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10255 SW 90TH AVENUE-6 i CITYOF TIIFARD July 28, 1987 OREGON 25 Years of 7eruce 1961-1936 Smith /Dull Architects 2091-5 SW 105th Avenue Tualatin, OR 97062 RE : Metzger Elementary School 10255 SW 90th Dear Sirs : A plan review has been conducted for construction of a covered play structure at the above–referenced property. The following shall apply: 1. The window in the existing south wall of the auditorium shall be closed off with material equal to 2 hour cc-np; eu -tion or be replaced with a 3/4 hour rated fire assembly. 2 . Submit a copy of truss details by manu_ a. tim �r to this department. If you have questions , please call 639-4171 , Sincerely, Brad Roast Building Official ab/0271D 131: 5 SW Hall Blvd , PO. Box 23397, Tigard, Oregon 97223 (503) 639-4171 — ---- -- -- — -- 111I111I11111I111 ' 111I1 1111111 ' 11IIIIIIIIIIIIIIIIIlIl7IIlIIl11IIl1I111IS1111 � III � Ili11ll111111111111 � 111111IIIIII1IIIIIIIIIIIII111I111 � 111I111111111It III� Jill 11I111IIIII1111111IIIII111 NOTE : IF THIS MICROFILMED 2 3 4 - 5 6 7 J8 9 10 11 12 DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO -THE QUALITY OF THE ORIGINAL DRAWING. ------ --- - ---- -- - ------ 0E 6Z 82 LZ 9Z SZ 42 62 ZZ 12 0Z 61 91 LI 91 SI bl EI 21 11 01 6 8 L 9 SbEI ZI 1 "•"" dII�1111�11i1IN11�III1�I111�1111I1111�111F11i11�11!I�IIII�IIIIIIIU�IINIly1�1111111�,1.f1 �I111I1J1j�1llllllllLl�IUI�II�11llllUl�ujllly(�IllllllL�IIII�Ri1�1111II1U�111!]IIIIIIIIIIIUI�lillll111�IJL��UWIiIl11111111111U71111I1111U111IIpI�lllllllll ' MAY 16 11990 PROJECT MANUAL METZGER ELEMENTARY SCHOOL 4 aF COVERED SLAY STRUCTURE 4 TIGARD SCHOOL DISTRICT *23J r Smith / Dull Partnership iArchitects 1 � .. -._• ��-,inn ...........,. ..+��..�...__ ..-' .w.: _^ —� .<��..w.k.��•,rs�;. ,...,�,�, _ .. t--.. _ ...AM� '.:..,��.„I,� ..r'Mss.,.t�„ ---.._• __.. .aR,,... .�. 11 � II � I1 �11 111111 i 1 ( i Itl ` 111 IIIIIII IIIII [ f I )1I1 ) 1 r (III �1 IIIIIII ISI lil 111 111 111 111 ill ill 111 ! 11 I • ! I I I III I I ! II I � III � � III � I 1 I ! t I ( � �~ NOTE : IF THIS MICROFILMED 3 4 5 7 8 10 DRAWING IS LESS CLEAR THAN -� i THIS NOTICE , IT IS DUE TO THE (QUALITY OF THE ORIGINAL DRAWING. _ ___ -- -- - - - - - - _ - - --- ---- - -- - .--- 0C 6Z BZ LZ 92 SZ bZ C2 Zc IZ 0 61 914 L 1 91 S I t I E I 21 11 01 6 8 L 9 5 b �►IIIIIII��IIIIIIII�IIIII��I�III�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIINIIIIII�IIII�IIl;IIIIIII(IIIllUI_I_iJIIIIlIIII!II11.1(�IIitIII(4IIL11I1.(11IJ1)Illlll�lll!.IIIA,IPIIJIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIII�I_�.11I(.111IlI�Jll_(u�lll �►1�I�UII�IIIII•jJj�j�llllt:1�1j11l1.1.1l1�1.11111�I! I IIIA 990 --- MAY ' e PROJECT MANUAL for METZGER__ELEMENTARY_SCHOOL COVERED—PLAY—STRUCTURE For Tigard School District 423J t i hard , i'regon July 1987 22-3 LiTUn!ATI.1J, OF a ,t Francis X . Hodapp , Jr . Business Manager School District #23,,; Washington and Ciac;amas Counties , Oregon 13137 SW PaC i f -1 C ILJWy . Tigard , OR 97223 �,.,, j" ... �1lllilf•II � I �IIII ! � II11 � � � 1 ` I 111 Ill III Ill III 111 III 111 111 111 II~1 III III Ili � I ! ll Ili Ill I I III I � I III I I Ill � � 11111 I' I11111 � � � � 1 � � � � � � Ili � � � � ► � � VIII .,I I I NOTE : I F 'THIS M ICr:7F I LME D 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - - - -- -- -- ... - -- OE 62 92 LZ 92 SZ bZ E112 ZZ 12 02 et - el L I 91 G 1 tr 1 E I al 11 01 6 9 L 1.4 S b E Z 1 ►11111IIIIIIIIIIIIIIIIIIIIII�IiI1111111111�11111iIIIIII111� 1�11u1111tU11lI rrl4IlI1IIl11J lu.�liliLUL11U!lII11l111lhaloll 1111I 1111116.11.1 IIIIIIIIIIIII'iIIIIU1if .IIliIIWl�lll1�1111�1111IIIIl�1� I�,�tu��lll 61ju 111l11L1LLIwt111�1�ltlllulltl111�Iluullll� 16 1990 .,�• ......r_-.ii-...._ - .----�r....�- _ — .. _. .�..+art� .ti- 'ti. .-.....yy�jl... ...sW..e...:.. xyu._.._.._...._......,._..w...._. ..� y� -..-+.+-:I�i11Y'�"" 1Y _ _ _ _ ��.�....o.... ... _._ s".�^ �,MM.�, .. ...... .....-. ..•�.,......,. w, � _,..+�.-. .__ _. •,.M�.,Yn - ....yam, ' ".. _•' _"�• �Yr." - __ - 1 0 TABLE OF CONTENTS Number of Title Pages DIVISION 0 - BIDDING & CONTRACT REQUIREMENTS Section 00020 Invitation to aid 2 00100 Instructions to Bidders 9 Substitution for "Approved Equal " Request Form 1 00300 Bid/Tender Form 4 00700 General Conditions of the Contract 1 00800 Supplementary Conditions 16 Certificate of Insurance AIA Document G705 1 Prevailing Wage Rates for Public Works Contracts in Oregon 26 DIVISION 1 - GENERAL REQUIREMENTS Section 01010 Summary of the Work 1 01025 Measurement & Payment 3 01040 Coordination , Schedules , Reports 3 01045 Cutting & Patching 2 01070 Definitions & Abbreviations 2 01300 Submittals 5 01500 Temporary Facilities 4 01600 Products , Materials & Equipment 5 01700 Contract Closeout 4 DIVISION 2 - SITEWORK Section 02513 Asphaltic Concrete Paving 3 DIVISION 3 - CONCRETE Section 03001 Concrete 3 DIVISION 4 - MASONRY No Work in this Section DIVISION 5 - METALS No Work in this Section DIVISION 6 - WOOD & PLASTIC Section 06112 r=raming & Sheathing 3 06193 Platt Connected Wood Trusses 3 DIVISION 7 - THERMAL & MOISTURE CONTROL Section 07400 Preformed Roofing & Siding 3 TC �: ..- � I � I + lEIIl1 �lIIIl + � + i � l + tl + I + Il � ell � 11 ► IIl � I + I + � I � III �1 ) I � IIIII � II� � IIIf11 + + il � lll � + I + SII + + I + � + I + + 11 � 1.� 1 III � 1 � 1 1l1 � 1 � 1 Iil � lll Il1 � + � + + II � + I + il + � + l + �! � � � � + ! 1 tl + � � I + Ir + 1 � + 11 NOTE : IF THIS MICROFILMED 1 410 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 70 THE QUALITY OF THE ORIGINAL D RAW I NG. -- - - -- — OE 62 ®Z LZ 9Z SZ 02 EZ ZZ 1z 0? 61 91 L I 91 GI 1, 1 CI 21 11 01 6 d L 9 S to E Z 1 , I I I t -I -'•Y -.-f �"I�-�-�-� ��II IIII�+II+�IIII�++I+ ++ +�I�I+��III�III�IIII�IIII�IIII�IIIIIIIII�III��IN1�11.11�1111�111��111l .�tII��Lt�iUlllllll_I�IIulIIlIJ_lllu�ll_Illlalll llllllll J.��llll�t111lflll)IIIJJIIII�IIIIIIII.'i�ttl�t��,l�u�Llt�,l�ul�uu�twll� I li J1111WL)11u111!!11l��llu)11J IIIb -- .. +w.w�.ryP "'r..pM.►r -�^!�_-.....+�... -� �.... .,_ .... .MSV' ,• a _. ... � ,,y .._,..� - '-rax..,rn x•xm.r-:,e -�- a�.Win..... . TABLE OF CONTENTS DIVISION 8 - DOORS & WINDOWS No Work in this Section DIVISION 9 - FINISHES No Work in this Section DIVISION 10 - SPECIALTIES No Work in this Section DIVISION 11 - EQUIPMENT No Work in this Section DIVISION 12 - FURNISHTNGS No Work in this Section DIVISION 13 - SPECIAL CONSTRUCTION No Work in this Section DIVISION 14 - CONVEYING SYSTEMS No Work 4n this Section DIVISION 15 - MECHANICAL No Work in this Section DIVISION 16 - ELECTRICAL No Work in this Section END OF SECTION TC-2 �.:. ,� ;'� l � � � lF tli � i i � i � � l � i i � � efiflll tit � Ilt ill { t ) t t )1�ljt 1 (I � 1 )1 t � t ( t � i � ll � l ) t t � t � t � i t � l � tli i � til� t I � I � t � 1 � 1 � 1 ' t ) i t � I � ili { ili � ili 11111111 Jill Ilp iiijiltilltlitilililrlilljfll1t NOTE • IF THIS MICROFILMED 10 1 l i 2 • DRAWING IS LESS CLEAR THAN f i THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. .. -� OE 62 92 LZ 9? SZ bZ EZ ZZ 1., OZ 61 91 L I 91 GI t' I E`I 21 11 01 66 9 L 9 S b E Z 1 WELD" �►II�IIII�IIII�IIIill��i��)��I��t�il{1111111{111111111{I11��.II11,I:tN�i.lil�ll,11lilit�ili�illtl{1111.�,11,),U�.Lf1111111�1.�!l�t�1411��('11t:(�IU11�111�t1�.lllllL�l�iftii�iM1i1111�11W9lI�Illl�llll�lltli.1111�1111111 1�1t 1�1��111��_111�111 �tl Ijll�j�Jj�1111li,1j1.�l�.11ll�lll�llli�Wl�llll �,.. �, .. ......w..•T .�.,.., .:•„YrW _«._-•,a,,.tr�•..... y�,...��:; ....,,.�,,,�,•„....... .p,yy„N,w„�w +a,,,, �. .........._ ... ,..... - .�,,,. ,iYrJ "'. - - _ �- -- ...�. _-.,r+.• sr�n�......,r - — .......—.....- �.._., ...+IA�..wr �� 1 1 SECTION 00020 INVITATION TO BID 1 . 01 NOTICE TO BIDDERS Written Sealed Bids will be received by Francis X . Hodapp , Jr . , Business Manager , School District #23J , Washington and Clackamas Counties , Oregon , 13137 SW Pacific Highway , Tigard , Oregon until 3 : 00 p . m , - PDT on Tuesday, August 4 , 1987 for all work and materials for the construction of the Metzger Elementary School Covered Play Structure , located at 10255 SW 90th , Portland , Oregon , At the time and place mentioned above , in the Board Room of the District Offices , all bids on hand will be opened and publicly read aloud and then filed for public inspection . Bids may be submitted to the Business Manager at the District Office ' s working days , up to and including the day of the bid opening , between 5 : 00 A . M . and 4 : 30 P . M . and on the day of the bid opening , from 8 : 00 N . M . until 3 : 00 p . m . at the place of the bid opening . Bids receives' after the time fixed for opening will not be considered . 1 . 02 BIDDING DOCUMENTS Bidding documents for the work are those prepared by the Architect , Smith/Dull Partnership , Architects . Bona fide General Bidders may obtain two ( 2 ) sets only at the office of the architect , 20915 SW 105th Avenue , Tualatin , Oregon 97062 ( 503/692-6065 ) , upon deposit of a check made payable to the School District in the amount of $25 . 00/set ; return of deposit to be in accordance with the Instructions to Bidders . Bidding Documents will be available for examination during the bidding period at the School District Administration Office and Smith/Gull Partnership Architects , Tualatin . Only bids submitted in writing on The B i d Tender Form supplied with The Bidding Documents will be considered . 1 . 03 STATE PROVISIONS FOR PREVAILING WAGES No bid will be received or considered unless the Bid contains i statement by the bidder , as part of his bid , that the provisions required by ORS 279 . 350 ( Workmen on Public Works to be Paid Not Less Than Prevailing Rate of Wage ) are to be complied with . 1 . 04 BID SECURITY No proposal will be considered unless accompanied by bid security in the form of certified check , cashier ' s check , or surety bond payable to the School District 'in an amount equal to 10% of the basic bid . No interest Hill be paid on bid security . Return or retention of bid security shall be subject to the provisions of URS 279 . 031 . 1 . 05 REJECTION OF BIDS Pursuant to ORS 279 . 035 , School District #23J may reject any bid not in compliance with all prescribed bidding procedures and requirements and may reject all bids if , in the judgment of the Board of Directors , it is in the public interest to do so . 00020- 1 -w...r... �..._,..,. `_ ' __,. ...• ,....Y"u.' •,..:.._,.::�.' . �.:. .a,._.. — - - -. , _ 11012M _..�.. �- . a...-rx..-.,eM!e,.:aw,llr►_ _ — - . _ ', _a.'l,*.. .. ; :� I � ItI } tlt It tltltl � t tlt ilt � ill tlt � tll tlt � l � t t )1� t� I III Illft � lIoIII tlt � 11 + t � I � 1� I Ill � tlt tit � tst Ilt � llt tltltlt tltitli � Itltlt �IIIIIIIIII ` III IIIIIII � III IIIII i r I .! i • I F THIS MICROFILMED �.— I 2 3 4 5 6 7 8 9 h0 i t 12 NOTE . S DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — �—_ - ---___ ------_ __--_ — 0C 62 82 LZ 92 SZ t►Z EZ ZZ IZ OZ 6t 81 LI 91 SI bl El ZI 11 01 6 8 L 9 S b E t111tIIfIfIIII III till III III t�1tltllttllitt�llttlllllllllllN11111t� 111��LLJI�II�J�II1.1tijvIIIIIIII11H[1l1mIIIII II1.1.!1I1u11111.1bIulI"IIIJ"b4t1j1.11]v1JIIII IIIIII 111I11W11IdII1111Ili �{�tl�Jll1��11111JJ1JIl1�1111U�.I11U11W1llll �1�UL111��111I�11.�I1111 MAY , 16 � 1990 m .. irlw+.W-s ..,,,.,,r-..._..,.... ...+._.,� . - .._. _� _ ..,.�...d.+..,..�a... .. ...,�,+*wf.w.. -,"... *+ ys,,,,, .. .-n^wr._- ' +•, ..1yL...,l... •w.s_..« ..w-... .,,r,,,....- a:.y,,,wom,� x+a.:�1 _.. ...»<.,.. ..,.,.r��.��.�.,. , .,,,r ,r� .... _•-�—.w.._. ..... ,... `� _._ 1 r SECTION 00020 INVITATION TO BID No bidder may withdraw his bid of `F,r the hour set *or the opening thereof and before award of the contract , :finless award is delayed beyond 30 calendar days from bid opening dal-e . Francis X . Hodapp , Jr . , Business Manager School District #23J Washington and Clackamas Counties , Oregon END OF SECTION 00020-2 - '� � i � i ' �'� � IIII I � � � � I � I � � � I � ' Iil � ! ► I � � � IiC � l � loli 11 � � � , 1 � � � � � � Ali III II III I I I I I I i ---_ _. . :*-=-_-_ _ __ ... _ ,�. '� Ir r F l I I I r r r r I i r I I I I 1 1 1 1 1 1 1 1 1 I 1 I i 1 I I I r I l l I I I ! r � l I I I I 1 ► 1- III 11 III 1 1 1� 1 I I rlr r r l r r rlr � r r r r � III rlr I � t r i � Ir rlr rlrrl NOTE : IF THIS MICROFILMED i _4rJ 6 7 g 9 10 I 12 DRAWING IS LESS CLEAR THAN - - -- -- -_.� THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. _ 0e 62 82 L2 92 SZ v!!Z EZ 22 12 02 61 91 Ll 91 G1 b I E I 21 11 01 6 9 L 9 S t' E 2 1MAY, 16 , 1990 ��IIIIIIIIrIII�IrIllrrrrlrrrrlr�rrlrrlrlllll�rlllllllllll111111111111I1i1lFII�111�,1i�llilj'I1�I1111E�(III,L�,u�,�.f11I1111�1�!1I1�1�11�1��11�1�IIIII�.IU�kl�llll�.U�+1111+Ir11lllll�llu11111�11111u�1�o1� � � . r 1 ' a SECTION 00100 INSTRUCTIONS TO BIDDERS ARTICLE: 1 - DEFINITIONS 1 . 1 Bidding Documents include the Advertisement for Bids , Instructions to Bidders , the Bid/Tender Form , other sample bidding and contract forms and the proposed Contract Documen, s including any Addenda issued prior to receipt of bids . 1 . 2 All definitions set forth in the General Conditions of the Contract for Construction , or in other Contract Documents are applicable to the Bidding Documents . 1 . 3 Addenda are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the bidding documents by addition , deletions , clarifications or corrections . . 4 A i) i d is a complete and properly signed proposal to do the Work or designated portion thereof for the sums stipulated therein supported by data called for by the Bidding Documents . 1 . 5 Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described as the base , to Ahich Work may be added or Jeducted for sums stated in Alternate Bias . ' . -) An Alternate Bid ( or Alternate ) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding ;:('1ange in project scope or materials or methods of construction described I n the Bidding Documents is accepted . A ') i ,Jder is one who �subm i is a Bid for a prime Contract w i t:h the Owner for 1--he Werk described in the proposed Contract Documents . A -ub-bidder is one who Submits a Bid to a Bidder for materials or labor ,or a portion of the Work . ARTICLE 2 - BIDDER ' S REPRESENTATION 2 . 1 Each Bidder by making his Bid represents that : 2 . 1 . 1 He has reads and understands the Bidding Documents and his Bid is made in accordance therewith . 2 . 1 . 2 He has visited the site and has familiarized himself with the local conditions under which the Work is to be performed . 2 . 1 . 3 His Bid is, based upon the program requirements materials , systems and equipment described in the Bidding Documents without exceptions . 00100 --oll 111 Jill" � � ,'19lIIEMkWaMwWd!;u,W9`. �;JF'i�"'.:niYrS'i-n •Ni.: ;a,..vrtrr;4i+ 2"9,?I. w-i �rL,..x.0 Ti',...,_.u$!'^. ""'�"�'-;, ..^--'.- ,. .�• __ "v ;� 1 � � ilEl � li �1 � I � 1 � � � 1 � 1 � � 1 � � � 11 � 1 � 11111 � 111I � � 1 � 11 � 11 � , II � 1I1 � 1 � 1 �, 1 , 11 � 1 � � �� 1 � 1 � 1 � 1 � , � 1 � � � , 11 � 11 � ` � II � �lIIIII � IIIIIII � III� III � II � I � lr � rl � 111III � I111 , 111 �11I1111111f111 111I11r1111 � Ip ) NOTE : IF THIS M 1CROF I LMED ►..,. '4 _ rJ 6 7 9 10 1 I 12 DRAWING IS LESS CLEAR THAN - - I THIS NOTICE , IT IS DUE TO TIME QUALITY OF THE ORIGINAL DRAW ING. __ - - - - _ _ _ ---- --------------- I 0C 6Z 82 12 9Z SZ bZ EZ ZZ IZ 0Z (31 81 11 91 SI bl EI ZI 11 01 6 d L 9 S b E Z 1 I y►II IIIIOIIIIII�II��II��I��I��I��IIII�IIIII1111�iIIlllllllllll�lul111,11X111�.��11►1111 .11(111a,1b,IAII,IIIJjiII11l11III-I11u11till wiIoAlldif 11111111IIIIIIIIllIU11�III1I111-l�ltll�w��1111�111�111,1�111 ul�l;. u�tuil� ii----'-. I- I ' . 1111 U�Ut1�1 1lUl�.lul Ul�1W11lil MAY 6 ) 1990 I Ic, _.. .,, — .n4}I ID .�. r a3 4 ..li+. — '._- _ � -� _..aw..o.yr•wra...wLrtyy, -......_..._.........- .. _ •tea .., . r ,.^:. '� ,:' —'•".G:.: .i: .` ,....du•.r, M.. .,;.. ._w4wrtwlM. i..tyyy,.d.es.+.+nk.,,.+w...•......w.... ,.��'. �f "' •i, .. p:. tis .......sM '. ..: . Y,»Y. ... '-7 ..,.,..... ... ......, .. ....,..x....,»........_.. Vis.—�._... ...,. .w.r........... ._�.. .r.......:.... SECTION 00100 INSTRUCTIONS TO RIODERS ARTICLE 3 - BIDDING DOCUMENTS 3 . 1 COPIES 3 . 1 . 1 Bidders may obtain from the Architect complete sets of the Bidding Documents in the number and for the deposit sum stated in the Advertisement . The deposit will be refunded to Bidders who return the Bidding Documents in goc.,,J condition within 10 days after receipt of Bids . The cost of replacement of any missing or damaged documents will be deducted from the deposit . A Bidder receiving a contract award may retain the Bidding Documents and his deposit will be r.efunded . 3 . 1 . 