a!id clean surfaces whit" affect work of this Section. C. Shellac and seal marks whish may bleed though surface finishes. D. Gypsum B-aard Surfaces: Latex fill minor defects. Spot prime defects after repair. E. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. F. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. G, Uncoated Steel and Iron Surfaces: Pemove grease, scale, dirt, and rust. Whpre heavy coating-, of scale -rt: evident, remove by wire brushing r?r sandblasting; clean by was,, ;.-.g with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nut; are simila,•ly cleaned. Spot prime paint after, repairs. H. Existing Surfaces Scheduled or Required to Receive Finish (General ) : Remove all loosF and scaled paint areas; sand smoith rjugh edges and feather edge adjacent sound paint. Use primer or under coater if required in addition to those specified hereinz `ter to assure proper bond of new finish to existing. l 1 . Shop Primed Steel Surra.;es" c,8nd and scrape to remove loose primer and rust . Feather edges to make touch-r!p Notches inco-splcuous. Clean surfaces with solvent. Priwca bare steel surraces. J. Interior Wood Items Scheduled to Receive Finish: Wipe off dust and grit prior to priming. Seal ',nots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. K. Exterior Wood Scheduled to Receive Paint Finish: Re,nove ause, grit, and foreign matter. Seal knots, pitch streaks, anu sappy sections. Fill nail holes with tinted exterior calking compound &`ter prime coat has been applied. L. Wc.-,o and Metal Doors Scheduled for Painting- Seal I-o and bottom edges with primer. M Asphalt Surfaces Scheduled for Paint F rish: Rer,ovrs foreign I particles to permit adhesion of finishing materials. N. Plaster Surfaces: Fill hairline cracks, small holes and imperfections with latex patcning plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. 09900-5 SECTION 09900 PAINTING 0. Glue-Laminated Beams: Prior to finishing, wash surfaces with solvent, remove grease and dirt. 3.03 PROTECTION A. Protect elements surrounding the work of this Section from Oamage or disfiguration. B. Repair damage to other surfaces caused by work of this Section. C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove emoty paint containers from site. 3.04 MIXING AND TINTING A. Deliver paints and enamels ready-mixed to jobsite. B. Job-mix and job-tint only when acceptable to Architect. C. Mix only in clean, rust resistant containers. D. Use tinting colors recommender' by manufacturer for specific type of finish. 3.0f APPLICATION A. Apply products in accordance with manufacturer 's instrictions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly dark?r than preceding coat unless otherwise approved. E. Sand lightly between coats to achieve required finish. F. Allow applied coat to dry before next coat is applied. G. Prime bacre surfaces and edges of interior and exterior woodwork with primer paint or stain according to type of scheduled finish. 3.06 FINiSHING_MECHANICAL AND ELECTRICAL_EQUIPMENT A. Refer to appropriate Sections in Division 15 and 16 for schedule of color coding and identification banding of equipment, ductwork, piping, and conduit . B. Paint shop primed Pquipment . 09900-6 rear wa r■r �r � � at � �e SECTION 09900 PAINTING C. RemOVI- unfinished louvers, grilles, covers, and access panels on mechanical erd electrical components and paint separately. D. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, and except where items are prefinished. E. Replace identification markings on mechanical or electrical equipment when painted accidentally. F. Paint interior surfaces of air ducts, and convector and baseboard heating cabinets that are visible through grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers exposed behind louvers, grilles, and convector and baseboard cabinets to match face panels. G. Paint exposed conduit and electrical equipment occurring in finished areas. H. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. ! . Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing. 3.07 CLEANING A. As Werk proceed ,, promptly remove paint where spilled, splashed, or spatared. B. During progress of Work maintain premises fcce of unnecessary accumula''ion of tools, equipment, surplus materials, and debris. C. Collect waste, cloths, and material which may const4tute a fire hazard, elate in closed metal containers and remove daily from site. 3 .09 SCHEDULE - EXI:RIOR SURFACES A. Composite Bi! lding Panels 1 . One ci:at primer compatible with substrate. 2. Two goats alkyd enamel , gloss and color to match existing adjacont surfaces. 3 .09 SCHEDULE - INTEk!OR SURFACES A. Steel - Unprimed 1 . One coat zinc chromate primer. 2. Two coats alkyd enamel , semi -gloss. 3. Minimum dry thickness: 4. 1 mils. 09900-7 SECTION 09900 PAINTING B. Steel - Primed 1 . Touch-up with original primer. 2. Two coats alkyd enamel , semi-gloss. 3. Minimum dry thickness: 4. 1 mils. C. Steel - Galvanized ' 1 . One coat galvanized iron primer. 2. Two coats alkyd enamel semi-gloss. 3. Minimum dry thickness: 4. 1 mils. 0. Gypsum Board & Plaster - New Surfaces (at all areas except toilet rooms) 1 . One ciat polyvinyl-acetate primer sealer. 2. Two coats interior latex enamel , satin, apply final coat with roller . 3. Minimum dry thickness: 3.3 mils. E. Gypsum Board & Plaster - Existing Surfaces (at all areas eNcept toilet rooms) 1 . One coat interior latex undercoat. 2. One coat interior latex, satin, apply with rolle-. F. Gypsui; Board and Plaster (at toilet rooms) 1 , One coat interior alkyd resin oil - modified undercoater. 2 One coat straight alkyd resin oil - nodified semi-gloss enamel . G. Wood-Painted Existing Surfaces ( Includes doors, frames and trim) 1 . One coat sanding sealer. 2. One coat alkyd enamel undercoat. 3. Filler compound as needed. 4. One coat alkyd enamel , semi-gloss. H. Wood-Panted, New Surfaces 1 . One coat alkyd primer sealer. 2 . Filler compound as ,seeded. 3 . Two coats alkyd enamel , semi--gloss. END OF SECTION 09900-8 I� ►,t t � � � iT SECTION 10100 CHALKBUAROS AND TACKBOARDS PART-1— GENERAL 1 .01 GENERAL_REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1-General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Tack surface. 8. Trim and accessories. 1 .03 REFERENCES A. ANSI A208. 1 - Mat Formed Wood Pirti,-lehuard. �i. -IVSI; 417M 5221 - all,lminum-Alloy Extri,ded Bar':', R ,els, lir•-, lhepes, ,nd Tubes. C. ASTM F84 - Test Method for Surface Burning Characteristics of Building Materials. 1 .n4 REGULATORY_REQUIREMENTS a. Conform 'o appl i -able code r,-)r• flame,'°uel,'smoke r.it in j .;F 25/35,'50 f,:,r vinyl fabric �,overed tackboards in accordance with ASTM E84. SUBMITTALS A. Submit shop draw ngs product data under provisions or ;rctiun 01.300. 5. Indicate on shop drawings, wall ?levati )ns, dimensions, J,nt locations, special anchor details. r;. Provide product data on tackboards, tackboard surface covering, trim and accessories. O. Submit samples under provisions of Section 01300. E. Submit two samples two x two inches in size illustratir-g materials and finish, full range of colors of tackboard and trim. F. Submit manufacturer's installation instructions under provisions of Section 01300. ' .78 MAINTENANCE DATA iA. Submit maintenance data under provisions of Section 01700. B. Include maintenance information on regular- cleaning and stain i removal . i 10100-1 SECTION 10100 CHALKBOARDS AND TACKBOARDS PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTUPS:RS A. Claridge Products and Equipment, Inc. B. Greensteel , Inc. i C. Lemco Corp. D. PBS E. Substitutions: Under provisions of Section 01600. MATERIALS A. Aluminum Extrusions: ANSI/ASTM 8221 , 6061 alloy. 3, Cork: Fine gram natural cork, homogeneous composition. C. Vinyl Covering: Vinyl roll stock, "Vicrtex" as manufactured by L.E. Carpenter conforming to the following: (Substitutions: Conform to Section 01600. ) 1 . Total Weight 20.3 oz/lin,yd. 7 . Fabric Weight 13,5 ozisq.yd. ;. Vinyl Weight 2.4 oz,'sq.yd. 4. Roll Width 54 inches 5. Color As ,elected by Architect from full line. Three colors may be >elected. n. Pattern "Lino" or approved. 7. F-�derrjl Specification CCC-W-408 Type II D, Adhesives: Type recommended by manufacturer. Waterrroof type. 2.03 FABRICATION___TACKSURFACE A. Core: 3/8" fiberboard. B. Laminating Adhesive: Water resistant type. 2.04 FRAME AND TRIM A. Frame: Extruded aluminum; section as shown on drawings. 2.05 FINISHES A. Aluminum Framer and AccessorAnudized to Satin AA AA-M31A31 finish. I 10100.2 SECTION 10100 CHALKBOARDS AND TACKBOARDS B. Tack Surface: Vinyl covering. PART 3EXECUTION d 3.01 INSPECTION A. Verify that surf ,zes and internal wall blocking are ready to receive work, and opening dimensions are as instructed by the manufacturer. B. Beginning of installation means acceptance of existing surfaces. 3.02 INSTALLATION A. Secure units level and plumb. iy S B. Butt tackboard panels tight. Install in 48" maximum width by full height panels. Vertical butt joints only; nu horizontal joints allowed. C. lye wrap vinyl over tack surface for butt joint. 0. Initall edge trim at bottom of panel as shown on drawinng. E. 4+tach to substrate with mdnufactui-ers recommended adhesive. 3.03 CLEANING A. Clean tackboard iurfaces in accordance with manufacturer's instructions. i ENO OF SECTION i 1 1 { I 1 i { I10100-3 ■a w m F Im SECTION 10522 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES PART 1 GENERAL 1 .01 GENERAL_REQUIREMENTS Drawings and ge;teral provisions of the Contract, including General and other Conditions and Division 1-General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Fire extinguisher cabinets. B. Accessories. 1 .03 REFERENCES i A. NFPA 10 - Portable Fire Extinguishers. i 1 .04 QUALITY_ASSURANCE A. Conform to NFPA 10 requirements for extinguishers. 1 .05 SUBMITTAL;i A. Submit product data under provisions of Section 01300. R. Include physical dimensions, operational features, color and finish, anchorage details, rough-in measurements, location, and details. C. Submit manut --turer 's installation instructions under provisions of Section 01300. 1 .06 OFERATION ANO MAINTENANCE DATA Submit manufacturer's operation .and maintenance data under provisions of Section 01700. B. Include test, refill or recharge schedules, procedures, and re- certification requirements including requirements apclicable to the Work. 1 .07 ENVIRONMENTAL_REQUIREMENTS A. Do not install extinguishers when ambient temperatures may cause freezing. PART 2 PRODUCTS --- --------- 2 .01 ACCEPTABLE MANUFACTURERS A. J.L. Industries i 10522-1 SECTION 10522 FIRE EXTINGUISHERS, CABINETS, AND ACrFgSORIES B. Larsen's Manufacturing Co. C. Substitutions: Under provisions of Section 01600. 2.02 CABINETS A. Cabinet: Alriminum, rolled edge construction, surface mounted; trim style: 1 1/2 inch return; door style: full glass; complete with standard pull; model : "Panorama 1036C71" as manufactured by J.L. Industries. Substitutions: Conform to Section 01600. B. Mounting Hardware: Appropriate to cabinet. 2.03 FABRICATION A. Form body of cabinet with tight inside corners and seams. B. Predrill holes for anchorage. C. Rolled edge construction. 0. Fully extruded aluminum frame. I E. Hinge doors for 180 degree ordening with continuous piano hinge. Provile nylon roller type catch. F. M-tered frame corners. Double keyed and staked corner construction. .04 FINISHES A. Cabinet Trim and Door: Stainless Steel . B. Cabinet Interior: White enamel . PART-3---EXECUTION 3.01 INSPECTION A. Verify rough openings for cabinet are correctly sited and located. B. Beginning of installation means acceptance of existing conditions. 3.02 INSTALLAT70N A. Install cabinets plumb and level in wall openings. B. Secure rigidly in place. in accordance with manufacturer's instructions. F ND OF SECTION r 10522-2 �► s � a � r■r r� � � SECTION 12512 HORIZONTAL LOUVER BLINDS PART 1 GENERAL 1 .01 GENERAL REQUIREMENTS _- —._�---- Drawings and general provisions of the Contract, including General and other Conditions and Division 1-General Requirements sections, apply to the work specified in this Section. 1 .02 SECTION INCLUDES A. Horizontal slat louver blinds. B. Operating hardware. 1 .03 REFERENCES A. FS AA-V-00200 - Venetian Blinds. SYSTEM DESCRIPTION A. Horizontal metal slat louver blinds installed at window openings, narn.ral control of raising and Iower iny ;,y cord; bla,Je angle adjustable by control wand. SUBMITT14LS Submit shr.)p drawings under provisions of 1NctiLin 01300. 