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16295 SW 85TH AVENUE-2 lGluS SfrJ 85th Ave . U r w� v . r.. r� y �J ILTENB! Aiitl W Permit No. SP 89-64 CITY OF TIGAHU -SP-1 -_--+"---- SIGN PERMIT• APPLICATION The applicant herebv applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 16295 SW 85th Ave. ZONING: NAME OF BUSINESS: Tualatin Valley Community .Access --- W" M.T.- 629-8534 APPLICANT/AGENT: Mitch Tlustos COMPANY: Edwards Si ny s & Graphics PHONE: ES&G- 226-3139 The Citv of Tigard imposes an annual. Business Tax which must be kept current on all persons doing business in ;-'}e City. Do you presently have a current Business Tax? Yes ( ) No ( ) U.L. Label # _ esers aec�-aec==r-asara _er ar aearzztsasrac----are-ac—---------------------- --=------.a=ae�as._osxa PROPOSED SIGN: (Check as many as apply) PER.MPNENT ( X ) FREESTANDING ( X ) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: 4' x 8' -` _ EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.): 32 sq. ft. WALL AREA (Sq. Ft.): n a WALI. FACE: 5' HEIGHT (ft)-. PROJECTION FROM WALL: ILLUMINATION: YES ( NO TYPE: _ COPY: Tualatin Valley Community Ac,esa — MATERIALS: Redwood -- EXISTING SIGNS: n a __._---- ---- ADMiNTSTRATTVE EXCEPTIONS N/A Q(IC) APPROVED ( HOW MUCH_i% ARF-A ( J HEIGHT ( J COMMENTS: _ ==— --------------ana--sz- PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: $25.00 Y and plot plan. If work authorized under a sign permit Receipt No: 103803 has not been completed within ninety days after the Approved By: VG issuance of the permit, the permit shall become null Date: 5-11 -89 and void. FLFCTRICAL PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF THE PRO 1'i;RT'Y REQUIRFD: YES ( ) NO ( X ) OR AN AGENT AUTHORIZED BY THE OWNER. RUILDING PERMIT -_.-- REQUIRED: YES ( X ) NO ( ' Applicant's Signature Address Tphone Permit No. SP 89-64----- CITY 9-64 ____CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and speci.fi.catiors. SIGN L(CATION ADDRESS: 16295 S'w 85th Ave. ZONING: NAME OF BUSINESS: Tualatin valley Community Access M.T.– 629-8534 APPLICANT/AGENT- Mitch Tlustos — COMPANY: Diwards_Siqns & Graphics PHONE: ES&G– 226-3139 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business it, the City. Do you presently have a currant Business Tax? Yes ( ) No ( ) U.L. Label 1! s�z-smar_-aza=z.caaaerra.-zcaz-��s=.--._aa�z=a. zzczzsza—a-s¢csxzsaveaz=-___azar_-==-_.vcazeza--�za-aas PROPOSED SIGN: (Check as many as apply) PERMANENT ( X ) FREESTANDING ( X ) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: 4' x 8' _ EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.): 32 sq. ft. WALLAREA -;Sq. Ft.): n a WALL FACE: 4 5' HEIGHT (ft): n/a _-- PROJECTION FROM WALT.: ILLUMINATION: YES ( T NO XX TYPE: COPY: Tualatin Valley Community Access — MATERIALS: Redwood EXISTING SIGNS: n a -- ADMINISTRATIVE. EXCEPTION: N/A NXI APPROVED ( j HOW MUCH <; ARI.A ( j HFl(.H'r ( j COMMENTS: -- ---- -- ---- lamezaza=�s=-znaza._asz=-aaaaz za sz zza ss zzzasazs.=zzCzzcsaaaaetst=smzzz a�=zzzassaa Czzs uazx=z PLANNING DEPARTMENT All Rtgn permits must be accompanied by a scale drawing Permit Fee: $25.00 and plot plan. If work authorized under a sign permit Recetpt No: 103803 _ has not been completed within ninety days after the Approved By: VG issuance of the permit, the permit shall become null Date: 5-11-89 and void. FLECTRICAL PERMIT I CELTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES ( ) NO ( X ) OR AN AGENT AUTHORIZED BY THE OWNER. BUILDING PERMIT ----- REQUIRED: YES ( X ) NO ( Appl' scent's Signature 'Address Telep one CIT'Y' OF TIGARD RECEIPT OF PAYMENT R'EC NO WICY'1`807. CHECK Pir,'.rjLJNI' m .`3. 00 NAME: MITC:H I'LL1570S CWrl AMOUNT 00 .9 ADURFSS. 14670 PIW CORtlJELL 11W) PAYMENT VATE ti- 011 99 No. 14e BLOCK' NO/ADDP- PUPTLANO, OR Q7229 sr.'' L-19-1614 PURPOSE OF AY MEN T AMOUNT PAID OF r-Ai'ME AT APICIUNT PAID SIF 311 PERMIT FEES) 25 00 TI'3To-)I- OMOUNT Fti I D Liu ILIEl Y!g�<•r '"4• j , ' •+ r°t"r,,.. �G"e�4 "14 '1i.��r ",r` J�d _M ' I ' • / 1 �DON r V \ 1\ 00 ko o o ., 4J L4O to V R, V ' }f• ~ w rl 0 rte • rZl O O to Z o rn u}i N u C j a' N 1 w � o M ,? v b pLn a4 ON rj cc a coCd d C.� t� d CP- f I ani OR ��""'��`.:�1;1� .4,`r'"'! tlFS•'�!. � e�C�°eF� ��.''C�!•'rvl�s:,ei --..��'' 1 .L�a,�ty,.,y Viz':, \l ' INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection _,1—lrCc- 17 Date Requested time A.M. P.M. Address __ ' �i s �� Permit Owner _ Lot # Builder The following Building Code deficiencies are required to be corrected: IIIA- C'6mrnL1nlC�Xc? , _ l l � Nw tcr,t X 020 cc 231 � ��-c- a, ?oo N r vl r ri Z t( Presented to — �Approved Inspector _ _.. _ — Diss l *2pproved Date c.'ALL FOR REINSPECTION 0 YES ❑ NO icy ' TUALATIN VALLEY EIRE AND RE33CUE FIRE MARSHALS OFFICE 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97076 • (503)576-2239 April 10, 1989 Luey Architects 11945 S.W. Pacific Hwy. Suite 301 - Tigard Plaza Tigard, Oregon 97223 RE: South Center Studio Remodel Metropolitan Area Communications Commission. 16295 S.W. 85th Avenue Tigard, Oregon Gentlemen: 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 (UBC) , Uniform Mechanical Code (UMC) , and the Unifo-~m Fire Code (UFC) , as amended by Washington County Fire District No. 1's Ordinance 86-1. My apologies as to the delay in getting this letter out, however, plans were stamped and conditionally approved at the City of Tigard shortly after receipt. 1. Firestopping: In all wood framed walls and partitions, f.irestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Peneti:ntions in this prescribed Firestopping to accommodate wiring, plumbing, and other similar utility runs must. be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 2. Exit Door Hardware: All doors shown an the drawings must be openable frort, the inside for immediate exit at all times without the use of a key, special knowledge, or effort. UBC Sec. 3304 3. Exterior Exit Door: Hardware for the exterior doors and key operated deadlocks may be permitted where there is a sign posted o1 or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters toot less than one-inch in height i a contrasting background. UBC Sec. 3304 s � Luey Architects April 10, 1989 Page 2 4. Approved Plans on Job Site: One set of approved plans bearing the stamps )f the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 5. Inspections Required: Inspection and approval of construction by a representative o:` this office is required: (a) prior to the cover of any new framing elements following the installation of all. utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. UBC Sec. 305 6. Certificate of Occupancy Required: Prior to the uze and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the City of Tigard Building Department. UBC Sec. 307 SPECIAL NOTICE: DEVIATIONS FROM THE SUBMIPTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON CCUNTY BUILDING DEPARTMENT AND THIS OFFICE. APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMIbSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT, If I can be of any fu,-ther asai.stance to you, please feel free to contact me at 526-2502. Sincerely, --tZ � A, Gene Birchill Deputy Fire Marshal GB-.kw cc: Tigard Building Departr.ient i" CITY OF Ti6A RD CM76 CITY01F)WARD i::'1--I:4MT T NO I-itJ89044.-26 COMMUNITY DEVELOPMENT DEPARTMENT ORIGO" 13125 S.W.Hall Blvd..P.O.Box 23397.Tigard.Oregon 97223.(503)639-4175 7,1) I)AILi: IY (JI:IJ: 3/10/(39 1 (4 J.629,5 SW W'511+1 AVI.i. I Ax MAP I AND VALLIATION 96 '391508 SETBACV5 F-PUNI : PEAP WOPK t:A..055 : IM- TEPATAMN DWE.L.L. .UNITS LEFT : RIGHT : USIH: TYPE : COMMEP(;TAL NO. HLA)POOMS F:X*T* -WALI (:ONST : MMS Y* I'YPF : VN NO . DiATHS : N: G : E. : W 011'."(3.M.L OAD 30 N S W 'TUT AL. 014EKA : E2 0 5() NO 15'TOA.11:E G 1.S E?05 0 POOF* (:.ONS,r: PEJ-7 Y E G I.-IFY (.2 N 1'.) APEA SE:PAW? NO NP 1;30Sl;:'MI;:'NT7 NO 011-J",lip. 5El::'e;P7 NO 1:411411 F 0: Ml::*Z/AN:I:NF;*'? NO 1 0 A 1) 1.P 5 CAPAGIT. . F1 P F. S P 14 K L P7 N0 Al. A111`17 NO FLAW(!.73-,Ilvl) 0E::1 l ( IV NO +114'4�! - Molls I-1AN UA-11H.Gl< HVOC' 134Mt0ra (31-- Nit L.MiT 0 W I I'M]I N Z!3 H Op E 10 R 171»:1 I' TAX Ill 1 :1. 90 0 (:)I!'Ml::'.Nl* GHAPGF.;:5 N CA -ASEP (S 1,01:4M T M . 5l:;'AI"4N!:i GOW01:4111'.. I TON S E)CI 11 li T rM.-EI R A '30.40 Nli:' I,I 0(';l<0MA% VIDC I!* I C 01:4 9 T P P 1,.*:P 01:1.U < 112.19.90> 0 1:1-10NE' (!403) R , ,F.I-P. TS) 1:46*11 TON NI) S t. I 0-f F11... : I? This permit is issued subject to the regulations contained in Title 14 1: 1 1 114*1 IF NO . 2 7 of the TMC, State of Oregon Specialty Codes, zoning regulations and all other applicable code:) and ordinances. and It Is hereby INSPLA., 1 11.4411 agreed that the work will be done in accordance with the plans and F-WAM 3*1 NG specifications and in compliance with all applicable Codes and ordinances The Issuance of this permit does(lot waive restrictive N!:;I It AT I(IN covenants Contractor and subcontractors shall have current city C r'P BOAPM bus;ncss tax permits This permit will expire and become null and ING void if work Is not started within 180 days,or it work Is suspended or I-T NAL. 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 Pe Issued BY SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE uu,uu UWUU CITY OF TIFA RDF�I...l.lilEtPERM17' COMMUNITY DEVELOPMENT DEPARTMENT RD PE11MIA' NO . PI—P-904127 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard,Oregnn 97223,(503)639-4175 7") DDT'L••: ISSUEM: 3) 9 H9 ADDP'E'!5S : 16295 15 W W5TIA AVE f AX MAV,/L UT S U 0 F31< : I AND USE. : STZE : T TI M NO: NO WOPIK CA.-ASS WAIIA Cl-OSE'T' USE* VYPI.: ..: : C'.0mm1'FACTAl UNINAI... B110:1-Ow PPVN*rP CONGI T'YPE : VN I A00PA'TODY *1 VIAP P.11.41MEP OCCIA:." . CAW. 1421 11JI3 SHOWER GI:4EASE FRAV'S DX SHWAij 11E.:V! POSAL 54ORTE, WA51-ITM; MOC'11+1.14E DIAII'A (ANIT'S . I.AUNI)PY 'UPAY 11PIL-131G . I)PATN ( I)1A F1.00P UNA'.1'.14 iiil:NK SIii:WEAI (F11 WAI'ER I-AEAl'UP 5'TORM PA 3:N 011AE"P 0 W PEAKUT *15 . 00 I E I AX 4 . 75 0 N T R ME ACH o--N.1 CAI- A C 1-6 "If.illh OP 97011:10 T 0 i lk.11`41' 5 3 F,F.3 P el I!1 13 R I [:'(" I 'i I'l-4i"i'lJON NO Nci 1-we!i 6 This permit Is issued subject to the regulations contained In Title 14 V1l::'(';r-J V"1 NO 94:�Pc of the TMC. State of Oregon Specialty Codes,zoning regulations ..........................-- »..»...._...............,........ and all other applicable codes and ordinances. And It Is hereby .1.N iPE.' ON 1:1 agreed that the work will be done In accordance with the plans andL.P specifications and In compliance with all applicable codes and 1. . UNDEWS11 AR ordinances The issuance of this permit does not valve restrictive ROUGH covenants Contractor and subcontractors shall have current city 11.11FI(AFT business tax permi's This permit will expire and become will and F 1 NAL.. void if work Is not started within 180 days,of If work Is suspended or abandoned for a period of 180 days any time after work has commenced It shrill be the responsibility of the permittee to assure all required inspections are requested and proved C-t'-,I Signa Issued By F'OP TN!-)PF:(.,'I I i:,N e.j,'59-tij., SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE W W WWXNLWLV CIT F T10 OREGON March 6, 1989 Luey Architects Suite 301 11345 SW Pacific t'ighway Tigard OR 97223 P'roje^t: South Certez Studio, BP 690,426 16295 SW 85th Ave. Dear Mr. Luey Plans for this project have been reviewed for conformity with applicable codes, and are approved. You may get the building permit for the project at your convenience. Separate permits are required for the plumbing and mechanical work. If you have any questions, or if we may be of assistance, please contact us at any time. Sincerely, Jiro JagV� Plans Examiner 13125 SW Hatl Blvd.,P.O.Box 2339 ,Tigard,Oregon 97223 (503)639-4171 — ---- CITY OF T167ARJD � PLAN CHECK APPLICATION cmroF7xA� PLAN CHECK b COMMUNITY DEVELOPMENT DEPA�?ITMENT PERMIT H b'ydg2�7 13125 S.W.HA 81% .P.O.Box 23397,Tigard,Omgw 972x1.(503)639-4175 DATE ISSUED JOB ADDRESS: -7,1C i /��r� _ I AX MAP/LOT SUB: _ !�f: LAND USE: _ VALUATION: OWNER SPECIAL NOTED NAME: A�ETi!l. LrTNtiJ /Lc'7J ldMfrttir tia7ron( C v�isrriP�cn� REISSUE OF: _ ADDRESS: f//S�/V�✓ T/! ��«. A,Z: a Z ed LAST REISSUE! ,K,d;A �i�>�i r ✓�L �� 7wL� �Y 4 FLOOD PLAIN/ SENSIPIVE LAND: PHONE: &2 APPROVALS RE UIRED CONTRACTOR PLANNING: — (� NAME: ENGINEERING: /�'� �1 TG/l�Z.t�'S C�Gic/f T/L y C�"r o:�.l �C� - ADDRESS: d 3 D /� �L�►ck/d�+A ( FIRE DEPT> PHONE, 5 - S 7e, Z. ITEMS REQUIRED LIST/SUBCONTRACTORS: &RCH/ENGINEER BUS TAX: _ /NAME: LC Y ' ;"Y- C __ CALCULATIONS: / ADDRESS• _ r " to 1-RUSS DETAILS: _...— tr� —f ' iL1) 4,4 2 A PARKING PLAN: LANDSCAPE PLAN: PHONL . _ G) La, OTHER: COMMENTS: - -- PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNI PD. BAL. DUE _ 10•-432 00 Building Permit Fees 238,0 10-431 00 Plumbing Permit Fees 10-431. 01 Mechanical Permit Fees 10-230 01 State Building Tax (5X) Building Plumbing Mech 10-433 UO Plans Check Fee 70 flu i Id i ng Plumbing Mech 30--202 00 Sewer Connection 30-444 00 Sewer Inspection 51-448 00 Street S%P:,tem Dev Charge. (SDC) 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSUC) 10-230 09 TRFD ++�� ' 2V ~.-•-_ 10-230 06 Washington County Fire 01 (9b%) 10-220 00 Amart/Wedgewood 10TA1 _ 1.f�t�_ - �� / REC N /IG nr r1i [CAIWT I AtU E ) C C t/ Received: j kece i (7 ve By: _ ►C� Dane. Received: _.._._. ' ( � -L_... _ _ PROJECT MANUAL FOR SOUTH CENTER/STUDIO REMODEL, 16295 SW 85TH AVENt1E TIGARD, OREGON METROPOLITAN .'AREA COMMUNICATIONS COMMISSION 1815 NW 169TH PLACE, SUITE 6020 BE AV ERTON, OREGON 97006-4849 (503) 629-8534 LUEY ARCHITECTS Architecture and Planning 301 Tigard Plata 9 11945 S.W. Pa,,i,ic Hwy. • Tigard, OR 97223 . (503) [i84-3622 J 8901 ADDENDUM NO. 1 February 9, 1989 Page 1 of 3 SOUTH CENTER/STUD10 REPAGDEL L UE i' Amt iii i E�S Metropolitan Area Communications Commisscn 11945 SW Pacific Hwy, Suite :301 1815 NW 169th Place, Suite 6020 Tigard, OR 97223 Beaverton, OR 97006-4849 (503) 684-3622 The following additions to,deletions from and clarifications of the Contract documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they refer. Where any part of the Contract Documents is changed or voided by the following addendum items, the unaltered provisions shall remain in effect. This addendum forms a part of the Contract.Documents. Acknowledge receipt of i! in the sp.acc pmvided in the Bid Form. PROJECT MANUAL Item No. 1: DIVISION D, ABBREIVATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR AND GENERAL CONDITIONS, AIA Document A 107 Page 6, at paragraph 9.5, add "The Owner will pay the City of Tigard Pla is Review Fee." Item No. 2: SECTION 15400, PLUMiNt_ Page 15400-1: At B 2, add"Plumbing vent may be ABS plastic pipe and fittings to match existing where allowed by Code." DRAWINGS Item No 3: SHEET 1, ROOM FINISH SCHEDULE CLARIFICATION A. EQUIPMENT CHECKOUT 101: North, cast and west walls are existing pre- finished plywood. New gypsum hoard with enamel at south wall only. B. ALCOVE 104: Delete circle at wall factory finish column. New gypsum hoard with enamel all walls. C. HALL 105: All walls are existing vinyl clad gypsum board. See(Cenral Notrs 5 for partial ne.w wall. D. FOYER 110: Add to Nates column, "Patch existing wall with salvaged vinyl clad gypsum board at location of removed wall of relocated Door 4. E. VESTIBULE 112: New gypsum board with enamel at north, east and wast walls. Delete reference to note I under 2x4 lay-in acoustical ceiling. F. TV CONTROL 114: New gypsum hoard with enamel at west wail. Change reference from S to W. North, east and south walls are existing vinyl clad gypsum board. Item No. 4: SHEET 1, GENERAL. NOTES At Note 8, add "Replace existing overhead door cables with new as necessary." 8901 SOUTH CENTER/STUDIO REMODEL ADDENDUM NO. I February 9, 1989 Page 2 of 3 item No. 5: SHEET 1, FLOOR PLAN Change dimension at TV Studio from 1 P-9 1/2" +/-to IT-9 1/2" Item o,& SHEET 2, CROSS SE:7rlON Cf ange existing roof pitch from 2/12 to 1/12. Item No. 7: SHFF ;, ]PLUMBING A. Rcikxatu existing gas piping to emergency generator to rise above ceiling of EDIT 107, and al()ng roof slope next to the steel rigid bent.in TV STUDIO 113. Piping shall follow steel bent to drop at south wall, inside furred wall space, and reconnect to existing piping to generator. B. At MECHANICAL 111, relocate existing water service piping thru floor to rise close to;u., ih wall of room. It.cmNo._8: SHEET 4, ELECTRICAL, A. All duplex receptacles listed below are to be connected to a separate circuit on the same phase leg at indicated paned: I. All new outlets in TV CONTROL 114. 2. Add outlet at west wall of TV STUDIO 113 south of exterior door. connect to separate circuit. 3. Add outlet at south wall of EDIT 106 nnect to separate circuit. 4. Add outlet at east wal!of EDIT 107,connect to separate circuit. 5. Add outlet at we-! wall and south wall of TV CONTROL 114, connect each to a separate circuit. B. Add a telephone outlet of junction box, 12"above floor, and conduit stub to above suspended ceiling, at the following !mations; I . South wall EQUIPMENT CHECKOUT 101. 2. East wall of TV STUDIO 113. 3. West wall of TV CONTROL 114. r C. The Owner furnished and Owner installed Dimmer Panel for the light grid will be located at the south wall of MECHANICAL_ 111. Provide (2) V conduit from existing MDP to the dimmer panel location. D. Provide 2"conduit to Dimmer Panel in MECNANICA.L 1 l 1 from a junction box, 12" above floor, to above suspended ceiling at the following locations: I East wall of EDIT 106. 2. East wall ,,-)i EDIT 107. 3. Wast wall of TV CONTROL 114, (2) 2"conduit. WW ' 8901 SOUTH CENTER/STUDIO REMODEL ADDENDUM NO. 1 February 9, 1989 Page 3 of 3 E. Relocate(2) 1/2"conduit and(1) 2"conduit,with associated junction boxes and conductors, at west wall of TV STUDIO 113 where interfere with the raising of the existing overhead door track and supports to near the new ceiling. Install at near the roof structure. F. Relocate existing exit sign above door at west wall of TV STUDIO 113 to face of new furred wall surface. G. Removed isolation transformers at TV STUDIO 113 are to be salvaged to Owner. H. At PLAN NOTES, add note 17 as follows: "Proviete existing fixtures at EDIT 106, EDIT 107 and TV CONTROL 114 with fluorescent dimming ballasts as required. Change new switches to fluorescent dimmers." APPROVED SUBSTITUTIONS Item No. 9: The following is a list of material items and manufacturers other than those specified that are approved for bidding. all approved substitute items are subject to requirements of original specifications,drawings and any addenda: SECTION ITEM MAW ACTURER 09650 Sheet Vinyl, Reducer and Tarkett "Coordinates" Carpet to Vinyl Transition 09680 Carpet Armstrong "Multiples 30" I A E e I 1• MMURM 8804 PROJECT MANUAL FOR: SOUTH CENTER / STUDIO REMODEL. 10295 SW 85th Avenue Tigard, Oregon 97223 Metropolitan Area Communiurtions Commission huluruy 20. 198') BIDDING AND CONTRACT REQUIREMENTS DIVISION A - Advertisement for Bids DIVISION B - Instntctions to Bidders (Art. 1-7 incl.) DIVISION C - Bid Form (Page I of 1) DIVISION D - Ahhreviated Form of Agreement Between Owner and Contractor and General Conditions), AIA Dox:ttment A 107 (Art. 1-21 incl.) DIVISION E - Supplementary Conditions SPECIFICATIONS DIVISION I - GENLRAL REQUIREMENTS SECTION 0 10 10 Summary of Work SECTION 01045 Cutting and Patching; SECfI(-)N 01000 Regulatory Requirements SECTION 01.100 SubmiWals SECTION 01500 `Ccmfxtrary Facilities SECTION 01700 Contract Closenut SECTION 0 17 10 Cleaning SECTION 01720 Project Recortl Do(mmenis DIVISION 2 - SITE WORK SECTION ()2072 Minor Demolition for Remodeling; DIVISION G - WOOD ,AND PLAS'I ICS SECTION 00100 Rough C."entry SECTION 00410 C.'ustorn Casework DIVISION 9 - FINISHES V MIN SECTION 09250 Gypsum &,arri LUEY � SECTION 09510 Acoustical Ceiling; C SECTION 09545 Linear Meal C'hitt;, SECTION 09650 Resilient :-louring �+; J ,EGO SECTION 09080 SECTION 09900 Pairlinj •� C>� 1 1. 1 i r 8804 DIVISION 15 - MECHAINICAL SECTION 15400 Plumbing SECTION 15880 Heating, Ventilating and Air Conditioning IDIVISION 16 - ELECTRICAL SEcriord 16050 Basic Electrical Materials and Methods ENUMERATION OF DRAWINGS Sheet 1 Plot Plan, Floor Plan and Schedi.tics Sheet 2 Reflected Ceiling Plan, Sections & Details Sheet 3 Mechanical Plans Sliect a Electrical Plans and Section I I i I 8901 DIVISION A ADVERTISEMENT FOR BIDS Sealed hids will be received by Bruce Crest, Director- Metropolitan Area Communications Commission (MACC), at the Main Office/Training Center, 1815 NW 169th Place, Suite 6020, Beaverton, OR 97006-4849 until 1:00 p.m., Febnrary 14, 1989 for the South Center / Studio Remodel, and will then and there be opened and publicly read aloud. Bids received after the time fixed for opening will not be considered. Briefly, the work consists of alterations to the existing studio and related areas,involving minor demolition, cutting and patching, hollow metal frames and wood doors relocation, drywall, carpeting,painting,lay-in acoustical ceilings, mechanical and electrical revisions. Contract Document,may be examined or obtained at the office of LUEY ARCHITECTS, 11945 SW Pacific Highway, Suite 301 Tigard Plaza, Tigard, OR 97223, (503) 684-3622. Up to two sets of Contract Documents may be obtained by PRIME BIDDERS upon deposit of$50.00. Any bidder, upon returning sets in good condition within seven days after bid opening will be refunded his deposit, and any nem-bidder upon so returning sets will be refunded his deposit if sets are returned no later than five calendar days prior to bid opening. Deposit sum will be refunded to successful bidder after award of Contract.. Contract Documents may also be examined at the office of Mdropolitan Area Communications Commission after January 30, i-189. All bidders must comply with ORS 279.350 pertaining to the payment of prevailing rates of wage. No bid will he considered unless accompanied by cashier's check or certified check or bid bond (with authorized surety company as surety)made payable to the Owner in the amount of f 10°/, of the maximum amount of the bid and no interest will be allowed on bid security. The Metropolitan Area Communications Commission reserves the right to reject any bids not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any and all bids upon a finding of the Commiacion that it is in die public interest to do so. No bidders may withdraw his bid after the hour set for the opening thereof or before award of the Contract, unlem said award is delayed for a period of 30 days. a 13nice Crest, Director Metropolitan Area Communications Commission Publication Dates: Daily Journal of Commeme: January 26, 1989 Page A - 1 8901 DIVISION B INSTRUCTIONS TO BIDDERS Art. l DEFINITIONS 1.1 All definitions are applicable as set forth in the Abbreviated Farm of Agreement Between Owner and Contractor, AIA D)current A107, and Division E Supplementary Conditions. 1.2 Bidding documents include the Advertisement for Bids, Instructions to Bidders, Bid Foran and proposed Contract Documents including any Addenda issued prior to receipt of bids. 1.3 Addenda are written or graphic instruments issued prior to execution of the Contract which modify or interpret the bidding documents,including Drawings and Specifications, by additions, deletions,clarifications or corrections. Addenda will become part of the Contract Documents when the Construction Contract is executed. Art. 2 BIDDER'S REPRESENTATION 2..1 Each bidder by making his bid represents that he has read and understand the biddir►g documents. 2.2 Each bidder by making his bid represents that he has visited the site and familiarized himself with the local conditions under which the Work is to be performed. 2.3 Bidders may visit the premise prior to bidding by contacting Mr. Sam Dana,Television Engineer, at 629-8534 for appointments. Art 3 BIDDING PROCEDURES 3.1 Each bid shall be made in accordance with Division C, Bid Form, and all blank spaces in the form shall be filled; numbers pertaining to Base Bid shall be stated both in writing and in figures. If bid is made by a partnership, it shall contain names of each partner and shall be signed in the firm name followed by signature of artner signing for firm. If bid is made by a c orporaticm, the corporate seal shall be affixed thereto. and it shall be signed in the name of the corporation, followed by signature of officer authorized to sign for corporation and printed or typewritten designation of office held in corporation; and signature shall he properly attested by secretary of corporation. Address of the bidder, street number(or post office box number), City and State, shall he typed or printed on Bid Form. 3.2 A bid is invalid if it has not been deposited at the designated location prior to the time and date for reoeipt of bids indicated in the Advertisement for Bids or prior to any extensicxi thereof issued to the bidders. At time and place set for opening and reading of bids, each and every bid received prior to scheduled dosing time for receipt of bids Iwill be publicly opened and read aloud. 