2 Bidding Documents will not be issued to Sub-bidders or others unless specifically offered in the Advertisement For Bids . 3 , 1 . 3 Complete sets of Bidding Documents shall be used in preparing bids neither the Owner nor the Architect assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents . 3 . 1 . 4 The Owner or Architect in making copies of the Bidding Documents available on the above terms , do so only for the purpose of ob to i n i no bids on the !fork and do not confer a l i cense or grant for any other use . ') . 2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 3 . ? r 1 61 (--iders shall promptly notify the Architect of any r mbigu i ty , inconsistency , or error which they may discover upon examination Of the Bidding Documents or of the site and local conditions . 3 . 2 , 2 Bidders requiring clarification or interpretation of the Bidding Document shall make a written request to the Architect , to reach a t 7 e a s t f i_ve days pr i or to the date for receipt o f b i ds . 3 . 2 . 3 Any interpretation , correction or change of the Bidding Documents will be made by Addendum . Interpretations , corrections or -hanges of the Bidding Documents made in any other manner will not be binding , and bidders shall not rely upon such interpretations , corrections and changes . 3 . 3 SUBSTITUTIONS 3 . 3 . 1 The materials , products and equipment described in tine Bidding Documents establish a standard of required function , dimension , appearance and quality to be met by any proposed substitution . 00100-2 .y 1 { � � } � � { � { � � { � i { � a 1 { � ISI III III III 011 ISI I [1 Ij1 I [I � I [� illfl [ o I [1.11_jl IIIIIIt 111 , 111 ill � l, 0 i [ 1 � 1 [ I IIiIi [ I Illil { i 1 { � � � Ii i1 � � � 1i � { tl � } i A{ I ' 1 { 11111 � 11 � f1111It1 � I ! ` � � 1 ` 2 3 4 5 6 7 8 9 10 I I 12 NOTE : I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO I, THE QUALITY OF THE ORIGINAL ' DRAWING. nE 62 6Z LZ 9Z S2 b2 EZ Z4 la OZ 61 91 LI 91 G1 t i CI 21 11 01 6 9 L 9 S b E Z MAY 16 . 1990 -All -77r7 �►11�11111�11111�1111��1�1��[��I��IIIIII�IIIIIIi11�I111�1111111It�11tllil�l�.l{,ti11111�,111�111111.[ll.l�,ilUllll.�U!.111 }IIl111llllliUllLlll�Iltllrll�ill!.�11ol�ottlt1111{tI�IIII�Iiillli�1�1111.1U1.1�!1lII1111i111�l�tllt� X111 II11�11t1�11�J,}J,�}1�U11�11�1.�11U111U�111Mf11!}�I 1 � 5a) .r...;1r ... _, .. . +.^•- _. "z"•u ° - ytz C �lw tat. G r 9 Yra tw_-_•,__ -_-r..�r ._...fir.._ -_ _. _. _-___._....�.,......� ......—a, --.:,; `-. ^-.. _.,,.,,.. ,...,q.+owr• +w!•w:7:': _ -_ ,y r - ,. . ... . _ -. ....a <<..1..._.... - ....raa -tr•+ �', � �'. '91iW"" ti-r�a.�.. �... - "+,••rw....-.._.....,>. c ,,,{. ynr 4f 1 R SECTION 00100 INSTRUCTIONS TO BIDDERS 3 . 3 . 2 No substitution will be considered unless written request for approval has been submitted and has been received by the Architect at his Tualatin , Oregon office at least five days prier to the date for receipt of bids . Each such request shall be submitted with a "Request for Substitution" for identical to or comparable in content to the request form bound in the Project Manual immediately following these " Instructions to Bidders " , and shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitute including drawings , cuts , performance and test data and any other 'information noted on the request form and otherwise necessary for an evaluation . A statement setting forth any changes in other materials , equipment of work that incorporation of the substitute would require shall be included . The burden of proof of the merit of the proposed substitute is upon the proposer . The Architect 's decision of approval or disapproval of a proposed substitution shall be final , 3 . 3 . 3 If the Architect approves any proposed substitution , such "pproval wi11 be set forth in an Addendum . Bidders sha11 not rely upon approvals made in any other manner . .3 . 3 . 4 Approval of substitutions after starting work will be made only in exceptional cases where the Contractor submits evidence Satisfactory to the Archi sect that , through no fault of his own , specified or otherwise approved items cannot be obtained . 3 . 4 ADDENDA 3 . 4 . 1 Addenda will be mailed or delivered to all who are known by the Architect to have received a complete set: of Bidding Documents . 3 . 4 . 2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose . 3 . 4 . 3 No Addenda will be issued later than three days prior to the date for receipt of bids except an Addendum , if necessary , postponing the date for receipt of bids or withdrawing the request for bids . 3 . 4 . 4 Each bidder shall ascertain prior to submitting his bid that he has received all Addenda issued , and he shall acknowledge their receipt in the space provided therefore on the Bid/Tender Form . 0100-3w TOWN ti �,R:.tC wilt .,, 41r1 � 111 11i �r11 111 ` 111 i { 111 111 ' 111 11t � 111 111 ' t � lil �l � I � ) t � t � t �llt ` tIl ` I I � III � tIt = tlt � l t11111t I � I � I� t tltlt � t I � 1 ' t � t t11 � 111 � 111 � 111 111Iipl 111 ' 111 �Il � lli � llliit { 111i111 � 1� 1 � 1p1 7 8 9 1�0 11 12 NOTE . IF THIS MICROFILMED - DRAWING IS, LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGI:rh� DRAWING. -------------- -' - - --- -- ----- _ -- -- - ______ .- - ------_.-__ � ._..,. OE 62 13Z LZ 9Z SZ V EZ ZZ IZ 0z 61' _ BI Ll 91 SI b _l EI ZI If QI 6 9 L 9 S b E z t '1i11'" �HIft111�i111'1111�111i�llti�I111�1III�I11�11tt�IttI11111�11 1 111 Nl�llll�llll�i{I�IIItI�IIII�1� , i1 III I I lialua!IJU-610 Itill n1 ul'Jilb. JI I I I I Itll11illI1111111 11111111111 1! lll111111lll1lll 1610611m MAY 16 990 -..-- e1rr1.�.,ror.....wa.. __, w..._ r .- _. ._._---_' .. _.. _.. - — '. .. .._.- .. _. ..>.__' - .__- �^ .__,. +ec....,.mc+..«.- - -..,....,an.w,rw...:....,;erq,...�..,...--......,.._.. .....-y....,...._........ .�.._ .. ..,.y.......wt-•r+ �. ..r,. ,.«..,. }w,.wpy'ayK" - T 'fIM ,..._ ...« .,.n.. �.•i'� SECTION 00100 INSTRUCTIONS TO BIDDERS ARTICLE 4___BIDDING_PROCEDURE 4 . 1 PUBLIC BIDDING PROCEDURES 4 . 1 . 1 Bidding procedures shall conform with the requirements of ORS Chapter 279 Public Contracts and Bidding , as well as any and all Administrative Rules of the State or Oregon Public Contracts Review Board . 1 . 2 FORM AND STYLE OF BIDS 4 . 2 . 1 Bids shall be submitted on the form identical to that bound herein ( Section 00300 , Bid/Tender Form ) . 4 . 2 . 2 All blanks on the Bid/Tender Form shall be filled in by typewriter or manually in ink . 4 . 2 . 3 Where so indicated by the makeup of the Bid/Tender Form , sums shall be expres-aed in both words and figures , and in case of discrepancy between the two , the written ward amount shall govern . 1 . 2 . 4 Any interlineation , alteration or erasure must be initialed by the signer, n f the Bid . 4 . 2 . 5 All requested alternates shall be bid . If there is no change in cost in regards to alternates , then it shall be so indicated on the Form . 1 . 2 . 6 Where requested on the Bid,/ Tender Form , proposed subcontractors and/or work material suppliers shall he indicated for the various portions of work and/or materials so requested . The selected Bidder shall not be permitted to change subcontractors and material suppliers listed therein unless subsequently ,approved in wr• i t i ng by the Owner . 4 . 2 . 7 Bidder shall make no additional stipulations on the bid form nor qualify his bid in any other manner . 4 . 2 . 8 Each copy of Bid shall include the legal name of Bidder and a statement whether Bidder is a sole proprietor , a partnership , a corporation , or any other legal entity and each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract . A Bid by a corporation shall further give the State of incorporation and have the corporate seal affixed . A Bid submitted by an agent shall have a current Power of Attorney attached certifying agent ' s authority to bind Bidder . 00100 a I • .. wrw.. •.-.m.!.. .:-._.Ns-ti,......`lr..._.:.....ros ;:++IMwp,..._::._.m+«+...i.: I :.L�tJ y. .a' t' •ac,_ ,. ,. ,nm. " -;�•. ., ', , ,,.�i..i.,,tf ::a!„wu+Md• - � ,t J ,.,J. . .. M 'y } fir. v I I 1 ! _._._.._.�..�....�....._ ._-.�..... 1 � 1 I � 1 1 � 1 111 I )1 I � III ( I Ill 1 � 1 I � I �I � I ISI 1 � 1 ISI ISI I � II1 � 1 1 ) I ISI I � III � I ISI ISI I � 1 II1 � 111 IIII � I � IIIIIII AIIIPI111111111 ! II IIS 1� 1 I � 1 NOTE • IF THIS MICROFILMED 2 _ i p 12 DRAWING IS LESS CLEAR THAN 1Ti IS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. --- - _ 0C 6Z 9Z 12 92 SZ 11P EZ ZZ IZ OZ 61 el 11 91 GI V1 EI ZI 11 01 6 9 L 9 S b E Z I ��•� rII�11111�I�II��I��ii�I�i�ilii��11�111111111I11111111LLIIIIIIII��I�I�IlliJ1111J'11t1111,111�11I1111I1)!1I1111�111_ I�ILIII!)IIUUI��1til1��11LIIIIiO11tII1111IIILlIIIIIIrIIlI111JIIIJ�111111111I� III a utlu�w�l►tJul�ilitul»llL�ul��l�1�I�r�lluiluulll�� WNrt SECTION 00100 INSTRUCTIONS TO BIDDERS 4 , 3 BID SECURITY 4 . 3 . 1 As stipulated in the Advertisement For Bids , each Bid shall be accompanied by a bid security in the required form and amount of pledging that the Bidder will enter into a contract with the Owner on the terms stated in his Bid and will furnish bonds as described hereunder in Article 8 covering the faithful performance of the Contract and the payment of all obligations arising thereunder . Should the Bidder refuse to enter into such Contract or fail to furnish such bonds , the amount of the bid security shall tje forfeited to the Owner as liquidated damages , not as penalty . 4 . 3 . 2 If a surety bond is required it shall be written in the form of AIA Document A310 , Bid Bond , and the Attorney- in--Fact who executes the bond on beha 1 f of the surety r3ha 1 1 a Ff i x to the bond a certified and current copy of his PoNer of Attorney . J . 3 . 3 The Owner w i 11 have the r i ght to rets i n t:he bid security of a i elders until either ( a ) , the Contract has been executed and bonds , when required , have been furnished , or ( b ) , the time of 30 days has elapsed before Bids may be Aith,ir,awn , except as provided in 4 . 3 . 1 , or- ( c ) , all Bids have heen reJec'_ i-ed . 4 . 4 SUBMISSION OF BIDS 4 , 4 . 1 All copies of the Bid , the bid security , and any other documents required to be submitted N i t:h the Sid shall be enclosed in a eared opaque envelope . The envelope shall be addr :�ssed to Francis X . Hodapp , Jr , , 81asiless Manager of School District 923J , Washington and Clackamas Counties , ( Tigard ) , 13137 SW Pacific Hwy . , Tigard , Oregon , and shall be identified ;gith the Project nam,,: , the Bidder ' s name and address , and the portion of the project or, category of v4ork for which the Bid is submitted . IF the Bid is sent by rnai 1 the sealed envelope shall be enclosed in a separate Ana i 1 inch en /elope with the notation "SIO cNCI_��SrO " Dn he face thereof . 4 . 4 . 2 Bids shall be deposited at the designated location prior to the time and date for receipt of bids indicated in the Advertisement For Bids , or any extension thereof made by Addendum . Bids received after the time and date for receipt of bids will be returned unopened . 4 . 4 . 3 Bidder shall assume full responsibility for timely delivery at location designated for receipt of Bids . 4 . 4 . 4 Oral , telephonic or telegraphic Bids are invalid and will not receive consider3tion . 01010 -5 y �.., .�nrn.+s` ..--.4 r acsFk ..w-www rl.�..n-:...:... .. ^"'.R' n.. ,:,.� _ "i►_..i rr. `:.:,. � 111111 111Jill $111 111111 111I1 + + NOTE : I F THIS MICROFILMED i 2 3 4 5 6 7 9 10 li 12 DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL . _ DRAWING. 0C6Z 8Z LZ 9Z SZ bZ fZ ZZ IZ =Z 6t BI LI ;91 SI fit EI Zi 11 01 6 8 L 9 ��, �►�1��++ilii+1��1��1��1��1��+�1��1�11111I111i11ii��1i��111��u11��u�iii��r1 �111i11L�11 ,1I,I .i11I11111U�� `; 111�1�_i11�111.11�u1t � tlll�i�lol�+� iIiIIIIIIIIII�fll1�1111�ll1�lll�W !W _ L�hullwtliulh ull,�wlu�ll,�u.l��u�.11�11ulluul�� _- .. _.. .r-.......'tiw.YW� '~ - ... Y....�.�.r-. __ _ __ r....«.r....r......wr..rafr._I. -. Yr .. A11 - r4., w. .._T. 0� w.__ rwYFwu.... . +y�.iMf. l�b' .RI. .............. .. • .........w.....«...-r+_... .. - - . .�'^. I ITh SECTION 00100 INSTRUCTIONS TO BIDDERS 4 . 3 BID SECURITY 4 . 3 . 1 As stipulated in the Advertisement For Bids , each Bid shall be accompanied by a bid security in the required form and amount of pledging that the Bidder will enter -into a contract with the Owner on the terms stated in his Bid and will furnish bonds as described here�:r,der in Article 8 covering the faithful performance of the Contract and the payment of all obligations arising thereunder . Should the Bidder refuse to enter into such Contract or fail to furnish such bonds , the amount of the bid security shall be forfeited to the Owner as liquidated damages , not as penalty . 4 . 3 . 2 If a surety bond is required it shall be written in the form of AIA Document A310 , Bid Bond , and the Attorney- in-Fact who executes the bend on behalf of the surety shall affix to the bond a certified and current copy of his Power of Attorney . 4 . 3 . 3 The Owner will have the right to retain the bid security of 5idders until either ( a ) , the Contract has been executed and bonds , when requ i red , have been furnished , or ( 1) ) , the time of 30 days has elapsed before Bids may be withdraw,n , except as provided.. in 4 . 3 . 1 , or- ( c ) , all aids have heen rejected . .1 . 4 SUBMISSION OF BIDS 4 . 4 . 1 All copies of the Bid , the bid security , and any other documents required to be submitted w i t:h the a i d shall he eric 1 osed in a sealed opaque envelope . The Jnve l �ape shall be addr ,1ssed to Francis X . Hodapp , ,.1r , , ausiness Mana(jer of School District #23 .1 , Washington and Clackamas Counties , ( Tigard ) , 13137 SW Pacific Hwy . , Tigard , Oregon , an(J shall be identified with the ?reject name , the Bidder ' s name and address , and the portion of the project or, category of work f,: . Wi i ch the Bid is subin i t ted . if the Bid is sent by !na i 1 the sea i ed envelope shall `)e enclosed in a separate inai 1 ing envelope with the notation "SID =NCLO';FD " Dn ,-he face thereof . 4 . 4 . 2 Bids shall be deposited at the designated location prior to the time and date for receipt of bids indicated in the Advertisement For Bids ;, or any extension thereof made by Addendum . Bids received after the time and date for receipt of bids will be returned unopened . 4 . 4 . 3 Bidder shall assume full responsibility for timely delivery at location designated for receipt of Bids . 4 . 4 . 4 Oral , telephonic or telegraphic Bids are invalid and will not receive consideration . 0100- 5 ,,,, �11 � � I1 �lIII �ii111 � 11 � � 111 � lilllil 1 { 111 { 1 dill . { . I �1'.tj (11 `..1 Ill lid I { I �i � t 1 � 1 til t { 1 � til 111 Iil til { I { I 1 { I I { I � IIIII { I Iil iI � � il � ill � i � lil � � I � �AII 111 mll � li � � tl � Ir syr � tl f i 2 4 5 6 7 8 9 h0 it 12 NOTE : IF THIS MICROFILMED w....:.�.,�.._. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- OE 62 82 1Z 9? Sz Vz EZ Zz 12 Oz 61 - 9f 1 !91Cl t I CI 21 11 01 -6 9 1 9 S b E Z 1 "�•'" ��tl�llllllllll1111�1111l1111�1111l11111111�IIIIIIIII�iiiIIIIII�.Ill1�II11�It1�11,tJ�111t�fllE�llll��h{ ,L�,I,ill_111111U!.I�11,1��111��)I�IIUIII�ll��1111�I1.Il�Illfltil{�IIII�IiUfUll�llll�l11.1�1lllllll��l�llll ul I Ij�IL11�1�11I1111III11�I1�jjjJ��JJJ�.UJ.�.l�lltllllLL�IU1�1lU�I111 16 � 1990 AA SECTION 00100 INSTRUCTIONS TO BIGOERS 4 . 5 MODIFICATION OR WITHDRAWAL OF BID 4 . 5 . 1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids , an Bidder so agrees in submitting his Bid . 4 . 5 . 2 Prior to the time and date designated for receipt of Bids , Ends submitted early may be modified or withdrawn only by notice to the party receiving Bids at the place and prior to the time designated for receipt of Bids . . 1 Such notice shall be in writing over the signature of the Bidder or be by telegram ; if by telegram , written confirmation over the signature of Bidder must have been mailed and postmarked on or hefore the date and time set for receipt of Bids ; it shall be so worded as not to reveal the amount of the original Bid . 4 . 5 . 3 Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders . 4 . 5 . 4 Bid security , if any is required , shall be in an amount 3utficient for the Bid as mod i f i ad or resubmitted . ARTICLE 5 - CONSIDERATION OF BIDS � . � OPENING OF BIDS 5 . 1 . 1 Properly identif ► ed Bids received on time will be opened publicly and will be read aloud , and an abstract of the amounts of the Base Bids and major Alternates will be made available to Bidders . � . ? REJECTION OF BIDS 5 . 2 . 