5 , Subntik shop drawings indicating open irg sizes, f-oIerances required, installation of bl i d at .vindow opening, liethod f nitac►,arent, clearances, and operation. .Submit product data ander provisions of Section 01300. 0. Submit r,roducIt lhta indicating physical a d dim?nsioal -liaracteristics, Dperating features, and mounting details. E. ?,ubm1t ;vnples under provisions of Section 01300. F. Submit two samples fr_ur inches long illustrating slat rn�terials and finish, manufacturer's full line of colors, cord and rod type and r-olor. G. Submit manufacturer's installation instructions unser provisions of Section 01.300. 1 .r.6 QUALITY_ASSURANCE A. Venetian Blinds: FS AA-V-00200. j 12512-1 RMIUMM SECTION 12512 HORIZONTAL LOUVER BLINDS 1 .O" DELIVERY,_STORAGEl_AND_HANDLING A. Deliver products to site ander provisions of Section 01600. B. Deliver blinds wrapped and crated in a mariner to prevent damage to components or marring of surfaces. C. Store and protect products un,'er provisions of Section 01600. D. Store in a clean, dr-y arca, laid flat and blocked off ground to prevent sagging, twisting, or warping. 1 . 13 EXTRA MATERIALS A. Firnish ten additional slats as extra stock . ffl PART 2 PRODUCTS . . )1 MANUFACTURERS A. Levelor Lorentzen. I B. Substitutions: Under provisions of Section 01600. J2 MATERIALS A. Louver Slats: One inch gide; 0.011 inch thick spring tempereI pre finished a1uminuin horizontal slats, with manufacturing burrs removed; radiused slat corners. B. Slat Support: 'Moven polypropylene, ladder configuration. C. Head Rail Hous irig: Pr•Pfinished, formed aluminum box, internally fitted with hardware, pulleys and bearinys ror blind operation. D. Cord: Rraided nylon, continuous loop, free end. E. Control Wand: Extruded hollow plastic, round shape, non-removable type, length of window opening height less 12 inches. F. Head Support Bracket: Overhead head rail housing attachment. iI C Accessory Hardware: Type recommended by blind manufacturer. 2.03 FACTORY_FINISHING C . Blind Slat and Head Rail Housing: color as selected by Architect. Fw 9. Cord and Control Wand: color as selected by Arr:hitect . 12512-2 SECTION 12512 HORIZONTAL LOUVER BLINDS PART-3---EXECUTION 3.01 EXAMINATION A. Verify that openings are ready to receive the work. B. Do not commence fabrication until field measurements are confirmed. C. Ensure structural supports are correctly placed. D. Beginning of installation means installer accepts existing surfaces. 3.02 INSTALLATION A. Install b inds to ac cor•dancP, Y4 til tsar irr i 1 tl r ea r' } ili5trUi.tion s. R. ;ec, re in place with concealed faste, ers. ' .,'3 TOLERANCES A. Miximmrm Variation of Gap it Window Opening Perimeter : 1,'4 in_.h. a. Maximum Offset From Level : 1;'8 inch. ^4 ADJUSTING A. adjust blinds for smooth cq,writion. CLEANING A. ^lean vork under• provisions of 01700. SCHEDULE a. ^rpvide blinds Fur windows in the folly)wing ronms: Lounge #121 and Classrooms 11;8, 129, 131 , 132, 133, 134 & 135. END OF SECTION 12512-3 s i I DIVISION 15 — NECNANICAL l SPECIFICATION INDU 9 Page Section 15010: General Provisions 1 Section 13050: Basic Materials and Methods 5 Section 15250: Insulation 9 Section 15400: Plumbing 11 Section 15500: Heating, Ventilating and Air Conditioning 14 Section 15630: Burner Conversions 11 Section 15950: Co-.,troll 20 Section 15990: System Balancing 22 i DIVISION 15 - MBCH"ICAL BIDDING AND CONTRACT @EQUIREMENTS AND ALL DIVISIONS, as indexed, apply to this DIVISION. SECTION 15010: GENERAL PROVISIONS lA GENERAL REQUIREMENTS: Conform to the Contract Documents. 113 CODES, RULES AND DOCUMENTS: 1. All work and materials shall conform to the local and State Codes, and all State and other applicable laws and regulat4ons. 2. Should there be any direct conflict between Codes and the Drawings and/or Specifications, the Codes, Rules and regulations shall govern. 1C DRAWINGS: 1 . The Drawings and Sfecifications are complementary and what is called for by one shall be as binding as if called for by both. Items shown on the Drawings are not necessarily included in the Specifications. All directives and instructions to furnish, provide, install, complete, test and methods described in these Specifications and Drawings shall be interpreted as directives to the Contractor unless clearly specified otherwise. 2. Bring obscure or questionable items to the attention of the Architect prior to bid date. Necessary directions and explanations will be given by the Architect in Addendum form. 3. Should the Mechanical Documents indicate a condition which will conflict with the Governing Codes and Regulations, the Contractor shall refrain from installing that portion of the work until he receives verification iiom the Architect. Any work installed in violation of the GovernJng Codes will be ­w.oved and correctly installed by the Contractor as part of the �utract work. G. The working diagrams are generally diagrammatic . They do not show every offset, bend, or elbow required for installation in the space provided. All locations for mechanical work shall be checked and coordinated with the Architectural, Structural and Electrical Drawings. 5. Where equipment is shown, dimensions have been taken from typical equipment of the class indicated. Carefully check the Drawings to see that the equipment under consideration for installation will fit the space provided and that all connections may be made thereto without impairment of area and height r~quirements and of Code required clearances. 6. Submit shop drawings and sr - files: a. Unless otherwise accel)ted, all Mechanical Shop Drawings shall be provided at one time in a vinyl covered three-ring loose- leaf binder. HATZGER 15-1 b. The Contractor shall check Shop Drawings for sp.,Le requiremeats and conformance with ch Specifications and shall. mark corrections and approval on all Shop Dre.wIngs prior to submittal to the Architect. 7. Contractor shall maintain an up—to-date set of prints for recording "As—built" conditions. At the end of the job all "as— constructed" information shall be transferred to a clean set of reproducible sepias. The Drawings shall record all deviationti from the Contract Documents. These changes shall be accurately dimensioned from the building lines and reflect the depth from finish grade or finished floor. 8. Furnish written guarantee to Owner for period of one year covering defects in material and workmanship. ihould any trouble develop during this period due to defective materials r faulty workmanship, the Coatractor shall furnish all necessary labor and riaterial and correct the trouble promptly and with,,-,it any additional cost to the Owner. Refer tr General Conditions. 9. The Contractor , before submitting a , id on the work, must visit the site to become familiar with all visible existing conditions. As a result of having, visited the premises, the Contractor shall be responsible for the installation of the work as it relates to such visible existing conditions. The submission of a bid will be considered an acknowledgement on the part of the Bidder of visitation to the site. Contractor is responsible to apply for aad obtain all necessary permits, fees and inspections required by any public authority; having jurisdiction.. Refer to General Conditions additional information. 1D SUBSTITUTIONS: 1. The use of manufacture- 's names, models and numbers in this Specification is intended to establish style, quality; apptarance and usefulness. Items noted "or equivalent" will. require: prior acceptance. 2. Sutmi.t for the Architect ' s review, manufacturer ' s deteileJ sp,:cifications and data sheets for all proposed substitutioud. Submittals shall consist of a single sheet, or sheets is required " or =ach piece of equiEcr.ent, and shall give the specific data nest:{+d for consi'i,c:ration f approval. all pertinent data listed in the Specifications and in -hedules shall be furnished , inc:iuding all special features. See that gill submittals are in proper order, and that all equipment will fit in the Apice provided. All regiestr, for approval of substitotiou for materials other than those specified must be submitted in accordance with Instructions to Bidders. 'A MATERUL. All. material! and proa,Icts used for construction shall. be new, r! the best grade, and the latest products as listed in printed catal )g data. All articles of a kind shall be the standard product Jf MR?Z6 15-2 t a single manufacturer. Trade names and manufacturers names denote the character and quality of equipment desiree and shall not be construed as limiting competition. 3A INSPECTION: Y 1. All work and materials subject to field observation at any and all times by Architect and/or Owner's Representative. 2. Contractor shall notify the Architect a minimum of two days prior to testing any piping system which must be witnessed and accepted before it is covered up or enclosed. 3. If observer finds any material or work not conforming to these Specifications , within three days after being notified, remove Uaterials from premises and replace with approved material. If material has been installed , entire expense of rcraoving and ro repl,:cing borne by Contractor. 3B SPPERVISION AND WORKMANSHIP: 1 . Upon completion of the work and adjustment of all equipment, all systems shall be tested by the Contractor to demonstrate to the Owner's ;epresenLative that all equipment furnished and installed or connected under the provision of these Specification functions mechanically in the manner required. At the time of this demonstration , the Contrac-or shall deliver to r.he Owner 's Representative four bound copies of the following material: a. Catalog description of each fixture and item of equipment actually installed on the job. b. Spare parts list of manufacturer's re.- amended replacement parts for each fi) turt and item of equipment. C. Operating an, maint•!nance instructions for each item of equipment requiring inspection, lubrication or service, describing and scheduling the performance of etich maintenance. d. Valve list in triplicate with valve location, norm.Y,l position and function. e. List of service abbreviations used in piping identificatir:n. 2. Adjust all controls for proper operation. Adjust nil regulators, faucets, etc. Open and close all sbutcff and control valves ge-ve.n.l times to insure tight glands. Furnish the services of a qualified person for a period of not less than ore day, at a time selected by the Owner, to instruct the maintenance personnel, correLt any defects or deficiencies , and de*.,onstrate to the satisfaction of the Owner, that the entire system is operating in a satisfactory manner and complies with all requirements. Complete this operation tef,t prior t : request for final inspection. 3C SAFETY: 1. In accordance with gen. ,ally acze:p,ced cone tr.uction practices, the Contractor gill be solely and completely responsible for N9TZGU 15-3 conditions .f the job site, including safety of all persons and property during performance of the work. Th: , requirement will apply continuously and not be limited to normal working hours. 2. The duty of the Architect is to conduct construction review of the adequacy of the Contractor's safety measure in, on or near the construction site. NR?ZGRR 15-4 SECTION 15050: BASIC MATERIALS AND METHODS lA GENERAL: Not Used. 2A PRODUCT STANDARDS: References to product Specifications for materials are listed according to accepted base Standards. All materials sball meet the lateat approved versions of these Standards. Cc,mmerciil gr..'e piping materials are indicated fc: reference. ;1.1 pipiig materials shall match or be compaLihle with existing. 2B PIPING MATERIALS: 1 . Cast iron soil pipe shall be service weight hubless cast iron pipe and fittings conforming to ANSI Standard A-112 .5 .2 with Code approved couplings. 2. Steel pipe shall be schedule 40 pipe, blash or galvanized. Size 4" and smalier conform to ASTM A120. Malleable or cast iron threaded fittings to match pipe. 3. Copper tube shall be hard drawn copper, coiiform;t.g to ANSI H23.1 � Fittings shall be wrought copper or cast bronze solder joint fittings conforming to ANSI B16.22. 4. Standard Steel Pipe, Schedule 40, Black and Galvanized: ASTM A120 or ANSI B125.2. 2C VALVES: 1. Valves manufactured shall be by Jenkins , Kennedy , Powell , Walworth, Crane, Nibco, Stockhaw, Harcmond or Lunkenheimer except as noted. 2. Gate valves shall be bronze body, 125 psig working pressure non- rising stem. Nibco model 1. 13. 3. Check valves shall be brcrize body, 125 psig working pressure, swing check. Nibco Model T-413. 4. Gas cocks , bronze or cast iron body with bronze plug, plug cock type. 125-150 psig working pressure. Flat head, square head or lever handle type. DeZurik, Have, Healey, McDonald, Mueller. 