3.3 Unless otherwise provided in any supplement to these Instructions to Bidders,no bidder shall modify,withdraw or cancel his bid or any part thereof for twenty(20)days after the time designated for the rcoeipt of bids in the Advertisement for Bids. Page B - I 8901 DIVISION B INSTRUCTIONS TO BIDDERS 3.4 Prior to receipt of bids, Addenda will be mailed or delivered to each person or firm recorded by the Architect as having received bidding documents. Contrac toe-' submitting a bid shall acknowledge receipt of each Addendum in Division C, Bid Form,and be responsible for determining that all subcontractors,material suppliers, etc.,have knowledge of said addenda and that their bid to him include same. z.5 Two copies of the Bid Form will be furnished each bidder. One copy shall be submitted and other retained by bidder. 3.6 The Bid Form invites bids on definite drawings and specifications. Only amounts and information asked for on the Proposal furnished will be considered as the bid. Each bidder shall bid upon the work exactly as specified and provided in the Bid Form. 3.7 Each bid shall be sealed in an opaque envelope and shall contain the Bid Form and sw:ety for bid in form of Certified Check or Bid Bond The outside,front face, of envelope shall show name and address of Owner, name of bidder and project name. 3.8 Each bid must be accompa_*ried by either a Certified Cheo-k drawn on a bank authorized to do business in the State of Oregon and complying with ORS Chapter 279 and executed in favor of Cwner for an amount equal to at least 10 percent of total amount bid, as evidence of gr.rod faith and as guarantee that Successful bidder's check if av-urd,d co^.',Tact, 'ridder will execute Contract and give a perforntianee bond 3s required. S,.rcccssfW bidders's check or bid bona will be retained until he has entered into a sati1actori contract and furnished require i performance bond. Should sucomf-d bidder f mil to execute and deliver a Omtract including a satisfactory perfoormai ice bond within five(5)days after his bid has been accepted by Owner, the Contract sward mside to him may be considered cancelled and the Certified Check or Bid Band shall be forfeited as liquidated damages. Date,of acceptance of bid and award of Contract shall mean day on which Owner takes official action making award. Art. 4 EXAMINATION OF BIDDING DOCUMFNT'S 4.1 Each bidder sh All examine.,the bidding documents carefully and, not later than seven(7) days prior to the date for receipt of bids,shall make w•itten request to the Architect for interpretation or correction of any ar-rbiguity, inconsistency or emir therein which he may discover. Any interpretation or correction will be issued in Addendum by the Architect. Only written interpretations and corrections by Addendum shall be binding. No bidder shall rely upon any interpretation or correction f;iven by any other method. Art. 5 SUBSTITUTIONS 5.1 Each bidder redo, nts that his bid is based upon the materir►ls and equipment.described in the bidding documents 5.2 No substitution will he considered unless written request has been received by the Architect for approval at least seven(7)cakrndar days prior to the date for receipt of bids. Each such request shall include a complete dmliption of the proposed substitute; drawi cgs,cuts,performance and test data;additions to, deduction from,or revisions in other's work necessitated by the u..w of proposed product, and any other(data or information necessary for a complete evaluation. Request for approval too be in duplicate with a self-addrr9sed stamped envelope. A sample copy of a 'Substitution Request Form'which may be used appears at the end of thi.9 Divisi(sr. Page B- A2 8901 DIVISION B INSTRUCTIONS TO BIDDERS 5A If the ArdiltCd approves any proposed subsfi l ion,such approval wiil hie Ee.ferrh in Addenda listing manufacturer's materials and equipment approved for substitution. Art. 6 ACCEPTANCE OR RFJEU—nON OF BIDS 6.1 Bidder acknowledges the right of Owner to reject any cr all bids and to waive any informality or irregularity in any bid received. in addition,bidder recognizes the right of Owner to reject a bid if bidder failed to furnish any required bid security,or to submit data required by bidding documents,or if bid is in any way incomplete or irregular. 6.2 Bidde, acknowledges the right of Owner to consider competency and responsibility of bidders and to award eontiact by drawing of lots between bidders involved if two or more bids shall be for the same amount for the same work, and to return bid unopened if only one bid is received. 6.3 Owner reserves the right to hold bid and bid security of three lowest bidders for a period of 20 days after time of bid opening;and upon making award of Contract will reject all other bids and return certified checks or bier bonds except for three lowest bidders. Each of the three 1(7nst bidders may withdraw his bid and request return of his bid security if his bid has not been accepted within 20 days after opening of bids. 6.4 The Owner reserves the right to instate and reinstate any or au alternate within 30 days after award of Contract at same cost stipulated in bid. 6.5 Successful bidder will be notified by Owner or Architect of acceptance of his bid and will be provided an Agreement between himself and Owner. Contractor shall then execute the Agreement and provide Performance Bond and copies of required policies of insurance within 5 days of said notification. 6.6 The Abbreviated Form of Agreement Between Owner and Contrac,or, AIA Document A 107, as issued by the American Institute of Architects,will be used as the form of agreement between Owner and Contractor. Art. 7 PERFORMANCE BOND The Performatra 5ond shall be executed in a statutory torn of Public Works Contract Boad satisfactory to the Owner and shall comply with Chapter 279 of Oregon Revised Statues,the provisions of which shall be incorporated therein and made a part thereof, and with surety company licensed to do business in thn sate of Oregcxl. The Performance Bond shall be in amoimt equal to 100 percent of the Contract Sum and shall be flrmished in triplicate. Page B - 3 sr iw ! s ■� w FA-KW 8901 DIVISION B INSTRUCTIONS TO BIDDERS The provisions of said bond shall: a. Guarantee faithful performance of the work covered by drawings,specifications and Contract. b. Require prompt payment of all contributions or amounts due the State Indus- trial Accident Fund and the Unemployment Compensation Pund;prompt payment to the State Tax Commission of all income tax amountfi withheld from employees pursuant to the laws of the State of Oregon;prompt payments to all persons supplying labor or material for any prosecution of the work provided for in the ConLaM and prompt payment,as due,to the Person,ooPaitnershiP association or corporation entitled thereto of the moneys and sums mentioned n Section 279.320 of the Oregon Revised Statutes. C. Permit no hen or claim to be filed or prosecution against the Owner on account of any labor or material furnished. d. Remain in full force and effect until the above required provisions luive been satisficd. Page 3. 4 I SUBSTITUTION REQUEST FORM Advancement of Constn4ction Technology The Co•istruction Specifications Institute Nort{ixest Region TO: PROJECT: SPECIFIED ITEM: Section Page Paragraph Description The undersigned requests consideration or the following PROPOSED SUBSTITUTION: Attached data includes product description, specifications, drawings, photographs, performance and test data a,'-ivate for evaluation of the request;applicable portions of the data are clearly identified. Attached data also includes description of changes to Contract Documents which proposed substi- tution will require for its proper installation. The undersigned states that the following paragraphs, unless modified on attachments, are correct. 1. The proposed substitution does not affect dimensions shown on Drawings. 2. The undersigned will pay for changes to the building design, including engineering design, detailing and construction costs caused by the requested substitution. 3. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements. 4. Maintenance and service parts will be locally available for the proposed substitution. The undersigned further states that the function, appearance and quality of the Proposed SLibstitution are equivalent or superior to the Specified Item. Submitted by! Signature _ For use by Design Consultant i . Firm __ _ O Accepted O Accepted as notF.d Ad cress O Not Accepted O Received too late -- ----- – By --- --- Date �— Date Telephone _____ Remarks Attachments: Revised,October 1986 8901 DIVISION C BID FORM February 14, 1989 To. Mr. Bruce Crest, Direc•.or Metropolitan Area Communications Commission 815 NW 169th Place, Suite 6020 Beaverton, OR 9-006 The undersigned hereby primes to furnish all necessary-materials,superintendence,labor, plant, equipment,tools and acre-mories to perform and complete the work covered by the attached Contras.Documents for the SOUTH CENTER/STUDIO REMODEL at 16295 SW 85th Avenue,Tigard, Oregon,in all respects and in full conformity with Contract Dr-iments as prepared by LUEY ARCHITECTS, 11945 SW Pacific Highway, Suite 301 Trg ird Plaza, Tigard, OR 97223 for the Base Bid Sum of ____-- --__`_-- -- ---�_____.-__��___.—DOLLARS($__ )• If awarded the Contract,the undersigned agrees to be bound by the Agreement with the Owner, to present the required performance bond within five(5)days of notification to proceed and to substantially complete the work within the time stipulated in Division E, Supplementary Conditions. The followiioj;Addenda have been received and their casts are included in this Bid:- Addendum id:Addendum No. _ Date Addendum No. Date "The undersigned agreees, if awarded a contract, to comply with the provision of ORS 279.350 pertaining to the payment of PrevOling rates of wage. Name of Film: Address: Telephone: . -- --- - -- -- --By:- - -- - - Official Capac ty:If Cbrporadon, Attest-, - ------ - -- - — - --- --- • If partnership, one partner must sign. Sectary of Corporation Page C - I WBWA ! E A 11 F, R I C A N I N S 'I' I '1' II 'I' F. F A R C 11 1 'i' F 1 8901 DIVISION D AIA I)oolor;lcmt Ali)^ Abbreviated Form of Agreement Between Owner and Contractor Fov CONSTRUCTION / RO IECTS Ol� D LIM171 SC011E where The basis of Payment is u STIPULA77:1) SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY/S ENCOURAGED WITH RESPECT TO 17S COMPLETION OR MODIFICA770N 'rhis dOCllnlcnt includes abbreviated General Conditions sand should not he used with other g—neral conditions. It has hcen :y)l)mvecl incl endorsed by The Associmcd General Contractors of America AGREEMENT made as of the duy of in the year uC Nineteen Hundred and BETWEEN the Owner: and the Contractor: L \amt,anti address) The project is: \nntc(toot!Irraellntl) I I he Architect is: \tarn,ttrtrl rtddrnc�l The Owner and Contractor agree as sct forth below. t.IgJ�I1µlII 1-)11�. P I 1'r-.n, I'rt.I. 1'N..t, 0)06, 1'• ,. I'r +, 1'M6% Ila Am%lot an IUnllletlt.it AlthlittH, I 'tti Nt \ct•nut. N\r . \\,t.lnnl;tt,n, 1)1 :INTIK, 14-1111.01.,11,111 0 tilt n,.tttrlal lit-11-in t,t eultstatitLd fillwalhm ttf it-4 hint-l'inn�wlllvmt t nut n iIt nn-It-fi.d 11tt AIA t I,0.0c,lilt„gwtlglll 1.1%t...1 lllt I mlt 41 51.111 N.Illtl %kill IU .ultit t l lt,1tµ.11 lurr.ct tu,un AIADOCUMENT A!J?6A1111kIVIAII:I1IMS1lNa)NINAITUkAGNIT.MI.NIONIN1111INI14IN*AIA* -tFlI4N' 'SII \\ItIM e'. IN',1111 'rr IIIAkt11111((15. I71S N1% 1't INK A1'1M I. NR. VI'A5111N610N. UC JINNKt A107-19117 1 i ARTICLE 1 fTHE WORK OF THIS CONTRACT 1.1 The Contractor shall execute the entire Work described in the Contract fkocuments,except to the extent specifically indic•atcd in the Contnict Documents to be the responsibility of others,or ms follows: 1 ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 2.1 File date of commencement is the elate from which I I Ie•(:onu:lct I mic of llaraµr ph 2 21S mcasurcd,.Ind x11.111 plc•the d:uc of I' Agreement,as first written ahovc,unless a different date is slated Ixlow or provision is made for the date to be fixed in a notice to 1, ' cccd Issued h) the Owner. 'I'twn Ula drUo u/unnrnchp c'lM'lH.1l#I dQ/has fnml 111t•date til Ibis Ann•coln•rrt 1w 1l ryrlrlouthlr,dale 11kil tial•ekte n•lll lir•/Omyl nl rl nnncr In p1+n ttiv!1 I i 2.2 I he• ( iminicim shall achieve Substantial (:impletion of the entire Work not later than ( 'I...... rhe Vlf4•Ilrlrlrrl�lle nr llNrrlhotij(Ultlldtl'Ila t'.m llffer lhl'Aril"a/urnUNerll 1.1014-pit,Also Mseti r1111'ntpainhntatc/rn•Itrrlter Snmornintf comploirm of t erlrllu Dasa I (hi,It 10k Il run rMhYl afrelOwn'Ira rile cmitrtrl INK ltnerit' I whlect to adlumilrtents of tills Contract Thric as provided In the Contract Documents. Ih. �t/nulnn'rr. rl n14 pn fpinlrlrtrrl rinn/n,Qrt n4rlflrlu hr lrl/lurr In rnrrydr•Ir un liner I f ARTICLE 3 CONTRACT SUM 3.1 111c (oant'r ,11,111 l\ac tilt' (.111111-A tilt' in current hinds hn Ute ommacun s performance of the Contract the Contract titin tit 04111.11- 1. 4111.11I. •.111114.41 Irl atldllulns and dcdutlit ills .1s piti idcd nl the 1 411111.0. I r,a nnlrnl. AIA DOCUMENT A101• UUUn 4'I\I I I u 4\C Nt It r r IN1 II M14 I r Ilt nt•III 1 M1II N I•NIN I I I I'IN I tuN•11A� •nl1'lN' ,111 ttirl l<Ir A', 1\`•1111 11 III \Itr 111111 Is. 1 i5 NIA 14111M1 •\\'INTI N%% %%A%l1l%, Wl1N, 111 .INNMr A107•1YnVpI 7 2 ■ 3.2 The Contract Sum is based upon the following altemates,if any,which are described in the Contract Documents and are hereby ' accepted by the Owner: (state the plumbers or other idcmtificatlon of accrpted altenudes.if dertsioas on othrtrtdlenualts am to be Houle by Ile 0-mer suhstv/ueut to Ale extuaitia i!Ibis Agrttont tt attach a schedule of sucb other altenuaes slowing the amount for each and Ire(kite until udnch UN,.ammoit is i did) J` i 6 3.3 Unit prices, if any, are as follows: I ARTICLE 4 PROGRESS PAYMENTS 4.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment is,.ucd by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and else- where in the Contract Documents.The period covered by each Application for Payment shall be on calendar month ending on the last day of the month, or as follows: ' 4.2 Payments due and unpaid under the Contract shall bear interest from the date payment Is,Iue at the rate stated below,or in the absence_ thereof, at the legal rate prevailing from lime to time at the place where the Project Is located. IffnscrY nnr ty inh rnsf agritrl uJxnr,if any (l'Rrl'1/r11fH altrl ny7�If(RNnO11fS IIII(Ar fire lYrknd 71rutb in Lettellrrg Act,alnlllrlr sfaMllrk/hr[7d ltNlglP'vvmitt from and other rigidattortc at 111,,'tt1kr;f antl rblarlrk7ur. ler loft I/r:rl pial el(y/ffolaitts,the hrtlllirnl llf the lrflyitl and e4st-114'(t•meth)..11ltat lift,ledlthh,ry Il rh l",#43 lrrl.14,Wil tkll'itl•.viMNlid be I1hNai"Ill"Itb PlI. XI t ftp dt•ieppwt�err' per ylgn nunn+,and atop n-mart/n(k nryubrrn,,ntc.arch w avaten dtnlocurt5 err rlrrha+s AIA DOCUMENT AID?•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTI1 EDITION•AIAS •01987 111E AMERICAN INSTITUTE OP ARCHITECTS, 1711 NtW YORK AVENUE, N.W, WASHINC.TON, DC. 28opt1 A107+1987 3 X11 W WI! A ROMEAUP ARTICLE 5 FINAi PAYMENT 5.1 Final payment,constituting the entire unpaid balance oft-)c Contact sum,shall be made by the Owner to the Contracto, when ,he Work has been completed, the Contract fully performed, .uu1 a final Certificate for Payment has been issued by the Architect ARTICLE 6 ENUMERATION OF CONTRACT DOCUMENTS 6.1 The Contract Documents are listed in Article 7 and, except for Modifications issued after execution of this Agreement, are cnun)crated as follows: 6.1.1 Th^Agreement is this executed Abbreviated Form of Agreement Between Owner and Contractor,AIA Document A107, 1 QS, Edition. 6.1.2 Tne Supplementary and other Conditions of the Contract are those contained in the Project Manual dated and are as follows: Uocumcnt Title Pages t 6.1.3. The specifications are those contained in the Project Manua; dated;Ls In Subparagraph 6.1 1, .ind ;ue as follows: t owt hSt ti,v.spv,yicahons here(or rlfelto an e.%Ii hit aMichel to Ihn'Af(reerNerlt Section Titic Pages fi AIA DOCUMENT A107-A1111REVIATEDOWNERA'ON11tACl'ORAGREF:A11'.NT-NIN111EDI1'ION-AIA• "19W 1'11E AMEI"CAN INs11TUTE Or ARC111TECTS, 17)5 NEVI' YORK AVENUE, N.W., WASHINCTON, D.C. 2(HKX, A107-1987 4 �v w Iw w w w 6.1,4 The Drawings are as follows,and are dated unless a different date is shown below (I(ither list the Drawings here or refer to an erhihit a(larhtd to this Agrn7mill) Number Title Date 6.1.5 'Clic Addenda, if any, are as follows: iNumber Date Pages I I I'ortltms of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding re(juircnu•nts arc also enumerated in this Article 6, 6.1.8 Other documents, if any, forming part of the Contract Documents are as follows. tl.ist nap nddm stat dcxuments tobich Are btfewhyl to forst part of the Cutilroct 0xomerrts) AIA DOCUMENT A107•AHIIRL\'IA7'ED(IWNER•CONTRACTOR AGREEMENT•NINTH EDITION•AIA• •rc)19H7 IIID. AMERICAN INS1'11'11B or ARCHITECTS. 1735 NEW YORK AVENUE, NW.. WASHINGTON. DC 2UNl6 A107.1987 �J I GENERAL. CONDITIONS _J ARTICLE 7 ARTICLE 9 CONTRACT DOCUMENTS CONTRACTOR 7.1 The Contract Documents consist of this Agreement with 9.1 The Contractor shall supervise and direct the Work,using Conditions of the Contract(General,Supplementary and other the Contractor's best skill and attention. The Contractor shall Conditions), Drawings, Specifications, addenda issued prior to be solely responsible for and have control over construction the execution of this Agrce=nr,other documents listed In this means, methods, techniques, sequences and procedures and Agreement and Mob ications issued after execution of this for coordinating all portions of the Work under the Contract, Agreement.The intent of the Contract Documents is to include unless Contract Documents give other specific instructions all items necessary for the proper execution and completion of concerning these matters. the Work by the Contractor. The Contract Documents are 9.2 Unless otherwise providPc�in the Contract Documents,the complementary,and what is required by one shall be as hind- Contractor shall provide and pay for labor, materials, equip• ink;as if require 1 by all;performance by the Contractor shall he ment, tools, construction equipment and machinery, tvaer, required only 1.!the extent consistent with the Contract DOCU heat, utilities, transportation, and other facilities and services ments and reasonably inferable from them as being necessary necessary for the proper execution and completion of the to produce the intended results. Work, whether temporary or permanent and whether or not 7.2 The Contract Documents shall not be construed to create a incorporated or to be incorporated in the Work. contractual relationship of any kind(1)between the Architect 9.3 The Contractor shall enforce strict discipline and good and Contractor,(Z)between the Owner and a Subcontractor or order among the Contractor's employees and other persons Sub-subcontractor or(3)between any persons or entities other carrying out the Contract. The Contractor shall not permit than the Owner and Contractor. employment of unfit persons or persons not skilled in tasks 7.3 Executicn of the Contract by the Contractor is a represen- assigned to them. cation that the Contractor has visited the site and become I:unil- 9.4 The Contractor warrants to the Owner and Architect that tar with the local conditions under which the Work is to be materials and equipment furnished under the Contract will be j performed. of good quality and new unless otherwise required or permit- ted by the Contract Documents, that the Work will be free 7.4 The term "Work" means the construction and services from defects not Inherent in the quality required or permitted, required by the Contract Documents, whether completed or and that the Work will conform with the requirements of the partially completed, and includes all other labor, materials, Contract Documents. Work not conforming to these require- equipment and services provided or to be provided by the ments, inr!-,Ading substitutions not properly approved and Contractor to fulfill the Contractor's obligations. The Work authorized, may be considered defective. The Contractor's inay constitute the whole or a part of the Project. warranty excludes remedy for damage or defect caused by abuse,modifications not executed by the Contractor,improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. It required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind ARTICLE 8 and quality of materials and equipment. OWNER 9.5 !unless otherwise provided in the Contract Documents,the Contractor shall pay sales, consumer, use, and other similar 8.1 The Owner shall furnish surveys and a legal description of taxes which arc!legally enacted when bids arc received or nego- the site. tiations concluded, whether or not yet effective or merely scheduled to go Into effect, and shall secure and pay for the 8,2 Iixcept for permits and fees which are the responsibility of building permit and other permits and governmental fees, the Contractor Under the Contract Documents,the Owner shall licenses and Inspections necessary for proper execution and secure and pay for necessary approvals,casements,assessments completion of the Work. and charges required for the construction,use or occupancy of 9.8 The Contractor shall comply with and give notices permanent structures or permanent changes in existing facilities required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on herforimi n'e of the 8.3 If the Contractor falls to correct Work which is not In Work. The Contractor shall promptly notify the Architect and accordance with the requirements of the Contract Documents Owner if the Drawings and Specifications arc observed by the or persistently falls to carry out the Work In accordance with Contractor to be at variance therewith. the Contract Documents, the owner, by a written order, may order the Contractor to stop the Work,or any portion theicof, 9.7 The Contractor shall be responsible to the Owner for the until the cause for such order has been eliminated; however, acts and omissions of the Contractor's employees,Suhcontrac- the rifthi i)f the•I t%%ocr tai such the Work shall not give rise to a tors and their agents and employees, and other persons her duty on the hart of the ()wner to exercise this right for the forming portions of the Work under a contract with the hcnclit of the c itntracior or any other per.-Ain or entity. Contractor. AIA DOCUMENT A107•AIIIINt: 'LA'I'rnUVt'Nlik•CONI'kAt:'1'(1kAlaltl?IiMIiNI'•NIN'l llliltll'ION•AIA• •(ID19H7 - 1111 AAII14WAN I`''IIII11 OI Ak(:I HECTS, 1731 NEW YORK AVEN111i, NW, WAS111NGTON, b(:. 