1 Pursuant to ORS 279 , 035 , the District reserves the right to reject any bid not in compliance with prescribed public bidding procedures and requirements and may reject all bids if , in the judgment of the District ' s Board , it is in the public interest to do so , and new bids may be called for . F . 3 ACCEPTANCE OF BID (AWARD ) 5 . 3 . 1 The Owner shall have the right to waive any informality or irregularity in any Bid received . 5 . 3 . 2 The Owner shall have the right to accept alternates in any order or combination and to determine the lowest respon,S i b 1 e Bidder nn the basis of the sum of the Base Bid and the Alternates accepted . 00100-6 Ilf!/ .._ T. _ "T_._._ _. -c., wM r 1 -,... . amara rr arr.rvnn.w vecr,naarnau e„na sNl ��►. +.wwi y... T I I t l l l l l l I l f 1 1 1 1 I I 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III Itl sII �t1 1 1 1 111 ILS -�/I + ' -- "a' '�... . . . "'�"' • ; � ,. Y I 2 3 4 5 6 7 9 10 t + 12 _ ,. NOTE : i F THIS MICROFILMED _ DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ._... _____-_—_--- OE 6Z 82 LZ 92 S2 bZ E2 .ze 12 OZ 61 81 Ll 91 S 1 V1 Cl Z 1 11 01 6 8 L 9 S 117 E Z I ""a'" i ►II�IIIt�It11�I111�IIl1�IIIIIIl11�1111�1111�1111�1111�11t1�NItl1IN�.1114�1N,II Its, )it��1111�4L1.1 a'.llll�llll�t.l�lltl��111111IU�I�II�Ull #1llt�ll,!!�IIIiIIPll�llll�111111111�1111�1111�II1�Wl�l�lU� Uft1111J1llJ1JJ1J.�1 �J1111�U 1�1lU1111.1111J16 lilt MAY 16 990 .......,.4....,..r.. _,yr,,.,4.. ............---__-. •�,�......,... .............. ._ - -- _ ... "r ....� .. - ..... .». ......rzaas.............,.... _.... -.. ..,....,...s.r.. ... -:..- -.............,..............s�..,..,_..........,...a .+e ._ yw,.......L.....-- .+wr„' AMM {pta. 1111 ...... - ....<�rn�.. — --�..•.yx. ....r= .ti,.. `� - ...�___.... .. ,.... SECTION 00100 INSTRUCTIONS TO BIDDERS 5 . :3 . 3 It is the intent of the Owner to award a contract to the lowest responsible Bidder provided the Bid has been submitted in accordance with the requirements of the bidding Documents , 1 .7 judged to be reasonable , and does not exceed the fends available . Should bids exceed available funds , the Owner reserves the right to award the contract for an amount less than the bid award price not exceeding the available funds as determined by the lowest responsible bidder ' s breakdown . Award may be for any or all of the bid items , or as may be further negotiated with the lowest responsible bidder . ARTICLE 6 - AWARD OF CONTRACT 6 . 1 . 1 No bid For public works as defined in ORS 279 . 348 ( 3 ) will be received or considered by t:he i3 = strict unless the bid contains a statement by the bidder as part of his bid t'lat the provisions of ORS 279 . 350 shall be complied with . 6 . 1 . 2 Pursuant to ORS 279 . 021 , the District shall prefer goods or services that have been manufactured or produced in Oregon if price , fitness , availability and quality are otherwise equal . 5 , I . ; Pursuant to ORS 279 . 029 , the :award , if any , wi11 be made to the lowest responsible bidder as therein defined , who :;hall promptly exe:,u to a formal contract , and if the C-On tragi t is for 3 pub t i c improvement , shall execute, and deliver an Oregon Pleb 1 i c 'Works PQ-rformance Bone . 6 . 1 . 4 An award ,)f a contract to any bidder shall not -onstitute a rejection of any other oid . n . 1 . 5 In the event two or more bids shall )e for, the same amount for the same wock , District inay award the contract by lot or, otherwise as it deems appropriate . 6 . 16 The District may disqualify any person as a bidder in accordance with ORS 279 . 037 . ARTICLE 7 - POST-BID INFORMATION 7 . 1 SUBMISSIONS 7 . 1 . 1 The Bidder shall , within three days of notification of selection for the award of a contact for the Work , submit the following information tc, the Architect : . 1 A designation of the Work to r)e performed by 0he Bidder with his own forces . . 2 A list of names of the Subcontractors or -ether persons or organizations ( including. those �.ho ar-e t D fl-itn i Sh 1111a ter i a 1 ,y 00100,��i fir._.-- '- _.w,�:�._.,,.y,� _.W -... . � '�` -«•+ .� -•+w�- :w � lilll �lllll,,'�Illl � l � lpill 111 I � IIIIIIIIIIIII IIII1 � 111 �1I1 � 1 i � ll1 � 11111I1 � 1 IIIII � Iitltlll � IiIIIIIIIIIII� 1 IIIIIIIIIIIIIII 1111111 111111 III ' ili X111111 �III111 Illilll 111111rI111111t +� .� �� 2 3 4 5 �� ? 8 9 I I NOTE I F THIS MICROFILMED 10 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ - -- ----- -.-�.. OSE 6Z 82 LZ 92 SZ bZ EZ ZZ 12 OZ 61 81 LI 91 GI t, i E I 21 If 01 6 9 1 9 S b E 2' I i1i111111111111111111111111�1�111�1�1111111111111111lIIIII1111111111111111�i111�1 1�1t1��111►Ills.itl�i �11�111111I�Illllllll�Illulllllll.l�Il l�t�llltX111!.Illillllllid11116W,10LW1W �111�11iII111111111I1111 111111111In11fill 11111HUIIIit 16 1990 N'. a• SECTION 00100 INSTRUCTIONS TO BIDDERS . 2 A list of names of the Subcontractors or, other persons or organizations ( including those who are to furnish materials oi• equipment fabricated to a special design ) proposed for the principal portions of the Work . . 3 A list of names of major material suppliers proposed for principal portions of the Work . 7 . 1 . 2 The Bidder will be required to establish to the satisfaction of the Architect and the Owner the reliability and responsibility of the proposed Subcontractors to furnish and perform the Work described in the Sections of the Project Manual pertaining to such proposed Subcontractor ' s respective trades . 7 . 1 . 3 The Architect will notify the Bidder in writing if either the Owner or the Architect , after due investigation , has reasonable and substantial objection to any person or organization on such list . If the Owner or Architect has a reasonable and substantial objection to any person or organization on such list , the B i dder- sna1 i iubni t an acceptable subs ti tote Sub-contractor with an increase o l- decrease in his bid price to cover the difference in cost occasioned by such substitution 7 . 1 . 4 Subcontractors , material suppliers and other persons and organizations proposed by the Bidder and accepted by the Owner and the Architect inust be used on the Work for which they were proposed and accepted and shall not be changed except :vith the written approval of the Owner and the Architect . . 1 Acceptance by the Owner ind the Architect of proposed, subcontractors , material srippliers and other persons and organizations shall not constitute acceptance of materials or services proposed to be Furnished and installed in the project should said materials or service fail to meet requirements of the Contract Documents . 7 . 2' OTHER DOCUMENT SUBMISSIONS 7 . 2 . 1 Refer to Supplementary Conditions and the various Sections of Division 1 , General Requirements , for additional required document submittals and timing of such submittals . ARTICLE_8_ PERFORMANCE BOND & LABOR_& MATERIAL PAYMENT BOND 3 . 1 OWNER ' S RIGHT TO REQUIRE BONDS 3 . 1 . 1 The Owner requires the Bidder and reserves the right to require subcontract bidders to furnish performance and labor and material payment bonds in form as set forth herein and in .3mounts as _,et forth under the Supp 1 F—yen tary Conditions . The Owner shall not �)e held responsible for any costs for any subcontractor bonds unless 00100 -8 .. .v 1 I � Ell i III I I IIII II I � I � I � I I I I I I � I It � 1111111 � ' � I Ilillll 1111111 1111111 1111111 1111111 I1t1111 11 . III ill Ill III III III I 111141111 lr III ! II Ill III IllI i I iIII l NOTE : I F THIS MICROFILMED ►�.._.�,....._ I _�,..,...�... 212 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZ 11P CZ ZZ IZ OZ 61 X31 LI 91 SI bl EI ZI 11 01 6 9 L 9 S b E y 0111111111111111 lilt III I III 1111111111 � . 111.1h.1vIIII11l1111 „L, il11111111miIIIIIII11JI)It111�I111.1J1I�bf ��j�jI�IIIIIIitiII�lfIlllu�I1,1�111111111�IIll�11W�Ulil.�lll�ilull.•••I-••-'••ll�illlllullll�l�llttlW ul I II I111� -_ � ." '+rr�r+.++w.«r..r..a•-sur„ ...., .. _.,... _. ..- _ - ..✓ ""... _ ..._v..c....,....r.ps„ ,.., ,vr.r...,wW,.r,.,,,..aw .�_. ....._.�....>,...... ..+n. - .._.. _.. .y ....... now wr. ,,._s..., Sys cr..^"'..,v9Yr�de 'a - ........ ...... _. '.-4a4tlYg1lryiM a+rli.�l.► ,.r _ ...,,..+r v.�� SECTION 00100 INSTRUCTIONS TO BIDDERS the Owner , prior to the execution of the Owner-Contractor ,agreement , requires Bidders , in writing , to furnish such bonds from designated subcontractors . Should any bonds be furnished by subcontract bidders , or be requi ►ed by any Bidder to be furnished by any subcontract bidder , without written request by the Owner prior to the execution of the Owner-Contractor Agreement , such costs for any said bonds shall be at the expense of the Bidder and shall not be included i n the B i d sum . 8 . 2 TIME OF DELIVERY AND FORM OF BONDS 8 . 2 . 1 The Bidder shall deliver the required bonds to the Owner not later than the date of execution of the Contract , or if the Work is commenced prior thereto in response to a letter of intent , the 1 Bidder shall , prior to commencement of the Work , submit evidence satisfactory to the Owner that such bonds will be furnished . 8 . 2 . 2 The successful bidder shall promptly furnish an Oregon Public Works Performance Bond in compliance with Sections 279 . 029 , D 279 . 542 and 701 . 430 of the Oregon Revised Statutes and the provisions set forth under the Supplementary Conditions . Such bonds shall be written by a surety firm licensed to do business in the State of Oregon . 8 . 2 . 3 The Bidder shall require the attorney- in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of his power of attorney . ARTICLE 9 - FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 9. 1 FORM TO BE USED 9 . 1 . 1 A formal Contract in conformity with all provisions hereof will be prepared by legal counsel for the School District- and tendered to Contractor for execution within two ( 2 ) days after date of bid award , if an award or awards are made . ARTICLE 10 - SUPPLEMENTARY INSTRUCTIONS & INFORMATION 10. 1 BIDDING PROCEDURES 10. 1 . 1 Bidding procedures shall conform with the requirements of ORS Chapter 279 Public Contracts and Bidding , as well as any and all Administrative Rules of the State of Oregon Public contracts Review Board . END OF SECTION 00100-9 _�. �.-;. '111 111 111 �jl �1f t 111 111 III 111 111 III ill 1 1 Int 111 1 1 III ISI IIT i-� I t11 iil 1 1 I I i 1 f 1 t I I 1 I 1 1 1 i I I 1 1 �� .` � 1 I 1 � � I � � I � � � I S I I l l I i i I S I I S I 1 1111 11i � ill IIII1 �1 �11I111 i11f111 III � IIII111 � 111 NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 IIO I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ .-_-- - -- ___. . -- - -----_-------. _ - - - - - _ - --- --- ----- ------ - — OC 62 82 LZ 92 S2 02 EZ Z2 IZ 0? fit BI LI 91 SI bI EI ZI 11 01 6 9 L 9 S b E 2 1A Y 16 1990 i�ll�llll�llll�lllllllll�lllllllll�llll�lllllllll�illllllll�llltltlll�llfl�l1�1�1111�11 , 6111,1111�,LU�Lili11111�1a+l�tl�l�IlLl�llt1�11_Illlll�.tl#l�llll�Ul�Iilli�ITi1�IIIillill�IliL�llil�lili�llll�llll�l�l�ill��llJJ,�I„�N!l�ltll�ll! j111I,11�h11101111111.iJ1ll�3ltllllll�IUI�LW�1111 �rr.0-r...a.w.......w.... .�...w,,,a,r..._ .... - "i ... _ ,.._.,u.»,,,.w...... ,.,_......_......_._ --- .....W......,.._—....,.. .a...•..,.,O,.I�,U•--. ,,. ""� �,.... �,,,,�7„.. _ ,,.r,.. __, � _ _ SUBSTITUTION FOR. "APPROVED EQUAL" REQUEST FORM TO: PROJECT: We hereby sjtbmit for consideration, the following product instead of specified item for above proje:-t: Sectio: Y rifled "[tern: Proposed Substitution: Attach complete technical data, including laboratory tests and samples, as applicable. Detailed comparison of the significant qualities (size, weight, durability, performance and similar characteristics, and including visual effect where applicable) for the proposed substitution in comparison with the original requirements. List completely installation changes and changes to Drawings and Specifications required by proposal. Fill in Blanks Below: A. Does substitutio,n require change in Drawing dimensions? B. - Will Undersigned pay for resulting building design changes including engineering and detailing casts? C. What effect does substitution have on other trades? D. Differences between proposed substitution and specified item ? E. Manufacturer's guarantees of proposed and specified items are: — Same Different (Explain on attachment) F. Name and address of 3 similar projects on which product was used, z:.nd date of installation: G. Contract completion date is: Same Different (Explain on attachment) Undersigned attests function and quality equivalent or superior to specified item and waives his rights to additional payment and time which may subsequently be necessitated by failure of the substitution to perform adequately, and for the required work to make corrections thereof. Submitted by: For use by Architect: Signature Accepted Accepted as Noted Firm . Not Accepted Received Too Late Address By Date Date Remarks Telephone End of Form . .�. 11IIIIIIII � + 11 � + 11 � 1 � + Il �� tlt, t-(IJtl1I111 ` 111 111111 1 111 11 11 111 , 111111 111 111 111 111111 ` 111 111 � 111I11111 1I1I1I111I�I1 111I111f111I111I111 , 111 � 111 1 1 2 3 4 5 6 T 8 9 1�0 1 1 12 NOTE : I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN l THIS NOTICE , IT I" DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- - - - - -- ---- __- 0� 6Z 8Z cZ 9Z SZ 1•Z EZ ZZ IZ 0Z 61 IR LI 9I SI bI C I ZI 11 Of 6 8 [ 9 S b E Z + ""a'" IE Ml it III III IIIII Ililt IIIIII ;1111111;I111111111.lull-ilIIIII11twIlm!111AInhoIl(,Illboh1bU_►IIIIIIIIlII IJ III I1INI,I111111Ww1bu 111.inihi im Iw1l111 Illll�lllllllllllll!]11U11111I11!!�1!!!IlI11�111IIWlIIItI MAY 16 � 1990 .,..,....-�....,� J,rr ,,,� _,,,,,. •�ww.-."' .""„r.rr+....r '-'r .. ..'"'."'""yq'+i�'-.. _;r""`"""N"'^"'"".r"f'yu"`.""'.'' _. ,. _,.. .... ."""��" """"'.�� _..w -- -ti....:.c�...A.. .. n .... .,w«*r+r^+�s:me�u3i :"'°,3a". .. _. ... .. ,......w..w.wwnrrwlyrre.rmr �� _ ._ LYC SECTION 00300 BID/TENDER FORM P R O P O S A L FOR METZGER ELEMENTARY SCHOOL COVERED PLAY STRUCTURE School District t#23J Washington and Clackamas Counties , Oregon Tigard , Oregon Date : 1987 TO : ;r anc i s X . Hodapp l,s iness Manager Schon i District 9231 13137 SW Pacific Hwy . T i ,;iard , OR 97223 A L.ad i es & Gentlemen : Hav i ng ent1emen : laving carefully examined the Project Manual entitled Metzger Elementary 7�_hon 1 Covered Play Structure , to be located a t the existing -',;hao 1 site , and 'Che Drawings , similarly entitled , as well as the premises and conditions i r fe(: t i ng the work , the Undersigned states he has the personnel a0 means to :-•(,mplete the work and proposes to furnish all labor and materials and to Per f,)rm a 1 1 Rork required by and in strict accordance ►v i th the above named 1 .icuments for the following sums : . ) l BASE BID For the Base Bid , as defined in the Project Manual , the subtotal sum of : OOLLARS_ J 1 . 02 TIME OF COMPLETION The Undersigned agrees , if awarded the contract , to Substantially Complete the Work of this Contract by September 7 , 1987 and to fully complete the Work not mere than 15 calendar days thereafter . 00. 00- 1 �. t v4. N1W/wvYA4,'L'aMM . ^ e� a t. � �... i', i .. ,-;.:.nu,...+,.......t;r ..w«..,...,.., TS'''lif „y.". ..,. ...; ..r:. M .",'.^,'^,•.«. .....,.. ... ... _ .....,,.., w ':ioi S bli � rw,�i .'....� «„_,. .� � Ali ►11 1 � I 11 I 1 , 1 I i I I � i I I � ! � I � � I II � II� IIII ( I � � �� II � IIIIIII � IIi 111 � IIIII � I � III III � IIIIl11l111 111111 � 11 � � 11 ili � ili � lilil � �Il � lli ill l , i ili rli ill � , I � . .,� NOTE. : IF THIS M ICROF I LMEU 10 l 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 BZ LZ 92 SZ bZ EZ _ ZZ Iz r0 61 91 LI 91 SI bl EI ZI 11 01 6 e9 --` 9 - SMAY b C Z 1 �!tl♦s.+ �►Illllllllllllllllllllll��ll�l�l��llllll�lllllullIII!lIIIIIIIIII�I111�!#III!,Ul111i�r.11;IIIIi�I(II111LIL1�1lItIIIIIJ�III��I111�1111.1�11�!I1111L�1�l�IltllhJ!11111�1rt1IIIIlIIIh�IIIliII111111111II1I I I . 16 21990 ._ 1�l1111_�uli� a luuluu1iw11wl�luluu.lJ1lIl1111�lIuIlU11l1Ullll+ i .e•w,„.�A,rrrr,wa,A�,Anac.r^a+•w —• ., ._ . 'd SECTION 00300 BID/TENOER FORM 1 . 03 CONTRACT & BONDS Should the Undersigned be notified of the acceptance of 'th i s bid within 30 (Jays after the time set for opening bids , he agrees to execute a contract for the above work , for a compensation computed from the above sums , and to furnish certificate of insurance and performance , labor and material payment and maintenance bonds as required by the Project Manual . 1 . 04 BID GUARANTEES The Undersigned further agrees that the check or bid accompanying this bid shall be left in escrow with the Owner , that its amount or penal sum is the measure of damages which the Owner will sustain by the failure of the Undersigned to execute said agreement , certificate and bonds ; and that if the Undersigned fails to deliver the said documents within 15 (Jays after written notice of the award o.