5. Ball valves, bronze body „ 200 psig working pressure, lever handle with stops, threaded or solderee ends to match pipe and bronze stem and ball. Seats and seal shall be Buna-N for service of maximum 1501F. For service over. 1050F. , seat and seal shall be ethylene propylene or teflon. 7alve seat replaceable without disturbing piping either by swing away or toii entry method. Nibco Model 590W for below 1500F. , Model 590Y above 1500F. 6. Pressure and temperature relief valves, bronze body, ASME/AGA rates. Sized to meet B.T.U.H. and Code requirements. Manual lever operator ANSI listed. .stainless steel or thermal bond coated thermostat tube. Watts, Caah Acme or equivalent. 'D UNIONS: 1 . Steel pipe union, shall be 15J pound malleable iron, brass to iron seat, ground joint, black or galvanized to match pipe. Mama 15-5 2. Copper pipe union shall be 200 psig working pressure. Bronze body. Solder ends. 3. Insulating unions sball be 150 peig working pressure. Pipe ends and material to match piping. Electric c urreat below 1% of galvanic current. Gasket material as recommended by manufacturer. Epco or equivalent. 2E PIPE SLEEVES: Minimum 20 gauge galvanized steel in concrete, 18 gauge in all other construction. 1/2" clearance arc,k►nd pipe or insulation. 2F ESCUTCHEONS: Brass material, chrome plated finish. Size sufficient to cover all pipe openings througn wall, floor.• or ceiling. Set screw or spring to secure to pipe. 2G PIPE HANGERS AND SUPPORTS : Pipe hanger size 3" and swaller shall be adjustable malleable iron, split ring hanger, black, U.L . listed. Fee and mason No. 199. Figure 400 or 500 equivalent. Riser clam=s shall be black steel clamp. Fe and Mason No. 241. 214 aLECTRlC MOTORS: 1. Motors shall meet NiMA standards, and shall be su..table for the service and location shown or required. Motors shall be drip- proof induction type with anti-fric:tlon bearings unless otheraice specified. Electric motors must operate efficiently on applied line voltages varying from minus 5% to plus 10% of r.�meplate rating without exceeding tha full lead nameplate temperature rise. Refer to Division 16 Electrical , for nowinal system volrage expected for this project. 2. Motors without built-in protection shall have separate thermal overload devices with low voltage release or lock out as required. Hermetically sealed motors shall have quick trip devices. Provide built-in thermal overload protection in :rotors not otherwise protected by external devices. 3. Rate motors for continuous duty under full lead. Horsepower rating shall be without service factor for the ape- ►.tied load. Vo►.tage rating Ahml.l be a shown. 4. Motors shall be Wagner, peliance, U.S. Mu; ors, Gereral Electric or Century. Each motor shall have the manufacturer's identifying nameplat? permanently attached. 2I STARTERS: Starters for equipment shall be furnished by the equipment supplier suitable for performing the control function required. Starters shall have thermal overload protectic:r devices on all "line" MR2ZGRR 15-6 legs. Size all overload heaters a, recommended by motor or equipment manufacturer for service and location. 3A PIPE AND :IPE FITTINGS: 1. Install unions in non-flanged pipe connections to apparatus and adjacent to all screwed control valves, t=aps and appurtenances requiring removal for servi,-,ing, so located that piping may be disconnected without disturbing the general systems. Provide dielectric couplings, unions ur flanges between galvanized steel and copper pipe or tubing. Run all piping parallcl to the building structure and support it in accordance with Paragraph 3H.5. Suppurt 311 piping independently so that its weight is not carried by the equipment. 2. Screwed joints shall have the pipe ends reamed, dope or tape applied to male threads only, with the exception of brass to brass joints which shall be made with Teflon tape onl ,,. 3. For braze type joints , use Fos-Copper rod on wrought copper fittings, or silver brazing alloy with Cue flux recommended for that particular alloy on all tittings. clean copper tubing and fittings thoroughly before applying the flus.. Remove all copper tubing burrs, team to full bore and true and round all joints. Apply heating uniformly to secure penetration of the rod and leave a full bead around the entire circumference of the join to show proper penetration and sealing. Undei no circumstances will Fos-- Copper be used on cast fittings. Silver bearing solder to be used on refrigerant copper piping. 4. Install no-hub cast iron pipe in conformance with Plumbing Codes and Cast Iron Soil Pipe lnstitute rLcommenddtiuns. 3B VALVES : Instal. valves ( full size of pipe) on each ,ide of all equipment. Provide neat appearance and easy grouping with all parts easily accessibie. Valve ;items shall be insta?.led in a horizontal or upright • position. 3C PIPE SLEEVES: 1. Provide sleeve on pipes passing through concrete floors and .galls. Extend sleeve one inch above finished floor. Caulk all pipes passing through floor and walls with approved Fire rated sealant. 2. provide watertight sealed joints atound pipes, drains and other mechanical items which pass through core drilled holes or other opening made in existing slab. Non-shrinking, non-porous concrete or grout, flexible sealants or other materials selected shall be suitable for the intended purpose and shall meet all Code requirements. 3D UNIONS: 1. Intal] pipe unions at side outlet of all tees and on each side of al, pieces of equipment to permit easy removal of the equipment. KRUC ll t 1 S-7 r WLJ err. 2. Place insulal.i,;g union in line in piping systems where two dissimilar metais come in contact. 3E ESCUTCHEONS: Install at all exposed pipes passing through floors and walls. 3F PIPE HANG'°RS AND SUPPORTS : 1. Provide adjuateble ':angers on all pipes, complete kith adjusters, swivels, rods, etc. Size hangers to clsar ins .. tiaz and guides., 2. Provide hanger within three feet of all changes in direction. 3. Branches six feet or longer shall have separate hanger. It. Plumb rs tape is not permitted as pipe hangers. 5. Hanger Sp.,cing: Pipe S aciaa Cast iron soil pipe - at each joint and at '.nterv.jls not to exceed 8 feet Copper tubing 1-1/2" and smaller 6 feet Copper tubing 1-1/2" and larger 10 feet Steel pipe I" and Smaller 7 feet Steel pipe 1-1/4" and larger 1^ feet 3G PIPE AND EQUIPMENT IDENTIFICATION: Each new piece of equipment shall bear a permanently attached identification plate , listed the manufactur::r ' s name, capacities , sizes and characteristics. In addition to the manufacturer's identification plate, provide nameplates of black pheno.ic resin laminate and identify new equipment by name and number, 1/2" high letters. 3H CUTTING AND PATCHING: Cutting, patching and repairing required for the proper installation and completion of the work specified in this Division, including plastering, masonry work , concrete work, carpentry work and painting shall be performed by skilled craftsmen in theee respective trades. Holes which are cut oversize shall t:e filled back in so that a tight fit is obtained around the pipe duct or object passing through. 31 ACCESS PANELS : Install access panels to provide access to all concealed valves, fens, motors, fire dampers, terminal units, coils and all items needing service. See Section 15050 - 2J and Drawings. KKTZG62 15-8 SECTION 15250 - INSULATION lA QUALITY ASSURANCE : Use proficient Journeyman Insulators and Superviscrs in the execution of this portion of the work to insure proper xnd adequate installatiin of insulation throughout. 1B SUBMITTALS: Before insulating materials are delivered to the job site, submit f-omplete data in accordance with lection 15010 showing insulation materials proposed to be furnished ani installed. 1C PRODUCT HANDLING : Use all means necessary to protect insulation materials before, during and after installation. In the event of damage, immediately make all repairs ani teplacements ne�:essary. 1D FIRE HAZARD CLASSIFICATION: 1. Maxitrum fire hazard classification of the composite insulation construction a. installed shall be not more than a flame spread of 25 , fuel contributed of 50 and smoke develope of 50. 2. Pipe insulation shall be tested in accordance with the requ-rements of U.L. "Pipe and Equipment Coverings 85583 400 8.15". 3. Duct insulation shall be tested in accordance with ASTM E-84 and bear the U.L. label. C IE :ACCEPTABLE MANUFACTURERS : Owens-Corning , Johns--Manville, PPG , 1 Armstrong, Certain-Teed or accepted. 2A DUCT WRAP: Fiberglass duct insulation with thermal conductivity of 0.23 BTU-in. per square foot per hour per of at 750F. meen temperature. Minimuw den,;ity of 1 .5 pound per cubic foot. Factory applied flame retardant fo. l reinforced Kraft vapor harrier facing. 2B DUCT LINING: 1 . Acoustical duce liner with thermal con, •,. ry of 0.26 BTU-in.. per square foot per hour per of at mean temperature. Minimum density of 1 .5 pound per cubic ft, . 2. Base on a No. 6 mounting in accordance with Test method ASTM-4?3 liner shall have sound absorption coefficients as follows: Thickness Sound Absorption Coefficients at Inches Frequencies of : 125 2.50 500 1000 2000 4000 NEC 1 .18 .54 .58 .80 .86 .83 .70 3A INSULATION THICKNESS: Cover supply and return air duct with 1" duct { wrap except where shown for duct to be lined, or where fiberglass ductboard is used. Line with 1" duct liner where shown. 3B INSTALLATION: Installation shall be continuous through walls, floors, partitions and sleeves except where noted otherwise. Apply liner to eucts where shown. Apply with fire resistant: adhesive to flat sheet with 100% coverage. For widths over 20 inches, additionally secure the HATIG ! 15-9 111 r liner with mechanical fasteners at 15 inch centers. Coat exposed and leading edges of transverse Joints with suitible fire resistant adhesive. M=ZG ! 15-14 Ulm SECTION 15400: PLUMBING lA SF10P DRAWINGS : Provide Shop Drawings for 2l.umbing Fixtures and Plumbing Specialties. 2A PIPING: 1. Soil , waste, anc, vent piping shall be hubless cast ron pipe and fittings with stainless steel and neoprene gasket coupling joints. 2. Domestic water piping shall be type "L" above ground with 95/5 solder joints. 3. Gas piping shall be schedule 40 black steel pipe and malleable threaded fittings. 2B PLUMBING FIXTURES: 1. LAV Lavatory. Counter-top type, enamel,,(! cast iron. Dimensions shall be 20 inches long by 8 �'nches widk with 4 .nches on center fixture mounting holes with front over" .ow, soap depression and mounting clamps. American. Standard iodel No. 4869 .020 or equivalent. 2. CS Classroom Sink: Counter-top enameled cast iron, with basket strainer and 1 1/2 inch tailpiece. Metal mounting frame and metal rimming by contractor. Dimensions shall be 24 inches long by 18 inches wide (nominal) with bubbler and faucet holes. American Standard Model No. 8490.013 or equivalent. Chicago No. 50-E3 faucet fitting with rigid gooseneck spout and a Chicago No. 748 uushbutton self-closing angle stop bubbler, or equivalent. 3. Provide new plumbing fixtures of t'ie type herein specified and of the quantity shown with all fixtures of one manufacturer. 4. China or cast iron fixtures shall be American-Standard, Kohler or Eljer. American Standard numbers ised as a basis for selection unless otherwise noted. 5. Supplies and stops shall be speedway or equivalent. 3A CUTTING, PATCHING, REPAIRING: Cutting, patching and repairing required for the proper installation and completion of the work specified in a each Division, including plastering, masonry , �rk, cancrete work, carpentry work and painting shall be performed by skilled craftsmen in these respective trades, all at the expense of Contractor. See Section 15050 3J. 3B PIPE INSTALLATION: 1. Install unions in all non-flanged pipe connections to apparatus and adjacent to all screwed control valves , traps and appurtenances requiring removal for servicing, so located that piping may be disconnected without disturbing the general system. Provide dielectric couplings, unions or flanges between galvanized steel and copper pipe or tubing. Install all piping so as to vent and drain. Run all piping parallel to the building structure and support it as specified in Section 15050, Paragraph 3H.6. K91ZGU 15-11 r 2. Slope sanitary waste and storm piping at uniform grade of 1/4 inch per foot unless noted otherwise. Make changes in size with reducing and wye fittings. Run exposed piping parallel or perpendicular to building structure. 3. Vent piping shall be horizontal runs free of drops and sloped to drain to drainage system. 