1(NM)6 A107-1987 6 9.8 The Contractor shall review, approve and submit to the ARTICLE 10 Architect Shop Drawings, Product Data, Samples and similar — -- submittals required by the Contract Documents with reason- ADMINISTRATION OF THE CONTRACT able promptness. The Work shall be in accordance with approved submittals. When professional certification of per- 10.1 The Architect will provide administration of the Contract ' formancc criteria of materials,systems or equipment is required and will be the Owner's representative(1)during construction, by the Contract Documents, the Architect small be entitled to (2)until final payment Is due and(3)with the Owner's concur- rely upon the accuracy and completeness of such certifications. rence,from time to time during the correction period described in Paragraph 18.1 9.9 The Contractor shall keep the premises and surrounding 10.2 The Architect will visit the site at intervals appropriate to area free from accumulation of waste materials or rubbish caused by operations under the Contract.At completion of the the stage of construction to become generally familiar with the Work the Contractor shall remove from and about the Project progress and quality of the completed Work and to determine waste materials, rubbish, the Contractor's toots, construction in general if the Work is being performed in a manner indicat- equipment, machinery and surplus materials, Ing that the Work,when completed,will be In accordance with the Contract Documents. However, the Architect will not be 9.10 The Contractor shall provide the Owner and Architect required to make exhaustive or continuous on-site Inspections access to the Work in preparation and progress wherever to check quality or quantity of the Work. On the basis of on- located. site observations as an architect, the Architect will keep the Owner informed of progress of the Work and will endeavor to 9.11 The Contractor shall pay all royalties and license fees; guard the Owner against defects and deficiencies in the Work. shalt defend suits or claims for infringement of patent rights and shall hold the Owner harmless from loss on account thereof, 10.3 The Architect will not have control over or charge of and but shall not be responsible for such defense or loss when a will not be responsible for construction means,methods,tech. particular design, process or product of a particular manufac- niques,sequences or procedures,or for safety precautions and curer or manufacturers is required by the Contract Documents Programs in connection with the Work,since these are solely unless the Contractor has reason to believe that there is an the Contractor's responsibility as provided in Paragraphs 9.1 infringement of patent. and 16.1.The Architect will not be responsible for the Contrac- tor's failure to carry out the Work in accordance with the Con. 9.12 To the fullest extent permitted by taw, he Contractor tract Documents. shall Indemnify and hold harmless the Owner,ArCiltect,Archi- 10.4 Based on the Architect's observations and CV.duations of tect's consultants, and agents and employees of any of them the Contractor's Applications for Payment, the Architect will from and against Claims,damages, losses and expenses,includ- review and certify the amounts clue the Contractor and will Ing but not ,iml,cd to attorneys'fees,arising out of or resulting issue Certificates for Payment in such amounts. from performance of the Work,provided that such claim,darn- age, loss or expense Is attributable to bodily injury, sickness, 10.5 The Architect will interpret and decide matters concern- disease or death,or to injury to or destruction of tangible prop- ing performance under and requirements of the Contract Docu. erty(other than the Work itself)including loss of use resulting merits on written request of either the Owner or Contractor. therefrom,but only to the extent caused in whole or in part by The A•chitect will make initial decisions on all claims,disputes negligent acts or omissions of the Contractor,a Subcontractor, or other matters in question between the Owner and Contrac- anyone directly or indirectly employed by them or anyone for tor, but will not be liable for results of any interpretations or whose acts they may be liable, regardless of whether or not decP Ions rendered in good faith. The Architect's decisions in such claim,damage,loss or expense is caused in part by a party matters rr-lating to aesthetic effect will be Mat if consistent with I indemnified hereunder.Such obligation shall not be construed the Intent expressed in the Contract Documents.All other deer to negate, abridge, or reduce other rights or obligations of sions of the Architect, except those which have been waived idemnity which would otherwise exist as to a party or person by making or acceptance of final payment, shall be subject to i described in this Paragraph 9,12, arbitration upon the written demand of either party. 11 9.12.1 In claimF against any person or entity Indemnified 10.6 The Architect will have authority to reject Work which under this Paragraph 9.12 by an employee of the Contractor,a does not conform to the Contract Documents. ' Subcontractor,anyone directly or Indirectly employed by them 10.7 The Architect will review and ap,lrove or take other or anyone for whose acts they may be liable,the indemnifica- appropNate anion upon the Contractor's submittals such as tion obligation under this Paragraph 9.12 shall not be limited by Shop Drawings, Product Data and Samples, but only for the a limitation on amount or type of damages, compensation or limited purpose of checking for conformance with information ' henents payable by or for the Contractor or a Subcontractor given and the design concept expressed In the Contract under workers' or workmen's compensation acts, disability Documents. benefit acts or other employee benefit acts. 10.8 All claims or disputes between the Cuntracto r ;uul rbc 9.12.2 The obligations of the Contractor under this Paragraph Owner ai mig our or relating to the Cnntracl, m Ilic bleat I, 9 11 shall not extend to the liability of the Architect,the Archi- thereof,sliall be decided by arbitration in accurdancc with the I rees consultants, and agents and employees of any of them Construction Industry Arbitration Rules of the American Arbi• arising out of(1)the preparation or approval of maps,drawings, (ration Association currently In effect unless the parties mutu. opinions, reports, surveys, Change Orders, Construction ally agree otherwise anti subject to an Initial presentation of the Change Directives,designs or specifications,or(2)the giving of claim or dispute to the Architect as required under Paragraph or the failure to give directions or instructions by the Architect, 10.5. Notice of the demand fur arbitration shall he I11Ctl in writ- the Architect's consultants,and agents and employees orally Of Ing with the other party to this Agreement atlui with the Allied- them provided such giving or failure to give is the primary can Arbitration Association and shall be made within a reason- r;msc of the injury•or damage able time after the dispute has arisen. The award rendered by AIA DOCUMENT A10?•A11HREVIATED OWNI?R CONTRACTOR AGREEMENT•NINT11 EDITION 0 AIA• •m 19H7 7 A107-1987 1111' AMENIc.AN INSTITUTE OF ANCI111'ECTS. 1735 NEW YORK AVENUE, N.W. WAS111NGTON, D.(:. 11NMKt CW t the arbitrator or arbitrators shall be final,and judgment may be 12.3 Costs Caused by delays, improperly timed activities or entered upon it in accordance with applicable law in any court detective construction shall be borne by the party responsible having jurisdiction thereof. Except by written consent of the therefor. person or entity sought to be joined,no arbitration arising out ARTICLE 13 of or relating to the Contract Documents shall include,by con- solidation,joinder or in any other manner,any person or entity CHANGES IN THE WORK not a party to the Agreement under which such arbitration arises,unless It is shown at the time the demand for arbitration 13.1 The Owner,without ivalidating the Contract,may order is filed that(1)such person or entity is substantially involved in changes In the Work consisting of additions,deletions or modi- a common question of fact or law,(2)the presence of such per- fixations, the Contract Sum and Contract Time being adjusted son or entity is required if complete relief is to be accorded In accordingly. Such changes in the Work shall be authorized by the arbitration,(3)the interest or responsibility of such person written Change Order signed by the Owner, C(,ntractor and or entity In the matter is not insubstantial,and(4)such person Architect,or by written Construction Change Directive signed or entity Is not the Architect or a'ly 6f the Architect's by the Owner and Architect. employees or consultants. The agreement herein among the 13.2 The Contract Sum and Contract Time shall be char ed parties to the Agreement and any other written agreement to only by Change Order. g arbitrate referred to herein shall be specifrcall) enforceable under applicable law in any court having joulMic.ion thereof. 13.3 The cost or credit to the Owner from a change in the ARTICLE 11 Work shall be determined by mutual agreement. SUBCONTRACTS ARTICLE 14 11.1 A Subcontractor is a person or entity who has a direct TIME contract with the Contractor to perform a portion of the Work 14.1 Time limits stated in the Contract Documents are of the at the site. essence of the Contract. By executing the Agreement the Con- 11.2 Unless otherwise 4t2ted In the Contract Documents or the tractor confirms that the Contract Time is a reasonable period bidding requirements, the Contractor, as soon as practicable for performing the Work. f after award of the Contract, shall furnish in writing to the 14.2 The date of Substantial Completion is the date certiflcd it Owncr through the Architect the names of the Subcontractors by the Architect in accordance with Paragraph 15.3. for each of the principal portions of the Work,The Contractor Shall not contract with any Subcontractor to whom the Owner 14.3 if the Contractor is delayed at any time in progress of the or Architect has made reasonable and timely objection. The Work by changes ordered In the Work,by labor disputes, fire, Contractor shall nat be required to contract with anyone to unusual delay in deliveries, abnormal adverse weather condl- whom the Contractor has made reasonable objection. Con- tlotls not reasonably anticipatable, unavoidable casualties or tracts between the Contractor and Subcontractors shall (1) any causes beyond the Contractor's control,or by other causes require each Subcontractor, to the extent of the Work to be which the Architect determines may justify delay, then the performed by the Subcontractor, to be bound to the Contrac. Contract Time shall be extended by Change Order for such ren- tor by the terms of the Contract Documents, and to assume sonable time as the Architect may determine. toward the Contractor all the obligations and responsibilities which the Contractor, by the Contract Documents, assumes ARTICLE 15 toward the Owner and Architect,and(2)allow to the Subcon- tractor the benefit of all rights,remedies and redress afforded to the Contractor by these Contract Documents. 15.1 Payments shall be made as provided in Articles 4 and 5 of ARTICLE 12 this Agreement. CONSTRUCTION BY OWNER 0.9 15.2 Payments may be withheld on account of(1) defective BY SEPARATE CONTRACTORS Work not remedied,(2)claims filed by third parties,(3)failure of the Contractor to make payments properly to Subcontrac. 12.1 The Owner reserves the right to perform construction or tors or for labor, materials or equipment, (4) reasonable evi. operations related to the Project with the Owner's own forces, dence that the Work cannot be completed for the unpaid bal. and to award separate contracts In connection with other por- ante of the Contract Sum,(5)damage to the Owner or another tions of the Project or other construction or operations on the contractor, (6) reasonable lrvidence that the Work will not be sit,- under conditions of the contract identical or substantially completed within the Contract Time and that the unpaid h:tl .,amilar to these, Including those portions related to Insurance ince would not be; quare to cover actual or liquidated dant :Intl waiver of suhrogition. If file Contractor claims that delay ages for the anticipated delay, or(7)persistent failure to earn or additional cost Is involved because of such action by the out the Work In accordance with the Contract Uocuntcnis Owner,the Contractor shall make such claim as provided else. 15.3 When the Architect agrees that the Work is substantially where In the Contract Documents. complete, the Architect will issue a Certlficate of Substantial 12.2 The Contractor shall afford the Owner and separate con- Completion. tractors reasonable opportunity for the Introduction and stor- 15.4 Final payment shall not become due until the Contractor age of their materials and equipment and performance of their has delivered to the Owner a cunapiete release of all liens arising activities, and shall connect and coordinate the Contractor's out of this Contract or receipts in full covering all labor, cunstruction and operations with theirs as required by the Con- rials and equipment for which a lien could be flied,or A bond tract Documents. satlsfactory to the Owner to hademnify the Owner against such AIA DOCUMENT A107•AIIBREVIATEt)OWNER•CONTRACrORAGREEMENT NINTH EDITION*AIA• •01987 111E AMERICAN INST11'11TE OF ARCHITECTS, 17311 NEW YORK AVENUE, NW., WASHINGTON, D.C. 20006 A107.13E7 8 lien. If such lien remains unsatisfied after payments are made, itself, to property which may arise out of or result from the the Contractor shall refund to the Owner all money that the Contractor's operations under the Contract, whether such Owner may be compelled to pay in discharging such Hen, operations be by the Contractor or by a Subcontractor or any- including all costs and reasonable attorneys' fees. one directly or indirectly employed by any of them.This insur- ance shall be written for not less than limits of liability specified 15.5 The making of final payment shall constitute a waiver of In the Contract Documents or required by law, whichever claims by the Owner except those arising from: coverage is greater,and shall include contractual liability Ia1SlIr- .1 Hens, claims,security Interests or encumbrances aris• ance applicable to the Contractor's obligations under Paragraph ing out of the Contract and unsettled; 9.12. Certificates of such insurance shall be filed with the .2 failure of the Work to comply with the requirements Owner prior to the commencement of the Work. of the Contract Documents;or 17,2 The Owner shall be responsible for purchasing and main- .3 terms of special warranties required by the Contract raining the Owner's usual liability insurance. Optionally, the Documents, Owner may purchase and maintain other insurance for self- Acceptance of final payment by the Contractor,a Subcontrac- protection ;,Zjainst claims which may arise from operations for or material supplier shall constitute a waiver of claims by under the;:ontmct.The Contractor shall not be responsible for that payee except those previously made in writing and Identi- purchas'.ng and maintaining this optional Owner's liability fied by that payee as unsettled as the time of final Application Insurance unless specifically required by the Contract for Payment. Documents. 17.3 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized _ARTICLE 16 to do business in the jurisdiction in which the Project is PROTECTION OF PERSONS AND PROPERTY located,property insurance upon the entire Work at the site to the full insurable value thereof.This insurance shall be on an all- 16.1 policy form and shall include interests of the Owner, the 16.1 The Contractor shall be responsible for Initiating, main- Contractor, Subcontractors and Sub•subcuntnactors in the c nand supervising all safety precautions and programs in Work and shall insure against the perils of fire and extended connection with the performance of the Contract. The Con- Coverage and physical loss or damage including,without dupli• tractor shall take reasonable precautions for safety of,and shall cation of coverage, theft, vandalism and malicious mischief. provide reasonable protection to prevent damage,injury or loss to ; 17.4 A loss Insured under Owner's property Insuntnce shall he ,1 employees on the Work and other persons who may adjusted with the Owner and made payable to the Owner as be affected thereby; fiduciary for the insureds,as their Interests may appear,subject .2 the Work and materials and equipment to be incor• to the requirements of any applicable mortgagee clause. porated therein;and 17.5 The Owner shall file a copy of each policy with the Con- .3 other property at the site or adjacent thereto. tractor before an exposure to loss may occur.Each policy shall tcontain a provision that the policy will not be cancelled or The Contractor shall give notices and comply with applicable allowed to expire until at least 30 days'prior written notice has laws,ordinances,rules,regulations and lawful orders of public beer,given to the Contractor. authorities bearing on safety of persons and property and their protection from damage, injury or loss. The Contractor shall 17,8 The Owner and Contractor waive all rights against each promptly remedy damage and loss to property at the site other and the Architect, Architect's consultants, separate con- caused In whole or In part by the Contractor,a Subcontractor,a tractors described in Article 12,If any,and any of their subron- Sub-subcontractor, or anyone directly or indirectly employed tractors, sub-subcontractors, agents and employees, for cl.�m- by any of them,or by anyone for whose acts they may be liable ages caused by fire or other perils to the extent covereu by and for which the Contractor is responsible under Subpara property insurance obtained pursuant to this Article 17 ur any graphs 16.1.2 and 16.1.3,except for damage or loss attributable other property Insurance applicable to the Work,except such tit acts or omissions of the Owner or Architect or by anyone for rights as they may have to the proceeds of such instin ne•e held whose acts either of them may be liable,and not attributable to by the Owner as fiduciary.The Contractor shall require similar the fault or negligence of the Contractor.The foregoing obliga- waivers in favor of the Owner and the Contractor by Subcon- tions of the Contractor are in addition to the Contractor's obli- tractors and Sub-subcontractors.The Owner shall require siml- gations under Paragraph 9.12. Lar waivers in fav-)r of the Owner and Contractor by the Archi 16.2 The Contractor shall not be required to perform without tett, Architect's consultants, separate contractors described in consent any Work relating to asbestos or polychlorinated Arti,le 12, if any, and the subcontractors, sub-subcontractors, biphenyl(PCl3). agents and employees of any of them. ARTICLE 17 ARTICLE 18 INSURANCE CORRECTION OF WORK 17.1 The Contractor shall purchase from and maintain in a 18.1 The Contractor shall promptly correct Work rejected by company or companies lawfully authorized to do business in the Architect or failing to conform to the requirements of the the jurisdiction in which the Project is located insurance for Contract Documents, whether observed before or after Sub• protection from claims under workers'or workmen's compen• -tantlal Completion and whether or not fabricated, installed or s:tlion acts and 011ier employee beneflt acl3 which are applic- completed, and shall correct any Work found to be not in able, claims for damages because of Ixldily Injury, Including accordance with the requirements of the Contract Documents death, and from claims for damages, other than to the Work within a period of one year from the date of Substantial Coin- AM DMMEN1A101.6!11110k.VIA I IJM*M.R-CON1 RAt.TON AGREEMENT•NINTII EDITION•AIA• §tD 1911-7 9 A107.1957 Tiff AM1.011•A11 10"1111'11 Ill AP(MIM.T1. 1731 NEW YORK AVENUE, NW, WAtiHING1'ON, DC 21MM)6 pletion of the Contract or by terms of an applicable special war- ARTICLE 20 ranty required by the Contract Documents.The provisions of _ this Article 18 apply to Work done by Subcontractors as well as TERMINATION OF THE CONTRACT to Work done by direct employees of the Contractor. 18.2 Nothing contained in this Article 18 shall be construed to establish a period of limitation with respect to other obligations 20.1 If the Architect fails to recommend �i nu:nt I( r a period which the Contractor might have under the Contract Docu• of 30 days through no r�uit of the Contractor,or if the Owner desmerits. Establishment of the time period a one year as falls to make payment thereon for a period of 30 days,the Con- tion of in Paragraph 1co relates only to the specific relation- tractor may, upon seven additional days' written notice to the I tion of the Contractor to correct the Work,and has no rclation- ship to the time within which the obligation to comply with the Owner and the Architect, terminate the Contract and recover Contract Documents ma••be sought to be enforced,nor to the from the Owner payment for all Work executed and for proven time within which proceedings may be commenced to estab- loss with respect to materials,equipment, tools, and construc. lisp the Contractor's liability with respect to the Contractor's Hoii equipment and machinery,including reasonabie overhead, obligations other than specifically to correct the Work. profit and dam.yes applicable to the Project. ARTICLE 19 MISCELLANEOUS PROVISIONS 20.2 If the Contractor defaults or persistently fails or neglects to carry out the Work In accordance with the Contract Docu• 19.1 The Contract shall be governed by the law of the lace merits or fails to perform a provision of the Contract, the P Owner, after seven days' written notice to the Contractor and where the Project is located. without prejudice to any other remedy the Owner may have. 19.2 As between the Owner and the Contractor, any appli- may snake good such deficiencies and ma, deduct the cost cable statute of limitations shall commence to run and any thereof, including compensation for the Architect's services alleged cause of action shall be deemed to have accrued: and expenses made:necessary thereby, from the payment then i rant later than the date of Substantial Completion for or thereafter due the Contractor. Alternatively, it the Owner's acts or failures to act occurring prior to the relevant option, and upon certification by the Architect that sufficient date of.Substantial Completion; cause exists to justify such action,the Owner may ternlinste the Contract and take possession of the site and of all matt rials. .2 not later than the date of issuance of the final Certili• equipment, tools, and construction equipment and machinery care for Payment for acts or failures to act occurring thereon owned by the Contractor and may finish the Work by subsequent to the relevant date of Substantial Com- whatever method the Owner may deem expedient. if the 1 pietion and prior to issuance of the final Certificate for unpaid balance of the Contract Sum exceeds costs of finishing Payment; and the Work, Including compensation for the Architect's services .3 not later than the date of the relevant act or failure to and expenses made necessary thereby, such excess shall be act by the Contractor for acts or failures to act occur- paid to the Contractor, but If such costs exceed such unpaid r ring after the date of the final Certificate for Payment. baLnce, the Contractor shall pay the difference io the Owner i AIA DOCUMENT A107 6 A11RREVIATEDOWNER-CONTRACTOR AGREEMENT*NIN111 EDITION 9 AIA* 001997 111E AMERICAN INSTITUTE OF ARCHITECTS, 1731 NEW YORK AVFNIIIi, NW., WASIIINGTON, D.C. l(NN)6 A107-1987 10 W W s t ■r eir fW ARTICLE 21 OTHER CONDITIONS OR PROVISIONS I 1 i This Agreement entered Into as of the day and year first written above. OWNER CONTRACTOR /.ciurtnlnre) (.Clxrtahtrn) i atol rraree and hNr) (PHrttmf name and liUc) AIA DOCUMENT A107•ABBREVIATED OWNFR•CONTRACTORAGREEMENI-NINTHFDITIONOMA• 001987 A107.1997 TIIF. AMERICAN INSTITUTE.OF ARCIIITECTS, I735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 21RN)6 3/97 ,HA 9901 DIVISION E SUPPLEMENTARY CONDITIONS The Following supplements modify,change, delete from or add to the Abbreviated Form of Agreement Between Owner and Contractor(includes General Coditions), AlA Document A 107, 1997 Edition. Where any Article of the Agreement or General Conditions is modified or any Paragraph, Subparagraph or Clause thereof is modified or deleted by these supplements, the unaltered provisions of that Artical, Paragraph, Subparagraph or Clause shall remain in effect. Art. 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 2.1 The Work to be performed under this Contract shall be commenced upon receipt of a signed Agreement Betwe;i,Owner and Contractor. 2.2 The Contractor shall achieve Substantial Completion of the entire Work not later than April 15, 1989. 