• the contract to him , then the check shall become the property of the Owner or the bid bond shall remain in fall effect . But if this bid is not accepted within 30 days after the time set for opening bids , or if the Undersigned delivers said contract , certificate and bonds , then the check shall be returned to him or the bid bond shall become void . )i MISCELLANEOUS PROVISIONS The Undersigned further specifically agrees to the provisions required by 3RS 279 . 350 pertaining to the Prevailing Rates of Wage which are included in this Contract . I . i)h ADDENDA Receipt of the following Addenda to the Contract Documents is acknoAl edged . Addendum No . Date Addendum No . Date Addendum No . _ Oa to Addendum No . ___`Date _ 00300-2 .r ,� � il ' � �� i � il�� rlr � ° I ' � ' � ' i � rit � i � tltlt � t � tltl � Il � tltlt0 � � lll tft � tl� itlt � ll �� 11 � 1llltll � l � � Ilt � � � � � � t � llt t � l , t � t tet � t � i tit int iii rpt rpt ilr iii � � i �� r i � r r � i ilr � � � rlr rlr rii NOTE : I F THIS MICROFILMED i - 2 3 4 5 6' 7 g g 1�0 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 AZ LZ 9Z SZ VZ CZ ZZ 1Z OZ 61 Of LI 91 S1 t, l C1 21 11 01 6 9 L 9 S b E Z 1M A Y 1116 1 � 1990 ��tt iitilr��Ir��rlr��rlrrrrlr�rrirriilirt�I��ttlttltlu1t1111�111�111111�}Ntl��t�iil��lcl;IIIIIII�IlI111,1�.l.itII1111�LI�It��11�I�h1�l11UII�11111Nt�f1111.�11a+flllilli��l�1��l��u�1111.�1111Iu��I1�11�1U�I�lll�,l u.-1-_._I-__ I-- -I-.- 1 _ 11111 .111ll�1lli1111�I111�11.u1911IWll�IIUI.�Il1I1�lIIIIUIll11 ... r ... ...a .�.y Iv SECTION 00300 BID/TENDER FORM 1 . 07 LEGAL STATUS OF BIDDER ( IF PARTNERSHIP OR INDIVIDUAL ) 1 witness whereof the undersigned has caused this instrument to be executed this ------ day of 19 PARTNERSHIPBIDDER SIGNATURE FOR PARTNERSHIP ( Name of Partnership ) (-kDjipany Name : --------------- NAME OF PARTNERS : City : ------Zip (D ( Signature of One Partner ) INDIVIDUAL BIDDER SIGNATURE FOR INDIVIDUAL d b a Address : city : State : -____________-Zip Code : Phone : 00300 -3 )OWN ,,� � � � � � al � � � � � ��fJ�.� � � � i ` � � � il � � l , � � � ' I � ili � iil �. i ` i �� l � l I � ill.�� , l � i ` I � i i � III � II � � iII � � i � i , � � � , � � 1 ` Ili� �� I I f I 111111 IfJ � ll11111 � io 9 ,I NOTE : IF THIS MICROFILMED 7 8 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 ez LZ 192 92 11P 2 C2 22 12 02 61 of Li 91 GI t, I C1 21 11 01 6 9 .1 9 S tF E a I ��II�IIII�IIII�IIII�iI11�1111�1111�I��I�IIINIIII�IIIlIl1lI�III�JIIN�1111��111Jl�J�-I�I��i�1►1111i1.lhL�Jlt,t�.ids.�llull�!.lllullll��J�1lJII��Ilu111J111�.�J11�1.11!�IIIIIIrr�I�I��I�luJ111�1u11�ulLl�ut�111�111JI1� tili�iillW.W�IJ1111111I11Il�llUll111..111l1�111J�1IL1�1E11�11U��111 . -�WIMMAY 16 21990 SECTION 00300 BID/TENDER FORM ( IF CORPORATION ) In witness hereof the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this ------- day of ---- ---------- ( Name of Corporation )~~ -----�--�---�--� By Title Attest �ecretary_______--______-- CORPORATE ACKNOWLEDGMENT ;TATE OF __ ___ __- -- ------ _-_- ------ � Ss ,''OUNTY OF -- -----____.___-----__—_- � On this _ -_--_----- -- day of ____------__ _- , 19personally and c ejho , being duly sworn , did say that they are the President and Secretary respectively of ----------------------------------------- - _ _ _ ____ _ the within named corporation and thattheforegoing instrumentwasexecuted in behalf of said ,orcporation by authority of its Board of Directors , and each of said officers acknowledged said instrument to be the voluntary act and deed of said corporation . Before Me : Notary Public For : My Commission Expires : ENO OF SECTION 00300-4 '•'M.nIrMMM�.. .''".� . t. � '� � .r --� ....i - N.__..-�,. ---- ......A#}w•-.......—_ ._, .-. +-aF.�+.r�.-.,....-;..T. a •w�•- .. n-. .. - .._ .. � ..r..w-n �.,..,.y,,TM.gyw.-.. - - - .- .. ..... .. .»w•;,......,. ,,,,.. i .. �01 I L II ►' D T II { I 111 111 � i � i � t � I � i � I � i � ili � i � I � I , 1 �l � iilll � lll �lll � lll � l �l � lll � l , l � Ill � ill � l , l � � 11 � 1 � i� 1 NOTE : IF THIS MICROFILMED 2 3 4 cJ 6 7 8 9 10 11 12 DRAW M IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 82 LZ 92 SZ bZ EZ ZZ 12 OZ 61 131 LI 91 GI b I CI 21 11 01 6 8 L 9 S b E Z 1MAY 16 1 � 1990 �fi1�111il�ilili��il��l��li�i�l��i�lilir�i11r11111{1111111111111t��11� 1�1�II11�l1�I�iIIt�111I��ILI�,U�I��{11111�1!lltt�t111111�1111f1u1{�111�►��111�11J!�1111J11r111111111t1�1111�1111{111lIIlu{�1�111{ �1111�111jl�illlllll�IJ�lllillU��lll�llll� k5, SECTION 00700 GENERAL CONDITIONS OF THE CONTRACT The Standard Form , of the American Institute of Architects No . A201 , entitled "General Conditions of the Contract for Construction" , August 1976 Edition , Pages 1 to 19 inclusive , including Articles One to Fourteen inclusive , as hereinafter listed , and hereinafter called the "General Conditions" shall be designated and hereby made the General Conditions of this Contract , as fully as if hereto attached or herein repeated verbatim . Articles of the "General Conditions of the Contract for Con- st.ruction" are listed in detail in the Index of Pages 2 , 3 and 4 thereof and are outlined hereinafter as follows : 1 . Contract Documents , Pars . 1 . 1 to 1 . 3 . 1 incl . 2 . Architect , Pars . 2 . 1 to 2 . 2 . 19 incl . 3 . Owner , Pars . 3 . 1 to 3 . 4 . 1 incl . 4 . Contractor , Pars . 4 . 1 to 4 . 18 . 3 incl . 5 . Subcontractors , Pars . 5 . 1 to 5 . 3 . 1 incl . 6 . Work try Owner or by Separate Contractors , Pa -s . 6 . 1 to . 3 , 1 incl . 7 . Miscellaneous Provisions , Pars . 7 , 1 to 7 . 9 . 3 incl . 8 . Time , Pars , 8 . ? tn ° , 3 . 4 incl . 9 . Payments, and Completion , Pars . 9 . 1 to 9 . 9 . 5 incl . 1 3 . Protection of Persons and Property , Pars . 10 . 1 to 10 . 3 . 1 incl . 11 . Insurance Pars . 11 . 1 to 11 . 4 . 1 incl . 2 . Changes in the Work , Pans . 12 . 1 to 12 . 4 , 1 incl . 13 . Uncovering and Correction of 'Work , Pars . 13 . 1 to 13 . 3 . 1 incl . 14 , Termination of the Contract , Pars . 14 . 1 to 14 . 2 . 2 incl . r r i or to subm t t i ng a proposal for the work , each bidder and sub-b i dder shall she Gener,; 1 Conditions and be governed thereby ; the Contractor and his subcontractors and sub-subcontractors shall be governed by the General �_orid i t i ons (luring the course of the work . idhere any Article of the General Conditions , or portion thereof , is _;upf, l omen ted or modified hereinafter , the original provisions of such Article sgall remain in effect where all , or a portion , of the wording of the Article deleted and other v4ord i ng substituted therefore . Where any such A,- t i c 1 era , or, pc)rtion Ehereof , is modified , any remaining provisions of such Articles not -so specifically modified si-)al1 remain in effect . All supplemental provisions of any Article shall be considered as added thereto . Copies of the General Conditions referenced hereinabove may be examined at the 1 )ffice of the Architect , or may be purchased directly from the American Institute of Architects , the Octagon , 1735 New York Avenue , NW, Washington , D . C . 20036 , or from local stationery stores , i ENO OF SECTION r 00700- 1 • ..'��-Yk;:.,..,. ..•:»uar.ass_:w�.ar ,�..:...,y.- �� r r �� t t ri I ( I I I � i � t r ( I � r �llr { I � r { I rll � l � Iltlt � tir tlr � tlr rlr � l) t r { r � t { t r { t � t { t tir � r { r I 111111rI � � r I tfi �{ t t { t i { t tlr i { � r � r i1 111 � � I � i � � I r NOTE : I F THIS MICROFILMED �. ! -_--- _ 3 4__ 5 6 �� $ 9 {)0 { 12 DRAWING IS LESS CLEAR THAN ---•,,,� THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. 0C 62 82 LZ 92 SZ 11P C2 ZZ 12 02 61 191 L I 91 SI tb I CI 21 11 01 6 9 L 9 S b C 7; t I MAY 1990 ,►rr rrtrlrrrrlrrrrlrrrr��r�rlrrrrlrrrrlrrrr�rrrtllrlllrlr111rr1I11{a�l�l� �uirll�r.rl;�r11tl1�rtl1.�,UJ.l�11IIIIIIIa!,{�11�111{i�.1IlI1II�IlII��.I�l�?�I1111.�ll,lE�i11!Irrrrllrrrirltl��I1�IIrIIW1.�ilJlull�al�I��t11,tltl,�LtlWltl,11,11111111�U1111111�t�ll11111�1�1!llll1l1�1�11 �Ir1r _ uu _.........�- pro. .... -- -- """"""�1!l49,.: -++w�• +►;Mtiwgg9•,�._ ++w www:,- . i, SECTION 00800 SUPPLEMENTARY CONDITIONS The following supplements modify , change , delete from or add to the "General Conditions of the Contract for Construction" , AIA Document A201 , Thirteenth Edition , August 1976 . Where any article of the General Conditions is modified or any Paragraph , Subparagraph or Clause thereof is modified or deleted by these Supplementary Conditions , the unaltered provisions of that Article , Paragraph , Subparagraph or Clause shall remain in effect . ARTICLE I - CONTRACT DOCUMENTS 1 . 1 DEFINITIONS k 1 . 1 . 1 THE CONTRACT DOCUMENTS In the second line after the word "Agreement " , insert the words "Advertisement For Bids , Instructions to Bidders , and the Contractor ' s executed Bid , " ; omit the last sentence "The Contract . . , Owner-Contractor Agreement . " . . . 4 THE PROJECT Bids will be taken and award(--, ' under a single contract including General , Mechanical and Electrical Work . Idd to 1 . 1 the following Subparagraphs 1 . 1 , 5 and 1 . 1 , 6 : ADD I T 11"NAL ABBREVIATIONS ANO DEFINITIONS Additional abbreviations and definitions are covered under Section x) 1070 . 1 . 1 . 6 PROJECT MANUAL The Project Manual is the volume which includes the B i dd i ng Document ; , sample forms and .ertain of the Contract Oocuments such as the Conditions of the Contract and Specifications . 1 . 2 EXECUTION , CORRELATION AND INTENT Arid to Paragraph 1 . 2 the fo 1 1 ow i ny Subpar, -3gr Kph 1 , 2 . 5 : 1 . 2 . 5 EXECUTION , CORREL-ATION AND INTENT Numbering of trade Divisions of these Specifications , and items of work included in each Oivisien and Section , conforms to the CSI Manual of Practice , Document MP-2- 1 , May 1983 Edition , as issued by the Construction Specifications Institute . ARTICLE 2 - ARCHITECT Add to Paragraph 2 . 1 , the following Subparagraph 2 . 1 . 2 : 2 . 1 . 2 The Architect is not bound to define the limits of any subcontract , and will not enter into disputes between the Contractor and his employees , iriclurJing subcontractor-, . a 0(1800- 1 140TE : IF THIS MICROFILMED ' ..,.,...,.�._,^ 3 _.__� 5 s 7 9 I?� 1 I 12 DRAWJNG IS LESS CLEAR THANTHIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 92 SZ b2 EZ ~ZZ IZ OZ 61 _ 81 LI 9! S1 t- ! EI ZI 11 01 -6 - 8- �L �- 9 S b E+_— Z 1 *#*,LBMAY • ,►1111111l�11111�11�1��1��1��1�11111J111�l111111111111111,11�f�111��u111�;U1�1��,1,I111�LIILI��,1111.111f1111IU!��Il.�llIlll�11�IIUIIIlllI1��111tllfl+1111111r111111111tu�lll�lt�11III��IItI�I��u� r 16 1990 —did _ I._t�tr�lltlttlw�►� �j�llll,�IIl1�jJ11�1111�1 �11�� ll�lUlfl.l�l�lill w ' r_*.►...rww-.w... _� ...... _.. ._,.... .. ..». � ..r..wrryMrW+.•..�. -..+...,_.+...�.,._._._.,_....__..�«.,.. .. ... _ .. .. .kr.'.,,,,+M...-.+�...•.....-.. .,. ._ .,. _ vs.- » SECTION 00800 SUPPLEMENTARY CONDITIONS Add the fo11owino to Subparagraph 2 . 2 . 2 : "Not withstanding any provision of The Contract Documents to The Contrary , all decisions , orders and certificates of the Architect are advisory only and not binding upon Owner until approved by its Board of Directors . " ARTICLE 3 - OWNER 3 . 2 INFORMATION AND SERVICES REQUIRED OF THE OWNER Add to Paragraph 3 . 2 , the following Subparagraph 3 . 2 . 3 . 1 : 3 . 2 , 3 , 1 The Owner shall arrange and pay for any plan checking and/or Development Permit Fees required by Code and ether regulatory agencies i nc 1 ud i ng c;, i ty , L-Ioun,ty or, State Building Departments . Delete Subparagraph 3 . 2 . 5 in its entirety and substitute the following : 3 , 2 . 5) The Contractor Nill be furnished free of charge 10 copies of Or"-3wings and Project Manuals . Additional sets will be furnished at the cost of reproduction , postage and handling . ARTICLE 4 - CONTRACTOR 4 . 3 SUPERVISION AND CONSTRUCTION PROCEDURES -. !J to paragraph 4 . 3 , the following Subparagraph 4 . 3 . 1 . 1 : : . x . 1 . 1 Before starting work , locate all general reference points . Take such steps as are necessary to prevent their dislocation or destruction . Contractor shall employ a registered surveyor and be responsible for the accuracy of the site and building layout and elevations for ti , _ work . 4 . 7 PERMITS , FEES AND NOTICES 4,dd to Paragraph 4 . 7 . 1 , the following Subparagraph 4 . 7 . 1 . 1 and 4 , 7 . 1 . 2 : 4 . 7 , 1 . 1 Contractor shall arrange and pay for any plan checking fees required by Code and other regulatory agencies including City , County or State Building Departments . 4 . 7 . 1 . 2 All fees except as specified above under subparagraph 3 . 2 . 3 . 1 shall be included in the Contract and shall be paid by Contractor . Contractor is to secure and pay for the general building permit for work under his Contract , and shall secure all certificates of inspection and of occupancy as required by the public authority , Eich Subcontractor shall secure and pay for a 1 1 7pec i a 1 permits , fees and licenses for his work . Deliver all permits and certificates to Owner at completion . 7. �...R.�.. .+.no.. _ IIIIId� I � ` IIIIII1III � II � III111 � III � III � IIrIIil � Ijl � lljl ' 11 , 111 � 11� � 111I � 11 �111I111I111 � 111I1 ! 1 ` 111I111I1 � ) 111111 + 111 � 111� 111 � � IIiIIIIIl1 IIIIIII � IIIIIItI�IIIIII � IIII1II � IIIIII � IIIIIIII I -1 NOTE : I F THIS MICROFILMED 2 3 4 5 6 7 8 9 10 II 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE GRIGINAL DRAWING. - 4E 62 82 LZ 92 SZ bZ EZ ZZ 12 AZ 6t 81 LI 91 -SII ti EI 431 11 0!1 6 8 L 9 S bI E Z I "O1'" tollIliIIlilt11IUIIltIIIIIIIIIIIIIIIIlIII��I11111111�1111I1111IIINIIIII�IIIIIIII�III III1�lIll1.III1.1�I 161111111I1I!�IIIlIIIIIj.Il1011111100.61411141 ill IIIII111111111I11all dIIIIli 111111111111JIll1iI11111111111 ll1111l111ll1W11111111111L1lUUIllIIU.IIiWI1111 MAY 16 � 1990 __.. .....,...-_ ..vim.....- _ ..,,, •" -,�,rw.,.—,.,,.-•-- ..,.-........... ..,,,._._- _._ _.�.....,,r,�� .._- - _ _ _..._ _ .. .. _.__,_,,..�- _ ._.._-..� ..,,,,,w,.,, � '"'r --�ItF._._-_......."1r .,, ,-.•« .... .._. ..._ - . �. + ..�.. --- ...._._.._.,,_....^...,,.-.......,. .. ti..4. -•.. «.•........... -" w'n7+f�nr�M.�.. .._,..,w,•a,awr".... .. .. ;,M; - -- .a��"""r`.' - _ _�.. SECTION 00800 SUPPLEMENTARY CONDITIONS 4. 9 SUPERINTENDENT Add the following sentence to Subparagraph 4 . 9 . 1 "The superintendent shall be satisfactory to the Architect and Owner and shall not be changed except with the consent of the Architect , unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ . " 4 . 12 SHOP DRAWINGS AND SAMPLES Add the following Subparagraph 4 . 12 . 9 : 4 . 12 . 9 The method , type , and number of shop drawings and samples are to Y� � P 9 p be submitted as set forth in the Project Manual , Section 01300 ; conform thereto . Any references to Paragraph 4 , 12 elsewhere in a the Contract Documents shall be read as referring to the same • subject matter in Section 01300 , 4 . 14 CUTTING AND PATCHING OF WORK Delete this paragraph in its entirety . Provisions for cutting and patching are included in the Project Manual , Section 01040 ; conform thereto . Any references to Paragraph 4 . 14 elsewhere in the Contras '- Cocuments shall be read as referring to the same subject matter in Section 01040 . 4 . 15 CLEANING UP Delete this paragraph in its entirety . Provisions for c'leaning up are included in the Project Manual , Sections 01500 and 01700 ; conform thereto . Any references to Paragraph 4 . 15 elsewhere in the Contract uocumenis sha11 be read as referring to the same subject matter in Section 01500 and 01700 . ARTICLE 7 - MISi SECTION 00800 SUPPLEMENTARY CONDITIONS 100% of contract sum for ( 1 ) performance , ( 2 ) labor and material payment , and ( 3 ) for one year ' s maintenance for correction of defective work . 7 . 6 RIGHTS AND REMEDIES Add the following to Subparagraph 7 . 6 . 1 : " If either party institutes any suit , action or other proceeding ; to enforce any covenant or agreement hereof , or to obtain any of the remedies herein provided , the prevailing party shall be entitled to recover such sum of money as the court may adjudge reasonable as attorney ' s fees in such suit , action or other proceeding , including any appeals taken by either party n such suit , action or proceeding . " 7 . 7 TE61S to paragraph 7 . 7 , the following Subparagraph 7 . 7 . 1 . '1 : 1 Independent laboratory or :=special Inspector ' s tests for (:ertain items of work will be paid for by the Owner as set forth under Jet; t_ i on 01400 . 7 . 9 ARBITRATION Delete Articles 7 . 9 . 1 , 7 . 9 . 2 and 7 . 9 . 