4. In gas piping systems provide low point drains, cleanouts and sediment "legs" as required for each type of pieing. Installation shall conform to approved standards of prevailing Plumbing and Mechanical Codes regarding slope, cleanout locations and other requirements which have not been addressed in the Specifications. 3C FIXTURE INSTALLATION: Fixtures shall be supported as existing fixtures that are removed. 3U PIPE TEST: 1 . Notify Architect and local Plumbing Inspector two days before test. 2. Eliminate air frun water piping system. Fill and test at 150 prig for a period of six hours with no loss in pressure. i 3 . Test natural gas piping at 100 psig, two hour duration with no pressure lose. Use oil free compressed air or nitrogen for test medium. Check joints for leakage with soap and water or approved liquid leak detector. 3E CHLORINATION: Upon successful completion of all tests and necessary replacements , all domestic water piping shall be flushed and disinfected as herein described. Thoroughly flush and backflush piping through all openings to remove dirt, flux, debris and residues until flushing water runs clear. ilorination treatment shall be conducted in accordance w.ch the Board of Health Requirements. Upon completion, a Certificate of Compliance shall be presented to the Architect. 3F FIXTURE, EQUIPMENT TEST: 1. After fixtures and equipment have been .installed, test all faucets, valves and other operative devices to assure correct function. Correct any malfunctions, leakage, breakage, etc. 2. Equipment connected to natural gas piping shall be energized and tested for proper operation. All "final" gas piping and fittings ( includi._6 approved flexible gas connector devices) installed on equipment beyond the rough in piping shall be teeted for leakage using an electronic ionization gas detector. The Contractor shall submit a certificate indicating t,,e completion of the prescribed testing procedure and that all such equipment and piping is free from leakage. 3k: EQUIPMENT PROTECTION: Keep all pipe openings closed by means of plugs or caps to prevent the entrance of foreign matter. Protect all piping, ductwork, fixtures , equipment and apparatus against dirty water , chemical or mechanical. damage both before and alter installation. A•sy MRTZG U 15-12 such fixture, equipment or apparatus damaged prior to final acceptance of the Work shall be restored to its original condition or rQplaced at the expense of the Contractor. Protect all bright finished shafts, bearing housings and similar items, until in service; no rust will be permitted. Equipment and mrterials stored on the Job Site shall be covered or ctherwisQ suitably protected at the direction of, and to the satisfaction of the ARchitect. If coverings become torn, they shall be replaced until the equipment is connected and operating. KRTZGRA 15-13 SECT:.ON 15500: HEATING, VENTILATING AND AIR CONDITIONING lA SHOP DRAWINGS: Provide Shop Drawings for the following equipment: 1 . Furnaces 2. Diffusers and Grilles 3. Dai Pers 2A DUCTWORK: 1. Constructed from ga.lvanizel sheet metal to conform to Chapter 10, Uniform Mechanical Code, Volume II, 1982 Edition, or 1983 ASHRAE Guide Table. 2. At Contractor 's option, certain .)ortions of ductwork may be constructed of fiberglass ductboard. Fiberg' _ss 1" thick Type 475 ductboard whicb meets the requirements of NFPA 90A and 9OB; has a factory applied Underwriter's Laboratories UL 181 , Class 1 Air Duct listing label; has double density molded M/F slip joint edges, or plain edge with utilizing the Tiber Grip closure system; has a FSK (foil , skrim, Kraft)) facing; has a thermal conductance factor o- C=0.23 at 750F. u.-an; has a noise reduction coefficient (NRC) of 0.70 as per ASCM C423-60T using a #6 mounting; and has an air friction correction factor of 1 . maximum at 2 ,000 FPM. Manville Co. or equivalent. Duct board approver on concealed supply and return ductwork, unless noted or specified otherwise, and ductwork noted to be lines, exhaust or outside air dints. Ductboerd not approved for exposed ductu_rk. 3. Flexible ducts shall be galvanized spring Fteel wire helix covered with continuous liner and attached to li er with spray coating, i" thickness of fiberglass insulation, plastic vapor barrier jacket sealed at both ends. 0.25 K factor at 750F. mean `emperature, rated for continuous service at 1 .5 inch S.P. Al. points made with 1 /2" wide positive locking steel straps. U. L. approved per L'. L. 181 . Maximum lekigth of five feet. Genflex, Thermaflex, Cleavaflex or equivalent. 2B DAMPFRS: 1 . Provide volume dampers (VD) in supply, exhaust and return ducts as required for balancing and construct of galvanized sheets not lighter than 18 gauge, reinforced to prevent vibration, equipped at both encs with brass bearing mounts and of sufficient length to provide a complete shut—off of the duct. Provide each damper with operators as specified. 2. Provide fire dampers (FD) with sleeves in accordance with NFPA Pamphlet No. 90 and local Code, complete with damper blades , fusible links, linkage and stops. U. L. labeled dampers are to have near 100% free area. Advanced Air , Ruskin, Tuttle and Bailey , Phillips Aire or equivalent. M9TZGU 15-14 i i 3. Provide each damper with an adjustment and locking q adrant device as manufactured by Young Regulator Co. , No. 315 operator for inaccessible locations , and #403 for accessible locations. Ventlock or equivalent. 2C DIFFUSERS AND GRILLES: 1. Diffuser sizing based on air being diffused at the five foot level to a velocity not greater than 50 FPM. Diffusers selected so as not to exceed the "', -33 curve when the volume damper is 50% open. Manufacturer shall guarantee to meet the above performance factorn or replace ali diffusers where required. 2. Manufacturers shall be Tuttle and Bailey, Carnes, Krueger, Barber- Colman, Titus, J&J, Anemostat, Agitaire, Mill-Air, Hart 5 Cooley or equivalent. 2D GAS FIRED FURNACES: (F-1) Forced air gas-fired roof top, curb mo:tnted furnace piped and wired internally for single point field connection. Direct drive centrifugal blower for downflow type discharge with full roof curb, and 100% OA inlet hood with motorized damper. ACA certified heater. Provide fan and limit control , blower cooled delay and magnetic starters. Reznor. , Trane, Carrier. Day and Night or equivalent . Install furnace per manufacturer ' s installation K� instructions. See electrical for voltage. 2E GAS FIRED FURNACES WITH ELECTRIC COOLING: (ACU-1) Forced air gas- fired roof top, curb mounted furnace piped and wired internally for singlra point field connection with full roof curb , integrated econo-!izer and hood, enthalpy control, time guard II device and 3 tons of cooling. Direct drive centrifugal blower for downflow typ-- dis--harge. AGA certified heater. Provide tan and limit control , blower cooled delay and magnetic starters. Carrier Model 43LDT004 or Reznor, Trane, Day and Night or equivalent. See electrical f. or voltage. Install furnace per manufacturer's installation instructions. �A FILTERS: Install complete sets of filters before operation of the units. Fans shall not be operated without filters installed. Remove toile from units and clean if units are run without filters. Provide two sets of filter cartridges for each unit. Clean filters to be installed by Mechanical Contractor prior to system balancing. 3B DUCTWORK: 1 . Erect all ductwork in a first-class and workmanlike manner, true to dimensions shown, straight and smooth on inside with neatly finished joints lapped in th- direction of air travel. Properly brace and reinforce all ducts with steel angles or other members. 2. Elbows shall be standard centerline radius, shall equal 1 ' /2 times the width of the duct. 3. Square turns shall be provided with air foil type turn vanes. 4. Duct sizes shown are the net inside dimensions. KATZGU 15-15 W W ■ I 5. Access doors in ductwork shall be located as required for service of fire dampers, automatic dampere and other items requiring maintenance or inspection. Provide Ventlock No. 100 latf.h with No. 150 hinges and felt gaskets. Minimum size 12x12 or equivalent area. 6. Hang ducta under 20 inches diameter or maxiau= aide dimension with galvanized strips of No. 16 U.S.S. gauge steel one inch wide and all larger ducts with steel angles and adjustable hanger rode similar to piping hangers. Anchor all ducts securely to building in such manner as to prevent transmission of vibration to structure. 7. Seal all joints in ducts with Nashua # 357 industrial grade pressure sensitive tape of 6" width of six ounce canvas pasted on with Arabol. Ray Chem Shrink tape accepted. H. All rigid ductwork within 10 feet of rooftop units to be lined with 1" acoustic indulaton. 15-16 SECTION 15630: BURNER CONVERSIONS IA GENERAL REQUIREMENTS: Conform to the Contract Documents. 1B CODES, RULES AND DOCUMENTS: 1. All work and materials shall conform to the local and State Codes, and all other State and other applicable laws and regulations. 2. Should there be any direct conflict between Codes and the Drawings and/or Specifications, the Codes, Rules and Regulations shall govern. 3. All equipment, where applicable, shall be U.L. labeled, and not the requirements of Factory Mutual (FM) . 1C SCOPE OF WORK: 1 . Provide and install burners and all necessary piping and equipment necessary to achieve a complete and operable burner system for the two existing boilers. This shall include, but not be limited to, burners, full gas train, gas piping, firebox modifications , removal of induced draft fans, and control reconnection. 2. Perform testing of all equipment and make corrections as necessary to achieve a minimum combustion efficiency of 80%. 2A BURNER: Furnish conversion burners for burning natural gas supplied at 2 psig. Units shall be listed and labeled by Underwriters Laboratories and meet the requirements of FM. Controls and fuel trains shall conform to U. L. and FM. Firing shall be low/bigh/l.ow type. Start shall be proven at low fire as well as open damper for prepurge. Forced draft fan shall not operate before damper is in open position to start prepurge. The firing rate shall be 1 ,000,000 Btu/hr input. The gas burner shall be of the annular or orifice design for burning natural gas. Unit shall include basic burner assembly of welded steel construction with stainless steel flame retention fan diffuser head, forced draft fan on motor, minimum gas train consisting of main shut off valve, main gas pressure regulator, main motorized automatic gas valve, main safety gas valve, low-high gas pressure switches, butterfly valve, leak test valve, ecanner assembly and gas-electric pilot assembl , with pilot pressure regulator solenoid valve and shut off as requires. 2B CONTROL CABINET: Control cabinet is to be designed for burner mounting. Cabinet shall be of NEMA IA design and U.L. labeled. Components shall consist of starters for combustion air and fan stepdown control transformer for 120/1/60, modulating manual-auto switch, indicating lights for Powe: and main flame, signal meter, programming flame safeguard control equal to Honeywell Bc-7000, burner off-on switch, gas-oil selectro switch, single point electrical connection and numbered terminal strip. 2C LEAD-LAG SEQUENCING CONTROL : Provide operating limit pressure controls, to be header mounted, and electrically connected to NEMA 12 NATZGAA 15-17 duattight enclosure containing lead-lag position switch for two boiler operation, plug in relays with neon indicating lights, numbered terminal strips, and necessary logic to perform sequencing functions. 2D START UP AND TEST: The combination of burner, flue gas turbulators, if present, and burner location shall be so desigaed to operate at a minimum combustion efficiency of 80 percent on natural gas at zero CO with maximum smoke of til bacharach. Provide written combustion report containing X02 , net and gross stack temp, inputs, over fire draft, % efficiency, smoke and or CO. Burner contractor must give evidence of successful installations of this type and offer 24 hour emergency service. Provide Owner training as needed and warranty service for one year from date of installal-,on. Preventative maintenance by Owner. Provide Owner with combustion report for each burner start up. 2E MANUFACTURER : Burners shall be Webster, Gordon Piatt, or Ray or approved equal. Burners shall be designed for 2 gas delivery. Burners shall be capable of firing 95 percent of boiler rating at one (1) inch positive combustion chamber pressure. 