2.3 When the Work, or any separate portion thereof, is substantially complete, Owner shall have the right Vi occupy same without violating any terms of the Contract. In case of prior occupancy, Owner and Architect shall inspect area to he occupied and Architect will list items of lite Work yet to be completed or corrected to indicate progress or status of Contract to date of occupancy of area designated. This grant of prior occuriancy will he set,forth in a Certificate of Substantial Compiletion indicating areas to be occupied, items of the Work to be completed or corrected, date of occupancy and signed by Architect.,Owner and Contractor indicating approval of such occupancy. Owner shall protect Contractor against any damage that may be caused by prior occupancy and shall cooperate with Contractor to expedite the Work to its completion. Occupancy of areas designated docs not relieve Contractor in any way of completion or correcting any itern of the Work that is fcmrnd in noncompliance with Contract Document upon final inspection of the Work as a whole. Art. 4 PROGRESS PAYMENTS 4.3 Not later than ten days folowing the end of the period covered by the Application for Payment ninety-five percent (950,40)of the portion of the Contract Sum properly allocable to labor,materials and equipment incorporated in tl,e Work and ninety-live percent(95%)of the portion of Contract Sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in wr:ting, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Owner, and upon Substantial Completion of the entire Work, a sum sufficient to increase the total payments to ninety-rive percent(95%) of the Contract Sum, less such amounts as the Architect shall determine for all incomplete Werk and unsettled claims. The amount retained after Suhstwitiril Completion of Work for all incomplete Work and unsettled claims will not be less than two hundred percent(2.00%)of the value of incomplete Work and unsettled claims. "Retainage" means the difference between the amount earned by the Contractor on the Contract and the wimount paid on the Contract by the,Owner. Page F. - I w_ 9901 DIVISION E SUPPLEMENTARY CONDITIONS Art. 7 CONTRACT DOCUMENTS 7.5 Miscellaneous Definitions: The term "provide"as used in Sections of Specifications shall be understood to require the inclusion of all labor necessary to produce the construction required by the Section and all materials, systems and equipment incorporated in Work of the Section. I g The term "furnish"as used in a Section of the Specifications shall be understood to only require supplying to the project site, including delivery and unloading, the therein specified materials and equi;oment to be incorporated or placed in the construction. 7.6 Execution, Coorelation, Intent&. Interpretations: Should any discrepancy arise between elements of the Contract Documents, precedence shall be given in the folowing order: 1 The Agreement .2 The General and Supplementary Conditions .3 The Specifications .4 The Drawings Art. 13 CHANGES IN THE WORK 1 13.4 When a Change Order with cost to Owner is determined by-,ost and a percentage fee, the percentage f-e shall l-e a maximum of fifteen percent(15%). This fee has been determined to be a reasonable allowance for overhead and profit of the Contractor and affected Subcontractors. When computing Change Orders with cost to Owner, superintendence, performance bond, and insurance shall be considered a part of overhead. Costs to the Contractor and to Subcontractors shall be actual costs for materials, labor(including fringe benefits), taxes, transportation and other items of labor and materials. Art. 17 INSURANCE 17.7 At all tunes during the performance of die Work, the contractor shall carry liability anti property damage insurm ,e covering all operations of the Contractor and all persons employed directly or indirectly by the Contractor upon or in a,.nnection with the Work. Policies shall be in form and with insurance company or companies satisfactory to the Owner and licensed to do business in the State of Oregon. This policy shall be the primary insurance, exclusive of any insurance carried by the Owner, and the insurance evidenced by -ertificate shall he exhaused fust, notwithstanding the fact that the Owner, have other valid collectible insurance coveritig the same risk. f 1 "fhelicy limits for damages for bodily injury,In g y ' J ry, including death and for property damage shall not be less than $500,000.00 combined single hatit per occura ice. Contractor's insurance shill include coverage against loss due to explosion, callapse and underground drunagr,. Page E - 2 K9o1 DIVISION E SUPPLEMENTARY CONDITIONS fArt_ 18 CORRECTION O" WORK I 18.3 The obligations of the Contractor relative to defective Work shall not extend to Owner's existing material and equipment to be reused in the Work when the Contract Documents do not require the Contractor to correct ceMiin defects or to examine that material and equipment, or a component part of such, for a particular defect and a defect.occurs where no examination or corrective work was required. Art. 21 WAGE RATE LAW AND CERTIFICATION FORM 21.1 The Contracwr shall comply with all privisions of URS 279.350 regarding the payment of the prevailing rate of pay for workers upon public works. Reference is made especially to the requirements of ORS 279.348 to 279.356 which relate to wage !,ates to paid on public works. The minimum rates of wage to be paid to workers on this project shall be as published by the State Bureau of Labor and Industries for the area of the project. The Contractor and Subcontractors shall execute and submit to the Owner certificates and affidavits pertaining to wages paid once before the first payment,each time the prevailing wage rate changes, and once before final payment is made of any sum due on account of a contract for a public work. I I F'ti • F' � ltwlw-Lq / t IkF WjUkF immm _ PREVAILING IMAGE RATES i for Public Works Contracts in Oregon I O O * 7H . 0 N 1859 �r qp �0 Mary Wendy Roberts Commissioner Effective January 1 , 1989 Bureau of Labor and Industries 9� � � it• � ! t i !� BUREAU OF LABOR AND INDUSTRIES Mary Roberts, commissioner �, z January 1 , 1989 This booklet contains the Prevailing Wage Rates for the building and construction trades in the State of Oregon. These rates are effective January 1 , 1989. These rates have been amended in accordance with ORS 279.348 through ORS 279.365. Prevailing Wage Rates are the minimum 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 affect at the time the bid specifications are first advertised are those that apply foi- the duration of the project, with one exception; if during the bidding process the Prevailing Wage Rates change, the public contracting agency 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 Prevailing 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 Wage and Hour Division in Portland (229-5750). MARY ENDY ROBES Commissioner Bureau of Labor and Industries PORTLAND SALEM EUGENE 1400 SW Sth Avenue 3865 Wolverine St.NE;E•1 165 E.7th Street,Suite 220 Portland,Oregon 97201 Salem,Oregon 97310 Eugene.Oregon 97401 MEDrORD COOS BAY BEND PENDLETON 700 E.Main 320 Central Ave.,Suite 510 1250 NE 3rd,Suite 8105 700 SE Emigrant,Suite 240 Medford,Oregon 97504 Coos Bay,Oregon 97420 Bend,Oregon 97701 Pendleton,Oregon 97801 AN EQUAL OPPORTUNITY EMPLOYER !1 ANNOUNCEMENT The Prevailing Wage Rates contained in this booklet generally reflect those rates determined for Oregon by the Secretary of Labor 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 75¢ each. GENERAL INFORMATION Information in this sectino and in the "Commonly Asked Questions" is meant to provide a convenient reference to Oregon' 3 Prevailing Wage Rate Law. It is in no way a complete statement of the laws and rules. ;f you hava 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: Bend 388-6330 Euqene 686-762.3 Medford 776 -6201 Pendleton 276-1884 Portland 22.9-5750 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 bp registered in a bonafide apprenticeship or training program of the U.S. Department of Labor, Bureau of Apprenticeship and ?raining (BAT) or with an'v State Apprenticeship 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 committee. All other workers must receive rates as published. Zone Pay In certain trades, the basic hourly rate of 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 the basic hourly wage upon whicit overtime is computed. January 1989 Pa Bid Specifications e The specifications for Pvery public works contract must include the current Prevailing Wage Rates in effect at the time the specifications are first advertised. A statement incorporating the existing rates by reference will not �3tisfy this requirement (ORS 2)9.352) . NOTF : If a public agency fails to include the Prevailing Wage Rates in the contract 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 benefits are in addition to the basic hourly rate. Fringe benefits means the amount for: a) medical or hospital care; pensions on retirement or death; compensation for injuries or illness resulting from an occupational activity, or insurance to provide any of IL-he foregoing;' b) unemployment benefits, life insurance, disability and sickness insurance or accident insurance; c) vacation aid holiday pay; d) defraying costs of apprenticeship or other similar programs; and e) other Such bona fide benefits. N01L : For the purpose of Prevailing Wage Rates, fringe benefits do not include any benefits which may be required by federal , state or ,ocal law (e.g. Workers ' Compensation, Unemployment Insurance, etc . ) . Fringe beneFits may be paid to the worker in cash or to a third p.;rty aoni;rnistering a fringe benefit program. When an hourly rate in excess if 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 hours in a day or 40 hours in a week must be paid overtime for each additional hour so worked (ORS 279 .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 pi.,y differentials do. Work performed on Saturday, Sunday or legal holidays must also be compensated at time and one-half .T Legal holidays for purposes of Prevailing Wage Rates include the following: 1 ) New Year' s Day on Jilouary l ; 2) Memorial Day on the la,,t 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 signatory to a collective bargaining agreement may be subject to different overtime requirements (ORS 279 .334[3]) . Page 2 January 1989 Certification of Payroll The law requires eve-y contractor and subcontractor to file certain information on wages paid to each worker employed on 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 well as the information required on the weekly payroll side of the form. A copy of Form 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 ori the project and once before the final inspection of 'the project by the public contracting agency; in addition, for projects exceeding_ 90 days, submissions are to be made at 90 day intervals. Payroll information is to be filed with both the public contracting agency and the Wage and Hour Division, Bureau of Labor and Industries, 1400 S.W. Fifth Avenue, Portland, Oregon 91201 . The payroll information must be kept by the contractor and or subcontractor for three years . COMMONLY ASKED QUESTIONS 1 ) What are "Prevailing Wade Rates?" A prevailing wage rate is the minimum wage, including fringe benefits 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?" i 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 nrojects (Owner/Operator) is not required to be paid the PWR. 3) What about contracts when Federal funds are ised? When more 1.hin $2,006 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 (2.21 -305!) . However, in the event that federal funds are involved, but the contract is not regulated under Davis Bacon, Oregor's Prevailing Wage Rates Statutes may apply (ORS 279.348 - 279 .365) . January 1989 Page 3 ■ COMMONLY ASKED QUESTIONS (Continued) 1r 4) I_ don't have a pension fund . How do I calculate fringe benefits? Workers must receive at a minimum the sum of the basic hourly rate plus all fringe benefits for each hour worked on a public works contract. F-ringe benefits may be paid either to a third party trust account or in cash directly to the worker. 5) What if the employees_are _non t paid on an hourly basis? All workers must receive at least the basic hourly rate of wage and fringe benefits for each hour worked on 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 be at least equal to the rates published. 6) How do I classify workers? Virtually all of tle job classifications/trades normally used in the construction industry are represented by the job classifications used in this PWR publication. These classification titles should be used according to common practice. Try to fit your workers into existing classifi( ations. If you have questions about how to classify workers, contact the Wage and Hour Division at 229-5750 in Portland or at one of the offices listed on page 1 of this booklet. Laborers who do basic work requiring no specific skills, training or knowledge are generally classified as Group 1 laborers. (Note that Landscapers are classified as Laborers, and Ornamental Ironworkers are classified as Ironworkers . ) 7) When are new rates determined? flow long are they effective? I Prevailing Wage Rates are determined once each ,year by the Commissioner of I the Bureau of Labor and Industries . 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 advertised are those that apply for the duration of the contract, with one exception. If during the bidding process the prevailing wage rate changes, the public contracting agency (not the contractor) has the option of amending the bid specifications to reflect such change. 8) 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 in or about the work-site. Rates need to be posted for the duration of the job. Contra tors and subcontractors who intentionally fail to post the PWR can he made ineligible to receive any public works contract for up to three years . Page 4 January 1989 COMMONLY ASKED QUESTIONS (Continued) 9) What can I do about a contractor who is not complying 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 (686-1623) , 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 or 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 coni-actor or subcontractor in order to pay the unpaid prevailing wages directly to the worker (ORS 279.314) . Contractors and subcontractors who intentionally refuse to ;iay 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 actio;i against the surety of the prime contractor for any unpaid prevailing wages. A list is kept of all contractors, 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 corporaticn. As a result, individuals who intentionally fail to pay or post the PWR are prevented from simply moving from one corporation to another. 11 ) How much do I pay apprentices? To qualify as an apprertice, 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. January 1989 Page 5 COMMONLY 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 ,-jork classification(s) of each employee; the rate(s) of wages and fringe benefits paid to each employee; the rates) 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 ublic_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 Contract" is to be filed with the Wage and Hour Division within 3C 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 Improvement 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 a contracting agency have any power to enforce payment of Prevailing Wage Rates on its up blic works projects? Yes . According to ORS 279. 314, all public contracts for work or services must contain a clause or condition permitting the contracting agency to pay a worker's past due wage claim, charging the payment against funds due or to become due to Oe contractor. I Page 6 January 1989 ' BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS _ ASBESTOS WORKERS DIVERS b DIVERS' TENDERS Including insulation of piping and other mechanical o Divers 43.62 3.67 surfaces. o Divers' Tenders 19.29 3.67 $15.40 ;4.03 Depth Pay and Enclzsure Pay are added to the BOILERMAKERS 20.58 4.80 Divers' Basis Hourly Rate to obtain the Total Hourly Rate for the diver. BRICKLAYERS/Stonemasons BASIC HOURLY HOURLY DIVERS' Area 1 18.28 3.68 HOURLY + DEPTH + ENCLOSURE .: TOTAL RATE PAY PAY HOURLY PAY Area 2 17.65 3.82 o Divers' Depth Pay Area 1 _Oept.h of Dive _ Hourly Depth Pay_______. Baker Hood River Polk Wallowa Clackamas Malheur (a) Sherman Wasco (b) 50-100 ft (`total ft- 50]] x 1.00)/hr. Clatsop Marion Tillamook Washington 100-150 ft 50 + ([total ft-100] x J1.50)/hr. Columbia Morrow Umatilla Yamhill 150-200 ft 125 + ([total ft-150]] x 2.00)/hr. Gilliam Multnomah Union n Divers' Enclosure Pay(working without vertical Arca 2 escape) Distance Travelled Benton Douglas Josephine Linn In the Enclosure Hourly Enclosure Pam_ Crook Grant Klamath Malheur (c) Coos Harney Lake Wasco (d) 5 - 50 ft .50/hr Curry Jackson Lane Wheeler 30 - 100 ft .63/hr Deschutes Jefferson Lincoln 100 - 150 ft 2.13/hr 150 - 200 ft 4.63/hr a) North half 200 - 300 ft 4.63 + ([total ft-200]z .05)/hr b) North of the City of Maupin 300 - 450 ft 9.63 + ([total ft-300]x .10)/hr c) South half 450 - 600 ft 24.63 + ([total ft-450]x .20)/hr d) Including the City of Maupin and South thereof DREDGING CARPENTERS (see page 11) I o Leverman-Hydraulic 19.49 5. 17 CEMENT MASONS o Leverman-Dipper 20.21 5.17 o Asst. Engineer ZO.. (Base Rate): (including: Watch o Cement Masons 16.69 4.9 Engineer, Welderr Mechanic, Machinist) 18.88 5.17 o Composition Workers (includes installation o Tenderman of epoxy b other resinous toppings), and (Boatman Attending Power Mach. 0per. Dredge Pian); Fireman 18.43 5. 11 o Assistant Mate 11.01 4.97 (Deckhand); Oiler 18.04 5. 11 Zone Differential for Cement Masons D_RYWILL/WETWALL (Add to Zone 1 Rate) o Drywall (Accoustical and Zone 2 .65 Or all Applicator) 15.95 4.02 Zone 3 1. 15 o Wetwall (Lather) 14.70 5.27 Zone 4 1.70 Zone 5 2.75 ELECTRICIANS Zone 1: Projects within 30 miles of City Hall Area 1: in the cities listed below. Zone 2: Morr• 'ban 30 miles but less than 400 o Electricians 16.25 3.32 �- miles. o Cable Splicers 17.88 3.40 Zone 3: More than 40 miles but less than 50 - -- miles. Area 2: Zone 4: More than 50 miles but less than 80 miles. o Electricians 20.71 5.63 Zone 5: More than 80 miles. o Cable Splicers 21.15 5.66 Cities Area 3: Bend Corvallis Coos Bay Roseburg Eugene o Electricians 16.50 4.94 Pasco The Dalles Medford Longview K. Falls Salem Pendleton Astoria Portland Newport January 1989 Page 1 BASIC HOURLY FRINGE HOURLY FRINGE TRADES RA-FE BENEFITS TRADES RATE BENEFITS ELECTRICIANS (continued) ELEVATOR CONSTRUCTORS (continued) { Area 4: Area 1 Area 2 Where the cost of electrical work (labor and Umatilla All material) is less than or equal to $100,000: Wallowa Remaining Union Counties o Elertricians 17.45 3.04 Baker o Cabie Splicer 19.20 3.10 GLAZIERS Where the cost of electrical work (labor and material) is more than $100,000: Area 1 17.97 3.08 Area 2 13.76 1.12 o Electricians 17.95 3.06 o Cable Splicer 19.75 3.11 Area 1 Area 2 Area 5: All Counties Malheur except Malheur o Electricians 19.80 4.69 o Cable Splicers 20.55 4.72 HIGHWAY AND PARKING STRIPERS Area 6: _ 18. 14 1.05 o Electricians 17.20 4.12 u Cable Splicers 18.92 4.17 IRONWORKERS Area 1 Area 2 Are. 2(cont) Area 3 o Structural, -- - --�- - Reinforcing, Malheur Baker Umatilla Coos Ornamental, Gilliam Union Curry Riggers, Grant Wallowa Lincoln Fence Erectors, Morrow Wheeler Douglas (a) Signal Men 18.26 5.81 Lane (a) LABORERS (see page 11) Area-4 Area 5 Area 6 LIMITED ENERGY ELECTRICIANS Benton Clackamas Harney Crook Clatsop Jackson May only be used for electrical work not r)eschutes Columbia Josephine exceeding 100 va: Jefferson Hood River Klamath Lane (b) Multnomah Lake Area 1 9.50 2.26 Linn Sherman Douglas (b) Area 2 9.95 1.53 Marion Tillamook Area 3 9.44 2.00 Polk Wasco Area 4 9.69 2. 14 Yarnhili,r.) Washington Area 5 10.57 2. 17 Yamhill (d) Area 6 9.55 2.28 Area 7 S.88 1. 17 ,I) Those port*ons lyying west of a line North Area 8 9.11.0 2. 18 and South cram the NE corner of Coo, County Area 9 9.92 1.70 to the SE corner of Lincoln County Area 10 9.81 1.59 hl That portion lying east of a line running Area 11 10,65 1.66 North and South from the NE corner of Coos Area 12 12.78 1.69 County to the SE corner of Lincoln County Area 13 10.19 2.04 c) South half Area 14 10.54 1.84 d) North half Area 1 Clatsop, Columbia, Tillamook ELEVATOR CONSTRUCTORS Area 2 Clackamas, Multnomah Washington Ar-ea---3 Marion, Polk, Yamhili Area 1 Area-d Benton, Lincoln, Linn Area 5 Lane r Mpchanic 18.88 4.33 - a Areal Douglas o Helper 13.22 4.33 + a Area Coos, Curry o Probationary Helper 9.44 - A-F-PS-13 Jackson, Josephine AFFTI Hood River, Sherman, Wasco Area 2 AFe-a TO Crook, Deschutes, Jefferson Area R Klamath, Lake o Mechanic 19.22 4.33 4- areA�a 12 Gilliam, Grant, Morrow, Umatilla, o Helpper 13.45 4.33 + a Wheeler o Probatioi,ary Helper 9.61 - Area 13 Baker, Union, Walloua Area 14 Harney, Malheur a) Plus lO.P1L of basic hourly rate for employees with more than 5 years of service; 8.8% of basic hourly rate for 6 months to 5 year,; of service. January 190 Page 8 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES_ RATE BENEFITS LINE CONSTRUCTION MARBLE SETTERS (Includes Granite) Area 1 Area 1 19.28 3.68 Ione 1 (Base Rate): o Group 1 21.68 4.31 Area 1 o Group 2 19.59 4.24 TLacTer Hood River Sherman Wallowa o Group 3 15.35 4.09 Ci,;ckamas Malheur (a) Tillamook Wasco (b) o Group 4 16.89 3.34 Clatsop Morrow Union Washington u Group 5 14.78 3.27 Columbia Muitnvynah Umatilla Yamhill (a) o Group 6 13.90 3.24 Gilliam lone Differential (Ad(4 to Zone 1 Rate) a) Narth half b) North of the Cit( of Maupin Zone 2 2.40 PAINTERS b DRYWALL TAPERS Zone 3 3.15 Zone 4 3.90 Area 1 Zone 5 5.15 o Painter & Drywall Tapers 12.02 2.01 Group 3 receival Zone 1 Rate ONLY Area 2 o Brush 13.21 3.26 (No Zone Differential) o Spray, sandblasting, other pressure blasting over Area 2: 3000 psi, and o Cable Splicers 18.06 2.88 steam cleaning 13.71 3.26 o Journeyman Lineman 16.42 2.82 o Wall covering including: o Line Equip. Mech. paper hinging, gilding, (Right of-way) 15.55 2.79 and mural painting 13.71 3.26 o Line Equip. Oper. 14.81 2.77 o Bridges or over 50' o Line Equip. Srvcman 14.57 2.76 -Brush 13.96 3.26 o Groundman 11.55 2.65 -Spray 14.46 3.26 o Drywall Tapers 15.71 4.29 Area 1 M-counties except Malheur County Area 1 Area 2 MaT Fe-r County R-e-mi-ining k.ounties Zone l: 0 to 3 miles from the geographical center of Medford and Portland PLASTERERS_ Zone 2: 0 to 20 miles from the geographical -�- center of Astoria, Baker, Burns, Bend, Area 1 17.35 4.02 Corvallis, Eugene, Klamath Falls, Area 2 17.18 4.01 Lakeview, Longview, Pendleton, Salem, ^7seburgg The Dalles, Umatilla (NOTE:: Area 1 Area l(cont) Area l(cont) Area 2 for PortSand and Medford, Zone 2 is 3 to 20 miles) Benton Deschutes Lincoln (b) All Ione 3• 7.0 to 35 miles radius Coos Harney Linn (b) remaining longi 35 to 50 miles radius Crook Jeffer;on Wasco (b) counties 7o_n_e 3 Over 50 miles radius Curry Klamath (a) Wheeler (b) Douglas Lane Groin 1Gru�2 a) Northern one-third b) South half Cable Splicers Certified Lineman Welder Leadman Pole Heavy Line Equipment Man PLUMBERS a STEAMFITTERS/PIPEFITTERS Sprayer Lineman Pole Sprayer Area 1 (Both) 19.08 4.85 Area 2 (Both) 21.75 4.91 Group 3 Grp!t Area 3 (Both) - - --0n projects less than 20 000 sq. ft. free Trimmer Line Equipment Man T-71 3.23 -0n all other projects Group 5 Grou 6 11.50 4.00 Head Groundman Groundman Area 1 Area 2 Area 3 Jackhammer Man Powderman Baker Grant (b) All remaining counties Harney (a) Morrow Area 2 Malheur Umatilla 15[alheur County Wallowa Union a) Except Northwest Portion b) Except Southwest Corner POWER EQUIPMENT OPERATORS (see page 11) January 1989 Page 9 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS_ TRADES RATE BENEFITS ROOFtRS SOFT FLOOR LAYERS T Area 1: Area 1 15.15 3.42 + b o Roofers 15.10 3.70 Area 2. 