3 in their entirety . All Provisions concerning arbitration set forth in A , I . A . Document 4201 Forming a part hereof are hereby delected , -3nd arbitration t)f .any controversy or claim hereunder may be undertaken only with the common written consent of the District , represented by the Board of Directors , and the Contractor . ARTICLE 8 - TIME 8 . 1 DEFINITIONS 3 . 1 . 3 Change this subparagraph to read as follows : "The date of Substantial Completion of the Work or designated portion thereof , including additive alternates therefore , is the date certified by the Architect and the Owner as stipulated in subparagraph 9 . 8 . 1 of the General Conditions after notification by the Contractor to the Architect that the Work is substantially complete , all prerequisite items specified in Section 01700 have been met , and obtaining from the Contractor an occupancy permit issued by the local Building Department , when the construction off-he Work is sufficiently complate with all work and items indicated in the Cnntract Documents in place and operational , 1 1 i n accordance w i th the Con t. rac t Documen ts , so the Owner may occupy the Work or designated portion thereof for the rise for which it is intended . The Architect and Owner sha 1 1 be a 1 1 owed up to -seven ( 7 ) (Jay-s 00800 -4 ' • 1 '� ......', .: ........ ...........:.....,u.w.... :. .... . .,....,: -. ... 'SrRR-..... .r� .'.. . .[yWlLlr.• :{ ,,. ... � It � t1F' tIt �111tItitlol � tlt � iltltll � tltltltll � I � I � t1111 � 1i1I1 � tI11� I11t1111 �ti111111111 � 11tllit � litltll � 111 tll ; tllltlt � ttt� tlt � titllit � tpt tlt � tliltlt � tlt � It � titltlt � tlt tlt � tlrltlt � tlt . . _ NOTE : I F THIS MICROFILMED '2 '3 -- 5 6 7 9 10 12 �r�wW,...wsw..� .s r ....w FNM DRAWING IS LESS CLEAR THAN .._ THIS NOTICE , IT IS DUE TO �. 1HE QUALITY OF THE ORIGINAL DRAWING. - OE 6? 92 LZ 92 9z bZ EZ ZZ IZ 0? 61 81 Ll 91 G1 tb I E 1 21 11 01 6 9 L 9 S b E �ttt ttltlttttlttttlttttltutlttttltttt�itt�tttt1111111111�1111�1111�111�111�1�1111I�I, �1�� It1I-6111.VIII,1t111JAll"11111.1 IIJ11.III1.1111jullIIIIIlll. 1IIIIIfill 111111111111.1111111ua1111�111�1�11111�111�1�111JI1111�111f�1111111i1� 1ll11UuLUll�lllll�l!l1111��uU 111, M11A Y 16 10990 16 _... ,r... ..- - _.... _. ._,... __. .....-� _.,..-�.....-..._......_.i'- -__._. _ ........w. ..,r .._ � _� -- ...rr..»r.aY.w.w+.,«_�..,r,_..�...._... _ - .._..... _. _._.... „ _ , .,... ... ,.... ... .. ,w�,1rM .. - _• ,�,,,,�, .. , ...._. - ,,,.,,.., .. '' ... x. 4 �,�, -� _ ... - SECTION 00800 SUPPLEMENTARY CONDITIONS for review and notification to Contractor as to acceptance . Such acceptance , including preparation of the Certificate of Substantial Completion , shall establish the Date of Substantial Completion as stipulated in subparagraph 9 . 8 . 1 . The fact that the Owner may occupy the Work or designated portion thereof on or after the (date established for Substantial Completion of the Work does not indicate that the Work is substantially completed , nor does such occupation toll any liquidated damages requirements . " Add the following Subparagraph 8 . 1 . 3 . 1 to 8 . 1 : 0 . 1 . 3 . ? As between the Owner and the Contractor , as to all acts or failures to act occurring prior to the relevant Date of Substantial Completion , any applicable statute of limitations -sha 1 1 commence to run and ar.y alleged cause of action shall be deemed to have accrued in any and all events not later than such Date of Substantial Completion ; as to all acts or failures to act occurring subsequent to the relevant Date of Substantial Completion , any applicable statute of 1 imi tat ions aha i 1 commence to run nd any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate for Payment . 8 . 2 PROGRESS AND COMPLETION d the following subparagraphs 8 . 2 . 3 snd 8 . 2 . 4 -. 8 . 2 . 3 The Owner will incur -,,erious and substantial special , incidental and consequential damages if Substantial Completion and transfer of certificate of occupancy for the Work does riot occur by the datestipulated for Substantial :ompletion . It would be difficult if not impossible to determine the amount of such damages . Consequently , rhe sum of $ 100 . 00 per calendar day is agreed upon as liquidated damages , and riot as a penalty , which amounts . 011 be due and payable by the Contractor, to the Owner upon demand for each day of delay in Substantial Completion of the Work ( i . e . , each day by which the Substantial Completion and transfer of certificate of occupancy of the Work as stipulated above under subparagraph 8 . 1 . 3 is later than the date -stipulated in Bid/Tender Form for Substantial Completion of the Work ) . 8 . 2 . 4 The foregoing provisions for liquidated damages are intended to be in lieu of the liability of the Contractei- for special , incidental and consequential damages ( such as cost of capital and loss of profits , use and revenue ) sustainea by the Owner but shall not relieve or release the Contractor from liability for any and all damage or damages suffered by the Owner due to ether breaches of the contract or suffered by separate contractors . no3on-S ;. ,,�„r,..- r.., ,,.. :.. _ ... '^ ► . — u . arraW :, � irll � !'IIi1 �� tII � I � tI � II1Ililil � I � III � i � lll � l � lll � l � l �l � fi ' , I � I � IIIII � III � I I � tI1 � lll � l � l � 1 I � Ili � lll � lif� l I � III � 1 l � i ' 1 � 1 I � III � 1 1 , 1 ' III IIIIIII � IIIIII AIIIIII r11 � llr rll � ► Ir II � ` Ilt NOTE : I F THIS MICROFILMED '� 5 6 7 8 9 0 0 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --—_- _ _ --' - - - --------- ---- O�E GZ 82 LZ 92 SZ bZ EZ ZZ I Z 0Z 61 81 L 1 91 S1 t, I C1 21 P1 01 6 9 L 9 S b E Z 1 ++ I U11I ►II 1111111111111111111 �rrrll�I�1rI11111��111111111I111111111I1IIi�t111�11�lllhllltll�111l�IIII�I��I � 1I1.I 1w I I i I IIuI)IU IuIIuH6"1111bi!IIIIIIIiIiiIIIIII11111111111I1111 11-11I111dW1ii�11�1L��L�liiitltlulllliliuillij ��j �(l,�ll!l�lullfl111�I�llUllll1 M A Y 16 1990 ,.....y v rn r•:. .,... y � � � L• ,.�i."7.�•�" ...� _ -�...•...ar:.�.+rr��...,._yy_ ... ...wr _ 1�.yyyyWY7t,,.-. .. � SECTION 00800 SUPPLEMENTARY CONDITIONS ARTICLE 9 - PAYMENTS AND COMF: ETION 9 . 2 SCHEDULE OF VALUES ' Add to Paragraph 9 . 2 . 1 : "Prepare Schedule of Values as set forth in Section 01025 . 9 . 3 APPLICATIONS FOR PAYMENT Add the following sentence to Paragraph 9 . 3 . 1 : "Retainage will be withheld at a rate of 5% in accord with Sections 279 , 410 , 279 . 420 , 279 . 430 , 279 . 575 and 701 . 410 Et Seq Oregon Revised Statutes . " �iid the following to paragraph 9 . 4 : } , . ; The Owner will make payments to the Contractor on account of the contract as folloNs : . 1 Monthly in accordance with the General Conditions . Th i r• ty days a f ter comp 1 et i on and f i na 1 acceptance by the Owner , the balance due under the Contract , provided the work be then fully completed and the Contract fully performed . 9 . 6 PAYMENTS WITHHELD 41d the f�� l l ow i ng ; r?m to Subparagraph 9 . 6 . 1 . 3 F.3i 1 .jre to pcesent affidavit pertaining to wag paid -3 ?quired by the Contract Documents . 9 Delay fey the :ontrac- tor, . 10 L -1 qu i da ted damages :n to Paragraph 9 . 6 , the following Subparagraphs 9 . 6 . 3 , 9 . 6 . 4 and 9 . 6 . 5 : 9 . 6 . 3 As stipulated above , a sum equal to five percent ( 5% ) will be withheld , as a retainage , from the monthly progress billings submitted by the Contractor the the Owner . With each payment request , furnish a signed receipt from each Subcontractor and firms furnishing work on the project attesting that he has been paid in full , less retainage as stipulated herein , for work provided by them up to and including the previous payment request . �)J800 -G • . .. M1 =V;'-,i .rJ:Y;.a Jcr„i .. '"%'- ,app.: ,vwn�4•rM9Ny* hp,,,x,�,uJFpur ' 's'� .�ir�� d.;: ,ad+J,4.I:Jrw r".u'�.h...•+s :,a 1 I1 i,iI11qf1I1I1 tIl I I i l 1 1 i11 11 11111111 IfClI11lI lIl ` lIl till ' lIl ' l1l 1 11 I111 , 111 111 -1-1 11I 1i 1 III� II1a I ' lllI1III11111111111 I411 ` 111111111 Jill „ NOTE : IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 I l 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 6Z 82 LZ 9Z SZ bZ EZ ZZ IIZ OZ 61 81 LI 911 GI bI I El 21 if 01 6 8 L 9 S b E Z ��I11111{111111111{I1t1111111lIIItlttlll{II�IIIII1111�1111INIIIIIII�ItF1�1I�I�1111 11 11;IIIIII11111jI1�.Iillliill�I)AI1.111111il1111Il1.1111.111butliUI�.U1_►1IIIIJill11111111U11161111111111014i1.11111116 �11��1u1 I IIIl��11ll1ll�U�lLI1�IL11�11U�1111 1 21990 SECTION 00800 SUPPLEMENTARY CONDITIONS 9 . 6 . 4 Pursuant to Oregor. Revised Statures ORS 279 . 312 , the Contractor -shall make prompt payment , as due , to all persons supplying to the Contractor labor or material for- the prosecution of the work ,provided for herein , pay al 1 contributions or amounts due the State Industrial Accident Fund from the Contractor incurred in the performance of the contract herein , not permit any lien or claims to be file or prosecuted against the Owner on account of any labor or material furnished ; and to pay the State Tax Commission all sums withheld from employees pursuant to ORS 316 . 167 . 9 . 6 . 5 Pursuant to ORS 279 . 314 , if the Contractor fails , neglects or refuses to make prompt payments of any claim for labor or services furnished to the Contractor or a subcontractor by any person in connection with a "public contract" , as defined in ORS 279 , as such claim becomes due , the proper official representing Washington County School District may pay such claim to the person furnishing the labor or services and charge the amount of the ��ayment against funds due or to come due the Contractor by rCason of th > > Contract , but the payment of a claim in the manner authorized herein shall not relieve the Contractor or his surety from his or its of) ligation with respect to any unpaid claims . 9 . 7 FAILURE OF PAYMENT ingel the f o i l ow i ��g in Subparagraph 9 . 7 . 1 : Change seven ( 7 ) days to fifteen � 15 ) days , in all p l ace•; where it occurs . 9 � 8 SUBSTANTIAL COMPLETION Add the following sentence to Paragraph 9 . 3 . 2 : "The payment shall he sufficient to increase the total payments to 95% of the Contract Sum , 'ess such amounts as the Architect shall determine f car all incomplete Work and .rose t t 1 ed Add to Paragraph 9 . 8 , the following Subparagraphs 9 . 8 . 3 and 9 . 0 . 4 : 9 . 8 . 3 "The Contractor agrees to the use and occupancy of a portion or unit of the ,project before formai acceptance by the Owner under the following conditions : . 1 A Certificate of Substantial Completion shall be prepared and executed as provided in Subparagraph 9 . 8 . 1 of the accompanying General Conditions of the Contract for Construction , as supplemented , and further stipulated under subparagraph 8 . 1 . 3 of these Supplementary Conditions . The Certificate on :.ubstantial Completion shall be accompanied by a written endorsement of rhe Contractor ' s insurance carrier and -surety permitting occupancy by the Owner during the remaining period of Project Work . 00800- 7 Qui , SY11{ °tolu.xS,:a _. ... ,. . ., ...,. .. -- .. - -.. _ r F ��"'"'• - TAMA— i� 11 { I � ►llti 1 1 � 1 'Itl �l I � 1 Itil11111111111 1111111 � 1 �1� 1 � 1 111111 � �r� 11 ►1� ` 1 1111111111111I1111111 1i111111111i 1111111I11t � 111 111 { IIII � II { 111 �11111iI11111Ji 111 { 111111 { 111 • I I I I 1111 ) 11 1111 6 10 11 NOTE : IF THIS MICROFILMED { 2 4 5 7 Q 9 2 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGI14AL A DRAWING. 0C 6Z BZ LZ 9Z SZ 110P EZ Zz IZ OZ 6t 91 LI 91 SI bl EI ZI 11 01 5 9 d 9 S b E ►IIII11111111�I11111111�111111111�1111111I�IIII{IIIIIIIIIIIII111IhII�II�lu111I11III11li1vIIIIIlIIIIIntiftill 11111 highull 1101110111.111 ll 1l 11twLil1IIIIItilIIIIJillullIIiII11IIIIulII111111.111111imlill1W66tlhmiinhulno MAY — 1990 •r•- ._ _ .. ._ r..._:. ._w..r„_hr+-,v....s.. -...-.�...y, _.�...�..-_-- — .. _. .. - - - -- --- -.. — -�...-.._._- � -._.. ° rR.......ass.._.:...�...............M.>�.:9Y'•a+r•.M+;�.__. .ua�---�MI�'-_....�.......,...........n. ,. ...r.. ..._-N...yMx..w,...::�'".w�-�r:'�. .... _. ,. • mr,,._,_+�..� •�,Y,�,►•.`— _. �"_-�w. .WG.w...... 'SECTION 00800 SUPPLEMENTARY CONDITIONS . 2 Occupancy by the Owner shall not be construed by the Contractor as being acceptance of that part of the Project to be occupied . . 3 the Contractor shall not be held responsible for any damage to the occupied part of the Project resulting from the Owner ' s occupancy . . 4 Occupancy by the Owner shall not be deemed to constitute a waiver of existing claims in behalf of the Owner or Contractor against each other . . 5 Occupancy by the Owner ,prior to Project acceptance does not relieve the Contractor of his responsibility to maintain all Contractor ' s liability insurance and bonds required of the Contractor under the Contract until the entire Project is completed and accepted by the Owner . . 6 The Certificate of Substantial Completion shall except work that may be incomplete at time of 0(.,cupancy or, that may extend to unoccupied areas . 1 Thou 1 d the Arch i te,: t repeatedly perform unnecessary which occur because of failure of the Work to comply with ,- ! aims of Status ;Df completion made by the Contractor , then the Owner wi 1 1 (:ompensate the Acch i tect for these uriexpected add- i t i una 1 services . It is agreed that the Owner sl� a 1 1 have the right to deduct the cast for such services `,,om the final payment due the Contractor , subject to the following limitations : . 1 That the Owner ' s claims for unnecessary r,e i nspec t i rens apply only to the period beginning with the Contractor ' s -�(Dt. ice )f substantial completion , and ending on the -ea to j f Final acceptance ; . 2 That the definition of unnecessary inspections , and the cost for same shall be as set forth in Division 1 of this Project Manual , Section 01700 , entitled "Contract Closeout " . 9 . 9 FINAL COMPLETION AND FINAL PAYMENT a- e: ':he following to end of Subparagraph 9 . 9 . 2 : "Additional provisions pertaining to final acceptance of the Project and release of retainage are specified in Section 01700 of this Project Manual ; conform thereto . " ARTICLE 11 - INSURANCE 11 . 1 CONTRACTOR ' S LIABILITY INSURANCE 11 . 1 . 1 In the first line following the word "maintain" , insert the words "with a company or, companies licensed to do business in the State in which the Project is located and include costs therefore in the Base Sid , " 10800-8 ` _d,► t .. g�.� _ :,.1,+'L.iI�IR.• .�:_. - ...,Y... _ -- .w - . + ..:4 ... _ .... y .., n. - yti.y.fy,.:, y ....._.- ..-. YMts...�w.-r+w. -Wi, .. 3 4 5 6 7 8 io I I 12 NOTE : IF THIS MICROFILMED ►-..�...•�----•--�--•� --- -•••�-i-:•-- --- DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO O THE QUALITY OF THE ORIGINAL DRAWING. - ----- ------------ — -- - ------- OE 6Z 82 LZ 92 SZ 02 EZ ZZ IZ OZ 6t 91 Li 91 S1 bl £ I ZI 11 01 6 9 1 9 S b E Z 1 ��rlirrtrlirrrlrirrliiri�ii�il�irili�rilrirr�rtIII111Iltllllllll�ll�l��llllll�llllallltllj�.11;lillillltL� Ll11.►allilltl�l!llt�lllllL�hr1111111ILIJ.IIJIj, hill 11i.1161W wilMAY 11990 �tutl�I111u�u�lul�llll��llu�ll�Illul�uullln t 1 �,...,....r.,.s,:. .....,...,,.,,.�y�,....,__ y„n... - ..... ,. ,.__ " _ ...- .v...r+...-,r- -. +.+fw.r..r„ -..� '. 1 - _ _` .. _ .�rrw... ..r....a..,.+.�ryy..�-...•--•,. ,.,..».........--.......................�......,�,. ,�" v+».......w...• -._. ,.titer _..._.y�' '�°�� ... ..,..... ... .. ,�. .:.. .. .. .. �y y.' .w.."'�`.�,,.. SECTION 00800 SUPPLEMENTARY CONDITIONS 11 . 1 - 1 . 2 Omit sera i co 1 on on th i r-d line and add " including Contingent Employers Liability ( Stop Gap ) ; " e 11 . 1 . 1 . 6 Add " Include overages for Owned Automobiles , Non-Owned Automobiles and Hired-Cars . " Add to Paragraph 11 . 1 . 1 , the following Subparagraph . 7 : . 7 Blanket Contractual Liability ; " t ACId the following to Paragraph 11 . 1 . 1 , after new Subparagraph . 7 : "The Contractor shall not commence work under this Contract until he has obtained all the insurance required herein and such insurance has been approved by the Omer , nor shall the Contractor allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractor has been I so obtained and approved . Approval of the insurance by the Owner ,hall not relieve or ;decrease the liability of the Contractor here i n . Alid the F(� llowing Clause 11 . 1 . 2 . 1 to 11 . 1 . 2 : . 1 The insurance recluIred by Subparagraph 11 . i . 1 •�ha11 be written on an occurrence basis , for not less than the fnllowing , or greater if r,equ i ced by "taw : 1 . Worker ' s C�-,mpensatic,n : ( a ) State : itutory ( b ) Employers , Contingent Liability ; Stop Gap ) : $ 1 , 000 , 000 . 