2F BAROMETRIC DRAFT DAMPER: Field M+MG2 or equivalent sized as required for the supplied burner. 3A REMOVAL OF EXISTING EQUIPMENT: The existing oil burners and controls shall be removed and disposed of. 3B FIRE BOX MODIFICATIONS: 1. The fire box of the Birchfield boiler shall be relined with refractory suitable for use with the new burners. Fire box size shall be modified as required to meet the requirements of the new burner. 2. The existing fire box of the American Pipe and Construction boiler shall be f ilied with sand or gravel covered by millboard and the upper part of the combustion chamber shall be relined with new refractory. The millboard shall also be covered with refractory. The final firebox size shall be compatible with the provided burner. The burner shall be mounted at the inspection door. 3. Mud leg protection. The boiler mud leg shall be protected in accordance with the boiler and burner manufacturer ' s recommendations. 3C INDUCED DRAFT FAN REMOVAL: The existing induced draft fans shall be removed. The breeching shall be extended to the boiler and the barometric draft damper installed. .31) BURNER INSTALLATION: New burners to be installed on new refractory plates. Burners shall be stud mounted to plates. Refractory shall extend past tube sheet 12 inches minimum and be removable from front of boiler without damage to said refractory. Burner flame envelope shall not impinge on any internal boiler surfaces. New mounting plate shall be painted with high temperature paint. 3E GAS PIPING: Construct gas piping as shown on drawings. Gas piping shall be for 2 paig gas, 1050 BTU/cu. ft. at .62 a.g. All gas regulators to be installed with a minimum of four pipe diameters upstream and downstream of regulator. Vent gas pressure regulators to outside boiler room. In no case shall vents be terminated less than 10 feet from combustion air openings. All gas and vent piping shall he in accordance with Northwest Natural Gas Co. requirements and local building codes. 3F ELECTRICAL: 120v/10 power shall be provided to the burners by the Electrical Contractor. The uurner Contractor shall coordinate with the Electrical Contractor for specific requirements of the supplied burners. Provide new operating and limit controls. Test and service all low water cut offs. All wiring shall be in accordance with U.L. , N.E.C. and the State of Oregon. 3G COMPLIANCE WITH REGULATORY AGENCIES: the Contractor shall comply with all applicable rules/regulations of the Uniform Mechanical Code, local building code, and Oregon State boiler inspector with regard to this installation. The Contractor will be responsible for obtaining and paying for all permits, Licenses or fees required prior to commencing work. 3H PROTECTION OF BUILDING AND EQUIPMENT: All work under this contract shall be done in a manner that protects District property against loss or damage. Any damage to building or equipment, or lose of equipment caused by work under this contract will be repaired/replaced at A Contractor 's expense. 31 GUARANTEE: The Contractor shall furnish the Di!;trict a written guarantee to be included with the contract that guarantees the materials and workmanship against defect for a perijd of one ( 1) year from date of acceptance of completed installation. The Contractor agrees to repair, replace any defective item at no cost to the District within that period. 3J ACCEPTANCE: After being in operation no lenu than .five consecutive days with no repairs or adjustments required during that period, the burner will be started up and demonstrated to operate as specified ` above. J Ksztcu 15-19 SECTION 15350: CONTROLS IA GENERAL: Provide a complete electric low voltage temperature control system to function as specified herein. 1B SHOP DRAWING AND SUBMITTALS: 1. Provide three copies of Shop Drawing submittal data for review. 2. Upon completion of the work of this Section and prior to final inspection, provide two copies of "as-built" ATC diagrams, schematics, catalog cuts, maintenance instructions and a written operating Sequent for each AC/fan system to be include din Operation and Maintenance Manual specified in Section 15010. 1C ELE,C':°:CAL STANDARDS: Install line and low voltage electrical wiring in accordance with NEC , local Codes and Division 16 of these Specifications. Run all wiring in conduit. 1D INSTRUCTION OF OWNER: See Section 15010. 2A THERMOSTATS: 1 . Thermostats for ACU-1 and F-1 shall be minimum single stage heating with deadband, auto changeover and seven day programmable 1 night set back. Units shall include an integral locking cover. Unit shall have 3 hour setback/setup override by pressing thermostat cover. Honeywell T 7400 with W 7400 module or equivalent. 2. OSA The.mostats for F-1 s;;all be single stage suitable for lockout of outside air damper on Furnace. See Control Sequences and coordinate with unit suppliers. 3A CONTROL SEQUENCES : 1. ACU-1 Shall operate as follows: a. Supply fan shall operate continuously during occupied hours and on call for heat or cooling during unoccupied ►lours. b. OSA damper shall be closed during unoccupied hours. The damper shall be to minimum position during occupied hours or modulate as directed by the economizer control. C. Gas heating shall operate as required by the thermostat. d. Mechanical cooling shall operate as controlled by the thermostat. e. Consult with manufacturer of the ACU-1 for its proper interface with the Honeywell W7400 system including economizer interface. 2. F-1 Shall operate as follows: a. Supply fan shall operate continuously during occupied hours and on call for heat or cooling during unoccupied hours. NATION !!-!0 st[ UAI l�f W b. OSA damper shall be fully closed except when cooling is called for. On call for cooling the damper shall move to full open position unless the OSA themostat temperature is above its setpoint of 750F. Above 750F. OSA the damper shall remain closed. C. Gas heating shall operate as controlled by the thermostat. MSTECU is-T1 1 i SECTION 15990: SYSTEM BALANCING 1A GENERAL DOCUMENTS: Adjustment and balaucing of the air distribution system shall be performed by an independent test and balance agency who specializes in this work. 2A REPORTS AND RECORDS. Submit four copies of complete balancing report on forms which have been accepted by the Architect. Provide with each report a complete set of marked balancing drawings showing air opening " numbers that correspond to the numbering system in the balancing logo. 2B BALANCING FIRMS APPROVED: Air test and Balance, Portland, Oregon Air Introduction and Regulation, Portland, Oregon Air Balancing Specialty, Inc., Portland, Oregon Pace Air Balancing, Portland, Oregon Northwest Engineering Services, Tigard, Oregon 3A TESTING PROCEDUIES - AIR SYSTEMS: 1. Identify and list size, type and manufacturer of all air handling equipment and air distribution devices. Manufacturer's published ratings on all equipment shall be used to make required calculations. 2. Test, adjust and record fan RPM to deliver within +10% of air quantity specified. Make picot traverse of each zone of supply ducts. 3. Record nameplate data and actual running amperes for each fan motor. 4. Test and record system static preFsure, suction and discharge, 5. Test and adjust system or design outside air and return air. 6. Teqt and record entering and leaving air drybulb temperature for heating and cooling. 7. Test , adjust and record each diffuser, grille and register to within 10% of design requirements. Each supply zone, grille, diffuser and register shall be identified as marked on the balancing drawings. MtTZGU 15-22 DIO18IOM 16 — BLUTQICAL SPACUICATIOM I/DU Page No. Section 16010: General Provisions 1 Section 16050: Basic Materials and Methods 5 Section 16110: Conduit, Raceways, Boxes & Fittings 10 Section 16120: Conductors and Connectors 12 Section 16150: Wiring Devices and Plates 13 Section 161170: Motor Starters, Disconnects and Overcurrent Devices 15 Section 16450: Grounding 17 Section 16470: Panelboards 18 Section 16500: Lighting Fixtures and Lamps =9 DIVISION 16 — 6I.9CTQICAL BIDDING AND CONTRACT REQUIREMENTS AND ALL DIVISIONS, as indexed, apply to this Division. SECTION 16010: GENERAL PROVISIONS 1A DRAWINGS: 1. The Drawings and Specificatioas are complementary and what is called fer by one shall be as binding as if called for by both. Items shown on the Drawings are not necessarily included in the Specifications. All directives and instructions to furnish, provide, install, omplete, test and methods described in these Specifications and Drawings shall be interpreted as directives to the Contractor unless clearly specified otherwise. 2. Bring obscure or questionable items to the attention of the Architect prier to bid date . Necessary directions and explanations will be given by the Architect in Addendum form. 3. Should the Electrical Documents indicate a condition which will conflict with the Governing Codes and Regulations, the Contractor shall refrain from installing that portion of the work until he receives verification from the Architect. Any work installed in violation of the Governing Codes will be removed and correctly installed by the Contractor as part of the Contract work. 4. The working diagrams are generally diagrammatic. They do not show every offset, bend, or elbow required for installation in the space provided. All locations for electrical work shall be checked and coordinated with the Architectural, Structural and Mechanical Drawings. 5. Where equipment is shown, dimensions have been taken from typical equipment of the class indicated. Carefully check the Drawings to see that the equipment under consideration for installation will fit the space ,:.ivided and that all connections may be made thereto without impairment of area and height requirements and of Code required clearances. 1B SITE VISITATION: The Contractor shall visit the site prior to bidding to become familiar with existing conditions and all other factors which may affect the execution of the work. 1C CODES, ORDINANCES AND REGULATIONS: 1 . The completed installation shall conform to all applicable Federal, State and Local Codes, Ordinances and Regulations. 2. Obtain all necessary permits and inspections requirad by the governing authorities having jurisdiction over this work.. 3. Furnish to the Owner a certificate of approval from the inspection authority at the completion of the work. KETWU 16-1 ID SCOPE OF WORK: 1. The work covered by this Specification shall include fvrnishing all labor, materials, equipment and services to construct and install the complete electrical system as shown on the Drawings and specified herein. Verify all conditions on the job site and lay out work accordingly. ?. The work shall include, but is riot necessarily limited to, the following systems: a. Electrical Distribution System. b. Complete lighting and power systems. C. Grounding System. d. Telephone and Intercom Raceways. e. Connections of Electrical Equipment Furnished under other Divisions of Work or by Owner. f. Special Control Systems. IE GUARANTEE: 1 . Without additional charge, replace any work or material which develops defects , except from abuse, within one year from acceptance. 2. Lamp guarantee is from date of Owner occupancy or acceptance: 60 days for incandescent; one year for fluorescent and HID. IF CLEAN-UP: Keep tools and materials in an orderly manner throughout the construction period. Upon completion of the work, remove all supplies, materials, tools, etc. , furnished by the Electrical Division. Dirt and debris of whatever nature caused by the execution of the electrical work shall be removed from the .job site. 1G SUBSTITUTIONS: 1 . The use of manufacturer ' s names, models and numbers in this Specification is intended to establish style, quality, appearance and usefulness. Items noted "or equivalent" will require prior acceptance. 2. Submit for the Architect 's review, manufacturer ' s detailed specifications and data sheets for all proposed substitutions. Submittals shall consist of a single sheet, or sheets if requires for each piece of equipment, and shall give the specific data needed for consideration of approval. all pertinent data listed in the Seecifications and in Schedules shall be furnished , including all special. features. See that all submittals are in proper order, and that all equipment will fit in the space provided. 3. All requests for approval of substitution for materials other than those specified must be submitted in accordance with Instructions to Bidders. Marion 16-2 IH SHOP DRAWINGS: 'l. Before ordering equipment, submit for the engineer's review a material list containing the manufacturer ' s and local distributor's names relating to the equipment to be installed. 