12.99 2.01 o Handling coal tar pitch 16.61 3.70 b) plus 4% of basic hourly rate for employees with less than one year of service, 6% for Area 2: thorn with more than one year. o Roofers(a) 15.04 2.93 Area 1 All counties except Malheur County Area 3: Area 7 - Malheur County o Roofers 14.15 2.10 (Add $1.50 per hour to Fringe for work SPRINKLER FITTERS 20.30 3.90 with irritable Bituminous material.) TENDERS TO MASON TRADES Area 4: o Roofers 14.75 3.35 Tenders for Bricklayers, Tile Setters, Marble (Add $2.00 per hour to Fringe for work Setters and Terrazzo Workers; Topping for with irritable Bituminous materials) Cement Finishers and Morter Mixers. Area 5: o Roofers 11.55 3.55 14.71 3.90 (Add $3.00 per hour to Fringe for work with irritable Bituminous materials) TENDERS TO PLASTERERS Area 1 Area l(cont) Area 2 Area 2(cont) 14.22 3.90 Baker Multnomah Benton Klamath TILE SETTERS Clackamas Sherman Coos Lake Clatsop Tillamook Crook Lane Area 1 17.10 3.55 Columbia Wasco Curry Lincoln Jefferson Washington Deschutes Linn Area 2 16.05 2.65 Gilliam Wheeler Douglas Marion Grant Harney Polk Area 1 Area 1(cont) Area_2 Area 2(cont) Hood River Jackson Yamhill Josephine Baker Polk Benton Josephine Clackamas Sherman Coos Klamath Area 3 Area 4 Area 5 Clatsop Tillamook Crook Lake MaT(�eur (lrrUM a gar- Columbia Umatilla Curry Lane Union Gilliam Union Deschutes Lincoln Hillowa Hood River Wallowa Douglas Linn Malheur(a) Wasco (b) Grant Malheur (c) SHEETMETAL �nRKERS Marion Washinton Harney Wasco (d) Morrow Yamhill Jackson Wheeler Area 1 Building Trades Multnomah Jefferson Journeyman 16.80 4.85 Architectural (a) a) North half c) South half Journeyman 14.64 4.12 b) North of Maupin d) Maupin and south uiereof Area 2 16.28 3.01 Area 3 18.86 4.11 TILE b TERRAllO HELPERS Area 4 16.34 2.99 Area 1 13.32 2.20 Area 1 Benton Gilliam Linn Tillamook Area 1 Clackamas Grant Marion Wasco Clatsop Harney Multnomah Washington Baker Hood River Sherman Wallowa Columbia Hood River Polk Wheeler Clackamas Gilliam (a) Tillamook Wasco (b) Crook Jefferson Sherman Yamhill Clatsop Morrow Umatilla Washington Deschutes Lincoln Columbia Multnomah Union Yamhill (a) Malheur (North Halt') Yamhill (North Half) Area 2 Area 3 Area 4 Area 4 (cont) Wasco (North of Maupin) Aa-ker Morrow CoososJ-ephine Malheur Umatilla Curry Klamath TRUCK DRIVERS (see Page Il) Union Douglas Lake Wallowa Jackson Lane WELDERS; RIGGERS Receive rate for craft performing operation to a) Architectural work i! Job-site exter•ir;r work which welding and rigging are incidental. only on gutters downspout s, scuppers, con- ductor heads, flashin metal roofing and siding, *********************** including job-site roll formed, decking, louvers, gravity type ventilators, facia, soffits window wall, column covers, pre -engineered metal buildings and sandwich typpe wall systems such as Alucobond, Robertson,_ Molencu or Inryco. January 1989 Page 10 BASIC BASIC DOURLY FRINGE HOURLY FRINGE TRADES _ RATE BENEFITS TRADES RATE BENEFITS CARPENTERS,,LABORERS, POWER EQUIPMENT OPERATORS CARPENTERS (See preceding column for explanation 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 four trades: Zone 1 (Base Rate):"` The lower rate applies to all public works o Group 1 14.79 11.17 3.61 projects of less than $1.0 million. The lower o Group 2 14.91 17.92 3.67 rate also applies to projects under $1.5 million o Group 3 14.99 18.02 3.67 involving the construction, reconstruction, major o ,roup 4 15.11 18.17 3.17 renovation or painting of buildings, bridges or o Group 5 14.87 17.87 3.67 docks. (When the =mount is between $1.0 and $1.5 o Group 6 14.95 17.97 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 do not Zone rates for Carpenter Groups 3 include the cost cf underground ut ditieTTi.e.r through 6 are listed below. the amount of the contract dedicated to facilities for electricity, water, gasr sewerage including Zone Differential for Groups 3 through 6 Only storm water, and coniniunications) which are five (Add tc Zone 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 1.76 NOTE: In determining whethrr or not the lower Zone 5 1.95 rates 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 by the distance between the project site and either 1) the worker's residence or 2) City Hall of a reference city for the appropriate group shown below, whichever is ZONE RATES AND DESCRIPTIONS closer. Zone Differential for Carpenters (Groups 1 and Zone 1: 0-30 miles. 2onl ), Laborers, Power�ui pment operators one _ 30-40 miles. amuck Drivers one • 40-50 miles. -- 2one 4. 50-60 miles. (Add to Zone 1 Rate) To-ne3 60-10 miles. 01 ne_F-.' Over 70 miles. Zone 2 .65 Zone 3 1.15 Cities for Groups 3 and 4 Zone 4 1.10 Zone 5 2.75 Corvallis Longview North Bend The Dalles Euyene M,dford Portland Zone 1: Projects within 30 miles of City Hall in the Cities listed below. Cities for, Groups 5 and 6 Zone 2: Mcre than 30 miles but 'ess than 40 miles. Astoria Eugene Newport Salem Zone 3: More than 40 miles but less than 50 Bend Klamath Falls Portland The Dallps miles. Coos Bay Medford Roseburg Zone 4: More than 50 miles but less than 80 miles. Grou�l Grou 2 tJ Zone 5: More than 80 miles. --- Auto. Nailing Machine Floor Layers b Finishers Cities Carpenters Stationary Power Saw Form Stripper Operators Albany Eugene Longview Portland Manhole Builders Wall R Ceiling insulators Astoria Goldendale Madras Port Orford Baker Grants Pass Medford Reedsport Grou- a group 4 Bend Hermiston McMinnville Roseburg Brookings Hood River Newport Salem Millwrights Certified Welders Burns Klamath Falls Oregon City The Valles Machine Erectors Coos Bay La Grande Ontario Tillamook Corvallis Lakeview Pendleton Group 5 Group_6 f! Bridge, Dock b Wharf Boom Men Builders Piledrivermen January 1989 Page 11 BASIC BASIC HOURLY FRINGE HOURLY FRINGt I 1RAC'S _ RATE BENEFITS TRADES_ _ RATE BENEFITS IABORER,'1 LABORERS (continued) 1 LESS THAN a) Including Put lender for same, applying 100% 100% protective material by hand or nozzle on utility lines or storage tanks on project /one 1 (Base Rate):? b) Power saw o Group 1 11.17 13.34 4.90 c) And similar types o Groip 2 11.45 13.69 4.90 d) Con,:rete, rock, etc. o Group 3 11.69 13.99 4.90 e) Charred Materials o Group 4 11.89 14.24 4.90 f) Of ail materials of an irritating nature o Group 5 9.00 10.00 4.90 including carrient and lime o Group 6 8.50 8.50 4.90 g) Includes, but not limited to: Dry Pack Machine, Jackhammer, Chipping Guns, Paving Breakers, Vibrators (less than 4" diameter) Group1 Asphalt Plant Laborers General Laborer *** Groip 3 Asphalt Spreaders Guardrail Median Batch Weighman Rail (cl Asbestos Removal Power Saw Operators (d) Broorners Leverman or AA9regate A phalt Rakers Pumperete Nozzleman Brush Burners/Cutters Spreader (d) fit Grinder Sand Blasting (dry) Carpenter Tender Material Yard Man (e) Concrete Saw Operator Sewer Pipe Layers Car b Truck loaders Powderman Tender Drill Doctor Sewer Timberman Change-House Man Railroad Track Laborers Drill Operators (a) Track Liners (e) Choke Setter Ribbon Setters (f) Gunite Nozzleman Tugger Operator Chipper Operator (a) Rip Rap Man (Hand High Scalers, Tunnel-Chuck Tenders, Clean-up Laborers *** Placed) Strippers, Drillers(b) Nippers, Timberman Concrete Laborers Road Pump Tender Laser Beam (c) Vibrator 1,4" and larger) Culvert (hand labor) Sewer Laborer Manhole Builder Water Blaster Curing, concrete Signalman Powdermen Welder Demolition, wrecking Skipman and nxw ing *** Slopers a) Air Tracks, Cat Drills, Wagon Drills, Driller 'ender Sprayman Rubber-minted drills, and other similar Dry-shack Man Stake Chaser types Dumpers, road oiling Stockpiler b) Covers work in Swinging Stages, chairs crew Timber Faller/Bucker or belts under extreme conditions unusual Dumlvnen for grading (Hand Labor) to norma drilling blasting, barring-down, crew loolroom Man (Job site) or sloping and strippping Elevator Feeders Tunnel Bull Gan I c) Pipe laying, applicable when employee Fine Graders (Above Ground asslpnQd to move set up, align Laser Beam. Fire Watch Weight-Man-Crusher (g) d) Bucking and falling Form Strippers (b) e) Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks a) ^ittsbl;rg or similar types h) Not swinging stages Group 4 c) Reference Post, Guide Post, or Right--of Way Marker Laser Beam (Tunnel), applicable when employee d) Flaherty, Loading 5 otters or similar types assigned to move, set-up, align laser beam e) Including ,electrical Tunnel M ners f) Includino steel forms Tunn6 Powderman g) Aggregate when used Grou 5** *** Laborers can tear off roofs, clean up or handle roofing materials only when at least one Flagger new story i; added or in demolition work, where no reroofing will occur. Group 6** Group 2 Fence Builder Landscaping or planting laborer Applicators (a) Gunite or Pot Tender **Groups 5 and 6 were formerly a single group. Brush Cutters (b) Handlers/Mixers (f) Nete the difference in rates between the two Burners Post Hole Digger, Air, groups now. Choker Splicer gas or electric Clary Power Spreader(c) Power Tool Operators (g) Clean-up Nozzleman Sand Blasting (wet) Green Cutter (d) Stake Setter Concrete Power Buggynwn Tampers Crusher Feeder Tunnel Muckers/Brakeman/ Demolition/Wrecking (e) Concrete Crew/Bull Grade Checker Gang (underground) Granite No7zleman lender (Group 2 continues top of next column.) 1 See page It for description of when rates less than 100% may be used See page 11 for zone rates and descriptions January 1989 page 12 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS POWER EQUIPMENT OPERATORS' POWER EQUIPMENT OPERATORS (continued) LESS THAN Group 3 100% 100% - Air Filtration Hydrographic Seeder Zone 1 (Base Rate):2 Equipment Machine (e) o Group 1 13.04 16.24 5.17 Asphalt Plant Fireman Hydrostatic Pump o Group 2 13.19 16.42 5.17 Ballast Jack Tamper Mixer Box Operator (f) o Group 3 13.31 16.58 5.17 Bell Boy, Phones, etc Motorman o Group 4 13.47 16.78 5.17 Broom Operator (a) Pu ill Operator o Group 5 13.51 16.82 5.17 Bucket Elevator (any type) o Group 6 13.59 16.93 5.17 Loader (b) Pump Operator (g) o Group 7 13.65 17.00 5.17 Cement Hog Ross Carrier Operator (h) o Group 8 13.76 17.14 5.17 Compressor Operator (c) Tamping Machine (i) o Group 9 13.83 17.23 5.17 Concrete Saw and Truck-counted Asphalt o Group 10 13.90 17.31 5.17 Concrete Curing Spreader (with screed) o Group 11 13.91 17.33 5.17 Machine (d) Welding Machine Operator o Group 12 13.99 17.43 5.17 Conveyor Operator Wire Mat or Brooming o Group 13 14.07 17.53 5.17 Hydraulic Pipe Pr*s�; Machine Operator o Group 14 14.27 17.77 5.17 o Group 15 14.42 17.96 5.17 a) Self-propelled on job site o Group 16 14.62 18.21 5.17 b) Barber Greene and similar type o Group 17 .4.78 18.41 5.17 c) Any power, under 1250 cubic feet total o Group 18 14.98 18.66 5.17 capacity o Group 19 15.12 18.84 5.17 d) Riding type e) Straw, pulp or seed Group 1 f) C.T.B. Orybatc,�, etc. g Any power, 4 inches and over Assistant Conveyor Partsman (tool room) h) On ob site Operator Pump Operator (a) 1) Mec9anical self-propelled Brakeman/Switchman Oiler (b) Crusher Feederman Scaffolding Operator (c) Group 4 Deckhand Switchman Guardrail Punch oiler Combination Mixer & Helicopter Hoist Operator C(mpressor (a) Hydra Hamner or similar a) Under 4 inches Compactor, including types b) Including Plant, Crane, Crusher, Guardrail Vibratory Locomotive, under 40 tons Equipment, and Trenching Machine Compressor (Any Lull Hi-Lift Operator (d) c) Self-propelled Power (b) Pavement Breaker Concrete Mixer Pump Operator (e) Group Z Operator (c) Roller Operator, Oiling Floating Equipment C.T.B. A-Frame Truck Helicopter Radioman Fireman Screed Operator Operator (a) (Ground) Fork Lift, over 5 ton Service Oiler (Greaser) Aur,er Oiler (f) Blade Operator (b) Roller Operator (gg) a) Gunnite work B.iatman Tar Pot Fireman (li) b) Over 1,250 cu. ft. total capacity r.rane Fireman (c) Temporary Heating Plant c) Single drum, under five bag capacity Driller Tender Operator d) Or similar type Fork Lift or Lumber Truck Crane Oiler/ e) More than 5 (any size) Stacker i1) Driver (1) Grade Checker Tugger, or Coffin type Group 5 Grade Oiler (e) Hoist Operator Heavy Duty Repairman Welder's Tender Chip Spreading Machine Pulva Mixer or similar I Tender Operator types Concrete Batch Plant Slip Form Pumps power a) Single drum Quality Control driven hydrad is b) Pulled type Operator lifting device for c) 411 equipment except floating Elevatir Operator concrete forms d) On job site Extrusion Machine Sweeper, Wayne type (h) P) Required to check grade Hoist, single drum Tractor (c) f) Including combination guardrail machines Limp Spreading (a Trenching Machine (d) g) Grading of base rock (not asphalt) Power Jumbo, setting Wagner Pactor (e) h) Including power egitated type slip forms, etc. in 1) 25 ton capacity and over tunnels. a) On job site b) Self-propelled on job site c) Rubber-tired 50 H.P. flywheel and under d) Maximum digging capacity 3 ft. depth P) or similar type without blade 1 See page 11 for description of when rates less than 100% may be used 2 SPP page 11 for zone rates avid descriptions January 1989 Page 13 tSA',TC �•r HOURLY FRINGE HOURLY FRINGE TRADES RATE BENEFITS TRADES RATE BENEFITS POWER EQUIPMENT OPERATORS (continued) POWER EQUIPMENT OPERATORS (continued) Group 6 Drill Cat Operator Stationary Drag Scraper -— Drill Doctor Surface Heater and Asphalt Burner and Concrete Spreader Planer Reconditioner Curb Machine (b) Drill Doctor (Bit Tractor (g) Cast-In Place Pipe Loaders (c) Grinder) Tractor (h) Laying Machine Maginnis internal Full Grizzly Crusher Trench Machine (1) Concrete Finishin, Slab Vibrator Machine (A) Pavement Grinder and/or a) 5 ton capacity or less Concrete Joint Machine Grooving Machine (d) b) 0^ similar type crane-hoist Concrete Paving Machine Rock Spreaders (e) c) And similar types Concrete Planer d) All types e) Track type 3/8 cu. yds. a) Clary, Johnson, Bidwell, Burgess, Bridges f) Front end and overhead, 2 1/2 cu. yds. and under Deck or similar type 4 cu. yds. b) Mechanical Berm. Curb and/or Gutter gg) With boom attachments c) Rubber-tired type, 2 1/2 cu. yds. and under h) Rubber-tired over 50 H.P. flywheel d) Riding type 1) Maximum digging capacity over 3 ft. depth e) Self-propelled Group 10 Groue 1 Bargr Jperator, Compactor, multi-engine A-Frame Truck (a) Grouting Machine sel; loading Dozers and Pushers (c) Ballast Regulator Hydraulic, Backhoe (e) Bulldozer (a) Driller (d) Ballast Tamper (b) Locomotive, 40 tons b Cable Plow (any type) Jack Operator/Elevating Beltcrete over Combination H.D. Barges Boom Truck Pot Rarttner Mechanic-Welder (b) Churn Drill/ Earth Pumperete Operator (any Boring Machine type) a) Twin engine (TC 12 and similar) Concrete Mixer (c) Roller (any asphalt mix) b) With dispatcher and/or required to do both Concrete Pump Shuttle Car c) Rubber--tired (Michigan, Cat, Hough type) Elevating Grader (d) Tie Spacer d) Percussion, Diamond, Core, Cable, Rotary Fuller-Kenyon and Tower Mobile Operator and similar type similar Track Liner Group it a) Double drum b) Multiple purpose Clamshell,Hoe, etc.�a) Dragline c) Single drum, five bag capacity and over Combination Guardrail Grade-Alls (a) d) Tractor towed requiring operator or grader Machines (b) Mixer Mobile e) Wheel type 3/8 cu. yds. and under with or Concrete Breaker Mucking Machine (tunnel) without front end attachment 2 1/2 cu. yds. Crane Operator (c) Shovel and under (Ford, •John Deere, Case type) a) Under 1 cu. yd. Group a b) i.e., Punch, Auger, etc. - c) 25 tons and under Asphalt Paver Operator Diesel--Electric Batch Plant and/or Engineer (c) Group 12 wet mix (a) Generator Operator Belt Loader (b) 5atch Plant and/or Paddle Wheel, Auger Type Wet Mix (a) Piledriver (not crane a) One and two drum Blade Mounted type) h) Kolman and Ko Cal types Spreaders ( b) Reinforced Tank Banding c) Plant, Crusher, Generator, Floating Blade Operator Machine (K-11 or Elevating Loader, (c) similar) group 9 Hoist, two or more Rubber-tired Scraper (d) drums Shield Operator As It Plant Operator Guardrail Punch and Single Scraper (e) Bolt-Threading Machine Auger (d) Boron-Type Lifting H.D. Mechanic and Welder a) 3 unitF or more Device (a) Harmrer Operator b) Ulrich and similar types Boring Machine Hydraulic Backhoe (e) c) Athey and similar Bulldozer Lift Slab Machine d) Single and twin engine Cherry Picker (a)(b) loader (f) e) With Push-pull attachment, , self loader Chicago Boom (c) Machine Tool Operator Compactor with Blade Pipe Cleaning, Doping, Concrete Cooling Bending and wrapping Machine Machines Crusher Plant Operator Side -boom Cit (Group 9 continues top of next column.) it January 1989 PagF 14 BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADES RATE B.NEFITS TRADES RATE BENEFITS POWER EQUIPMENT OPERATORS (continued) POWER EQUIPMENT OPERATORS (continued) Group 13 a) Over 100 ton and including 200 ton b) Derrick Barge, 80 ton, but less than 150 ton Back Filling Machine Derrick, under 100 tons c) 12 cu. yds. and over Blade (a) Elevating Grader (e) d) 5 cu. yds. and over Blade, multi-engine Floating Clamshell,etc.(f) e) Over 80 ton and including 150 ton Blade Operator, finish Floating Crane (g) Bridge Crane Grade-all, 1 cu. yd. Group 18 Operator (b) and over Cableway Operator (c) Hoist (h) Band Wagons (a) Wheel Excavator (d) Concrete Paving Road Piledriver Operator Crane (b) Whirley (e) Mixer Shovel, etc (i) Floating Crane (c) Crane (d) a) in conjunction with Wheel Excavator a) Externally controlled by electronic, b) Over 200 ton mechanical hydraulic manes c) 150 ton but less than 250 ton b) locomotive Crane, Gantry and Overhead d) Over 200 ton c) 25 ton and over e) 150 ton and over d) Over 25 ton and including 40 tons e) Operated by Tractor Operator, Sierra, Eculid, Group 19 or similar F) Under 3 cu. yds. Floating Crane (a) Remote Controlled Earth g) Derrick Barge, less than 30 ton Helicopter (b) Moving Equipment h) Stiff Leg, Guy Derrick, or similar, 50 tons Under Water Equipment (c.) and over i) 1 cu. yd. and less than 3 cu. yds. a) 250 tori and over b) When used in erecting work Group 14 c) Remote or otherwise Rubber-tired Scraper (a) TRUCK DRIVERSI Tower Crane Operator LESS THAN a) With Tandem Scrapers r self-loading, Paddle _ 100%_ 100% Wheel, Auger type, finish and/or 2 or more units Zone I (Base Rate):2 o Group 1 13.09 15.73 4.10 Group 15 o Group 2 13.13 15.78 4.70 o Group 3 13.17 15.83 4.10 Loader, 4 cu. yds., but less than 6 cu. yds. o Group 4 13.21 15.88 4.70 Rock Hound Operator o Group 5 13.25 15.93 4.70 u Group 6 13.33 16.03 4.70 Grou 16 o Group 7 13.41 16.13 4.70 - o Group 8 13.49 16.23 4.10 Autograder or Floating Crane (Derrick o Group 9 13.57 16.33 4.70 "primmer" Barge) (c) o Group 10 13.11 16.50 4.70 Automatic Concrete Loader (d) o Group 11 13.79 16.60 4.70 Slip Form Paver Rubber-tired Scraper (e) o Group 12 13.87 16.70 4. 10 Cableway (a) Shovel (f) o Group 13 13.95 16.80 4.70 Concrete Canal Line landem Bulldozer (g) o Group 14 14.03 16.90 4.70 Crane (b) Wheel Excavator (h) Floating Clamshell, Whirley, 80 ton and under Work Group etc., 3 cu. yds. and over A Frame or Hydra-lift Truck w/load bearing surface. . . . . . . . . . . . . 2 a) 25 tons and over b) Over 40 ton and including 100 tun Battery Rebuilder . . . . . . . . . . . . . 1 c) 30 ton but less than 80 ton d) 6 cu. yds., but less than 12 cu. yds. Bus or Man-Haul Driver. . . . . . . . . . . 1 e) With Tandem Scrapers, multi-engine f) 3 cu. yds., but less than 5 cu. yds. Concrete Buggies (Power operated) 1 g) Quad--nine and similar h) Under 750 cu. yds. per hour Drivers and Helpers handling 53cked Cement--add 150 per hour Group 11 Dump Trucks, Side, End and Bottum Canal Trimmer Loader (c) Dumps, including Semi-Trucks and Crane (a) Shovel, etc. (d) trains or combinations thereof: Floating Crane (b) Whirley (e) 6 cu. Vs. and under . . . . . . . 1 Over 6 cu. yds. and inc. 10 cu. yds 3 Over 10 cu. yds. and inc. 20 cu. yds 6 (Group 17 continues top of next column) Over 20 cu. yds. and inc. 30 cu. yds 1 1 See page 11 for description of when rates less than 100% may be used. 2 See page 11 for zone rates and descriptions. January 1989 Page 15 1_1 -_ M I T' BASIC HOURLY FRINGE. J TRADES RATE BENEFITS TRUCK DkIVERS (continued) T Over 30 cu. yds. and inc. 40 cu. yds 8 Over 40 cu. yds. and inc. 50 cu. yds 9 Over 50 cu. yds. and inc. 60 cu. yds 10 Over 60 cu. yds. and inc. 70 cu. yds 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 Dumpst.ers or Similar Equipment--all sizes . . . . . . . . . . . . . . . . . . . 5 Flaherty Spreader Driver or Leverman. . . . 4 lift Jitneys, Fork Lifts--all sizes -used in loading, unloading & transporting material on job site. . . . . . . . . . . . 1 Loader and/or Leverman on Concrete Dry Ratc_h Plant, manually operated. . . . . . . 1 low Bed Equipment, Fiat Bed Semi- Truck and Trailer or Doubles trans- porting equipne-nt or wet rr dry materials . . . . . . . . . . . . . . . . . 4 Lubrication Man, Fuel Truck Driver, Driver, Tireman' Wash Rack, Steam Cleaner o, combination. . . . . . . . . . . 2 Lumber Carrier, Lr;ver-Straddla Carrier-used in to--ding, unloading and transportation or materiel on set site. . . . . . . . . . . . . . . . . . . . 4 Oil Distributor Driver or Leverman. . . . . 4 Pilot Car . . . . . . . . . . . . . . . . . 1 Slurry Truck Driver or Le%,erman . . . . . . 3 Solo Flat Bed ana Misc. Body Trucks-- 0-10 tons . . . . . . . . . . . . . . . . . i Transit Mix and Wet or Dry Mix Trucks: 5 cu. yds. and snider . . . . . . 1 Ore- 5 cu. yds. and inc. 7 cu. yds . . . 5 Over 1 cu. yds. and inc. 9 cu. yds . . . 6 Over 9 cu. yds, and inc. ?1 cu. yds. . . 7 Over 11 cu. yds. and inc,. 13 cu. yds 8 Over 13 cu. yds. and inc. 15 cu. yds 9 team Drivers. . . . . . . . . . . . . 2 Tireman, full-time basis. . . . . . . . . 3 Truck Helper. . . . . . . . . . . . . . . . 1 Truck MF,hanic--Welder- Body Repairman. . . 6 Truck Mechanic Helper . . . . . . . . . . . 1 Water Wagons (Rated Capacity) up to: i1600 gallons . . . . . . . . . . . 1 1$00 to 3000 gallons . . . . . . . . . . 3 j00 to 5000 gallons . . . . . . . . . . 4 5000 tc 1000 gallons . . . . . . . . . . 6 7006 to 10 000 ggallons . . . . . . . . . 7 10,000 to 15,000 gal'ons . . . . . . . . 8 Winch Truck -takes classification of truck on which O nch is mounted 1 SPP page 11 for descriTtion of when rates le's than 100% may be used. See page 11 for zone ritei and descr?ptions. January 1989 Page 16 W p r_ c+ r --4•- u oe x I I C N OI W C QL c W li W d _ v o r zc I ^ U U O LL J U N •C r ¢W I O W a cu tf1 Z U N �• p r wuw 2 i Y oN ¢co i LL N O N 4 r — — d N cl O O _ T L ^r Z 00 0 a LL T O O-7 W I prxox r o ti •~ O►Q u N 7t s a _ cz h J C7 C Z ¢ Z 'i cc O O: I .. U W x Q K W O Q CD LL s z I W a - --- - 1 a' d rp OU. N Z W O j w 4 IfI +�•+ i �O Q d I C O y Q V) c o o _ K N p n � r a V � Z A C Q u Y C Q O c� 7 '7 N O N '1S bo 1G o v L 2 d �) d CY r- Y L) a L t+1 OC a 10 a Ll V, ca � r J C cO Y MidW3X3 — – � N �? w HIM 10 – - N L I u �- In a a Q Y Y c c r c o O t vi a v o. N O I C W V W b > r-- cr W ON W 1. Cl _m o O ? Q J L L Q C x w i u Z Q n z I I R Z � L OI X I I I EWAUIR v C L ro C ro 0 C I I u O d Y NE H C O••- w C L a ro I I V O� w L O a) Q 2 VIr C a c n r O V Q I t` W O L7 V w R N u x 1-- O C L p A D ro N q u a Q y = o A w a o .c o c Rcu L11 u u o L w z O A A K l41 - 2 V V L U L N L N In u J ro E w A w r y IwlC T 0. cL o u O w V vr oN nN .•+ N c c , U C� A c... R Q n L w p C u 0. S w N w L Vl L C w C r O C r o- Cl ro l a Q w 7 u•� u u ro u O ; R O a' Z 1. ro ro w l }. 1- c K 7 L Q.O •_. u D T U >.w V- a, Cl r ro > o ro c C) W n q w w o t. Lx u r u cr r L O N w 'N•--' >i O ucu " V v+ A u w v Inc n r w 33 " LA, v H- n C A C /-• V •� w L a w c �,. CL. u LJ w L C n w V r N w w w V N L J r L. C D W w N ro a n 4 z- . o w -z .+ a 7 w w Ur ww N Cw-- wv m o L . nm o_w cru Ww t L—-i V n•C e ~ L w u•••• •i- W L7 c > u p u�.� L aro L. atyr v w C In c y q LJ 41, O A 4• •^ E CLL O•� n w.-�-• .0 O W V = L V w C1 ro o 3 L n L u►- Z " C w T W V-c w L•.-W ^ A w �C ti N O T fY ro u u O+u D:L 7 Vl W N o u W Vw DLI H CIVI W W CU E u v 2 ,o^ „ tr o Z r -- H > ro w wa W r E w w L L]l W A C C u CL) C L ei u v E w ti N c c� 3 L, c A > on n" N wpw,Aav o > E Z L L '^ o•� o ro ar L W "D >� ur- O TC O 4- ..c-..V. O O 7 T n Lj V w C N z, an L- a) w C. 3 a L L T n L T U q V C a+ E Qi L N R O n V O L al w w ro L O TI C _ J N V N C w O c l0 Cr w w ro n u C O •row C L. a a— y G C w al L A ro r 17 N U w iny A L r Cw U w w U .- U O ro 0 N N A L Pro w A C y u 7 C V r•.- D'C y u RN C A ro O C u L w u ttG L o a N c 3 o A a • a > u A W V p A O C Nun V O P E n y1 I►C U L l q u V N cu C u O V v� A Q L^ w n 0 w A,: V q x > O b C O Q V u U L.--- Y V r c l n n c wbc o ro � lOn' Cuiu'a o s .+ Nr.c w w ro n O N l V N w w C u L. Om q 0 Cl , .O N A A ^b- FO d C V H w N c ^I w o L wu C ut• c R w w NO L L .L u N L •° w U V U > O 7 A >Y V q Lu L N N L R c r,-, >+ w L V w%• 1q. w•r O L w ro w w G+Q 6 n la Q U t w L OL. T 7 V 00 Lpp w OA .+ r IL u u T Cp w 7. . m ro•.. y q L, C O No i c o w ` o C Z c ; O rw. L T V r c t M.V .V >• w C V R y. L .» u N n A w A u W w M w o L aw/ ' >,L - O L 1 u w C R 01 ^ I N 3 N S ^ E C a' O C C r C, «I L A R w u w IN A V V L q ro J u ^� .Jwwc c «Jn ` L N O I y w V O \ ro >r A :1 R L .1 l- C L O u E w r ro O c' -� ro Iwv u wur ^Tvww a• w i n L w'Q. N w c v v V �I L yk I o w L 2 r. v c3 o r � w w w I " O r o m p A l �+ .