00 2 . Comprehensive General Liability ( including Premises -Operations ; Independent Contractors ' Protective ; Products and Completed Operations ; Broad Form Property Damage ) ; ( a ) Bodily Injury : $ 1 , 000 , 000 . 00 Each Occurrence $ 1 , 000 , 000 . 00 Annual Aggregate ( b ) Property Damage : $ 1 , 000 , 000 . 00 Each Occurrence $ 1 , 000 , 000 . 00 Annual Aggregate ( c ) Products and Completed Operations to be maintained for one year after final payment . ( d ) Property Damage Liability Insurance shall provide X , (C and U coverages . 00800-9 -.• 1. .fit„-.,.,,...;,,. lrl � islt ` IIIIIIIIilrlr Ilt � � 11 � 111 � 111 � t11I11111tIItI1 � Illlllt � ll� lllt � li � f� lt � tl ► Illt � tii 111itlllllt � �lt tlt � titltlt � tlt Ilt � lil ilslrll rirlIIr Jill lrlr 1lililr rli rIr iii rir rl � rli NOTE : IF THI5 MICROFILMED � _ 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E 62 82 L2 92 SZ 02 PCZ 22 13 02 61 81 LI 91 GI b I El 21 11 01 6 9 L 9 S b E 2MAY itIIIIIIIII1111111c�11111111111111�rIIIII111�111111111IIIIIIII1�I11N�11lII1N1�1111I1111I�1I�I11111iI11I!!,I,IU.iJl111lill!!�II1.1l�I)I�h111IIi.IIIIJULII.ttl)llt�111►_111tII1t11IIIIllllll�llll�IIIIIIILIIIUL�U.11� 990_ �wl,l�,uliwL�.�la,ul��ul�ll��Il�llu��ll�� .. ftR ,,,,,,a,. ._ ,...... .,»,,,,,.,,... - ,6".. -- — As a SECTION 00800 SUPPLEMENTARY CONDITIONS 3 . Contrac. 'ual Liability : ( a ) Bodily Injury : $ 1 , 000 , 0n0 . 00 Each Occurrence ( b ) Property Damage : $1 , 000 , 000 . 00 Each Occurrence $ 1 , 000 , 000 . 00 Annual Aggregate 4 . Personal Injury , with Employment Exclusion Deleted : $ 1 , 000 , 000 . 00 Annual Aggregate 5 . Comprehensive Automobile Liability : ( a ) Bodily Injury : $ 1 , 000 , 000 . 00 Each Person ,51 , 000 , 000 . 00 Each Occurrence ( b ) Property Damage : ,51 , 000 , 000 , 00 Each Occurrence 6 , The Cwner ;hall be named as an additional insured and the policy shall be endorsed to stipulate that no cancellation or reduction in cover•�ge shall be made w i `hou t giving thirty ( 30 ) days advance written notice to the Owner by registered mail . Such ,isucance shall be ,pcimary and concurrent wi th any other insurance held by Owner . " -V i.a ie fol 1 cw i ng C 1 ause 1 1 . 1 . 4 . 1 to 1 1 . 1 . 4 : 11 . 1 . 4 , 1 "The Contractor shall furnish one copy of each uF Certificates of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of all co�verage required by Subparagraphs 11 . 1 . 1 , 11 . 1 . 2 and 11 . 1 , 3 . The form of the Certificates shall be iden _ ical to or comparable in content to AIA nt-)(;uif!en t G705 . The Contractor, shall r'urn i sh to the Owner copies cf any endorsements that are subsequently issued amending coverage or 1Iinits . " 11 . 3 PROPERTY INSURANCE ( Carried by Owner ) .add the following Clause 11 . 3 . 1 . 1 to 11 . 3 . 1 : 11 . 3 , 1 . 1 "The form of policy for this coverage shall be Completed Value ( Builder ' s Risk ) . " 00800- 10 p.,.. a 'VON"" ■Marii I 'kI II IIIR1I III III � i il � 111 � 111 , 1 � 1iiII 11111filIll]-111 1-ri11111111r111 tili-11-111111 1111 III � II � � IIllr� l .`.., 1 � 111 � 111 � 111 Ilr � llili � i � i � � i � i � ililili � s � i AIIil111 � 11i11 � � III � Ir ' i� 1 � � � 1 NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 10 { 12 Make DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ ------_ — �. 0C 62 92 L2 9Z S2 02 C2 22 12 02 61 of Ll 91 S I b I El 20 11 01 6 9 L 9 S b E 2MAY �►illy!If�il�lii�l,�l�ll�,��Iriiiltii�il�ilNlllllllll111111111��11I1�1111�1u111!',ulilii�ill;VIII{�u�;I1111111,1.1!11111!`1lLli1lUllllillJL1�1E�llltlliL�t111II1�1�lllllllll�i111�illlllllllil�l�ll�llilt�� 1� Iullll! I y Illlli II111�1�j,�j�Jj�jj�,�11t11uLr1lu�l�lJllul�ul�llit� 1 9 9 0 - ,_..yr+........�.,« •—ma- _ _ ..i. . ,... ..,....+0.:.-.. . ..r. "fiYft'.:.s w.+......+ +-... _ ..'fYw.' +riii.+`� , '".. ..... ...,.< . - M+tlbNY.1.11YIa.. _ �r.iil �YY.. 11TV SECTION 00800 SUPPLEMENTARY( CONDITIONS Add the following Clause 11 . 3 . 1 . 2 to 11 , 3 , 1 : 11 , 3 . 1 . 2 " If by the terms of this insurance any mandatory deductibles are required , or if the Owner should elect to increase the mandatory deductible amounts or purchase this insurance with voluntary deductible amounts , the Owner shall be responsible for payment of the amount of the deductible in the event of a paid claim . " -�?vised Paragraph 11 . 3 . 6 as follows : 11 . 3 . 6 In the first sentence , after the words " . . . ( 2 ) the Architect " , insert the words : " , his consultants , " . After the words " . . . separate contractors , if and , and" , insert the words : "any of" At end of paragraph , add the Following sentence : " The coo 1 i c, i es -sha 11 I)e indorsed to i nc l ude such waivers of • subrogation . " ARTICLE 12 - CHANGES IN THE WORK t 12 . 1 CHANGE ORDERS -, id the following to Subparagraph 112 - 1 . 2 . "Submit quotations in -e 3,00nse to Arch i to-act ' s request for change order proposal within 20 days after date c-)f Architect ' s request . " In the second sentence , de i e to tf�r WOrrl� "a ceasonab l e a l 7 QWance For overhead and prof i t " and suhst i tute "an al lowance for overhead and profi t i n accordance N i th the schedule set forth in Subparagraph 12 . 1 . 6 below . " , ;cif +-}-,,, fi) 11 (DA ing to Siibparp.graph 12 . 1 . 4 : "Contractor , and subcontractors through the Contractor , shall et forth documentation covering disruptions or delays , if any , to be caused in the Work due to change orders , in the Owner ' s request for a change order . " add the following Subparagraph 12 . 1 . 6 to 12 . 1 : ' 2 . 1 . 6 In Subparagraphs 12 . 1 . 3 and 12 . 1 . 4 the allowance for overhead and profit combined , included in the total cost to the Owner , shall be based on the following schedule : . 1 For the Contractor , for any Work performed by the Con �ractor ' s own forces , 10% of the cost . . 2 For the Contractor , for Work performed by hiy Subcontractor , 10% of the amount due the Sub -contractOr . "?0300- 1 1 :.. i 1 I I � I }�I 1 � 1 � 1 I � I � I J I i J f � '1 j l � { f � I ( 1 i { l � I J i i J l � f l l I J I � I J I l J l � I � 1 � 1 � ll � lil � � i � l � l � �1 � 1 � 1 � � � 1 � J � 1 � il � l ► Ir { il � li � � .-�--,-�. _ ._.�_ NOTE : IF THIS MICROFILMED 3 4 5 6 7 8 9 10 iI 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 6Z 9Z LZ 9Z SZ bZ EZ ZZ 12 OZ 61 91 Ll 91 S i b I El 21 11 01 6 9 L 9 S b EMAY' . 1 1990 �►Il�lllllllll�illiliill�lili11111�11l11111lj111111111111rrliiillliil`111'�111111111J1�llll.ll;�llii�lll1�1,1.11�1.i11�1111{il!��t1.1111111)i�Jlill�l��J., lll}lUtr►I1iJlnlllllllltulllii�llll�illlJllll�lll.l��llllllulllull� i11111111�W�11t1.1J1�1.l11IJ�1ll{II�I�I.IU{litl — .-•,.,.�,:.-._......_*► .......,,,.,,,a.w...... ._... ...-... ..,.w...........__�...,,,u.;. ...y,,..... ' two . w..r _.._;,,r ,.«-, ...�... ,;,.,,...,.. �y,-.. a _ w•,/►�....-- , SECTION 00800 SUPPLEMENTARY CONDITIONS . 3 For, each Subcontractor or, Sub-subcontractor involved , for any Work performed by that Subcontractor ' s .wn forces , 10% of the cost . is . 4 For each Subcontractor , for Work performed by his Sub- subcontractors , 5% of the amount due the Sub-subcontractor . . 5 Cost to which overhead and profit is to be applied shall be determined in accordance with Subparagraph 12 . 1 . 4 . . 6 In order to facilitate checking of quotations for extras or credits , all proposals , except those so minor that their propriety can be seen by inspection , shall be accompanied by a complete itemization of costs including labor , materials and Subcontracts . Labor and materials shall be itemized in the manner prescribed above . Where major cost items are S:-hr-ontracts , they shall be itemized also . In no case will a (.hange be approved without such itemization . 12 . 3 CLAIMS FOR ADDITIONAL COST 1--ie following to Subparagraph 12 . 3 . 2 : "Contractor , and subcuntractors through the Contractor , shall set Forth documentation covering d i srtip t i ons or delays , if any , to be ,.aused in the Work due to change orders , in the C(Dntrat: tor ' s rlequest for a change order . " ARTICLE 13 - UNCOVERING AND CORRECTION OF WORK 13 . 2 CORRECTION OF WORK Paragraph 13 . 2 , the Following Subparagraph 13 . 2 . 08 : (,ontractor and his Roofing and E <terior Sheet Metal 3L16(: orit_ractors , jointly and severally , shall warrant roofing of all types installed ; exterior sheet metal work plus all other work Nig i ch is a component part of or penetrating or projecting through the roofing to be watertight and weathertight against ordinary wear and +isage for a ptr i od of ten ( 10 ) years from and after, the Mate of Substantial Completion . " ARTICLE 14 - TERMINATION OF THE CONTRACT 14 . 1 TERMINATION BY THE CONTRACTOR -1 . 1 . 1 Delete this paragraph in its entirety . 14 . 2 TERMINATION BY THE OWNER 14 . 2 . 1 In the first four ( 4 ) lines delete the words " is adjudged a bank rup t , or, i f he per i -s ten t 1 y or repea ted l y" . 1 .1 . 2 . 2 Delete the last sentence . 00300- 12 VMWWAWMW .ni+Y4M. .4w -?is.'.�iNk. -:-, m..dlf1`Y=1�IbIIYa`.I. ._.... w-...wsx_.- i� .`,1T.1.�. • ' � � � ►II � � III I � � � � I � I � � � IIt tit tit III Ilt III sir I � r tIr � � l III I �I III III 1I1 ill III III ISI ! ! I � � III i � l ill 1 ' I I � i I � I I I i � ilili III I A I ` I I � I Iii I i III SII I ' I � ) •. , I S I � i I i I I I I I I � 1 � � I ! I I � I l I � I ( I ! I I I I I I I I I f l l I I I I I I 1 NOTE : IF THIS MICROFILMED . _ _ _ 2 .�... 3 -- 4 -�.� _ 6 7 8 9 h0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO i THE QUALITY OF THE ORIGINAL DRAWING. - OE 6? 82 LZ 91I2 SZ 02 EZ ZZ IZ OZ 61 Bi LI 91 SI VI Ei 21 11 01 6 9 1 9 S b E Z I3111'" MAY 1990 ►II�IIIIIIIII�u1111111��1��1��1111111111111111111IIlII�IIi1�1111III11�1I11II111�1�11�1_II;�Illl�illll.l�,�.1�.1.f11lIIIIIII! Ill.��lll��Il(j�I;IIILILIL�Ittill�l�ll�llilll�iMIIIIIIIiIU�II!I�IIIIIIUIIIIII�lL11,IlUaI�111I11�I1W1I111�1'IlII1111�11.�1I1111�Jll111111�U�l�JlUllllllllllllWlll�l _ _.._�._ .. ...._ .., _�,-�._. -_� •- __.:....�_.._ ._..r...�.....,.-,,.,r-- _.--.... ...�... _ :. �, _ _ ayn,.�• ...........-..,.�......-.�....__.,o....,...,.......--w,v,w. - _ ,,.,. +.mow __--._-w,..,,,�.� � � .. :.w>w, SECTION 00800 SUPPLEMENTARY CONDITIONS ARTICLE 15 - STATUTORY PROVISIONS In addition to the Statutory Provisions specified hereinbefore , the following Statutory Provisions which are applicable to Public Contracts generally , shall be conditions of any contract awarded hereunder . 15 . 1 Pursuant to ORS 279 . 316 , no person shall be employed by the Contractor for more than eight hours in any one day , or forty hours in any one week except in cases of necessity , emergency or where the public policy absolutely requires it , and in such cases , the laborer shall be paid at least time and a half pay for all f overtime in excess of eight hours a day and for work performed on Saturdays and on legal holidays specified in ORS 137 . 010 , except Veteran ' ,? Say . Pursuant to Oregon Revised Statutes TORS ) 279 . 313 , the contractor sha 1 1 make prompt payment , 95 ;71,e , to a 1 1 persons supp 1 y i ng to the e;ontr"actor labor or materials f or the nrosecu t i n Of t ',e work provided for herein , pay -i i 1 con tr i hu t i on s or amounts due the State Industrial Accident -+jnd from the contractor incurred it) the performance of the con t(-a(: t here , riot permit sny lien ce- claims to be filed or prosecuted ;iga i ns t the ') -i � tr i c t ,.)n account of any labor or material fernished ; and to pay the , tate Oepartment of Revenue all sums withheld fr�-)m employees pur-,rant *o r3RS X16 . 167 . P+irsliant to rRS 279 . 314 , if the contractor fai 1 > , neglect � , or, refuses to make prompt payment -.n arty claim For labor c;r Sery i cies flirn i shed to the (�on t-r sc tor, IDV my pers,)ns in connection with r.h ; s agreement as such claim becomes clue , the pr,-,ner f i c-er )r officers representing the District may pay srjch 1 a i rn to the person furnishing the labor _7ery i ce and charge the ;ianoun t of the ;payment ajainst the contract Dr . 7:�e aayment Df 3 ; ' -1i ;n in the manner authorized in this par-•agraph s h a i 1 not re ? i ?ve the contractor or his arety from i t,s obl i g a t ion Ni t re-;oect to any unpaid claims . 5 . 4 Pursuant to ORS 279 . 320 , the Contractor shall , promptly , as due , make payment to any person , co-partnership , association , or corporation furnishing medical , surgical and hospital care or other needed care and attention , incident to sickness or injury , to the employees of such Contractor , of all sums which the Contractor agrees to pay for such services and all monies and sums which the Contractor collected or deducted from the Mages of his employees for such services pursuant to any law , contract or agreement for the providing or paying for such service . 0 00800- 13 .... .,.wx�.�x-1"' �►., r� ... �, .w}e.,., _ ..... -- w .._. -......_ s , . y�,O,,,l�. _ - .. •a ...q..RA..__ ..�.. ... ;� r � � � r ►� r { r }�1r � rlr �� 1 � � � ri � , � I � � � Ir � rir � rirlrlr � rl � irl� � I � rlrll � rl� ilil � � lr �� lr � ► II � rIr � 11 � � r1 � � � 1 � i � 11 � rllllll � rlr � rlr � rlr� lll � � l � i � l � � � l � l � r � � � r � � � i � � � i � � � � � � � � � � � r � � I � I � r � y � r � � � � � y � � � NOTE : IF THIS MICROFILMED 7 8 9 r 1? r DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL 3 DRAWING. 0E 62 62 LZ 9Z SZ bZ EZ ZZ 1Z 0Z fit B i i.1 91 GI b I El 21 11 01 6 —8 - —Z -' 9Y- S ' b E Z i "";A" ' ►i1IrI111�111�I�I�I��I��I��I��l��►��rrri1111�11111rrrt�{tulNl��tur�rt:or�il� �rt1;ItI111Ill 16616lolli 11111Ir)idIrolim,rJ11bw6LhfJiiiillttrii id ui1111riItll�IlUl�1111�{�llLllll�l� Is!!l1��1111�illlll�llWll�Url�lrlLlrlll�lllllrrtl 1990 ..� .�.... _...-r-..rr. r.r.rr...y... � - ...._ T � .gens, e...�..:.. y.+yRi;:,... �tiu �+......,..+.... ..-»....�. ,wwu.mr:.� yp_ww.k..rr. r..Y��gp,PYh. ..�.['.WLy,•, .. _.1..:� �� ., ,.,...... SECTION 00800 SUPPLEMENTARY CONDITIONS 15 . 5 Pursuant to ORS 279 . 348 through 279 . 363 , inclusive , workers in each trade or occupation employed in the performance of any contract ?warded hereunder either by the Contractor or any subcontractor or any other- person doing or contracting to do the whole or any part of the work under this contract , shall be paid not less than the minimum hourly rate of wage set forth in certain document entitled Prevailing Wage Rates for Public Works Contracts in Oregon , effective July 1 , 1987 , as issued by Oregon Bureau of Labor and Industries as it applies to District No . 2 ( Washington , Clackamas and Multnomah CountiEs ) ( ORS 279 . 348 ( 2 ) ( b ) ) , copies of which are attached hereinafter and jade a part of this Project Manual . 15 . 6 A list of public agencies that have enacted ordinances or regulations dealing with prevention of environmental pollution and the preservation of natural resources that affect the performance of the contract is included in the Contract Documents , � . 7 Pursuant to ORS 279 . 021 , Section 2 , where public; contract is awarded to a foreign contractor , and the contract price exceeds X10 , 000 , the contractor shall promptly report to the Oepartment (�f Revenge , on forms provided by the Oepari:ment of Revenue , si;ch -information as it may require before final payment can be received on 1-he ;public r,Dntract . The District -=hall satisfy itself that this requirement has been met before it issues a final payment . A foreign contractor is one who is riot clomiciled and;'or registered to do business in the State of Oregon . . .3 I f a d i spu to ar i ses a.s to what i s the preva i 1 i ng wage rate for ary class or workman , and if the (dispute cannot be settled by the ' parties involved , it may be referred to the commissioner of Labor , State of Oregon , for final determination . 1 The wage rates are minimum rates only and the Owner will not consider any claims for additiona ' compensation because of payment made by the Contractor, or a Subcontractor of any wage rate in excess of the prevailing rate . Notarized certificates that the minimum wage rates have been paid by the Contractor and each subcontractor shall be submitted with the Contractor ' s application for payments . 00800- 14 Nis MI&I y�., ..� .,u- - . . ,.r .- - - _ .� .. ..--.. .__ .. .. ..,w, _ >- . - _ � -+email■.., .•-_. .r wr _ 1V x, 11 IIE III . II 111 111 i 1 � 111 I �1 I � 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 I I 1 III III III III 1 1 1 �1 1 � 1 1 � 1 III III lel 1 � 1 1 � 1 111 1 1 111 I uI I 1 1 11 1 1 111 111 111 111 111 � � i � f � I 1 � I � I � I � I � I � � � I � I � Il � � � i � � � l � � � � l � li ' � 11 � ililll � ' � � il � i ' � + 2 3 4 5 6 7 8 9 1�0 I I 12 NOTE : IF TH IS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 V2 L2 92 SZ 02 E2 22 12 02 61 91 Ll 91 G1 b I El 21 11 01 6 8 L 9 S b E Z 1MAY �►II'lII1�1111�1i11�1111�1111�1111�1111�1111�1111+111l111111u1111i1111111��1111111�111i�.tllElllli�j�1L��,�jJjJI�IIII��I!lltl.Il�lllll�IUll�ill�lul�lt�.).u(�(►,��i11rIIn1111lIIIIul�lillilll�lll�Ilu��1111�1.