2. Submittals shall include manufacturer's detailed specifications and data sheets for all equipment to be furnished. 3. Submit Shop Drawing data on the following items of equipment and systems: a. Panelboards with dimensions. b. Wiring devices, all types. C. Lighting fixtures. d. Wire terminations, lugs and splices. 4. Contractor agrees that Shop Drawing Submittals processed by Engineer are not Change Orders; that the purpose of Shop Drawing Submittals by Contractor is to d<monstrate to Engineer that Contractor understands design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install by detailing fabrication and installation methods to intends to use. 5. Contractor further agrees that if deviations, discrepancies or conflicts between Shop Drawings and Specifications are discovered either prior to or after Shop !hawing Submittals are processed by Engineer, Desig„ Drawings and Specifications shall control and shall be followed. lI COOPERATION WITH OTHER CRAFTS: 1 . Cooperate w:r.h other crafts (or contracts) as may be necessary 'or the proper executign of the work. 2. Prior to the installation and connection of the electrical work for equipment by other crafts, the Owner, or by other contracts, verify the requirements indicated in the Electrical Division with the requirements and characterist..cs of the other crafts, Owner, or other Contractor 's equipment. 1J RECORD DRAWINGS: 1. On completion of work, deliver to Architect one set of record drawings on reproducibl: transparencies. Show all changes and variations from the design drawings and exact routes of all feederb, service conduits and location of all conduits stubbed-out for future continuation with definite dimensions to finished walls or permanent structure. 2. Drawings and lettering mist be neat and clean. Upon failure to comply, Drawings shall b,e resubmitted. 3. Contractor shall order ind pay for required sepias from original tracings provided by Engineer at start of project. MZTZGU 16-3 WWI i 1K SAFETY: 1. In accordance with generally accepted construction practices, the Contractor will be solely and completely responsible for conditions of the job site, ini.luding safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. 2. The duty of the Architect is to conduct construction review of the adequacy of the Contractor's safety measure in, on or near the construction site. I MZTZGU 16-4 SECTION 16050: BASIC MATERIALS AND METHODS lA DESCRIPTION: 1. The General and Supplemental Conditions apply to this Division, including but not limited to: a. Drawings and Specifications. b. Public Ordinances, Permits. C. Payments and fees required by governing authorities for work included in this Division. d. Requirements of Power and. Signal Utility Companies. 2. CHANGE ORDERS: All supplemental cost proposals by the Contractor shall be accompanied with a complete itemized breakdown of labor and materials without exception. At the Architect 's request, Contractor's estiu.ating sheets for the supplemental cost proposals shall be made available to the Architect. Labor must be separated and allocated for each item of work. 3. WARRANTIES: Refer to the General and Supplementary Conditions of the Contract: a. All apparatus and work shall be free of defects of material and workmanship and in accord with the Contract Documents. b. All apparatus shall be built and installed to deliver its full rated capacity at the efficiency for which it was designed. C. The entire electrical system apparatus shall operate at full capacity without objectionable noise or vibration. 2A MATERIALS: 1. All elect:ical products installed in this project shall be approved by Unct�rwriters ' Laboratories , Inc. or by the local inspection authority as required by governing Codes and Ordinances. 2. All materials shall be new and of t'.e best quality. the materials shall be manufactured in accord with NEMA, ANSI, U.L. or other applicable Standards or accepted testing laboratories. 2B LABELS: 1 . Brady Markers, black on yellow field preprinted permanent material with adhesive backing. 2. Typed or preprinted white permanent materials labels with adhesive backing by Specified Products, Inc. 3. "Lamicoid", 3 ply laminated plastic, two outer layers black, inner laver white. 3A INSTALLATION: 1 . rovide raceways and conduits of approved types for all electrical ystems as specified herein. Nrruu 16-s 2. The extent of the branch circuiting and control shown shall not be changed nor homeruns combined. Feeder runs are not to be combined or changed. 3. Cross or hash marks on conduit runs indicate quantity of No. 12 copper conductors unless otherwise noted. Where such marks do not appear, it is understood that two circuit conductors and ground extend to the outlets shown. 4. Permanently install materials; make final connects. 5. Cutting or notching shall be kept to an absolute minimum and done when and in a method approved by the Architect. 6. Patch and correct finished surfaces damaged by electrical work. 1. Panels , cabinets and equipment shall be level and plumb and .�. installed parallel with strictural building lines. 8. A11 equipment and enclosures shall be suitable for the environmental conditions in which they will operate, i.e. dry, a wet, damp or hazardous locations. 9. Arrange branch circuit wiring as shown on the Drawings. Do not alter or combine runs or homeruns without the specific apiroval of the Engineer. 10. Consult the Architectural, Mechanical and Structural Drawings to avoid conflicts prior to roughing-in. 11. All dimensions are to the center of the device unless specified otherwise. 12. Lighting dimensions are to the bottom of suspended fixtures. 13. Install Outlets : Switches up 48" ,. Receptacles up 12" in finished spaces Receptacles up 42" in apparatus and maintenance Telephone up 12" Other outlets and devices as noted. Verify exact locations of outlets before rough-in. Do not install electrical outlets or equipment below 24" A.F.F. 14. All electrical wall plates, thermostats, or other similar wall mounted items, if measured within 18" horizontally from each other , shall be vertically stacked and aligned on a common vertical centerline. 15. The location and method for connecting to each item of equipiaent shall be verified prior to roughing-in. The voltage and phase of each item of equipment shall be checked before connecting. MOS^* rotations shall be made in the proper direction. 16. Transformers, starters and similar noise producing devices shall not be placed on walls which are common to occupied space. 17. Ballasts . starters, transformera and like equipment which are found to be noticeably noisier than other similar equipment on the project will be deemed defectiv: and shall be replaced. 3B NOTSE CONTROL: 1 . Outlet boxes at opposite sides of partitions shall not be placed back-to-back nor straight through boxes be em,)l.,yed, except where Specifically permitted on the Drawings by note, to minimize transmission of noise between occupied paces. jjW W i 1R t.. i 1 2. Contactors and similar noise producing devices shall noc be placed on walla which are common to occupied spaces unless specifically shown. Where such devices must be mounted on walls common to occupied spaces, they shall be shock mounted or isolated in such a manner as to effectively prevent the transmission of their inherent noise to the occupie<' space. 3. Ballasts, contactors and like equipment which are found to be noticeably noisier than other similar equipment on the project will be dee^.ed defective and shall be replaced. 3C EQUIPMENT CONNECTIONS: 1. Provide complete electrical connections for all items of equipment requiring such connections, including incidental wiring, I I 1 i 1 1 =pv 16-7 materials , devices and labor necessary for a finished working installation. 2. Verify the location and method for connecting to each item of equipment prior to roughing—in. Check the voltage and phase of each item of equipment before connecting and if not proper for the voltage characteristics of the electrical distribution system, promptly notify the Architect. Motor connections shall be made for the proper direction of rotation. Minimum size flex for mechanical equipment shall be 1/2" except at small control devices where 3/8" flex ma; be used. Exposed motor wiring shall be "Sealtite" flex with 6" minimum slack loop. - 3. Furnish all Code required disconnects under this work, whether sp,cifically shown or not. 4. Conduit, wire and circuit breaker sizes for mec'.ia.nical equipment are based on the aquipment ratings of one manufacturer. The equipment actually furnished may be of a different manufacturer with different electrical characteristics. Conduit , wire and :. circuit breakers shall not be ordered or installed until exact electrical requirements are obtained. Responsibility for this ` coordination rhall rest with the Contractor. 3D LABELING: 1. Clearly and properly label the complete electrical system to indicate the loads served or the function of each item of equipment and panel and circuit number provided under this work. 2. Provide typewritten branch panel schedules with protective, clear transparent covers , accurately accounting for every breaker .installed, including spares and existing circuits. Schedules shall use the actual room number assigned near completion of the work and not the space designation on the Construction Drawings. 14here existing panels are modified provide ne directories. 3. Label the branch circuit panelboards indicating the panel number, voltage, phase and feeder breaker or fuse size and location with white permanent labels on the inside of the panel door. v. Label all disconnect switches, relays, contactors, time switches indicating voltage, amperage, circuit number and equipment served wieh white permanent labels. 3F SUPPORT AND ALIGNMENT: 1 . Each fastening device anc: support. for electrical equipment, fixtures, panels, outlets and cabinets shall be capable of supporting not less than four times the ultimate weight of the object or objects fastened to or suspended from the building structure. 2. Properly and adequately support fixtures installed under this work from the building structure. Supports shall provide proper alignment and leveling of fixtures. Flexible connections where permitted to exposed fixtures shall be neat and straight, without excess slack, attached to the support device. 3. Install panels, cabinets and equipment level and plumb, parallel with structural building lines. Switchgear panels and all electrical enclosures shall fit neatly without gaps, openinz, or distortion. Properly and neatly close all unused openings with approved devices. 4. Fit surface panels, devices and outlets with neat, appropriate trims, plates or covers, without over-hanging edges, protruding corners or raw edges, to leave a finished appearance. 3F LAYOUT AND COORDINATION: 1. The Contractor shall inspect the job site prior to bidding and familiarize himself with existing conditions which will affect his work. 2. Electrical Drawings are diagrammatic indicating approximate location of outlets, lighting fixtures, electrical equipment, etc. Consult the Architectural , Structural and Mechanical Jrawings to avoid conflicts with equipment, structural members, etc. When required , make all deviations from Drawings to make the work conform to the building as constructed, and to related work of others. Minor relocations ordered prior to installation may be made without added cost to Owner. 3. Call to the attention of the Architect a ►y error, conflict or discrepancy in Drawings and/or Specifications. Do not proceed With any questionable items of work until clarification of same has been made. 4. Supplementary details and plans may be supplied if required and they will become a part of the Contract Documents. 5. Coordination of work with other crafts employed on the project is mandatory. 6. Under no conditions are beams, girders, footings or columna to be cut for electrical items unless so shown on Drawings or written approval obtained from the Architect. 7. Verify the physical dimensions of each item of electrical equipment to fit the available space and promptly notify the Architect prior to roughing-in if conflicts appear. Coordination of equipment to the available space and to the access routes through the construction shall be the Contractor 's responsibility. 