+ A o w y r. D L C T L w •- b O O ro 0 S C1 y. fr^ c o I,. u 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 rP evai'Ting Wage Rate Law. Under this amended law, the contractor is required to pay not less than frinqe benefits as predetermired 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 ether i, 1' FRINGE BENEFITS -- Contractors who pay all required fringe benefits: A contractor who pays rTinge`ben-evils To approves plans, Tun s, 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, funds, or programs not less than the amount predetermined as fringe benefits for each craft. Any exceptions shall be noted in section 4(c). Contractors who pay no frin5e benefits: A contractor who pays no fringe benefits shall pay Yo—the employee,ann insert in the 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 payingg fringe benefits in rash directly to employees. Any exceptions shall be noted in Section 4(c). Use 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 crash in lieu of fringes. Any exceptions to Section 4(a) cr 4(b) , whichever the contractor may chec�, 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 shall 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 an amount notless than the predetermined rate plus cash in lieu of fringes as shown in Section 4(c). 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 rage. Column 7 - r.ross Amount Earned: Enter gross amount earned on this project. If part of the employees'- - wage wasearl projects other than the project described on 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. Column 8 - Deductions: Four columns are provided for showing deductions made. If more than Tour deductions should 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. If `.he employee worked on other jobs in addition to this project, show actual deductions from gross wage, but indicate that deductions are based on gross wages. Column 9 - Net Wages Paid for Week: Self-explanatory. Certified Statement Re uirzd by ORS 279.354: While this form need not be notarized, the erre Sts emeit is subject to the penalties provided by ORS 279.990. Accordingly, the party signing this required statement should have knowledge of the facts represented as true. Space has been provident between items (1 ) and (2) of the Statement for describing ar, deductions made. If all deductions made are adequately described in the "Deductions" column above, state "See Peductions column in this payroll ." See paragraph entitled "FRINIJ BENEFITS" above for instructions concerning filling out paragraph d of the Statement. 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O U [7 CT c O O i W 1- Q U LL U C) W w U 7 u _1 CY Q7 I- Cl p•, Z L Q 4 O 0 } cu M 4 y Q. V) O Ql J O 41 ECE ti E •Q L ' �•� I rtJ i Q7 Q _ N +� U � v N fo U Y i O i � I � N C1 O Z ♦r-+ y F~ S- u LY CL' I C ch Q V LAJ V, O 2 1- >- W Z m >. N -L. �O i W Q + N v X W ►- ro u = ►- v)v CXOuI Cl) C:cc E �o aOo o � �v�, o d a 0•LLw w Ow ��r 8901 DIVISION I SECTION 0 10 10 O NERAL REQUIREMENTS SUMMARY OF WORKS 1.01 SUMMARY A. The work indlides general ?lthF inr.hulino but not limited to, mcial studs, gypsum board, hollov metal frames and woad doors, carpeting, resilient floor. ig, '.ay-in acoustica', ceilings, painting, casework and mechanical and electrical revisions. B. Construct all Work covered by Contract Documents tinder single "lump sum" contract. There are no other contracts related bo Project. 1.02 CONTRACTOR'S USE OF PREMISES A. Confine operations and storage of material:to areas of site except as otherwise noted below. B. Do not it w-:rupt electric, gas, water, steam, or other service to existing shuctures without prior notice to the Owner and then only at a definite time and for a definite duration approved by the Owner. C. Protect sidewalks, asphalt.paving, concrete, shrubs, lawn and adjacent interior areas at all times from spillage of materials used in carrying out d is Work. Clean, repair, resurface or restore existing surfaces to their original condition, or completely replace such surfaces to match existing, where damaged by construction operations. D. Arrange with Owner for building security measures relative to access to existing building or service yard. Follow Owners instructions for maintainin;security and for Contractor's use of existing building spaces and facilities. 1.03 OWNER OCCUPANCY A. 'i'he Owner will maintain limited clerical staff at existing offices and work areas during Contract period. Cooperate with Metropolitan Area Communications Commission staff in aii to nstruLtion operations to minimize conflict. 1.04 WORK BY OTHERS A. Owner will remove or relocate all Owner's existing furniture and portable equipment to adjacent spaces, which is to remain OWmer's property, prior to Cont.rac'or's work in areas involved. END OF SECTION R,Ige 01 tl I iI - 1 8901 DiVISlON I SECTION 01045 GENERAL REQUIREMENTS CUTTING AND PATCHING 1.01 SECTION INCLUDES A. Minor demolition of existing partitior;, furring, ceiling, and relocation of existing casework,doors and frames. B. Protide cutting and patching work per requirements of this section except where otherwise specified in other sections. 1 .02 RELATED SECTIONS A. Providing clean-up in Section 01710, Cleaning. B. Providing certain cutting and patching as otherwise specified in sections in Divisions 1 thru 16, including cutting and patching required for mechanical anti electrical wo.k . 1 .03 QUALITY ASSURANCE A. Unless otherwise shown or specified, provide all InN)r and material necessary to execute cutting and patching. B. Each patch material is new and of kind, grade, size and quality identical to patched material. C. Installation and application of materials are of quality identical to or better than typical existing work similar Incations, but where surface of abutting work cannot be satisfactorily matchect, refinish entire surface of abutting work in same plane as new work to match surface texture of like type new work and, where material is factory finished, in material manufacturer's standard calor selected by Architect. D. Patches are made within existing work to match abutting work and made in manner to eliminate objectionable difference between patch work and adjoining work. If such is not practical, refinish entire plane of surface in patch occurs. E. All fluid applied materials are of same thickness and number of coats as for like locations. 1". Pattern, color, sheen and surface texture match existing work at like locations, but when factory finished material is not available of characteristics rnatchit,g existing, notify Architect wit1hin 14 days from commencement of Work of Contract. Architect will promptly make a reasonable s.lection from attainable factory finished material. Provide selected substitute without additional cost to Owner. 1 04 SALVAGE A. Salvage to Owner items ,is noted on Dray. tgs. B. Remove all salvage not no tell to save from mite. 1 .05 .VIATF,RIALS A. Products for patching work within existing structuresame quality and type material as required for like type new work, unless other material are noted or specified for that particular patch 1cx;ation. H. Wherr drawings indicate material to "match existing": Product same quality / pas for like new work in remcxtel areas and match as closely as possible existing surface texture, sheen and for factor; finished products, pattern and calor. i e 9901 DIVISION 1 SECTION 01045 GENERAL REQUIREMEN'T'S CUTTING AND PATCHING C. Preftnished "match existing" products: New, otherwise same in all respects as product to be matched, unless re-use of existing material is indicated. 1.06 PERFORMANCE A. Protect all adjacent surfaces where no work is required. B. Do all cutting and patching at existing structure required to make changes shown on drawings and to leave cut and patched to rfaces with finish to match existing where char es occur, unless other finish is shown. Patch in manner to give appearance of i,. ing original work. Where painting is required at patched surfaces, paint entire plane of surface in which patch occurs. C. Do all cutting, fitting and patching as required to make parts fit together properly. D. Do not endanger any part of work by cutting, excavating or otherwise altering new and/or existing work. E. Carefully remove items to he relocated. F. Clean-up, preparation and reinstallation is speed under"execution"pari of sections relating to each type of item. 1 .07 CLEANING UP i A. Clean up all rubbish produc�d from work of this section and remove form site. B. Where drawings and other sections indicate new materials and equipment replacing existing, remove replaced items from site unless item is shown relocated or specified turned over to Owner. END OF SECTION f t 13agc 01045 - 8901 DIVISION 1 SEC'T'ION 01060 GENERAL REQUIREMENTS REGULATORY REQUIREMENTS 1.01 Meet applicable requirements of following codes and referenced codes and standants cited in the below listed codes and standards when sp a c i f i c r e q u i r e m e n is o f these code=s are indicated on drawings or in other sections to be Project requirements. In addition,meet applicable requirements of amendments to referenced code and standards current to within 10 days before bid opening. A. Oregon Structural Specialty and Fin;& life Safety Code. This orae is the 1985 edition of Uniform Building Code (UBC) of International`cmference of Building Officials as amended by Oregon State Department if Commerce and Office o,f Oregon State Fire Marshal. B. Oregon State Phimbing Specialty Code and Administrative Rules. This code, with Oregon Depwiment of Commerce Supplement,based on the Uniform Plumbing Code of the International Association of Plumbing and Mechanical Officials, latest approved zAitiom. C. Oregon State I edianical Specialty Code and Mechanical Fire &.Life Safety Code. This cA -.v1di Oregon Department of Commerce;Supplemea based on Uniform Mechanical Code, latest approved edition,jointly of the International Asvociation of Plumbing and Mechanical Officials and the International Conference of Building Officials. D. Oregon State E',ectrical Specialty Safety Code per ORS 479.730. This cook based on the National Electrical Gde. Abbreviated clsewK rc in Contract Documents: NEC. E. Oregon Occupational Safety and Health Code(Oregon Adminis; alive Rules, Chapter 437). 1.02 Meet appFcable rcquirements of the Administrative Rules and Regulations of Oregon State Board of Health. 1 .03 Meet rules and regulations of local sensing utilities. 1 .04 Where requirements of drawings and specifications exceed those listed above and not prohibited by above requirements, drawings and specifications govern. 1.05 Should a change from drawings or specifications be necessary to meet a requirements of applir.able code, rule, regulation or lawful order, stop affected work and promptly advise Archite;;t. END OF SECTION i Page mono - i 1 8901 DIVISION 1 01300 OENERAL REQUIREMENTS SUBMITTAI.S 1.01 Submit shop drawings, prodvet data and materials lists for checking by Architect. Submit.five(5)copies containing all pertinent data and indicating nantc of n—..' , supplier and mpnu acuirer. Drawings and product data to specifically relate to this project and sl-.ow all pertinent relationship of items to place in which each is to be installed. Product data to include only information on exact equipment P,stalled, not complete "line"of manufacturer. Where data sheets show proposed equipment as well as other equipment, identify proposed equipment with rubber stamp arrow or similar concise method. Reference details to detail reference system on contract drawings. Drawings for any one classification of work, f'or example prefabricated casework or millwork, to be on one size sheet. Bind and index all product data submittals for equipment,specialties materials, furnishings and hardware items into brochure form. Submittals which Architect finds illegible or in 1xoor order will be returned prior to Architect's checking. 1.02 Satisfactory ,hop and layout drawings and product data brochures will be so ide-itil led by Architect and three(3)copies returned to Contractor. 1.03 One. (1)copy of unsatisfactory submittals will be so identified and returued to Contractor. Required corrections shall be made and five(5) corrected copies he resubmitted. Only corrected and Architect reviewed copies shall be on project site. i I END OF SECTION f Page o1300 I M w1w1winiffAM�' ■ i 8001 ►DIVISION I SECTION 01500 GENERAL REQUIREMENTS TEMPORARY FACILITIES 1.01 TEMPORARY LIGHTING AND ELECTRICITY A. Provide and maintain tempor�uy electrical se;-vices for all Project operations by extension from existing outlets. B. All electrical energy costs paid by Owner. 1.02 TEMPORARY HVAC A. Provide and maintain temporary ventilation sc-vices for all Project operations. B. All energy costs paid by Owner. 1.03 TEMPOkARY SANITARY FACILITIES A. Owner will make existing available toilets and washing facilities for use by all persons associated with the Work. Janitorial services for toilet rums by Owner. B. Coordinate with Owner representative:for security and access. 1.04 TEMPORARY DUST CONTROL A. Use extreme caution in cutting and removal of existing acoustical ceiling grid, boards and insulation above. Provide and maintain temporary dust tight harriers at adjoining locations with no Work. 'Tape existing doors and mechanical openings as required to protect adjacent areas where no Work is shown. B. Remove cell temporary dust control devices prior to Substantial Complet.icm. END OF SECTION Ptege 01500 - I aa► t• � s s 9901 DIVISION 1 SRCTION 01 `00 GENERAL REQUIREMENTS CONTRACT CLOSEOUT 1.01 DESCRIPnON A. Fu.-dish Architect all submittal materials listed below and furnish all projeci record drawings. B. Submit all required materials to Architect's cffice, accompanied by Contractor signed lccter of transmittal. Make submittal with or before fmal Application for Payment. C. Submit marked set of record drawings:o Architect for review and approval, allowing time for revisions which Ar_;iitect may require. D. Submit all materials at one time. E. Submit three(3) bound sets o1'submittal materials. 1.02 SUBMITTAL MATERIALS A. Verify additional requirements as to type, quantity,warranties for peritxi greater than one year after date o1'Substantial Completion, etc., with other portions of Contract Documents. B. Contractor's Affidavit of Release of Liens and Evidence of Payments. C. Consent of Surety for Final Payment. D. Copy of City of Tigard Occupancy Permit E. Contractor's warranty in favor of Owner. 1.03 DRAWINGS A. Provide one complete set of "As-Built" record drawings revised to show mechanical and electrical work as actua'ly installed and with indicatinns of all deviations, additions and omissions from Contract drawings. Upon Contractor's request, Architect will make original tracings available to any printin; firm selected by Contractor t;)make -!can copy far this purpose. B. Cost of printing paid by Contractor, and original tracings returned to Architect's affice. END OF SECTION 9901 Dulls!0N 1 SECTION 0 17 10 K;EN RAL REQUIREMENTS CLEANING 1 .01 SECTION INCIAJDES A. Keep premises and other areas about the Project free from unnecessary accumulations of soil, waste matetiais and rubbish produced by work of the Contract. B. Supervise, direct and accomplish cleaning and custodial services as specified below. Give:general srfcrvision to cleaning anc'waste disposal of other sections. Leave work vacuum cleaned, except as otherwise specified. C. At completion of work, leave adjoining properties as clean as would prevail in the absence of work and remove tools, equipment,machinery and surplus materials. 1 .02 RELA'T'ED SECTIONS A. FAist control in Section 01500. B Cleaning up of wastes and tool removal in Part 3 Execution portion of other sections. 1.03 QUALITY ASSURANCE A. Meat housekeeping requirements of Oregon Occupational Safety and Health Code, Part 34, Construction B. Store volatile waste in covered metal containers. and remove daily or as required by governmental agency. C. Conduct clean-up and disposal operations to comply with local anti-pollution ordinances and laws. Disposal of volatile fluid wastes (such as mineral sp)rits, oil or paint thinner)is not permitted in storm or sanitary sewer systems. D. Clean with products recommended by manufacturer of material requiring cleaning. When no product i.-,recommended by ,manufacturer for material to 'w- cleaned, use product.recommended by cleaning product manufacturerand use only on surfaces so recommended. 1:. Mix, dilute or blend cdeat:ting materials in strict awordance with lafx-1 inslluctions. 1.04 CLEANING FOR SUBSTANTIAL COMPLETION A. Vacuum all interior surfaces except glass. Vacuum interior of ducts from gripes or registers to first obstruction in duct. B. Wash hardware, plumbing fixtures, plastic laminate surfaces .ind painted woodwork. Remove merchandising labels. C. Remove, using materials and method.%recommended by manufacturer of s»rface requiring cleaning, stairs, spots, marks, tarnish, fingerprints and matter of nature foreigir to siirface on which it occurs. EN'S OF SE'_`I"ION Pagc 01710 - I r w 8901 i)IVISiON i SECTION 01720 OENERAL REQUiR'EME?NTS PROJECT RECORD DCX:Urr r.NTe 1 .01 DESCRIPTION A. Mainta.ir at jobsite,lhroughrca construction period, for the Owner and Architect one record copy of: I . Drawings. 1.. Project Manual. 3. Addend.; 4. Change Orders ane.other r Modifications to the Contract. 5. Architect field orders or written instructions. G. Approved shop drawings, product data and samples. B. Clearly mark above materials as Prejc t Record Documents. 1 .02 RECORDING OF CHANGES A. Mark�trc:hi.tectural sheets to indicate significant changes made during construction processand significant details not shown on original drawings. B. Mark mechanical and electrical sheets as follows: I. Location of all ducts, dampers, grilles, registers and +hennostats. 2. Location of conduit runs,juction boxes and panel circuit indication. Keq)records of changes current. Do not permanently conceal any work until required information has been recorded. D. Use shat p red pencil or red ink ballpoint pen for graphic and lettered work on record drawings. I 1.0:3 SUBMITTAL A. Submit record drawings to Architect per Section 01700. IEND OF SECTION I liff< l! III! ft 9901 DIVISION 2. SECTION; 02072 SITE WORK 'AINOR DEMOLITION FOR REMODELING PART 1 GENERAL i m i SECTION INCLUDES A. Selective minor demolition of fallowing existing items shown to be removed, i . Metal stud and gyp-sum board walls. 2. Suspending cciiing. 3. Floor covering. B. Removal and reuse the following items. 1 . Hollow metal door frames and relites, including glazing and trimm. i 2. Wood doors and knish hardware. 1 .02 PELATF^ SECTIONS A. Section 01045, Cutting and Patching. B. Section 01710, Cleaning 1 .0-1 QUALITY ASSURANCE A. Meet requirements of Oregon Occupational Safety and Health Code, Part 34, Construction 1.04 PROJECT CONDITIONS A. Dust Control: Protect occupants from injury and discomfort caused by dust. 1. Sprinkle debris and use temporary enclosures to limit dust to lowest practical level. 2. Limit water for sprinkling to level which will not cause flooding, contaminated runoff or icing. B. Notify utility and governmental authorities owning or controlling wires, conduits, pipes or other services affected by demolition or remodeling before commencing operations. C All debris produced as a result of the Contract work to be removed from the premises and disposed of by CA)ntractor. I PART 2 PRODUCTS 2.01 MATERIALS A. Salvage to Owner: I . Electrical pipe grid and light fixtures in TV Studio 113. 2. Portable equipment, furnishings and appliances. B. Items to be re-used: 1 . Hollow metal door frames and casing. 2. Woxxi doors and finish hardware. 3. Hollow metal relite frame, glass and glazing. 4. Base cabinet and countertop. 5. See Mechanical and Electrical Plans for Items in Divisions 15 and 16 C items to Contractor: items not included within A or B above, remove from premises. Page 02072 - 1 9001 DIVISION 2 SECTION 02072 SITE WORK MINOR DEMOLITION FOR REMODELING PART 3 EXECUTION .; ')I PREPARATION A. Verify that electrical services are disconncded,water,sewer,and rain drain lines are capped, and that iterns to be retained by Owner are removed frorn structures to demolish. B. Exercise extreme care in removing items to be re-use. Store and pt otei:t items from damage until ready for re-use installation. 3.02 PERFORMANCE A. Displace materials indicated for ciisposai at rate which permits hauling trema site withoLt unsightly accumulation. B. Clean up all debris from demolished items and remove from site. C. Remove from site Owner abandoned materials remaining within structure; t� demolish. D' Meet cleaning up requirements per Sectien 01710, Cleaning, as they apply to work of this section. END OF SECTION 1 Page 0207; 8`101 DIVISION 6 SECTION 06100 WOOD AND PLASTICS ROUGH CARPENTRY PARE' 1 GENERAL 1 .01 SEC1710N INCLUDES This section covers all rough carpentry, including framing, rough hardware., and related work. 1.02 REFERENCES WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Product-, Association 1 AWPA American Wood Prcmervers Assoriat:ion 11ART ?. PRODUCTS O1 MAITRIAI S A. Framing lumber: WWPA visually graded Douglas Fir spectres. All pieces I properly grade stamped. Framing lumber for walls and partitions kiln dried. All other lumber maN'll-Wun moisture content 19 percent. All lumber in contact.with concrete pressure treated with CGA-C according to AWPA standards. Surfacing: S4S. Lumber grades as follows: I . Studs and posts: "STUDS" 2" to 4" thick, 2" to 4" wide LIGHT FRAMING 2. Studs and pasts: "STUDS" 2" to 4"thick, 6" and wider STRUCTURAL JOISTS &. PLANKS :i. Joists, plates, furring• and mise. "No. 2" 2" to 4"thick, 4"wide STRUCTURAL 1-I01IT FRAMING 4. Joists, plates, blocking and mise."Nn. 2- 2" th-Ack, 6" and wiJer STRUCTURAL. JOISTS & PLANKS 5. Stopping 2" to 4" thick, "STANDARD" 2"to 4"wide LIGHT FRAMIN (�. Stripping under 2" thick "STANDARD'- BOARDS B. Fasteners: r 1. Nails: Common wire nails cif size and spacing in accordance with UBC ITables 25-0 and 25-Q or as shown. 2. Clamps, expansion screws, washers, anchors and bolts of standard type and make as required for vmrk. Pagc 06100 - W;o 1 DIVISION 6 SECTION 06100 11001) AND PLASTICS ROUGH CARPENTRY PART 3 EXECUTION 1.01 INSTALLATION A. Genoral: Provide all rough hardware including air metal fastenings and anchors of any nature for proper installadon of carpentry and millwork whether or not specifically shown or called for. Use approved standard metal dr►tie pins or expansion bolts where permanent attachment is requircd to concrete or masonry. No wood plugs will he permitted. B. Framing Hardware: Where headers frame into the side of the sudtx)rting member,provide anchors as noted. If no anchors noted, provide minimum of "Trip-L-Grip"anchors as recommended by manufacturer. All wxhors notes; products of Simpson Strong-Tie Co., Lic. Other approved manufacturers: Bowman, Silver, and TECO. 3,02 FRAMING A. General: frame, fit closely, set framing accurately to required lines and 'levels and secure rigidly in place. Frame members for passage of pipes or ducts to avoid cutting structural members. Do not cut,notch Gr bore framing members for passage of pipes or conduits more than 1/3 of member width. Reinforce framing members damaged by cutting. Provide special framing of construction not indicated or specified as required to complete work in best workmanlike manner. Do nailing and spiking in thorough manner. No shims permitted on wood or metal bearings. Blocking shown is minimum. Provide blocking required by standard practice and code requirements. B. Blocking and Firestopping: 1. install backing and blocking for mounting all surface and recess mounted items to wood framing. Verify requirements for mechanical or electrical backing. 2. Insitall 2X material to cut off all vertical stud spaces at 10'-0" o.c. maximum. END OF SECTION Page 06100 • 2 MVISION 6 SECTION 06410 WOOD ANIS PLASTICS CUSTOM CASEWORK PARTI GENERAL 1 .01 SF.(":i)N INCLUDES A. Mines modification of existing relocated base cabinets as required. B. New wall cabinets to match existing design and finish. 1 02 RFLATED SECTIONS A. Section 04660, Resilient Flooring. B. Division 15 anti 16, ptttrnbing and electrical items. i .03 QUALITY ASSURANCE. A. Per Section 1600 Modular Casework, institutional,of the Architecutral Woodwork Institute Quality Standards,Guide Specifications and Quality Certification Program, latest.edition. B. Qualified manufacturer and installers: Trained journeymen,each with minimum 3 years experience. 1 .04 SUBMITTALS A. Submit shop drawings for casework showing location of each item, dimensions, materials. including hardware and other pertinent items. B, Submit per Section 01300. 1 .05 .JOB CONDITION A. Verify all field measurement for proper tit of casework within building elements. B. Examine substrate and conditions under which to work under this Section is to be performed. Do not proceed until unsatisfactory conditions have been corrected in a manner acceptable to installer. 