�111oliWt�uI1�.I�1111W�1�ll�1ll�1111�1111�W1�11u.�11!l�llu�.11llllullllUll�i� � ......... 1990 SECTION 00800 SUPPLEMENTARY CONDITIONS 15 . 11 ORS 279 . 352 is quoted as follows : "279 . 352 Provision in contract for minimum rate" of wage . The specifications for every contract for public work shall contain a provision stating the existing prevailing rate of wage which may be paid to workers in each trade or occupation required for such public work employed in the performance of the ccntract either by the contractor or subcontractor or other persons doing or contracting to do the whole or any part of the work contemplated by the contract , and the contract shall contain a provision that such workers shall be paid not less than such specified minimum hourly rate of wage . " 15 . 12 Contracts for public improvements or public works executed by the District -shall also include the requirements of the following Statutes : ORS 279 . 318 - Provisions relating to environmental and natlira 1 resollr-ce-j laws - rnd cu 1 es ; change orders . ORS 279 . 326 - Agreement to germinate contract . ORS 275 . 328 - Extension and compensation when work 'sus,Pended in certain cases . ORS 279 . 130 - Compensation when (_.olitract terminated . ORS 279 . 333 - Application of ORS 2''9 . 324 to 279 . 330 . ORS 279 . 334 - Labor employed through contractor ; Max i maim hu+1r _, o f l aoor on pub l i c contracts . ORS 279 . 336 - Time limitatloo on claim For overtime ; posting of circular by Contractor . ORS 279 . 338 - Length of day ' s labor on public works . ORS 279 . 348 - Definitions for ORS 279 . 348 to 279 . 350 . ORS 279 . 350 - Workmen on put) lic works to be paid not less than prevailing rate of wage . ORS 279 . 352 - Provision in contract for minimum hourly rate of wage where contract price exceeds $2 , 000 , determination of prevailing rate of wages . ORS 279 . 354 - Certification of rate of wage by Contractor or subcontractor . ORS 279 . 355 - Inspection to determine whether prevailing rate of wage being paid . ORS 279 . 356 - Liability to workmen for violations . ORS 279 . 400 to ORS 279 . 420 - Withholding of retainage by Contractor - or subcontractor . ORS 279 . 526 to ORS 279 . 542 - Inc . - Bonds , actions on bonds . )0800 - 15 'T aYApk i.Y T p tl'� � - �IIII11 � 111 �� 1 111111 1 111 111111 { 111111 ! I ' I ' I � t 1 �111 � 1 till { �l I � IIt � I I � II1 � 1 111 � ty1 i � tltil I � Ilf� l I � III � 1 i � illll I � Iltlt tlt � tll 111 � ti1 � 11 � 111 �Itltll 1ltlili illilll i � l ' 1 ► ) `�. NOTE : IF 'THIS MICROFILMED ! 2 3 4 5 7 8 9 _ 10 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - 0C 62 92 LZ 9Z SZ bZ EZ ZZ 12 02 61 91 L I 91 S I b l El 21 11 01 6 9 1 9 5 b E 2 still IIIII 1111111111111111111�111111111�111�It11�111111111�1111II1NIH11�11�1�11,11��I tr�III��j11IIIIlII�!1�11��111l11lull(IIILIII�I> 111�ULIIYiilifi11111iI1111IIIIlIIIIlIU11IIIIlI111111111I!Il.'Ill 1�1W� Ilt�ll1J1111111L'��111111111111111W1�111111111�11UL1111II�JIIl�11I1111 M-A Y 1990 ..% , SECTION 00800 SUPPLEMENTARY CONDITIONS ORS 279 . 575 - Partial payment on public contracts ; retainage ; interest , exceptions ; settlement of compensation disputes . ORS 701 . 410 - Definiticn5 - retainage . ORS 701 . 420 - Partial payments . ORS 701 . 430 - Performance Bond , effect of no bond . ORS 701 . 435 - Deposits in lieu of cash ; retainage . END OF SECTION 00800- 1f ik�:. ,�.�... + i i i Flt t � t t Ali � l � t i i t � l III I I ! I t 1111 I i II1 1 1 III t t tit I ! III t I I , I t t III I i III 1 t I � t t I I � t i i tlt t i hili i tli t � tit t t t � t t t tlrl � i- hitt NOTE : JF THIS MICROFILMED .-�.... _...s_.._:�...sem__ _ 4 J 6 7 8 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, - --- - ---. _ _.__ - ...-._._____--_ ----------.-__--____.___._..___ - _ -- - OC 6Z 8Z LZ 9Z SZ 1PZ EZ ZZ IZ 0Z 6I 81 LI 91 SI bl EI Z1 1 1 01 6 8 L 9 S b E Z t ""�"'" ' ��tt�ttttl�tttlttttlt�ttl��It��tl�tttlttt�ttltIIIIIIIIlIlI111�II11�1111��I11�Ii,1J�1111►11lLI�I1tl�l�ll�.1111111III►'.1!,1�11�1111I�Illu�l�.IIIU�lllltl"Illll�,'ll!tltl11tn11111111111I1IiL�lllllllll�lil11111�t11111111.�J,J,�,W,�,1�1�1111�1.111�11111111l111111�11111a1�1J1ll.11llJl��1.l��Ul�llU�llll M1990 . fop CERTIFICATE OF INSURANCE SAMPLE FORM AIA DOCUMENT 0705 This certificate is issued as a matter of information only and confers no rights upon the addressee. It does not amend, extend .or alter the covzrage atiorded by the policies listed below. Name and Address of Insured COMPANIES AFFORDING COVERAGE Covering (Project Name and location) A V C Addressee: r -1 (Owner) p E L J _ _F This is to certify that the following described policies, subject to their terms, conditions and exclusions, have been issued to the above named insured and are in force at this tune. TYPE OF INSURANCE CO. POLICY EXPIRATION LIMITS OF LIABILITY IN THOUSANDS CODE NUMNER DATE EACH A CRE AT OCCURRENCE 1. (a) Workers' Compensation Statutory (b) Employer's Liability S Each Accident 2. ComprehenGeneral Liability including: Buddy Injury S $ ❑ Premises - Operations ❑ independent Contractors Properly Damage S $ ❑ Products and Completed Operations ❑ Broad Form Property Bodily Injury S S Damage and Property ❑ Contractual liability Damage Combined ❑ Explosion and Collapse Hazard ❑ Underground Hazard 'Applies to Products and Completed S ❑ Personal Injury with Operations Hazard (Personal Employment Exclusion Injury) Deleted 3. Comprehensive Automobile bodily Injury $ Liability (Each Person) ❑ Owned Bodily Injury S ❑ Hired (Each Accident) ❑ Non-Owned Property Damage S Bodi;y Injury $ and Property Damage Combined 4. Excess liability Bodily Injury $ $ ❑ Umbrella Form and Property ❑ Other than Umbrella' Damage Combined S. Other (Specify) 1 . Products and Completed Operations coverage will be maintained for a minimum period of ❑ 1 ❑ 2 year(s) after final payment. 2. Has each of the above listed policies been endorsed to reflect the company's obligation to notify the addressee in the event of cancellation or non-renewal? ❑ Yes ❑ No CERTIFICATION I hereby certify that I am an authorized representative of each of the insurance companies listed above, and that the cover- ages afforded under the policies listed above will not be cancelled or allowed to expire unless thirty (30) days written notice has been given to the addressee of this certificate. ^same of issuing Agency Signature of Authorized Representative Address Date of Issue AIA 00C11MEN! G-^ • C(C11fICAIE 0I I\I%L'RAN(( • W,V1. "fIOK I -'n 1011 If I% . Aln .i4 • 14`N Vs I�Sill AKLHIIL(.IS I-11 NUN 1()/:r \;r i;\(,1(I\, D.C., KA OU 0705--1976 re.. .. _ ....�,.. II11Ilt 11 ► 11i11111111111111Illlllllllllrlllllllllllll1111111111111tilIIIIlIIN _ __ .v lrllllf•lIII � I I { I I � I I I � 1 1 I � I i l l I S I I I I I i I I i I i i I I ' 1 ' 1 ' 111 ' NOTE : IF THIS M ICROF I LME D L I 2 3 4 _ 5 6 7 8 9 10 I I 12 DRAINING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE 1-0 �. THE QUALITY OF THE ORIGINAL DRAWING. _ OE 6Z 92 LZ 9Z SZ 0 EZ ZZ IZ 02 61 81 LI 91 SI V Cl ZI 11 01 6 8 L 9 S b E Z I 11111111111111111111111111111f1111i11111111�111111111111Illlrlllr!11�IIIII�I�IIIIU�IIJ 11►i1111��I 111111I1111JII0,1IIlu1_ lu II'I111�U��tIr1�In1III 11111oil IILIII 11111111H&W1WIjIII1JJ f11 ' �111111111111t1it111�1111� u11II1111u11�I�Mll1+ MAOY 1990 rtECEIVED r iREVAILING WAGE RATES JUL 3 - 1981. �N1iTH /nt '' ' `'SRT. for Public ors Contracts ion Oregon 0 * THE UNION O� O 1eev Mary Wendy Roberts Commissioner Effective July 1 , 1987 Bureau of Labor and Industries ' � � � tip tit �it tit � � � t tit tit tit tit tit tit tit til Int tit til Iit tit t � 1 til Iit ti �rlit tit sit tip tit tit tit tit ill fill tIt t t t t tit 11tIt fit tit tit ttt tit + It tlt tit "r`_ _ .-��-..�..,�.� ,��i_...:a l i l lilli 11111 III I I l l l i l i 2 3 4 5 9 I ! NOTE : IF THIS MICROFILMED . .-.� .. . 8 7 8 I?0 12, DRAWING IS LES: CLEA9 1HAN l THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _. -------- __ _.-------- OE 62 BZ a 9Z - SZ bZ EZ -ZZ I Z OZ 61 91 L I 91 191 b I E I 21 11 01 6 9 1 9 S b E Z 1 ��Itlttttlttttlttttlttttlttttlttttlttttlttt�ttttltllllc1111111��I1N11111�111111411111111 Atfill 11 .iail111111wilaolmdltl huill-Illel►Al duil1Ill 1ttIll1111111till I d II1 1111111111111dwil1U� �lillfllil111111lllUtitll!l�llllLllll�tuiltlU�sll1 BUREAU OF LABOR AND INDUSTRIES Mary Roberts, Commissioner lip July 1 , 1987 This booklet contains the Prevailing Wage Rates for the building and construction trades in the State of Oregon . These rates are effective July 1 , 1987 . 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 speci fi citions when -the advertisement for a public works contract is issued . A provision that Prevailing Wage hates be paid must also be put in the contract. Tile rates in effect at the time the bid specifications are first advertised are those that apply for 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 P ortl and (229-5750 ) . RY NDY ROBERT Commissioner Bureau of Labor and Industries PORTLAND SALEM EUGENE 1400 SW Sth Avenue 3865 Wolverine St. NF; E-1 165 E. 7th Street, Suite 220 Portland, Oregon 97201 Salem, Oregon 97310 Eugeoe. Oregon 97401 MEDFORD COOS BAY BEND PENDLETON 700 E. Main 320 Central Ave., Suite 510 1230 NE Third, Suite A244 700 SE Emigrant, Suite 240 Medford, Oregon 97504 Coos Bay, Oregon 97420 Bend, Oregon 97701 Pendleton, Oregon 97801 AN EQUAL OPPORTUNITY EMPLOYER Maw .',. IrIrI ►It1r Irlrlr � rlr, lr tlr rltltltllltllltlllt � t � rlt {1� i � 1 t � t � t � � Itltltlr t � 1 � ti � I � tll � tlt tltltlrlrlt � tlt I I � I � tItltlt � t ' t111t � tIrlr11 � 11t 11111111 oil �It � rltlrlt � rtr rlr � rl + Irlr � rtt I l I I I .,I NOTE : IF THIS MICROFILMED �... ...�.�.,_ .. ! 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS GEAR THAN THIS NOTICE , IT IS DUE TO �. THE QUALITY OF THE ORIGINAL DRAWING. • - _ _ - _ _ ____ _._ OE 62 B2 LZ 92 SZ b2 E2 22 12 OZ 61 91 L I 91 S I t, I E I Z I 11 01 6 9 L 9 S b E 2 �rtt�Itttlrrlrt�trrrlrlrrr rrrr��ir rlrtrlttrt�ttt111111 111111111 IINIIINN111lIIul i11i��11;�1111101IldimlIli Iuji litAindmiIiiid 1"1111111111AIIJ111111 Ili Ili �t�t1I1111�11 I�IilillWllU�IllL�ll1111111�1!lllllllliUllllll�Ilt1 MAY 990 a.re..rsa Rae:.... - .. . ,t„ :►-.. -- »-_. ....•.:_ _ _..»�,;c„ . __.__ . �..,.:. ..ar�..-W.. ,wr _.» rra.�^--"'�� .._ w`a i,,: - .,.,....... raa. x ANNOUNCEMENT The Prevailing Wage Rates contained in this booklet generally reflect those rates determined for Oregon by the Secretary of Labor of '►he United States pursuant to the Davis-Bacon Act ; certain changes have been made to better refect prevailing practices in Oregon , Pursuant to ORS 279 . 348 to ORS 279 . 365 , these rates have been adapted 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 section and in the "Commonly Asked Questions " is meant to provide a convenient reference to Oregon ' s Prevailing Wage Rate Law . It is in no way a complete statement of the laws and rules . If you have questions about the enforcement of Prevailing Wage Rates , please contact the Wage and Hour Division . Division offices may be reached at the following phone numbers : Bend 388-6330 Eugene 686-7623 Medford 776-6013 Pendleton 276-7884 Portland 219-5750 Salem 378-3292 Apprentices and Trainees Apprentices and trainees may be employed on public works . To qualify as an apprentice or trainee , the worker must be registered in a bonafide apprenticeship or training program of the U . S . Department of Labor , Bureau of Apprenticeship and Training ( BAT) or with any State 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 c)r 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 which overtime is computed . July 1987 Page 1 _. - ?R ..,,� ... �i.C'i.`I► -W". Rs,.- ....�:,�y— _ �...a.._ �. — _ - ....�r.. ---% •'T..�..-^r'egAPp1�a .r'^... n". x.nw«nr --.�• ....- - _.._.. -...... . -. . .- a.�+r«..........--. `rrw..nrrr......�' M w+�^.Y'I.!.az.�� ... ... ;'� 1 � � � 1 �{ � I � �III � I � � � I � { � I'� � I � � � I � � 111 � 111 � 111IIII � III � II� � Illltll � il� � tllitll �Ill � tii � Ill � tI � IIII � tII � IIo � Iltllll � lll � tll � lll� ili � lli { � Ilr � ll � � l � � � l � { � I � � � t � l�I � i � l � I � ll � � lilili � rlr � il � � ill 2 3 4 5 6 7 8 9 !'0 I I 12 NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. __- -----_- -- _ _ - --_ _ _ - -- - ------ ----- -- 0E 6Z 92 LZ 92 SZ b2 EZ 22 12 0Z 61 81 LII1 91 GI bI I E 1 21 11 0I1 6 9 L 9 S b 1 Il ) Z 1I111111WI1111.1111 .1111111111 1.11111"JilLIkillIIIII"IIIIIIIII1111111.111111111IIIIIIIJ1dlul�l�11�11 �l ll�ill �lli11111111 I�11U11.111�IJubbll!{I�!l�11.1I"IlullIW{1111 MAY 1 ) 1990 _. _.. .. ._......... .._ _...._..._.__-_._._....u.,�f„�.___.... -- -.................._....,........- _ .._ - ..._.-__ ..-._._.,_�,....w«-..,.''•�.. ro _..��' _... ..,_ .,...,-._...�..w,.i.,.,.............._._�_... _ ... ..,.. _,+,,.,.i,li, ',•N. ... �k._4M��- WNL .. . ...,.._,.,,,.,.,.,.,.R.n+o.,. .,,..._ � _ - Bid Specifications The specifications for every 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 satisfy this requirement ( QRS 279 . 352 ) . NOTE : 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 Benef i is Payments for fringe benefits are in addition to th? basic hourly rate . Fringe benef i is means the amount for: a ) medical or hospital care ; pensions on retirement or death ; compensation for injuries ar illness resulting from an occupational activity , or insurance to provide any of the foregoing ; b ) unemployment benefits , life insurance , disability and sickness insurance or accident insurance ; c ) vacation and holiday pay ; d ) defraying costs of apprenticeship or other similar programs ; and e ) other such bona fide benefits . NOTE : For the purpose of Prevailing Wage Rates , fringe benefits do not include any benefits which may be required by federal , state or local law ( e . g . Workers ' Compensation , Unemployment Insurance , etc . ) . Fringe benefits may be paid to the worker in cash or to a third party administering a fringe benefit program . When an hourly rate in excess of the required prevailing base rate is paid , the amount by which the rate is exceeded may be credited toward payment of fringe benefits . Overtime Workers employed on a public works job for more than eight hours in a Jay 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 pay differentials do . Work performed on Saturday, Sunday or legal holidays must also be compensated at time and one-halt . Legal holidays fur purposes of Prevailing Wage Rates include the following : 1 ) New Year ' s Day on January 1 ; 2 ) Memorial Day on the last Monday in May ; 3) Independence Day on July 4 ; 4 ) Labor Day on the first Monday in September; 5 ) Thanksgiving Day on the fourth Thursday in November ; 6 ) Christmas Day on December 25 . NOTE : 'ontractors who are signatory to a collective bargaining agreement may be subject to different overtime requirements ( ORS 279 . 334 [ 30 . Page 2 July 1987 NOTE : IF THIS MICROFILMED I 2 3 4 �J h 8 9 I �- 4 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. UE 62 8? LZ 92 SZ bZ EZ ZZ iZ OZ 61 91 LI 91 SI bl EI ZI 11 01 6 8 L 9 S b �It I I I I I I I I I I I I I I I I I I I I I 1111 I�11111111�I!111�1111I I Il1I 1111111 III11 UIIIIINI�I�I��ll!I l,�j I I i 11111 I l 111�u.uh111)I I I II I I!!Ill,�!I I!I�I1I U I I Ll I I .Ill��.�llt�tlLl I I I II It11I I I I II I I LIII l IlI II I I I I III II I��Ill�JJ1I1.11�11�1ti1111111llt111111�ll�lJ�ll�lllt�l�ll�llll.Il1.1111I IU Ill1L1I1111 ,...�..,.� MAY _._...__ ... .....- .. ._-.-� _ ...---..... .�_ ----_—. ._ ,.r.. _ .... ..,n,-..__„_._..T., ._. y _la,s _ .r. -.....:....._.........., ..a..,........._...__-___.......... ......,.