3G COMPLETI.ON AND TESTING: Complete each system as shown or specified herein and place in operation except where only rough-in or partial systems called for. Each system shall be tested and left in proper operation free of faults, shorts or unintentional grounds. Demonstrate system in the presence of th Architect , the Owner or their representative when requested. MR?ZGRR 16-9 ff Ilium SECTION 16110: CONDUIT, RACEWAYS, BOXES & PITTINGS lA DESCRIPTION: Provide raceways and conduits of approved types for all electrical systems wiring, except where clearly shown or specified otherA-ise. All fittings, boxes, hanazieu and appurtenances shall be included. 2A CONDUITS: 1. Rigid heavy wall galvanized rigid conduit (GRC). y 2. Intermediate metallic conduit (IMC) . 3. Thin wall galvanized steel electrical metallic tubing (EMT) . 4. Rigid heavy wall aluminum. 5. Thin wall aluminum not acceptable for any use. 6. Non-metallic conduit - polyvinyl chloride type 40. (PVC) . 7. Flexible metal with and without polyvinyl chloride jacket. 2B RACEWAYS : Surface metal raceway with snap-in cover, Wiremold or approved equal. 2C BOXES: 1 . 4" square by 1-1/2" deep, pressed steel for switches, receptacles, etc. Raco No. 182, Steel City or approved equal. 2. 4" octagon by 1-1/2" deep, pres!.ed steel for fixture outlets. Raco No. 125, Steel City or approved Equal. 2D FITTINGS: 1. Threaded locknuts for GRC and IMC conduits. 2. Threaded insulated throat bushings for CRC and IMC conduits. Bushings 1-1/4" and Larger ahall be of the insulated, grounding type as required under Section 16450. 3. Connectors , compression type for ;onduit termination, with insulated throat, suitable for conditions used. 4. Connectors, weatherproof, threaded. 5. Seal.-offs, with filler fiber, compound, removable cover. 2E METAL PRIMER: Rustoleum or equivalent. 3A INST.ALLATION: 1. Conceal all conduits in finished spaces and elsewhere so far aft practicable. Conduit raceways embedded in concrete, below grade or in damp locations shalt be watertight by painting the entire male thread with metal primer or equal, before assembly. Concealed I conduits shall run in a direct line with long sweep bends and f offsets. 2. Exposed conduit shall be run parallel or at right angles to structural building lines , and be neatly offset in foxes. ME?LGU 16-10 i , _ ■r a �w i■n Conduits attached directly to building surfaces shall closely follow the surfaces. Conduit fittings shall be used to "saddle" under beams. 3. Conduits , whether exposed or concealed, shall be securely supported and fastened at intervals of nominally every six feet and within IA" of each outlet, ell, fitting, panel, etc. Support suspended conduits with metal ring or trapeze hangers and threaded steel rode having a safety factor of 4. Wire ties using not lees than No.14 iron wire which will prevent displacement may be used for concealed rigid conduit up to 1-1/4" or for EMT only. 4. Conduit shall be sized as shown. Where no size is indicated, conduit may be the minimum Code permitted size for the quantity of type THW conductors installed, but in no case smaller than 1/2'' trade diameter. 5. PVC Conduit may be used in lieu of rigid conduit in (1) ills under concrete and (2) in contact with earth where approve6 by N.E.C. Contractor shall ensure adequate conduit sizes and provide ground conductors as required. PVC conduit shall have steel ells at all bends. 3B CONDUIT: 1. GRC or IMC shall be used for all wiring installed in concrete construction, in damp locations and where subject to mechanical injury, with threaded fittings made up tight. 2 . EMT may be employed in all other dry protected locat'ons , but limited to 2" maximum trade size. 3. Aluminum rigid conduit may be used wherever EMT is acceptable, with no restriction on size. 4. Flexible metal conduit is required where flexibility is necessary as at motors, transformers and recessed fixtures, etc. Flex shall be jacketed type, except where concealed in dry locations and spaces such as ceiling cavities. ! 5. Non-metallic conduit may be used undereround or as shown. All connections to be made with solvent cement. 6. Conduits shall be assembled continuous and secured to boxes, panels, etc. , with appropriate fittings to maintain electric continuity. All conduit joints shall be cut square, reamed smooth with all fittings drawn up tight. 3C RACEWAYS: 1 . Surface metal raceway with snap-in cover may be used in finished spaces only as specified', or shown on Drawings. 2. Surface metal wirevays may be installed at locations to serve motor starters or other control IevicRe whete required by a multitude of wir.iti•g interconnections or physical layout. Provide barriers between :ow voltage wi-ing and line voltage power wiring. 3. Install grounding conductor frim power panel to wireway. Ground wireway. 1 M6TZGU 16-11 SECTION 16120: CONDUCTORS AND CONNECTORS IA D ECCRIPTION: 1 . Install conductors and connectors. 2. Deliver conductors to the Jub site in cartons, protective covers or on reels. 3. Conductor sizes shown are for copper. 2A CONDUCTORS - 60OV: 1. Copper, solid soft drawn. 2. Insulation types, THW, THHN, THWN or noted. 3. No. 8 and larger shall be stranded. 4. No. 10 and smaller shall ',e solid or stranded type THHN insulation for 900C in dry locations or type THWN insulation for 750C for wet locations. 5. No. 8 through 4/0 shall be type THW insulation for 750C use. 6. No. 250 MCM and larger shall be type THWN insulation. 7. Through wiring in fluorescent fixtures shall be rated for 900C minimum. 8. Acceptable Manufacturers : G.E. , Hatfield, Anaconda. 2B CONNECTORS - 60OV: 1 . Branch Circu _t Conductor Splices: Scotch-Lok, Ideal Wire Nut, 3M self stripping Series 560. 2. Cable Splices : Split-bolt or tool applied sleeves, Kearney, Burndy or equivalent. 2C CONDUCTORS: ! . Pulling compounds may be used with the residue, cleaned from the conductors and raceway entrances after the pull is made. 2. Pulleys or blocks shall be used for alignment of the conductors when pulling. Pulling shall be in accordance with manufacturer's specifications regarding pulling tensions, bending radii of the cable and compounds. Conductors shall be terminated as required. 2D CONNECTORSi 1 . All screw and bolt type connectors shall be made up tight and retightened after an eight hour period. 2. All tool applied compression connectors shall be applied per manufacturer ' s recommendations and physically checked for tightness. MRTZGU 16-12 SECTION 16150: WIRING DEVICES AND PLATES IA DE3CRIPTION: Install wiring devices and plates. 2A MATERIALS: I. Wiring devices shall be specification grade, with special devices as shown. should the Drawings indicate a device other than those listed herein without reference to catalog number, such device shall be of same grade and manufacturer as specified below. 2. Comparable grade devices to those listed manufactured by Bryant, Hubbell, Arrow-Hart, Pass b Seymour are accepted, but all lighting switches and duple receptacles installed shall be by the same manufacturer and have identical physical appearance characteristics. 2B SWITCHES: Wall aw:.tches, 20 ampere, 120 volt, quiet type, Hubbell J.221 series, gray exposed finish. 2C RECEPTACLES: 1. Duplex 20 ampere, 3 wire, 2-pole grounding, 5252 series, gray exposed finish. 2. Weatherproof , Sierra No. 1400 grounding type with No. WPD-9 weather-proof cover mounted horizontally with covers down. 3. Special purpose outlets as shuwn. 4. GFI feed through receptacles; Bryant, Leviton or equivalent. 2D PLATES: 1 . Flush finish plates, stainless steel , .40" thick, brush fin,'sh: Bryant, Hubbell, Arrow-Hart, Sierra, Pass 6 Seymour , Geaaral Electric, or approved equal. 2. Surface covers, galvanized or cadmium plated steel , 1/2" raised industrial type with openings appropriate fot device installed. 2E MULTI-OUTLET SYSTEM: Surface mounted system with receptacles spaced at 1 '0" unless 6" spacing is shown on Drawings. Provide all necessary mounting hardware for a complete installation. Feed from nearest existing outlet using Wiremold type 500 raceway. Wiremold 20GB512 or equivalent for 5 ft. sections and similar Wiremold or equivalent for other lengths. 3A INSTALLATION: 1. Deviceb and finish plates to be installed plumb with building lines. 2. Finish plates and devices not to be installed until final painting is complete. Scratched or splattered finish plates aad devices will not be accepted. 3. Wall mounted receptacles shall be installed vt*tical 12" above floor, or as shown. KATZG t 16-13 4. Receptacles shall be checked for line to neutral, line to ground and --eutral to ground. S. Insall GFI Lcceptacles in toilets when outlets are shown in these areas. 1 !!xTZGU t SECTION 16170: MOTOR STARTERS, DISCONNECTS AND OVERCURRENT DF,VICES IA DESCRIPTION: 1. Work Included: a. Provide manual motor starters of the proper characteristics. b. Provide switches of proper characteristics as disconnecting means. C. Provide overcl!rrent protective devices of the proper characteristics. JB SUBMITTALS: Shop Drawings and Product Data. 2A MANUAL MOTOR STARTERS: 1 . All motor starters shall be manufactured by Allen Bradley, General Electric, Square "D" Company, Westinghouse or equivalent. 2. Manual starters, quick-make, quick-break, with thermal overload protection and suitable enclosures. 2B DISCONNECTS : 1. Safety and disconnect switches shall be NEMA type HD ( heavy duty) , service rated quick-make, quick-break, dual rated with electrical characteristics as required by the system voltage and the load served. Switches shall be equipped with a defeatable cover interlock. 2. Enclosures shall be NEMA 1 for indoor use, unless specifically noted otherwise and NEMA 3R where installed exposed to the weather or designated by the subscript "W.P.". 3. Disconnects shall be fusible or non-fusible as designated on Drawings. Equip all fusible disconnects with dual element fuses required by the equipment served. Coordinate fuse sizes at the time equipment is connected. Should fu.e sizes require changinij from what is shown due to variance between the original design 1 information and actual equipment installed, fuses shall be sized in accordance with Bussmann Fusetron 400C. ,recommendations. In r.o case shall fuses be sized smaller tnan the starter heaters on motor circuits. I 2C OVERCURRENT DEVICES: I 1. ruses : a. Manufacturer: Bussmann Company, Gould-Shawmut Company. b. Fuses : Non-renewable type with dual elements; current r limiting. Type RKI. 4 C. Combination lixhtinQ and appliance circuit loads : Bussmann Company Type RKI . d. Motor Loads : Bussmann Company "Fusetron". ? . Circuit Breakers_ a. Brr.nch circuit protective devices shall be molded case, thermal magnetic type. Breakers shall have short circuit MRlZGU 16-15 W R W capacity rating to withstand the maximum short circuit duty which can be expected at the breaker location is the electrical system. b. Minimum short -circuit rating- for -any circuit-bTeaker: 10,000 amps. 2D DISCONNECT SWITCHES: Provide all Code required disconnect switches under this work, whether specifi:ally shown or not. 2E OVERCURRENT DEVICES: Coordinate fuse and circuit breaker combinations for selective tripping. Install fures for motor protection to best protect the motor without nuisance tripping. Provide ambient compensated overcurrent device for such equipment located in high or low temperature areas. KBTZGn 16-16 j Ir i WMANUM-AM�MRMIKEMR&M 1 SECTION 16450: GROUNDING IA DESCRIPTION: Provide ground system as specified here and shown on Drawings. 2A GROUNDING BUSHINGS/WEDGES: Install grounding bushing with set screw connector on all feeders. r 2B CONNECTORS: Cast, set screw or bolted type. 1 2C GROUND PODS: Copper clad steel, 3/4" diameter, B ft. long. Weaver. 2D CONNECTIONS: Ground rod to gro.ind conductor connections, exothermic weld process. Cadweld. 3A INSTALLATION: 1. Grounding conductor connectors shall be made up tight and located for future servicing and to insure low impedance. 2. The Grounding System shall comply with Article 250 of the N.E.C. 3. All feeder and service raceways shall be grwinded. 4. All plug-in receptacles shall be bonded to ti boxes and raceways with a green conductor. 1 t I I ME?LGU 16-17 SECTION 16470: PANELBOARDS lA DESCRIPTION: Furnish and install the materials for the panelboards. 1B SUBMITTALS: Shop P.rawings and Product Data. 2A BRANCH PANELgOARDS: 1. Branch circuit panels shall be bolt-in thermal magnotic circuit breaker type, quick-make, quick-break, with copper bus. Panels shall be fitted with flush lift latches and lacks. Deliver all panel keys to the Owner at completion of the project. Branch circuit breakers shall be identified with individual circuit numbers adjacent to each breaker with a typewritten card to identify the load controlled by that breaker. 