1.06 PRODUCT DELIVERY, STORAGE.&. HANDLING 1 A. protect casework during trarv,it, delivery,storage and handling to prevent damage, soiling and(le teriora don. PART 2 PRODUCTS 2.01 MATERIALS A. Exposed surfaces: High pressure laminate (HPI.)t2rpe, NEI14A L.DI Class I by Formica, Micarta, Nevamar or Wilsonart, low glare finish. Colors as selected by Architect from manufacturer's standard colors. F3. Backing: Non-graining backing at least 3/4" thick,.exterior glued plywo(-c.l or particir boards as api)mved by laminate manufacturer. C. Ldges: Wood to match existing relocated base cabin. D. Hardware: All hardware as standard with manufacturer unless odierwise shown. All exposed hardware match existing base cabinet. Pagc 00410 - I R(J01 DIVISION 6 SECTION 06410 WOOD AND PLASTICS CUSTOM CASEWORK PART 3 EXECUTION 3.01 1NSTALLAT10N A. Assemble, or place all items specified and/or shown and conform to manufacturer's printed instniction. 13. Exercise care in movement to ensure against damage to furnishings and building. Repair or replace any resulting damage. C Verify with requirements of Division 15 for plumhing fixture connection cued Division 10 for elct.rical conduit and devices. END OF SECTION Page 06410 - w)()1 DIVISION 9 SECTION 09250 FINISHES GYPSUM BOARD PARTI GENERAL 1 .01 SECTION INCLUDES A. Gypsum board. B. Gypsum wall and ceiling texturing. C. Metal partition framing of non-load bearing steel studs. 1 .02 REFERENCES A. American Society for Testing am! Material I . ASTM C3G Gypsum Wallboard. 2. ASTM C475 Join'Treatment Mater,31s for Gypsum W.tllhcia�d C nstruc:.ion. 3. ASTM 0840 Apl,!ication and Finishing of Gypsum Board. B. Gypsum Association 1 . GA-216 Recommended Specification for the Application and Finishing of Gypsum Board. 1 .01 Ql1ALITY ASSURANCE_ A. Regulatory Requirements: Comply with building code and governing authorities requirements for fire-rated partitions and ceilings. B. Meet regwrements and recommendations of Gypsum Association GA-21 b. C. Provide field samples of surface texturing for Architect review. ''levo samples with different degrees of texturing, each 2' x 2' minimum. 1 .04 DELIVERY, STORAGE.& HANDLING IA. Storage and protection: Store gypsum materials in dry, ventilated space, under cover and above on grade floor slaps. 1.05 SITE CONDITIONS I A. Do no taping or finishing of gyUsum wallboani surfaces until titc moisture content of the substrate is 15%. or less. B. Do no taping or finishing of gypsum wallboard surfaces until the interior temperature has been maintained at a minimum of 55 degrees F for a period of at least 24 hours. The heat and method shall be sufficient to allow all coats of taping wid finishing compound to dry to a maxiirum of 15%moisture within 72 hours. t:. Coordinate the work soy that adequate continue,us ventilations is provided. in cxnjunction with temporary heat to insure proper drying, setting, and curing;of- taping ftaping and finishing compounds. t Page 010250 - I I ft � � II >• !li !A t� RO0 1 DIVISION 9 SECTION 09250 FINISHI?S GYPSUM BOARD PART 2 PRODUCTS 2.01 MATERIALS A. Gypsum wallboard (Symbol GBX): ASTM C36. Long edges tapered, round or beveled. Type "X" core. 5/8" thick. 11. Steel members: Studs, horizontal stiffeners, channels, tracks and braces fabricated from steel having minimum yield point of 50,000 psi for 10 gage and heavies steel aa;(A 33,000 psi for 18 gage and lighter. I . Drywall Type studs: Galvanized steel, fabricated as non-load bearing channels with punched openings in web for installation of pipe and conduit and with flanges knurled for screw fastenings, USG "Metal Stud"or approved. 2. Metal furring channels: Roil formed, hat shaped sections of galvanized steel. Face width of 1-3/8", depth 7/8 , 0.022"sheet metal. +. Cold rolled channels: 16 gage steel, painted or galvanized. 11. Fastenings 1 . For metal to metal connections: Pan head galvanized sheet metal screws, t 10 size or by welding or by USG"Metal Flarring Channel Clips"where appropriate, but by 1/4'gai v nmized machine bolts with lock washers at fastenings to steel over 1/8" thick. 2. Drywall screws: 1-5/8", No. 6 scIf-drilling screws, USG "Ili-Lo" screws, Type W Bugle Head. 3, Adhesive: Constnacbon adhesive approved by board manufacturer. C. Accessories 1 . Manufacturers standard 26 gage minimum galvanized steel,square corner and casing heads. USG "Dur-A-Bead", 200-A or 200-B. 2.. Joint treatment materials: ASTM C475, types recommended by gypsum board manufacturer. f) Texture finish material: White color, spray application, for orange:peel texture. USG "Spray Texture Finish Gold Bond "Wall Spray"or Georgia Pacific "GP Wall Texture PART I EXECUTION 1.01 PREPARATION A. Verify moisture content of substrate,and interior temperature of spaces. B. Examine work to receive gypsom drywall finishing and determine acceptability of surfaces and installation, as application of finishing work without objection to unsatisfactory or incomplete substrates constiv-tes acceptance. C. Provide temporary covering to eliminate splattering of joint compound and spray texture on adjacent finished surfaces. 3.03 INSTALLATION A. Mcud shads and furring 1 . Install metal framing and metal furring to meet MUSF specification standards. 2. Touch up cut, burned or damaged finish on steel. 3. USG "Metal Lock Fastener" tool acceptable for use in securing sheet metal studs to track. t'tage 092!;U - 2 DIVISION 9 SECTION 09250 FINISHES GYPSUM BOARD 4. Align runner track accurately at floor and ceiling according to panitic�n layouts and secure to concrete with power-driven anchors at mixir.,nIn, of 24"o.c. and not over 2" from track ends. 5. Position studs vertically and space at 16"o.c. I A. Gypsum boards and accessories 1. Comply with ASTM C840, Gypsum Association specifications GA-210 and Uniform Building Code. 2. Gypsum board may be installed with lo,,,g edges either vertically or horizontally to framing members. 3. Install gypsum board at existing paint.d cement plaster over hallow clay the with construction adhesive. Roughen existing painted surface as required to receive bond. 4. Install corner beads at all cornus. 5. Install casing bead at exposed edges and abutting existing wall. [3. Finishing 1 . Apply joint tape and compound at joints between boards. 2. Apply compound at accessory flanges, penetrations, fasteners heads and surface defects. 3. Install compound in three coats,sand atter last two coats. 4 4. Leave board surface smooth for spray texturing and field fxiinting. C. Texturing: Spray apply orange peel wall and ceiling texture as a prime coat for gypsum board wall surfaces except at areas to receive wall covering. D. Smooth texture finish: Provide smooth wall surface at areas to receive surfaced applied wall carpet or other wall cowering per Room Finish Schedule to prevent any rough spots from telegraphing through wall covering. 3.04 CLEANING A. Remove all exress compound from edges of beads and trim, electrical outlet boxes and from other surfaces not to receive drywall finishing. B. Remove wall texture overspray from adjacent surfaces. C. As rapidly as drywall finishing is completed in each space,clean all rubbish, utensils and surplus materials from space, leaving surfaces vacuum clean, ready for decoration specified in other sections. D. Remove drywall finishing equipment and debris from site before time for Substantial Completion of the work. END OF SECTION Page 09250- 3 i SECTION 0/510 I)IVISION 9 ACOUSTICAL CEILING FINISII[?S PART 1 GENERAL 1.01 SECTION INCLUDES A. Acoustical ceiling suspctisloIl systems. B. Acoustical ceiling paneLs. C. Sound batt insulation 1.02 REFERENCES A. American Society for Testing and Materials I. ASTM A641 Zinc-Coated(Galvanized)Carbon Steel wire. 2. ASTM C635 ;Aetal Suspension Systems for Acoustical Tile and Lay- in Panel Ceilings. 3. ASTM 0635 Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels. B. International Conference of Building Officials I . UBC Standard No. 47-18 Tile andtal lfopension r Lay In Panel Ceilitems for nAcoustical 1.03 SUBMITTALS A. Submit.two 12"x 12" sample of acoustical panel pattern and texture to Architect for review prior ti)ordering of materials. B. Submit shop drawings as required by regulatory authority to indicate hanger wire spacing and diagonal seismic bracing. 1.04 MAINTENANCE MATERIALS A. Deliver 5 percent extra stock of total acoustical panels to Owner and obtain from Owner Diane i receipt of delivery. B. Submit transmittal letter with copy of receipt to Architect at time of Substantial Completion. 1 .05 QUALITY ASSURANCE A Qualifications: Insl.aller approved for installation work by manufacturer of acoustical matryriab and it Muffler with minimum of 3 installations of comparable size and type as m.mired'.'or Project within last 2 years. B. Regulatory agency Ieau.cements: Provide concealed structural supporting members for ceiling suspension system to resist seismic loads as required by local building officials and UBC Standard 47-18, Part III. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acoustical ceiling suspension systems I . Chicago Metallic Corporation. 2. Conwed Corporation, Ceiling Products Division. 3. Donn Corporation 4. National Rolling Mills. Inc. Pn,se 09510 - I i i rqdrwm 8001 DIVISION 9 SECTION 09510 FINISHES ACOUSTICAL CEILING 5. Roblin Building Products. B. Acoustical ceiling panels I . Armstrong. 2. Ccmwcd Corporation, Ceiling Products Division. 3. Donn Corporation. 4, USG Acoustical Products Company. 2.02 MATERIALS A. Acoustical ceiling suspension systems I . Exposed grid: Chicago 200 or 800, Cortwcd 200 Series or 800 Series, Donn DX, National ML or G, Roblin 1000, RI.or 4000. 2. Standard rf,mponents a. System requirements: Comply with ASTM C635. h. Structural classification: Intermediate-duty, no deflection in excess of 1/360 of the span. C. Coatings: Comply with ASTM C635. d. JVall moldings: Angle with hemmed edges. C. Hanger wire: ASTM A641, 12 gage galvanized steel wire. 3. Exposed grid framing components a. Main runners: 1-1/2" high, 15/16" exposed flanged, 12'-0" long .015" minimum thickness. h. Cross tees: 1-1/8" minimum height, 15/16'exposed flange, 4'-0" long, .015" minimum thickness. c. Coatings: White matte painted finish on exposed runners, tees and wall moldings. B. Acoustical ceiling panels: Factory applied washable white vinyl latex paint finish, flre rated, fissured lay-in panels. 1 . Panel size and edges: 24"x 48" x 5/8 , square edge. 2. Panel data: STC 35-39, Flame Spread 25 or less, NRC 0.50 to 0.60, LR-1. C. Sound batt insulation: US Gypsum "Thermafiber", Owens Corning "Sonobatts", 3-1/2' thick with draft paper on one side. PART 3 EXECUTION 1.01 INSTALLATION A. Installation of acoustical ceiling suspension systems 1 , Grid location as indicated on reflected oiling plan or match existing grid pattern where only partial new ceiling is required for remodel VA)rk. 2. Install in accordance with manufacturer"s instructions and recommendations of Article 2, Installation of Components, in ASTM C636. 3. Comply with UBC Standard 47-18. 4, Install main runners at 48" o.c. with hanger wire support at not more than 48" o.c. 5. Wrap hanger wire at least 3 full turns. 6. Install c" ss tees at 24"o.c. and adja(:ent to rexessed light fixtures n()t supported by main runners P.-ige 09510 - 2 1 DIVISION 9 SECTION 0;510 FINISHES ACOLSTICAL CEILING 7. Provide rnoldings where ceilings meet walls and other vertical clement. 8. Seismic support: Install diagonal bracing for suspended ceiling system: as required to meet lateral lckids of the ceiling during seismic activity m recluired by UBC Standard 47-18. '). Trapeze suspen-ion: Where required, iocate hanger wire around mechanical, plumbing, and electrk;al equipment with trapeze suspension system. B. Installation of acoustical ceiling panels 1 . Clean exposed ceiling suspension members prior to instillation of ceiling panels. 2. Install ceiling panels in suspended grid systems as indicated. 3.02 ADJUSTING A. A3just grid height as required to maintain ceiling system,leveled to within 1/9" in 12'. [?. Remove and replace panels improperly placed, broken, and damaged prior to Substantial Completion as directed by Architect. IEND OF SECTION 7 I I I Page 09510 - I W 101 i f 1! t h1901 DIVISION 9 SECTION 09545 FINISHES LINEAR METAL CEILING PART ) GENERAL 1.01 SECTION INCLUDES A. Suspended linear metal panel acoustical system. B. Insulation blanket. 1 .02 RELATED SECTIONS A. Section 09510, Acoustical Ceiling. B. Section 09900, Painting. 1.03 SUBMITTALS A. Sub,,dt t vo 12"sample of ceiling panels with spacers for open reveal beam dest,M. B. Submit shop drawings as inquired by regulatory authority to indicate hanger wire spacing and diagonal seismic bracing. PART 2 PRODUCTS 2.01 MATERIALS A. Acousi al panel system 1. Steel or aluminum sound attenuating perforated beams, 4" or 6" wide, per"Vista"design as manufactured by Chicago Metallic Com)ration, ..r approved. Panel lengths as shown on Rcdected Ceiling; Plan. 2. Provide complete suspension system including main runners, cross tces, 12 gage galvanized steel wire and connectors to existing steel framing system. .3. Color: All panels and any exposed supporting system Flat Black. B. insulation: 3" thick Thermafiher Sound Attenv m Fire Blankets. PART 3 EXECUTION a.n I iNSTALLATiON A. Panel location as indicated on Reflected Ceiling Plan for TV Studio 113. B. install in accordance with manufacturer's instructions and recommendations for Intennediate-duty sUiictural classificafion, no deflection in excess of I/360 of the spur. C. Secure main runners to existing steel structural system and/or provide secondary support system vrith proper mechanical connectors or welding; for design load. D. instal panel parallel with slope of existing;roof at approximately 2/12 pitch, suspended or furred to clear existing conduits and piping. F install sound attenuation insulation blankets on top of all acoustical metal panel perpendin lar to length cif panels. Secure blankets as requuirt.xi against sliding M1 slope. END OF SECTION Page 09545 - 1 8901 DIVISION 9 SECTION 09650 FINISHES RESILIENT FLOORING PART1 GENERAL 1 .01 SECTION INCLUDES A. Vinyl sheet flooring. B. Rubber base. C. Floor patching. 1.02 SUBMITTALS A. Color sample: Submit material brand and color samples to Architect for selection of colors no later than weeks fallowing;award of Contract.by Owner. B. Maintenance data: Submit,manufacturer's recommended maintenance practices for each flooring material at time of Substantial Completion. 1.03 MAINTENANCE MATERIALS A. Deliver 5 percent extra stock of each floor materials and base to Owner and obtain from Owncr signed receipt of delivery. B. Submit transmitIM letter with copy of receipt to Architect at time of Substantial Completion. 1.04 QUALITY ASSURANCE A. Temperature requirements: Maintain materials and areas of work at temperatures between 70 degrees F. and 90 degrees F. for not less than 48 hours b:fore, during and 48 hours after installation B. Comply with Recommended Work Procedures for Resilient Floor Covering cif the Resilient Floor Covering Institute. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Rubber base and reducer strips: Fiexco Division of Textile Rubber Co., In(:., Mercer Plastics Company, Inc. "Vynite". B. Vinyl sheet.flooring I . Armstrong Cork Co., Floor Division. 2. Tarkett, Inc. C. Reducing strips: Mercer Plastics. 1). Leveling and patching material: Thom System Products. 2.02 MA"IFRIAIS A. Rubber base 1. 1/H gage, standard cove toe topset base. 2 4" high, roll goods. I Color. As selected from manufacturers standard colors. 4 Furnish with prcynolded inside and outside corners as inquired. 11 Vinyl Sheet flooring I Sheet g o(xis W wide r longest length required meeting requirements of Feet Spec L-F-475, Type 11, Grade A. rmge 0gn 90 - t W JillIW ! ffjtw XW 1IR 9001 DIVISION 9 SECTION 09650 FiNISHES RESILIENT FLOORING 2. Thickness: Minimum overall thickness of 0.080"with a minimurn wearing surface thickness of 0.050". 3. Color: As selected from Armstrong Classic Corlon "Seagate"or "Montina" and Tarkett Multitlor"Granit". D. Reducing strips: Vinyl or rubber, full width of doorway, i" or 1-1/4" wide, and in color which is least conspicuous with abutting resilient tile flooring. E. Leveling and Patching Compounds I. Two component.acrylic concrete floor leveling compound: Cement base, two component acrylic polymer concrete floor patching leveling and resurfacing compound. Thoropatch by Thoro System Products. 2. One component, cement base,concrete floor leveling compound: resurfacing and leveling compound, Thorocrete by Thoro System Products. F. Adhesive: As recommended by flooring and base manufacturer. PART 3 EXECUTION .3.01 PREPARATION I A. Remove existing carpet flooring and preparation of existing exposed concrete flooring at areas of new flooring per Resilient Floor Covering Institute 1 recommendations. i3. Remove projections from substrate surface. Fill cracks and holes with leveling compounds sealants. D. Prime surfaces or roughen glossy surfaces where recommended h_y manufacturer. Apply primer in accordance with manufacturer's insrructit>n 3.02 iNSTAiA-ATiON A. Vinyl sheet flooring I . Apply in maximum widths and length with minimum scams 2. Match pattern between adjacent abutting edges. 3. i...ay sheets flat and allow to acclimate to room temperature prior ,,) adhesive work. I3. Reducing strips: Install tx-tween carpet flooring and new resilient flooring and centered under door. C. Ruhher base: Apply in long lengths to walls, cabinets, and permanent Irxtures Install base after built-in cabinets,wall painting,wall paneling and flexor covering work is complete. 3.03 ADJtJSTIN0 A. Repair of defective work: Replace covering slowing deteriorations, ridges, dimples and/or pimples due to suhst.rttc rcrughricss, unclean surfaces, or cottstnrction damage before Substantial Completion inspection. 04 ('LEANING A. After adhesive materials have set, clean visible adhesives resulting fmm resilient flooring work from all surfaces by methods and with rnaterWis recommended by flex rr covering material manufacturer. B. Leave all floor areas "Broom Clean"at time of'Sn.1stantial C ompletivrr. END OF SECTION Page 09650 9901 DIVISION 9 09690 FINISHES CARPI?TiNG PART1 GENERAL 1.01 SECTION INCLIJDES A. Carpeting at floors. B. Carpeting at walls C. Carpet accessories. 1.02 RELATED SECTIONS A. Section 09650, Resilient Flooring. 1 .0:3 REFERENCES A. American Society for Testing and Materials I . ASTM E64 Test Method for Surface Burning Characteristics of Building Material. 2. ASTM E648 Test Method for Critical Radiant Flux of Ftnor Covering Systems using a Radiant Heat Energy Source. B. National Bureau of Standards 1 . NBS, iR 7-5-950 Flooring Radiant Panel Test 104 SUBMi'1TALS A. Color sample: Submit material brand and color samples to Architect for selection of colors no later than 2 weeks following award of Contract by Owner. B. Maintenance;data: Submit rnanufactorer's recommended maintenance practices at time of Substantial Completion. 1.05 MAINTENANCE MATERIALS A. Deliver 5 percent extra stock of total carpet area and enough specified adhesive to Owner and -)btain from Owner signed receipt of delivery. Extra stock may include up to 25 percent of required quantity in cut Irieces not less than 48" in any dimension, with balance of overrun full width, uncut. B. Submit transmittal letter with copy of receipt to architect at time of Sul-y'laillial Completion. 1.00 QUALITY ASSURANCE A. Installers qualifications: Minimum of 3 years experience. in installing commercial carpets. B. Carpet qualifications. Furnish manufacturer's standard commercial quality material. Seconds or imperfections will not he accepted. PART 2 PRODUCTS 2.01 MANUFACTURERS A A rnrslrong Cork Co. H. Bigelow-Sanford Co. Pale 010180 i - I 8001 DIVISION 9 00680 FINISHES CARPETING C. Lees Carpets, Division of Burlington Industries. D. Mohawk Carpet Mills. 2.02 MATERIALS A. Floor Carpet I Type: Tufted. 2. Construction: Cut-pile. 3. Gage: 1/8" (216 Pitch)or 1/10" (270 Pitch). 4. Stitches per inch: 8.6 - Pile height, 9/32" 6. Face yarn: Antron 11, 111 or IV, Anso or Anso-X, Cadon. 7. Face yarn weight: 30 oz. per square yard minimum, (finished). 8. Total weight: 70.5 oz. per square yard minimum. c). Primary hacking: Polypropylene. to. Secondary hacking: Jute or synthetic. I I . Back coating: Latex adhesivc. 12. Width: 12'. 13. Color: As selected by Architect from all of manufacturer's standard colors. Up to 2 colors may he selected. 14. Flammability rating It. ASTM E648, Glue Down, exceeds NBC recomrmnndecl limits for Commercial Class 11 and lndustriatl Class I occupancies. h. Passes Methenamine Pill Test, DOC-FF-1-70. 15. Static protection: Less lh.ur 3.0 kilovolts at 70 degree F. in 20"„ rA.,di,c humidity. 13. W Irl l Carpet 1. Type: Tufted level loop. 2. Gage: 1/10" gage(270 pitch)or 1/8" (2)6 pitch) Z. Stitches per inch: 7.0 minimum. 4. Pile height: 0.120" minimum. 5. Face yard: Marguesa Continuous Filament Polypropylene olcl'in. Ansa IV. 0. Face weight: 10 oz. per square yard minimum. 7. Hacking: Synthetic. 8. Total weight: 27.5 oz per square yard minimum. ��. Colors: Selected by Architect from all manufacturer's standard colors, but not less than 10 carpet colors must he offered in grade of carpet specified and successfully bid. One color will be selected for project. 10. Width: 6' - 0" minimum. 1 I Acoustics test: NRC range 0.15 per ASTM C423. 12. Manufacturers: Mohawk Carpet Mills "Charioteer", General Felt Industries "Excelsior", or approved. U. Carpet accessories Adhesive: Nontoxic,waterprcx)f, white latex base cement. Im-miil:,ted for installing carpet and recommended by carpet manufacturer. Carpet edge strip: Resilient strip, not less than I" wig Ie x 1/4" thick, tapered huilnose Wge. Color as selected by Architect to match carpet color. s. Double faced tripe: Cloth double faced tape, 2"wide. 4. Heat seam tape: 3"wide. Pagc 09090 - 2 / 1 9901 DIVISION 9 09680 FINISHES CARPrrING PART 3 EXECUTION 3.01 EXAMINATION A. Remove existing carpeting and examine ilcx)r substrate in carret areas and correct areas which rine unsuitable for carpet installation, including. 1 . Surface coating detrimental to adhesive bond. 2. Floor surfaces not leW to 1/8" in 10'-0". 3. Sharp changes in floor level. 4. Depresions, ridges and loose surface materials. B. Correct conditions detrimental to proper and timely completion of work. 3.02 INSTALLATION A. Loctite scam where approved by Architect_ B. Install carpet in accordance with manufacturer':;printed instructions for direct giue down installation. C. Do no locate seams at high traffic areas. D. Center seams under door at door openings. E. Cut carpet at floor outlets. F. Install edge strip at carpel edge, centered under do,•rways. G. Extend carpet under open-bottomed obstructions, ander removable flanges ;uid furnishings, and into alcoves and closets of each space. H. Bind cut edges where not concealed by protective edge guards or overlap compression. I. Install seams by overlay compression. .1. Install carpet smooth and frac of distortion or buckle. K. Install wall carpet seams vertically. No horizontal end seams. 3.03 ADJIJSTING A. Replace or reinstall carpet which is not smooth and even, free of discoloration, soil, sag and buckle. 3 o-4 CLEANING A. Remove debris from the site. 13 Clean carpet with spot remover where required. C. Vacuum carpet with commercial machine with beater bar. I) Remove: protnrding thread with sharp scissors. F. Remove scrapes not retained by Owner from the site. ENC)OF SECTION 11n1;C lP�fiH ) i N! / W W t�f 1w 8901 DIVISION 9 SECTION 09900 FINISHES PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Interior painting 1. Gypsum lx)ard. 2. Primed steel. 3. Plywood 1 .02 RELATED SECTIONS A. Section 09250, Gypsum Board. 1.03 SUBMITTALS A. Submit samples for review of color and gloss when requested by Architect. B. Submit two 8" by 8" minimum size samples of each color and gloss. 1 .04 DELIVERY, STORAGE AND HANDLING A. Packi rig acid shipping: Deliver inatcrials to site in new, original, and unopened containers hearing manufacturer's name, trade name, and label analysis. i F3. Storage and pmtection: Store cmitings in ventilated spaces with ccmtaincr" closed Ke.cr,oiisl acrid open Ilamc f'rorn c;c,ating materials. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Arier-itone Paint and Wallcovering. B. Fr liar-O'Prien. C. Giidden Coatings &. Resins Division, SCM Corp. D. Kelly-Mcorc Paint Co. E. Millo-r Paint and Wallpaper, Co., Inc. F. Rodda Paint Co., G. Sherwin Williams Co., Professional Coatings Division 2.02 MATERIALS A. Acceptable paints i. Paint numbers listed below are approved for use in this Projcct. 