3. Equipment to be Square D NQOB, G. E. , ITE, Westinghouse, Cutler- Hammer, FPE. 3A INSTALLATION: Install branch panelboards as shown parallel and square with the building lines. Refer to Panel Schedules for special circuit breaker requirements. 1 KATZGU 16-1 e i a - - I 1"q I SECTION 16500: LIGHTING FIXTURES AND LAMPS IA DESCRIPTION: 1. Wyk included: a. Frovide all lighting outlets shown with a fixture of the type cesignated and appropriate for the location. Outlet symbols shown without a type designation shall have a fixture the same as those used in similar or like locations. b. Where a fixture type designations has been omitted and cannot be determinki, request a clarification from the Architect and provide a nuitable fixture type as directed. C. Provide lamps for 411 new fixtures. d. Coordinate tListallation of fixtures with the ceiling installation and all other trades to provide a total system that is neat and of orderly appearance. Verify ceiling installation prior to ordering fixtures to assure proper fixture mounting. 1B SUBMITTALS: Shop DLat:ings and Product Data. 1A MATERIALS: 1 . Recessed and semi-recessed fixture shall have trims which fit neatly and tightly tc the surfaces in which they are installed witljut leaks or gaps . Where necessary, install. he; -esistant non-rubber gaskets to Hrevent light leaks or mois •e from entering between fixture triw and the surface to which ey are mounted. 2. Fixtures installed under canopies, roofs or open porches and similar damp or wet locations shall be UL approved and labeled as suitable for damp or wet locations. 3. Steel support channel , paint white, Unistrut, Super Strut or equivalent. 4. Provide thermal protected fixtures where required by N. E.C. 2B FLUORESCENT FIXTURES: 1 . Ballasts shall be high power factor, rapid start premium type or special types as required by the fixtures and lamps specified. C.B.M. and UL labeled class "P", Advance Kool Koil Mark III. Ballasts shall have primaries rated for 120 volt or as shown. 2. Sockets for medium bi-pin lamps shall be snap-in type equal to Leviton No. 13150-5. 3. Diffusers 12" x 48" and larger shall be Prismatic Polycarbonate, 0.187" minimum thickness, ( type F Lnd F1) and/or prismatic pattern 12 unless otherwise specified in the Fixture Schedule by a catalog number or remarks. 4. Finish shall be baked enamel , unless otherwise specified with a minimum average reflectance of 85% on all exposed and light reflecting surfaces. Steel components shall be prepared for finishing with a 5 step zinc phosphating process. RATIO! 16-19 5. Parabolic baffled door assemblies shall be specular anodized aluminum. 6. Lamps shall be cool white, rapid start for general use and long- life PL-type as required by the fixture specified, General Electric, ur Sylvania. 2C HIGH INTENSITY DISCHARGE FIXTURES: 1. Ballasts shall be high power factor , constant wattage auto- transformer type �- 2. Lamps shall be clear, high pressure sodium, General Electric, Sylvania, or Venture. '3 3A INSTALLATION: 1. Fixtures shall be left clean at the time of acceptance of tF iork with every lamp in operation. if fixtures are deemed dirty bj the Architect at completion of the project, the Contractor shall clean them at no additional cost to the Owner. 2 . Fixtures shall be carefully aligned, leveled in straight lines, and located as shown on the Architectural Reflected Ceiling Plan. The final decision as to adequacy of support and alignment, shall be given by the Architect. The fixtures shall be supported by separate means from the building structure and not from a the ceiling system, ductwork piping or other systems. 3. Exterior fixtures shall be aimed or installed to provide the lighting pattern for which the fixture is designed and as directed by Owner. 3B BALLAST REPLACEMENT: 1. All ballasts in existing fluorescent light fixtures in the buildings shall be removed and discarded. 2. Light fixtures shall be cleaned and dusted before installing new ballasts. 3. Install and reconnect new Advance Kool Koil Mark III ballasts in light fixtures. I 4. Existing ballasts are assumed to contain PCB's unless specifically marked otherwise. 3C BALLAST DISPOSAL: 1 . All ballasts in existing fixtures that are replaced or removed with the fixtures shall be disposed of in accordance with U. S. Environmental Protection Agency and State of Oregon Department of Quality requirements for PCB ballasts. NSTZGU 16-20 INUM SECTION 095il SUSPENDED ACOUSTICAL CEILINGS PART 1 GENERAL 1 .01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 WORK INCLUDED A. Suspended metal grid ceiling system. B. Acoustical tile. C. Fire rated and non-fire rated assembly. 1 .03 PELATED WORK A. Section 15500 - Grilles, Registers & Diffusers: Air diffusion devices in ceiling system. B. Section 16500: Interior Lighting Fixtures: Light fixtures in ceiling system. 1 .04 REFERENCES A. ASTM C635 - Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings B. ASTM C636 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels. 1 .05 QUALITY_ASSURANCE A. Manufacturer: Company specializing in manufacture of ceiling suspension system and ceiling tile with three years minimum experience. B. Installer: Company with three years minimum experience and approved by manufacturer. 1 .06 REGULATORY_.REQUIREMENTS A. Conform to applicable code for fire rased assembly. 1 .07 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data on metal grid system components and acoustic units. C. Submit samples under provisions of Section 01300. 09511-1 SECTION 09511 SUSPENDED ACCUSTICAL CEILINGS D. Submit one sample 12x12 inch in size, illustrating material and finish of acoustic units. E. Submit one sample each, 24 inches long, of suspension systern main runner, cross runner and edge trim. F. Submit manufacturer's installation instructions under provisions of Section OI300. 1 .08 ENVIRONMENTAL_REQUIREMENTS A. Maintain uniform temperature of minimum 60 degrees F, and humidity of 20 to 40 percent prior to, during, and after installation. 1 .09 SEQUENCINGZSCHEOULING A. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved. B. Schedule installation of acoustic units after interior wet work is dry. 1 . 10 EXTRA STOCK A. Provide extra quantity of acoustic units equal to 5% of total installed for each type of job. PART 2 PROuUC'rS 2.01 ACCEPTABLE _MANUFACTl1RERS __SUSPENSION_SYSTEM A. Donn Products Inc. B. Chicago Metallic Corp. C. Substitutions: Under provisions of -ection 01600. 2.02 SUSPENSION SYSTEM MATERIALS A. Grid: ASTM C635, intermediate non-fire rated and fire rater to 1 hoar assembly exposed T; components die cut and interlocking. B. Accessories: Stabilizer bars, clips, splices, edge moldings required for suspended grid system. C. Grid Materials: Commercial duality cold rolled steel with galvanized coating. D. Grid Finish: White color. 09511 -2 SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS E. Support Channels and Hangers: Galvanized steel ; size and type to suit application, to rigidly secure acoustic ceiling system including integral mechanical and electrical components with maximum deflection of 1/360. Conform to applicable code requirements for lateral bracing of grid and light fixtures. 2.03 ACCEPTABLE MANUFACTURERS___ACOUSTIC UNITS A. Celotex: Hytone ND Fissuretone. B. Substitutions: Under provisions of Section 01600. 2.04 ACOUSTIC_UNIT_MATERIALS A. Acoustic Panels (Scheduled as ACT-1 ) Non-rated: Conforming to the following: 1 . Size: 24 x 48 inches. 2. Thickness: 5/8 inch. 3. Composition: Mineral fiber. 4. Density: .62 lb/sq ft. 5. Light Reflectance: Over 75 percent. 6. NRC Range: .55 to .65. 7. STC Range: 35 to 39. 8. Fire Hazard Classification: 0-2.5 (ASTM E84) 9. Edge: Square. 10. Surface Color: White. 11 . Surface Finish: Fissured. 12, Pattern: Celotex Hytone NO Fissuretone Lay in Panel , No. NDF- 197. B. Acoustic panels (Scheduled as ACT-2) 1 Hour Rated. 1 . Size: 24 x 48 inches. 2. Thickness: 5/8 inch. 3. Composition: Mineral fiber. 4. Density: .62 lb/sq ft. 5. Light Reflectance: Over 75 percent. 6. NRC Range: .55 to .65. 7. STC Range: 35 to 39. B. Fire Hazard Classification: 0-25 (ASTM E84) 9. Edge: Square. 10. Surface Color: White. 11 . Surface Finish: Fissured. 12. Pattern: Celotex Hytone ND Fissuretone Lay in Panel , No. PNF-197 . 2.05 ACCESSORIES A. Gypsum Board: OL fire rated type; 5/8 inch thick, ends and edges square, paper faced. 09511-3 t W W # M SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS PART_3EXECUTION 3.01 INSPECTION A. Verify that existing conditions are ready to receive work. B. Verify that layout of hangers will not interfere with other work. C. Beginning of instal'ation means acceptance of existing conditions. 3.02 INSTALLATION A. Install system in accordance with ASTM 0636 and as supplemented in this Section. B. Install system capable of supporting imposed loads to a deflection of 1/360 maximum. D. Install after major above ceiling work is complete. Coordinate the location of hangers with other work. . E. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying hannels to span the extra distance. G. Locate system on room axis according to reflected plan. H. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. Support fixture loads by supplementary hangers located where required. I . Do not eccentrically ,-.)ad system, or produce rotation of runne s J. Install edge molding at intersection of ceiling aril vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. K. Laterally brace entire suspension system. L . Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function. M. lnstall acouat nits level , in uniform plane, and free from twist, warp and dents. 09511-A SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS N. Install acoustic light fixture boxes r�unstructed of gypsum board above light fixtures in accordance with UL assembly requirements at areas scheduled to receive ACT-2. 0. Install 1-hr. rated assemblies at all areas scheduled to receive ACT-2; non-rated assemblies at all areas scheduled to receive ACT-1 . 3.03 TOLERANCES A. Variation from Flat and Level Surface: 1/8 inch in 10 ft. END OF SECTION 09511-5 SECTION 12692 FLOOR MATS PART_1GENERAL 1 .01 GENERAL_REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and other Division 1 - General Requirements sections, apply to the work specified in this Section. 1 .02 SECTION_INCLUDES A. Foot mats. 1 .03 RELATED SECTIONS A. Section 09680 - Carpet. B. Section 09650 - Resilient Flooring. 1 .04 SUBMITTALS A. Submit shop drawings under provisions of Section 01300. B. Submit shop drawings indicating dimensions and installation details. C. Submit product data under provisions of Section 01300. D. Submit product data indicating mat characteristics, component dimensions recessed frame and details. E. Submit samples under provisions of Section 01300. F. Submit two samples 2 x 2 inches in size illustrating pattern, color, finish, and edging. 1 .05 OPERATION AND MAINTENANCE DATA A. Submit maintenance data under provisions of Section 01700. B. Include cleaning instructions, and stain removal procedures. PART_2 _ PRODUCTS 2.01 MATERIALS A. Coral Plus Clean-off Zone, manufactured by Tufton B.V. , Krommenie, Holland. R. Substitutions: Conform tc Section 10600. 12692-1 SECTION 12692 FLOOR MATS PART_3 EXECUTION 3.01 EXAMINATION A. Verify that floor surfaces are ready to receive work. B. Verify field measurements are as shown on .shop drawings. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Remove subfloor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. B. Apply, trowel , aand float filler to leave smooth, flat, hard surface. C. Prohibit traffic until filler is cured. D. Vacuum floor surface. 3.03 INSTALLATION - GLUE DOWN METHOD A. Apply walk off mat and adhesive in accordance with manufacturers' instructions. B. Verify walk off mat match before cutting to ensure minimal variation between dye lots. C. Double cut carpet, to allow Mianded seam and pattern match. Make cuts straight, true, and unfrayea. D. Locate seams in area of least traffic. E. Fit seams straight, not crowded or peaked, free of gaps. F. Lay walk off mat on floors with run of pile in same direction as I anticipated traffic. G. Du not change run of pile in any room where carpet is continuous through a wall opening into another• rrom. Locate change of color or pattern between rooms under door- centerline. H. Cut and fit carpet around interruptions. I . Fit carpet tight to intersection with vertical surfaces without gaps. END OF SECTION 12692- 2 sirr.r.r