2. Other products by manufacturers listed above may he used when appmvc by Architect in writing. 3. Colors as selected by Architect with not more than 10%of interior wail] surfaces in r'^eptonc colors. 100%of metal surfaces may he in deeptone c, rs. B. Interior primers and scalers 1 . Alkyd steel pruner: Fuller-O'Brien 621-04, Miller 409, Rodda 2447, Ameritone 50, Sherwin Williams B50 N2 or E41 N 1. LItex gypsum primer: Miller I540, Rodda 7700, Amcritone W2168, Sherwin Williams B28 W 1 , Fuller O'Brien 220-21. 1. Wcxxl ;uid Plyw(xxl Primer: Rolla No. 165 Exterior Latex Primer Page 09900 - I iv 9901 SECTION 09900 i)1ViSiON 9 PAINTING FINISHES C. Interior opaque paints I, Alkyd se.migkss r`narr►�l: Frillrr-O'Rriml 7.0(,-XX, Miller 6750, f2nrlcla 505, Ameritone 92, Sherwin Williams B34 W 100. 1. 100% acrylic latex semigloss enamel: Fuger-O'Brien 639-6X, 21a- XX, or 236-XX, Miller 2850, Rodda 936, Amcrit:one W2200, Shcnvin Williams B42. 3. 100 percent Acrylic Emulsion.Paint: Rodda No. 908 Exterior Latex House Paint, semigloss. PART 3 EXECUTION 1.01 EXAMINATION A. E?xanrine areas and�rtndin>st blistered er which aintgwet substrate work is to `orlrapplied.c4 B. Do not paint over , grease, conditions detrimental to durable paint film. C. Correct conditions detrimental to proper and timely completion of work. p. Start of painting work grill he interpreted as acceptance of surfaces;uui conditions within any pa tictclar arca. 3.02 PREPARATION A. Protection . Cover and protect adjacent finished surface. 2. Remove prefinished items hardware or provide surface applied protection for machined surfaces, finished cover plates, door hardware,lighting fixtures, and other prefinished items in place and not scheduled for field finishing. 3. Cover and protect finished metal including anodized aJuminurn, stainless steel, brass, and bronze. 4_ Cover and protect moving parts of operating units and equipment identification, including wiring diagrams, perfonnvrcc rating.%, mune plates, and code required labels 5. Remove protective covers and reinstall removed items after finishing adjacent surfaces. B. Surface pre;.r~ation I , C-mrply with coating manufacturer's instructions for cleaning of arch r,tihstratc. 2. Apply prime coat to fabricated items which have not been primed coated by fabricator. 3. Touch up damaged shop primed surfaces prior to field finishing 3.03 APPLICATION A. Methods acrd coverage . Provide finish coats which are aompatible with prime paints 'is(-' 1, 2 Provide hhrriers coats over incompatible primers where required. 3. Apply painting and finishing materials in accordance with cc>rrting manufacturer's directions. d. Use techniques hest suited for the painting material and s++fKtr, surfaces. additional coals when undercoats, stains, „r _5, For opaque finishes, apply other defects show through final paint coat,until paint film is of uniform finish, color and appearance. rage ►,•r�vo i �o► If! � 1� >tr e ■ � � R001 DIVISION SECTION 09900 FINISHES PAINTING 6. Where recommended by manufacturer,sand tightly between succeeding; enamel coats. 7. Apply each material at not less than the manufacturer's recommended spreading rate,to provide a vital dry film thickness of not less than amount recommended by coating manufacturer. 8. Match approved office samples for color,texture, and sheers. 9. Paint exposed surfaces behind movable equipment and furniture sane as adjacent surfaces. B. Equipment surfaces 1 . Paint interior surfaces of ducts where visible through registers or grilles, flat black. 2.. Except where accent colors are,scheduled, paint mechanical and electrical work in finished areas including louvers, an, grilles to match adjacent surfaces, except.when ffkctory finished to color matching; adjacent surfaces or where accent colors are scheduled. 3.01 ADJUSTING} A. Correcting defective surfaces I . Remove finish and repaint surfaces not in compliance with specified requirements unfit finished surface meets specified requirenscnts. 2. Repaint work not meeting minimum dry film thickness. B. Correcting damaged surfaces I . Correct painting related damage to exposed surfaces by cleaning, repairing, replacing, and refinishing. 2. Touch up factory finished surfaces damaged during constriction. 3.05 CLEANING, A. Remove paint.splatters from high pressurr laminate, resilient flooring, anodized aluminum, glass, and similar finished surfaces. 13. Remove rags and empty containers at the end of each working day. 3.00 INTERIOR PAINTING SCHEDULE A. Steel, shop primed crated I . Spot prime as required. 2. First and Second coat: Alkyd semigloss enamel. B. Gypsum board I . First coat: Latex gypsum primer. 2. Second and third coat: 100 percent acrylic latex semigloss enamel. C. Wood and Plywom's, existing or new I . First cckit- Printer 2. Second c(wit 100 percent acrylic emulsion paint 1) Existing wAls, gypsum board 1 . First mat: Prune and one coat of touch up paint of patched suras. 2. Second coat: 100 percent acrylic latex semigloss enamel over entire surface edge it) edge. END OF SECTION Pngr 09900 - J 9901 ' DIVISION 15 SECTION 15400 MECHANICAL PLUMBING A. DESCRIPTION: Comply with requirements of the Ortg.m State Plumbing Sprcfalty Code Statutes and Administrative Rules. B. PLUMBING MATERIALS I . Copper pipe and tube domestic water lines, ASTM B88 with wrought copper sold--r joint fittings ANSI B 16.22. a. Type L hard drawn copper with 9 5T soldered joints for abovegrc:nd domestic water. b. Type L soft annealed with no joints or Type K hard drawn with 96.5TS silver soldered points for underground domestic water and priming lines. 2. Cast iron hubless soil pipe 2 inches and larger sanitary waste, and vent, CISPI 301,with hubless cast iron fittings and Clamp-All Corp. Husky SU4000 or approved couplings below grade and standard couplings above grade. 3. Black steel pipe, natural gas, schedule 40, ASTM A 120 with threaded fittings, ANSi 816.4 for aboveground piping. �. Provide factory fabricated valves suitable for service intended, same size as connecting pipe sizes, and where possible, provide valves from a single manufacturer. Domestic water 2 inches and smaller,Jenkins Fig. 900T or approved. 5. Provide factory fabricated honzontal piping hanger, clamps, shields, Supix,rtr hanger rod supports, etc., comply with MSS SP-58, manufacturers recc)mmendations, and code requirements. Perforated metal strap hangers riot acceptable. Elcen, Grinnell, Michigan, Superstrut, or approved. 6. Minimum 4# lead flashing to t•xtend minimum 10 inches horizontally from edge of plumbing vents. 7. Drains: Josam, Zurn,.fay R. Smith and Wade approved. Numbers scheduled represent minimum acceptable standard for locations involved. Install 4 pound I sheet.lead flashing, extending not less than 10 inches from and clamped to;ill drains not completely ;ast-in-1 lace in a homogeneous material. �. Fixtures Relocated (and/or Under Another Section): Diso;)nnect existing fixture and cap piping beyond wall finishes, fixture will be relocated under another specification section. Include under this section the required rough-ins, 3/9- inch chrome plated supplies with screwdriver stops, 1-1/2 inch chrome plated cast brass "P" trap, and make final ccmnection. Verify all rough-ins and connection requirements before commencing work. C. PIPING INSULATION ' I . Domestic Water Piping: insulate with I" -thick preformed glass fihcr pipe covering. insulate and finish all ritt.ing, valvc-s, etc., in accordance with insulation manufacturers recommendations. I I FANING: Flush entire system with clean water to eliminate guise, cuttings and matter. Run water until clear and free of oil. Sanitize system per Bard of i+_alth requirements. Page 15400 - 1 9901 DIVISION 15 SECTION 15400 MECHANICAL PLUMBING i;. TESTS / t r, t._C..._ _. t__' I Genelab: Make a'kl iestS nciurc aPP'--ifiiisti,�iuuri, oac►uiiuiig, c�i uiticrwis concealing piv'►ng. Provide all necessary temporary equipment for testing. bill piping kith water and test at indicated pressure and time. Observe each section for leakage at end of test period. Test fails if leakage is observed or pressure drop exceeds S%of test pressure. 2. Water pipi_ig hydrostatic test pressure of 100 psig without loss for four hours. 3. Drainage and Vent Piping: Hydrostatic test by filling to highest point, but not less than 10 foot water column on major horizontal branch for two hours. 4. Repairs: Repair;piping systems which fail test by disassembly and reinstallation, using new materials to extend required to overcome leakage. Drain water from piping systems after testing and repair work has been Completed END OF SECTION I 1 I i Page ',40") , 9001 DIVISION 15 SECTION 15980 MECHANICAL HEATiNG, VENTILATING AND !.1R CONDITIONING A. DESCRIPTION: Comply with applicable sections of the Oregon State Mechanical Specialty Cods and Mechanical Fire and Life Safety Regulations. B. SHEET ME'''AL 1. Comply with SMACNA and ASHRAE recommendations for sheet metal gauges,joints and reinforcements for system pressures used. Ductwork to be galvanized steel sheet metal unless noted otherwise. 2. Provide manual volume dampers at all branch duct takeoffs. 3. Insulate all supply ducts with cooling and all ducts muted in unheated spaces in accordance wide Coode. Installation: Apply with butt joints, all scams sealed with vapor seal mastic or taped with 2-inch wile vapor-proof pressure sensitive tape. Sea; all penetrations with vapor barrier adhesive. 4. Internally Lined Ductwork: lntcmally line the following: a. All plrnunts on the inlet and/or discharge of fans. h. All outside air intake ducts. C. Where indicated on the Drawings. No exterior insulation is required where ducts are internally lined. C:':orcl'ul,'y lar the ends of the exterior insulation a minimum of 6 inches past the interior- insulation unless otherwise shown. Seal the end of vapor barrier jacket to the duct with mastic where the vapor barrier is required. Line ducts with 1 inch thick, Nianville "Lina-Caustic", Gustin Bacon "Ultra- Liner", or Owens Corning "Acroflex" meeting NFPA 90A r^quirements for maximum flame spread and smoke developed. Mechanically attach lining to sheet metal duct with Manville Grip Nails or Gramweld welding pins. Provide fire retardant type a0hesive similar to Manville No. 44 adhesive, Benjamin Faster 81-99, Insul-Coustic 22 or 3M equivalent. 5 Class B Gas Vent: install code approved, double wall, U.L., Class "B" gas vent complete with dnp tee; ceiling and roof penetration thimbles; storm collar and roof flashing; and weatherproof top. Metalbestos or approved. f�. Gravity Roof Head: Rectangular glass fiber or aluminum cap, curb connection, flashing, and 1/2 inch mesh galvanized bird screen. Gr,�enheck, Exitaire, Carnes, Acme, Powerline, Penn or approved. C. GRii`LES. REGISTERS AND DIFFUSERS I . Description: Furnish and install grilles, mgistrrs and diffusers as required under tenant development phase. . Finishes: Steel with baked manic►. finish; color as selected by Architect. Perforated Face Diffusers: 24"x24" face for lay-in T-bar ceiling. Carnes, Titus, Krueger, or approval. 4 SidL-wall Air Otrt.lets. F.iur-way adjustable air conditioning type with oppe►sed blade volume damper; Tattle & Bailey T-547, Carnes 200-V, Titus 272-FS5, Anemostat :i2VO, Agitair DDVO, Knreger R80V0BD, EAP "DDV-0B", .1 R.I "')')O-VOBD", Barber Colman 92 VHV. Return Grilles: Face bars horizontal in sidewall installations. Carnes 500-1-145, Knreger S801-1-0131),Titus 23-RLS, or approved. rage r �nno - r ane r r r r r aaae aw 8901 DIVISION IS SRCTIAN I SRRQ MECHANICAL HEATING, VENTILATING AND AIR CONDITIONING. D. REFRIGERANT PIPING 1. Copper pipe ASTM B888 with wrought coppef suidef joint fiuiings ANSI B 16.22. 2. Insulate suction piping with minimum 1/2 inch thick foamed plastic or of thickness necessary to prevent condensation at 85 degrees F. and 700% Rli. Where passible, slip insulation over the piping as it is installed. Sea] all joint and seams. E. HVAC CONTROLS 1 . Existing Controls: Each of the existing furnaces and the fan/coil unit has a thermostat and bypass timer, and the entire building system is operation from c 7-day time clock. 2. Relocation of Controls: The contractor shall relocate controls where shown and verify operation of all existing controls. F. TESTING, ADJUSTING AND BALANCING I . Work Included: After completion of the work of installation, test and regulate all components of the existing and new heating, air conditioning and ventilating systems to verify air volumes indicated on the Drawings. 2. Balancing Organization: Provide all necessary personnel, equipment, and services. 3. Balanc,-ing Data: Include in the Operation and Maintenance Date, fallowing minimum information: a. Names or initials of personnel performing the balai-iciing. h. Dates balancing was performed. I C. List of balancing instruments utilized. d. Weather conditions at the time of the test. e. Mechanical system descriptions. f. All motor rated voltages, amps, starter and overload protective device sizes. g. All motor operating data. h. Fans dm,rpm, operating static pressures,driven and motor sheave data, and all drive changes necessitated to obtain design c:apacitic'. i. All supply, rehjrn and exhaust air outlet cfm readings. END OF SE ION I � I PaKc 15880 9901 DIVISION 16 SECTION 16050 E'LE'CTRICAL BASIC ELECTRICAL MATERIALS AND METHODS A. GENERAL I . Do all work in accordance with regulations of serving electrical utility, National Electrical Code, National Electrical Safety Code, National Firecoeles, and otiter applicable codes. 2. Whenever the requirements of the Electrical Specifrrations or Drawings exceed those of the applicable code or standard, the requirements of the Specifications and Drawings shall govern. 3. This Contractor is bound by the General Conditions, Supplementary Conditions, Special Conditions, and Division 1 bound herewith in addition to this Specification and accompanying Drawings. 4. Bidders shall view the site and shall include all costs incurred by existing conditions in the hid proposal. 13. QUALITY ASSURANCE I . All materials shall be new, of tnanufacturer's latest design and cf the best quality. The materials shall he manufactured in accordance with applicable standards of NEMA, ANSI, or U.L. and shall be U.L. listed. 2. Complete each 5ystcm as shown and place in operation except where onl., rough-in or partial systems are called for. Each syste:u shall he tested and lel't in proper operation free of faults, shorts, or unintentional grounds. 3. Protect electrical work, wire and cable, materials acrd equipment instilled under this Division against dwnage by other trades, weather conditions, or any other causes. Equipment found danragcol or in o}her than new condition will he rejected as defective. C. MATERIALS AND METHODS I . Electrical metallic conduit may be used in dry locations not subject to mechanical injury. Raceways within six feet of the floor in passages, storage arras or where exposed to passing traffic are deemed subject to mechanical injury. 2. Flexible metal conduit permitted where fixed into the existing concealed spaces and where flexibility is necessary. Exposed flex shall b�-jacketed, equal to Seal-rite,with approved fittings, limited to nominally �inches maximum length. 3. Surface metal raceway, equal to Wirernold, shall bc used in finished spaces where concealment is impractical, as directed by the Architect. t. Raxway connectors using set screws shall not he used. EMT connectors to be steel, zinc or cadmium coated, factory pre-insulated. Conduit hushings to be heavy duty, insulated. Wire shall he capper, unless otherwise shoe.n on the Drawings, No. 12 minimum site for lighting and power uses. Insulation to be type THW or THWN except where adverse ronditions rrquire other insulation type. Splices rind Terminations: Splices shall utilize wing nut connector installed pmperl-y; splices for No. N and larger wires shall be made with approved pressure type connectors; all t,ihed joints shall be applied in half-lap layers without stretching to deform. Aluminum wire splices and terminations shall utilize tool applied compression type copper-aluminum lugs; Set sc-reW 111gS cur uol ivrrrrrined. r'Mr-e DIVISION 16 SECTION 16050 ELECTRICAL BASIC ELECTRICAL MATERIALS AND METHODS 7. Outlet boxes shall be galvanized stamped steel with screw ears, knock-out plugs, mounting holes, fixture studs if required. R. All wiring devices and plates to be specification grade. Color as selected by Architect_ 9. Circuit breakers shall be fully interchangeable,v^thout disturbing adjacent units, quick-make, q lick-break, ambient,compc.,sated, and trip indicating. Provide complete, accurate, typewritten resulting circuit schedules in panel. D. INSTALLATION REQUIREMENTS 1 . Electrical plans are diagrammatic. Verify exact equipment locations for all equipment. Coordinate with architectural drawings and installations to avoid conflicts. All work shall be installed in a neat, inconspicuous,workmanlike manner. Conduit runs shall parallel st.nictural lines where exposed. 3. Support conduits nominally every 6 feet along runs and within 18 inches of terminations, ells and fittings. Outlet boxes, fixtures and equipment shall he securely mounted and supponled. 4. The site shall be left clean and free of dirt and debris. Panels, fixtures. o inlets and equipment shall be left clean and free of foreign materials and dirt. 5. Panels, switches, distribution centers and all controls shall be clearly and permanently labeled as approved by the Architect_ f E. G',JARANTEE I1 . Guarantee the electrical installation against all defects in materials, equipmew and workmanship, for one year after the date of atxeptanre of the work. Defects shall be properly remedied to the satisfaction of the Architect at no cost to the Owner. END OF SECTION I I I I Par 100,;0 - I P.O.Ebx 2-1397 CITY OF TIGA RD PLUMBING ii SW Pau Pa � Applkw is must hoW Oregon Registration to cwWud a plumbing PERMITligxd CR grM business or must be property owner/operator not hiring outside hells. 639-4175 Nana dest p �D Plumbing Permit No. _92fZ? Description -Zfe-,Z FS ORS 614-21-410 OUAN. PRICE AW Job Tax tut Map.No. Aridnu FIXTURES td E3lrda Subdivlalon — Sin _ 7.50 IO eine «name ss Lavatory 7.50 _ Tub or TublStxwwer Comb. - -- 7.50 Shower Only _ 7.50 Owner City/ to zip Water Closet!' _ ________.7.50 Phone^— Dishwasher ----v --- 7.50 — Garbage Disposal — ---- -`-7.50_ ams - Washlrq Machine _ 7.50 Floor Dram — —_7_50 '9!.10 rets Phone- Water Healer 7.50 Occupant City/Stale zip Laundry Room Tray - -- — 7.50 Urinal 7.50 Other Fixtures(Specify) — 7.50 1 1 1 P r 0 1 — - - 7.50 est Phone — - --- _ 7.50 Contractor City/State ap 7.50 MISCELLANEOUS City Boss. Tax No. Sewer t at 100' -- 30.00- btalle B".Board — tatePkxybm Bus.Lic.No. wry Addlt 100' 15.00 ^ (Res�dunlian WaterSaMco tat 100' 20.00 I herby acknowledge that I have rser]Ibis sppiicatk n,OW tris I liormabon Water Servios ea.Addit2l)' 15.00 QN,en is correct,that 1 am regWered vAh the State BuNdses Board,end also Storm 6 Rail Drain 1 at.1 W — -30.00 twve a Stele Plumbs g Soon"That the,numbers given ars correct.ilial M Mumtsiq work w9/be dtww In eocordar"with applicable prwMione of Ors- Storm a P rdn Drain Addit.100' 15.00- 90n 5.00-gon Revised Sistine$Cfiaplers N7 and 093 sed apple able codes and that Mobile Horns Spear 25.00 no help will be•mics unless Moeneud under ORS W1(M exempt Ir m — — State registration.please give reason berr^,w). Bads Flow Prsventla+ HOMEOWNERS-I hereby certily VW I am tris owner 01 V"property de- Devtoe«Mtl-P'olkAion Device 7.50 ecrbed above,el whbh kncallon I propose to make a pksmbkq Indeftdon for Any Trap or Was%Not my own uM and Bde property Is not bekq constructed for sale.Ieaee or rent. Connected to a R)rWs _ 7.50 Catch Bash --- 7.50 kap.of Exist.PMrr+twy 40.00 Per Hr, w Specialty Requested Inepeooll" 40 00 Per 1st. ------- --- - — - Mier,of Ptunbkq width T an Exlesng Bldg _ 15.00 min. AUTHORtZED SIUNATURE i-� — Oate New Bfdg or Build.AddPWn — 25.00 min -— family Dssartw work nolw❑ addition Q aNeroflrxl d r� r❑ drlalli `simle 15.00 be dor?e+ _ residential I1-- non-rreeldential --- — Fxtatlrq use of b''l my Of property-- ---__--_---_-_ _r M10-TOTAL Prcpowd a 't U" %KOCHAROE 3 or Pmwty--- - --- wc7rlcf _ ` (hit l 0 kVWAL _— This Permit b411001`1106 MA end votl9 wort or ooneetwron authorrn _----ed is not coG menood W44m 100 dsye/er a owisi ualim or work M tuspsndod or ebendrxsed la a pertrr!d 100 de"at eny arta eAbr worts M o""%oloed tt 01,0L 0001OfT10NlI_ ---------_- -_--.-- -.._._-_-- Date Issued ._- — by --..— -_-- -- ~ Y I IlaAi-iU MECHANICAL PERMITPermit N6498 Description Table 3A 1Mechenlcar Code CITY PRICE AMT City Of Tigard 1) Permit Fee -0- -0- 10.00 13125 SW Hall Blvd. — — –+ P.O. Box 23397 2) Supplemental Permit - 3.00 Tigard, OR 97223 639-4175 1) Furnace to 100,000 BTU 6.00 incl.ducts&vents ___ 2) Furnace 100,000 BTU + 750 incl.ducts&vents _ Name d pevelorxnenl 3) Floor Furnace 8.00 ��A & ' -- incl.vent —_ Suspended heater,wall heater 6.00 Job "�'•+L� � ` �� 4) or Iba— mounted heater _—. Address / ,� ,�(UCAAM.,—, Tax t a Map No 5) Vent not incl.in 3.00 appliance permit _ Lot 0100 Subdivision Repair oftt,tating,refrig., 4 Name(or name d business) 6) �.� I cooling,absorption unit — alirig AdOnesa Ph" 7) Bailer or comp to 3 HP 600 M Owner absorp.unit to 11)0,000 BTU Boiler or comp to 3 H P-15 HP 1100 C,rtyrstate zip 8) absorp unit to 500,000 BTU Name 9) Boller or comp 15-30 HP 15.00 absorp.unit 1/4-1 million Pt,one 1 U Boiler or comp to 30 50 HP 22.50 e Maitirq Addrss ) abno .unit 1-1.75 million ContractorCiry�st.e — fro 11) Boiler or comp M 50 HP 31.50 absorp.unit 1,750,000 BTU Air handling unit to 4.50 12 Bus.State Registration No City B .Tax No. ) 10,000 CFM i 3) Air handling unit 780 I hereby ackrxr* ga that I have read this application that me Information grven b 10.000 CF;M + - coned,that I am dw owner or authorized agent of ow owner,mal plans sibmitled are in portable compiiance with State laws,that I am registered with the State"Jon'Board.that the 14) NOrI�a 4.50 number given is ooned.(It exempt from Stair registration please rove reason below). evaporate Cooler 15) Vent tan connected 3,00 --------- - —. -- -- -- -- to a single dud 16) Ventilation system not 4.50 included in appliance permit — -- -- ------- -------- 17) Hood served by 4.50 mechanical exhaust — Signature towner or ani) -- -`---- —_Date 18) Domestic type 7.50 incinerator Describe work ❑ addition [.7 alteration two" repair H - ---- — --- to be done residential L) non-resiuenlial LY - _ 19) Commercial or industrial 30.00 -- -- --- -- — typeincineralor Existing use of Other i.e.,woodstove,water building or properly _—. _ -- ----- -- 20) 4 50 healer,solar,clothes dryers,etc. A_ Pi000sed use of . budding or property _ - 21) Gas piping one to four outlets 2.00 Type of luel- oil L1 natural gas Y/ LPG ❑ electric ❑ I — ?2) More than 4-per outlet NOTICE SUB-TOTAL King THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- --- � y S OJO MI.SURCHARGE Ll1Q- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ — ---- - DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL _ ]rw ABANDONED FOR A PERIOD OF 180 DAYS Ai ANY TIMF AFTER TOTAL - 146.0 WORM,IS COMMENCED --- - Special Conditions DM a issued _ by Tualatin Valley community Access SOUTH CENTER i Sign size: 4' x 8' (32 square feet) Post size: 6" x 6" Clearance from ground: 1 foot Sign material: Redwood Lettering technique: Sandblasting with logo and type in relief one side only Sign background and post colors: light gray high grade professional contractors enamel paint Logo and Type colors: See attached letterhead for logo; 'SOUT11 CENTER' in same blue Installation: Posts set in concrete in lawn Tualatin Valley Community Access Sign company: South Center Edwards Signs and graphics 16295 SW 85th Avenue 931 SW Oak Street Tigard, Oregon Portland, Oregon 97205 226-3139 Contact: Mitch Tlustos 629-8534 I Tualatton Valle Community Access Where Television Begins with You! e Serving Your Community: Banks Beaverton Cornelius Durham Forest Grove Hillsboro King City Lake Oswego North Plains Rivergrove Sherwood Tigard Tualatin Washington County Wilsonville N A Service of the Metropolitan Area Communications Commiesiun Twin Oaks Technology Center 1815 NW 169th Place, Suite 6020 Beaverton, Oregon 97006-4886 (503)629-8534 IAI VI r. Cr-