�...d ,..r 9,Vwt1 ..... ..... __ _. '��. a.r-• - ,... - a- a. Certification of Payroll The law requires every contractor and subcontractor to Hie certain information on wages paid to each worker employed on a public works contract . This statement must completely and arcurately 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 i n the back of this booklet ; xeroxed copies may be used for filing . The schedule for submitting payroll information is as follows : once within 15 days of the date the contractor or subcontractor first began work on the project and once before the final inspection of the project by the public contracting agency; in addition , for projects exceeding 90 days , subr.!issions 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 97201 . The payroll information must be kept by the contractor and or subcontractor for three years . COMMONLY ASKED QUESTIONS 1 ) What are " Prevailing Wage 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 ? " All employees of a contractor or subcontractor engaged on a public works project when the total price of the project. is $10 , 000 or more must receive at least the Prevailing Wage Rate ( PWR ) for time worked on the project , unless otherwise exempt Supervisory and office/clerical employees are not required to be paid the _ PWR . A person who owns and operates his/her own truck or other hauling equipment on construction projects ( Owner/Operator) is not required to be paid the PWR . 3 ) What about contracts when Federal funds are used? When more than $2 , 000 of federal funds are involved , the contract is usually subject to the provisions of the Davis-Bacon Act , not Oregon statutes . Further information may be obtained from the U . S . Department of Labor, Wage and Hour Division , Portland , Oregon ( 221 -3057 ) . However , in the event that federal funds are involved , but the contract is not regulated under Davis-Bacon , Oregon ' s Prevailing Wage Rates Statutes may apply ( ORS 279 . 348 - 279 . 365 ) . July 1987 Page 3 :y ..,. -'..W..,..- b4 ' ! ri" __- ,•{,; t i.y,1..:it r.. :�u ,,'':: :.::,,., -=Y'e",.'u,t /.".'= .. . ,. _ ... _. .:... L1101 .w. 4....:,..-e ".:,.U., vua:.,-.: ia a k .trehY!' + ,. n>. .. + 114 ,-.. kyr=.w+.�xb'ien. �.�- •'...,yrwfltMlR7`TaM�� ... 'y. �1lilrl ►I � li �l � II � Iilil � 111 119 � III1111 � 111 IIIII � IIIIi , 1 � 1 I � ifl �lllll � ilr r11 � 1111111 � 11i 11 ► � IIr1111 � 1) 1 111 � III � � II � Iil� lll � Ili � ili � oll rlilililili � 111 �Illrll � lllirl � rI1IiItI � I � Irw1 3 4 5 6 7 8 9 10 I I 12 NOTE : IF THIS MICROFILMED :......._..._.--- ..' ...�r-.,-.. - DRAWING IS LESS CLEAR THAN Mite THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ --- _ 0£ 62 B?, LZ 9Z SZ bZ £Z ZZ 1Z 0Z 61 131 LI 91 1 VI £ I 21 11 01 6 9 L 9 S b £ Z I ` MAY 1 990 �II�ii11111ii�illll��II��I��I��IIIIIII�IIIIIIIIilllll�lli111111�11lIIINl�lilllllii,tll;�i111111111�,8�.1.11111111,1)!1I11J!`111�_`)Ii11iE11ILIll`�11t�)ll1�1JL.1111111rr1111111i1u11111.{Illillu1111III1111�ia1�I1lU:�li1�iW�ill 1�i1I111 �ll I,11�IllllWl�ll�l�111111111,1Ullloll�1111 a n r __..»N.......... .�,,.._� ._ '" .t .. .,W.,..W.r..... ..�...-s..... .. .. _"-___. . _ _ _ _ -� "' �c�.....-•=-`..�! - ,., .. _....,-. ..... .. .: ' �wr..,..:.._-... _................... ^_.........w..u+..+m.., _. „ ..r,. ;,r,..T - - ww .. „-, .e,... .- 1.... .e. __. ._..�.„,. .--+ .. -alb' +ar!wrw.�yr++a- .. ... _ ,.., :"► .. 7�e .. `�If/..'"Mri(p�,'7» _ ,.k; .� . -�!Y".i�" ._ -,.�' rl COMMONLY ASKED UESTIONS ( Continued ) 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 . Fringe benefits may be paid either to a third party trust account or in cash directly to the worker. 5) What if the employees are not 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 the 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 classifications . 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 ? How long are they effective? Prevailing Wage Rates are deteroni ned once each year by the Commissioner of 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 Waqe 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 . Contractors and subcontractors who intentionally fail to post the PWR can be made ineligible to receive any public works contract for up to three years . Page 4 July 1987 r , .. MIL., I � � � lE1111 lII � ll � � l � l � 11 � , 11 � � 11 � 1111 � 111 � � 1 � � 1 � � � 1 �1111t11 ( 1111� 1111 � 10 � �� 11 � 1 � IIi11 � 11i 111 � 11ilill � l� 1 tll � llillll � ll ! IlI � Il1 11 � � � 11 ill + ill � li � ili� �lll111 � 11II1 � Ill I � NOTE : I F THIS M IC,ROF I LMED3 2 4 5 6 7 8 9 10 11 12 ir.wr�rr�r.rrr� r+r �.�s.asax� DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 9? 1.2 92 SZ bZ EZ ZZ 12 OZ 61 81 L I 91 S I b l CI 21 11 01 -6 9 L 9 9 b ��lilllll��llll�l��1�1i�I��I��I��1��1111tItt�IIIIIIIII�III11111t�4Ntltl.ll�111)��11;I111�III11�,�U�jf11I1111��.1��1�1�11I��1t�111UlIllJ1111f��lll�l,L��It1111ffi1IlIIIIIIu�tII�IItIIII��III.�l�11(I�I�U�ItI --I•---'-- 1 . 990 tl�u lLlt llll�llll Illl,ll�jjillU�Ullj.11111111!l11.11�1I1I�i1�I�LlL��lll1 arm,;. .. .., ,wl►,•_ -- -.......,,,. COMMONLY ASKED QUESTIONS ( Continued ) 9 ) What can I do about a contractor who is not complying with. Oreggn ' s PWR law? File a complaint with the nearest office of the Oregm Bureau of Labor and Industries or contact }he Wage and Hout-- Division , Bureau of Labor and Industries , 1400 S . W . 5th Avenue , Po r-'.-- Oregon 97201 ( 229-57x0) . Other Bureau offices are located in Bend ( 388-6330) , Coos Bay ( 269-4575 ) , Eugene ( 686-7623) , Medford ( 776-6013) 9 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 contrLctor ' 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 contractor or subcontractor in order to pay the unpaid prevailing wages directly to the worker ( ORS 279 . 314; . • Contractors and subcontractors who intentionally refuse to pay the Prevailing Wage Rate to workers employed on public works or to post the PWR on the job site may be determined to be ineligible to receive any public works contracts for a period of up to three years ( ORS 279 . 361 ) . Workers employed by the contractor or subcontractors have a right of action against the surety of the prime 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 corporation . 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 apprentice , the worker must be registered in a bona fide apprenticeship program of the U . S . Department of Labor, Bureau of Apprenticeship and Training ( BAT ) or with any State Apprenticeship Agency recognized by BAT . The apprentice is to receive all fringe benefits and a percentage of the Journeyman ' s waga rate ; the appropriate percentage shall be determined by the app-renti cesh i p committee . All other workers receive rates as published . July 1987 Page 5 .., !11r1r � 111 ` 1 �� 1 III � rl � lr 1 � 1 r � lll � l I � 111 � 1 I � Illil I �� Iljl 1 � 111`�1 I � Illyl I � fli-) 1 I � III � I— ISI Ikr rel 1 ) t 1 � 1 ISI Int I � 1 ISI I � 1 ilr + II rlr rir r r r r 4 1 I 1 r 1 I r r r r r r I r11 - 5 � � I I � I I I � I I I I I I I I I I III SII kl1 III II NOTE : IF THIS MICROFILMED I 3 4rJ 6 8 9 C% I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE. TO THE QUALITY OF THE ORIGINAL D RAW I NG. CIE 62 92 LZ 92 SZ 11P EZ ZZ IZ 0Z 61 91 LI 91 GI b I E I ?1 11 01 6 13 1. 9 S b EM A I +raaw <<Illllllrllllfllllrrtrlrrrrlrrrrlrrllllir1�1111111rr1rlIIIII1�11J��,��1��}I�NI�,U�IIIIIr.ll;lil{11111LI,u,�,�,l��t#11111��!1111;��11�1JI)rullullu111.fttR��lll�llL1111111n1lIIIIIelu11II11ur11u�Ilfu�rll.ull�llhwl t1.u11t11�11t �.�lw1�W,��w1Uu.�,Q�l11LI4��uls 1) III�� 1990 _ �. COMMONLY ASKED QUESTIONS ( Continued ) 12) What records must I keep? For how long? Contractors and subcontractors are required Lo keep records necessary for determining if Prevailing Wage Rates were paid . These records must include the Payroll and Certified Statement Form ( WH-38) as well as the following : The name and address of each employee ; the work classification( s ) of each employee ; the rate( s ) of wages and fringe benefits paid to each employee ; the rate( s ) of fringe benefit payme,;ts made in lieu of those required to be provided to each employee ; total daily and weekly compensation paid to each employee ; daily and weekly hours worked by each employee ; apprenticeship and training agreements ; any payroll and other such records pertaining to the employment of employees upon a public works contract . These need to be kept for a period of three ( 3 ) years from the completion of the public work contract . Records relating to public works contracts must be maintained separately from records relating to private projects/contracts. 13) What forms are public agencies required to file with the Bureau of Labor and Industries ? Public agencies are required to prepare and file with the Commissioner of the Bureau of Labor and Industries a list of every public improvement that the agency intends to fund during the subsequent budget period ( ORS 279 . 023[ 2 ] ) . If , after the original filing , the agency plans additional public improvements , a revised list is to be submitted ( OAR 839-16-008[2 ] ) . The "Notice of Award of Public Works Contract " is to be filed with the Wage and Hour Division within 30 days of the date when a contract is awarded which requires the payment of Prevailing Wage Rates ( i . e . , is regulated under ORS 279 . 348 to 279 . 365) . Copies of the " Planned Public 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 public works projects ? Yes . f.ccording to URS 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 the contractor. Page 6 July 1981 :. � � I � I � I�� II � � Ii � I � iIi orf iI �Ali I t• 1 . III I r 1 IIr I I III I E III 1 I III I 1 I I � i I I lIliIl . iItill � 11IIIiIIIiI ! IiIII1IIIiIII1I IiiIII is`I 1 iIII � I I��:III � 1 I � I- � III IIIII...I,:...I,.,��I � IIIII �� III � ! I � 1 ill III rlr 1� 1 III ...,..,.__ -- NOTE : IF THIS MICROFILMED - 3 4 5 6 i�o 12 DRAWING IS LESS CLEAR THAN -- i MIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. - Q E 62 82 L2 92 SZ b2 EZ 212 1z 0Iz 6I t 81 LI 91 S I b l E I Z I I I 01 6 61 L 9 '� b E Z rII111111IIIlIIIIIIIIIIIIriIIIIIIIIIIr�II�I�IIII�IIIIIIItII1!!:IIIIIIIIII�;UII1�1111111�1-II�IIIIIIIIIiI;�U�.1.i1111111IIJ�Il1.l��l�I�IJ111IIIIIIUUII#fi�lllltuut�tlliliflllll1111111IIIIlIIIiIIIIIIIII_I111111��U1I_I!.-'.•-.'�II�1l! 113111111111 .I.-- I _ I11111111I111l.I1lIlIlllll 111I1111I1111 '�.nrr..• ,� .. .-�...y4,.n.,.......,,d.r:.-�.._.....__._...—.»....,....,._...._......yam-++,+y!„In,... --9 - •�,Ayyy�?M,-: :{ . T,:,'�'�ry6wy ,...► ..,.+,+rte... ...yy,; MD,,., yx. 0 w.�..��—��. �•s�.a'.a•.-;_. h,....n,�,.. ..... .• , _ �.( 1 P.1.j t�J��4 r b7.,f, i '�p TC gq,`,;. BASIC HOWL Y FRINGE 41PL Y FR INCE TRAM RATE__ BENEFITS TRADES RATE BENEFITS *** ASBESTOS-MM ELECTRICIANS (CONTINUED) INCLUDING INSULATION OF PIPING ANN- OTPER MECHANICAL APE 4: SURFACES. $15.00 $3.78 WHFRE THE COST OF ELECTRICAL WORK (LA80R AND MATERIAL ) BOILERMAKERS 19.67 4.50 IS LAS THAN OR FOUAL TO $1(r.(=: 0 ELECTRICIANS 1x.50 2.9P BRIC1<LAY-/STONEMASONS 0 CABLE SPLICER 18. 15 2.96 AREA '. 17.38 3.58 WHERE THE COST OF ELECTRICAL WORK (LABOR AND MATERIAL ) AREA 2 16.25 3.88 IS MORE THAN $100.0)0: APEA 0 ELECTRICIANS 16.00 2_.96 -� f CABLE SPLICER 19.80 3.01 BAKER HOOD RIVER POLK WALLOWA AREA 5: CLACKAMAS MALHEUR (A) SHERMAN WASCO (8) CLATSOP MARION TILLAMOOK WASHINGTON f ELECTRICIANS 19.80 4.19 COLUMBIA MORROW UMATILLA YAMHILL 0 CABLE SPLICERS 20.55 4.22 GILL IAM MULTNOMAH UNION PEA 2 AREA 6: f ELECTRICIANS 16.50 4.0n BENTON DOUGLAS JOSEPHINE LINN 0 CABLE SPLICERS 18. 15 4.04 CROOK GRANT KLAMATH MALHEUR (f,) COOS HARNEY LAKE WASCO (D) AREA AREA 2 AREA 2(CONT) ARBA 3 CURRY JACKSON LANE WHEELER DESCHUTES JEFFERSON LINCOLN MALHEUR BAKER UMATILLA COOS GILLIAM UNION CURRY A) �JORTH HALF GRANT WALLOWA LINCOLN B ) NORFH OF THE CITY OF MAUPIN MORROW W44EELER DOUGLAS (A) C) SOUTH HALF LANE (A ) D) INCLUDING THE CITY OF MAUPIN AND SOUTH THEREOF AREA 4 AREA 5 AREA 6 (SEE PAGE 11) BENTON CLACKAMAS HARNEY CROOK CLATSOP JACKSON *** CII y MASQfVS (SFE PAGE 11) DESCHUTES COLUMBIA JOSEPHINE JEFFERSON HOOD RIVER KLAMATH �** LANE (8) MULTNOMAH LAKE LINN SHERMAN DOUGLAS (8) f LEVERMAN-HYDRAULIC 18.52 5. 15 MARION TILLAMOOK f LEVERMAN-DIPPER 19.28 5.15 POLK WASCO f ASST. ENGINEER YAMHILL(C) WASHINGTON (INCLUDING: WATCH YAMHILL (D) ENGINEER. WELDER. MECHANIC, MACHINIST) 17.93 5. 15 A) THOSE PORTIONS LYING WEST OF A LINE NORTH f TENDERMAN AND SOUTH FROM THE NE CORNER OF COOS COUNTY (BOATMAN. ATTENDING ;J THE SE CORNER OF LINCOLN COUNTY DREDGE PLAN) , FIREMAN 17.49 5. 15 B) THAT PORTION LYING EAST OF A LINE RUNNING 0 ASSISTANT MATE NORTH AND SOUTH FROM THE NE CORNER OF COOS (DECKHAND ) t OILER 17. 11 5. 15 COUNTY TO THE SE COFroER OF LINCOLN COUNTY C) SOUTH HALF �'�A-1-�"E��L D) NORTH HALF I DRYWALL (ACCOUSTICAL AND *** ELEVATOR CONSTRUCTORS DRYWALL APPLICATOR) 15.45 4.02 f WETWALL (LATHER) 14.60 4.87 AREA ELECTRICIA f MECHANIC 19.16 3.87 + A I HELPER 13.41 3.R7 + A AREA 1: f PROBATIONARY �t L PER 9..58 - I ELECTRICIANS 16.33 2.90 AREA 2 f CABLE SPLICERS 17.38 2.95 0 MECHANIC 18.50 3.58 + A AREA 2: 0 HELPER 12.95 .3.58 « A f ELECTRICIANS 18.71 f PROBATIONARY HELPER 9.25 - 4.2,7 0 CABLE SPLICERS 19.65 4.30 A) PLUS 10,81 OF BASIC HOURLY RATE FOR EMPLOYEES WITH MORE THAN 5 YEARS OF SERVICEt R.8% OF AREA 3: BASIC HOURLY RATE FOR 6 MONTHS TO 5 YEARS OF f ELECTRICIANS 16.00 4.83 SERVICE . JULY 1987 PA(;r ".' d jp•w..._. ... :n.: ... ".... _ ' i �!. .. � - ,' :w•Atl!!.�'. Nh..`•..aV.tro.+:.. - - - � ;� Ir � rl ► � � i �� i i ; i � iir r i � i � � 1 � 1 � 1 I � I � I ; i 1 � 1I1 � 1 I �l � ljl I ( I � I �I I ; I � I � r i � i � l � l i ; lilii I , � I1 ; i i ; l � l� l 1 � 1 � 1 � 1 i � � � � � 1 I � I � i ; ! ilr ` � li 11 Jill r � i � ili �; � � i � � ieifili I ! I I 1111111 i NOTE : IF THIS M ICRUF 1 .MED 2 3 4 J 6 7 8 9 ��0 11 12 -- -- DPAWING iS LESS CLEAR 1114.AN y THIS NOTICE , IT IS DUE TO THE (QUALITY OF THE ORIGINAL DRAWING. OE 6Z IRZ 1Z 92 SZ 1P EZ ZZ IZ 0Z 61 BI .L. I 91 SI bl EI ZI 11 01 6 9 1 9 S b E Z t►�11111��I��I��Irr,�i�,��Irr��111�1111111111111�1111�11111��1��I��111��.i11;1111��1(I�.�.tl��ttl��ltlu�l�u�ll�l�l�lullull�.itll��t�ill�l�,a±I111111r1111111111u1111�1�11It��1lItJ�I�Ju1��I�Ja►lu�l�u�l� � I� ��I��uliwliwJ�JllL�ul��ul�l��llutl�wi�� 1990 .................... Ai; .....- +,r_�.r..s-..s.,.�........._..�__-.. .. _ _..` -" __-�..�....� � M -••� « .� -pyo, W� BASIC BASTC ?RADES RNA EL Y FR_8 NEFI{TS TRADES _ RATE Y B N FT ELEVATOR CONSTRUCTORS (CONTINUED) *** LINE CONSTRUCT ARE A i ARE A AREA 1 ZONE 1 (BASE RATE ) : UMATILLA ALL 0 CROUP 1 11.25 3.99 WALLOWA REMAINING 0 GROUP 2 19.21 3.9?. UNION COUNTIES 0 GROUP 3 1 .35 S.79 BAKER 0 GROUP 4 1 .5h 3.13 o GROUP 5 14.L+9 3.n6 **� A I� o GROUP 6 13. 3 3.(3 AREA 1 17.62 2.% ZONE DIFFERENTIAL (ADD TO ZONE 1 RATE ) AREA 2 13.76 1.72 ZONE 2 2.40 ARE A _i AREA ZONE 4 3.90 ZONE 5 5. 15 ALL COUNTIES MALHEUR EXCEPT MALHEUR GROUP 3 RECEIVES ZONE 1 RATE 0% 'F** IR4NIOR g6 (NO ZONE DIFFERENTIAL ) 0 STRUCTURAL s AREA�2_: PEINFORCINGs 0 CABLE SPLICERS 18.()6 2.88 ORNAMENTAL s 0 JOURNEYMAN LINEMAN 16.42 ?.82 RIGGERS s 0 LINE EQUIP. NCH. rENCE ERECTORS : (RIGHT-OF-WAY) 15.55 2.79 SIGNAL �IEN 18.26 5.21 • LINE EoUIP. OPER. 14.81 2.77 0 LINE EQUIP. SRVCMAN 14.57 2.76 LWORS (SEE PAGE It) 0 GROUNOMAN i 1.55 2.65 ORGY E F('TRT('TAl�l4 AREA �` � '"AY ONLY BE USED FOR ELECTRICAL WORK NOT ALL COUNTIES EXCEPT MALHEUR COUNTY EXCEEDING 100 VA: ZOI"E 1 0 TO 3 MILES FROM THE GEOGRAPHICAL CENTER OF MEDFORD AND PORTLAND AREA 1 9.42 2.26 ZONE 2: O TO 20 MILES FROM THE GEOGRAPHICAL AREA 2 9.87 1.52 CENTER OF ASTORIA. BAKER, BURNS. BEND. AREA 3 9.37 1.95 CORVALLIS. EUGENE. KLAMATH FALLS. AREA 4 9.61 2.12 LAKEVIEW. LONGVIEW. PENDLETON, SALEM AREA 5 10.49 2. 15 ROSEBURG. THE DALLES. UMATILLA (NOTE.: AREA 6 9.47 2.26 FOR PORTLAND AND ME DFORD. ZONE 2 IS 3 TO AREA 7 9.80 1.76 20 MILES) AREA 8 9.33 2.16 Z 3• 20 TO 35 MILES RADIUS AREA 9 9.84 1.69 ONE 35 TO 50 MILES RADIUS AREA iQ 9.73 1.58 c OVER 50 MILES RADIUS AREA It 10.57 1.65 AREA 12 12.68 1.68 GRoupl GROUP 2 AREA 13 10.70 2.02 AREA 14 10.46 1.83 CABLE SPLICERS CERTIFIED LINEMAN GILDER LEADMAN POLE !-CAVY LIME EouumENT MAN r :.�A. CLATSOP, COLUMBIA, TILLAMOOK SPRAYER LINEMAN AriEA CLACKAMAS. MULTNOMAH, WASHINGTON POLE SPRAYER -RE.A-3 MARION. POLK, YAMHILL HRA 4 BENTON. LINCOLN. LINN GROUP 3 GROUP 4 nR A LANE APE 6 DOUGLAS TREE TRIMMER LINE EQUIPMENT M,;N =P A 17 COOS, CURRY AR A JACKSON, JOSEPHINE GROUP GROUP 6 AREA HOOD RIVER, SHERMAN. WASCO AREA 10 CROOK. DESCHUTES. JEFFERSON N-EAD GROUNDMAN GROUNDMAN -.REA ' 1 KLAMATH. LAKE JACKHAMMER MAN rREA GILLIAM, GRANT. %RROW, UMATILLA. POWDERMA"1 WHEELER MREA _UBAKER. UNION. WALLOWA AREA 2 REA IH HARNEY, MALHEUR MALHEUR COUNTY JULY 1987 3 j,. ,�► lilij � tit �lt t1t � t1 � i t1t t � tI1 � 1 t � lllli t � 1l1 � t I {lliil I � tlt {1 t � t � tfi t � tlt � l t � tll � t I � Ilt1t i � tll ) 1 t � lltll t � llt � t i � tlt � tltltltit iit { � i � � 1tltlt �1tlt � � ltlt � iti � tili { tl + ' � Itltlt 2 3 4 5 6 7 8 9 10 1 1 12 NOTE : IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z Bz L2 92 92 bZ EZ ZZ I Z 02 61 91 LI 91 91 b I El 21 11 01 6 8 L 9 S b E 2 1 *IuL ►tiltttllttttltttt{ttttl��{t�ttlt�ttltttFlttttlt1l11t11111111{11NIl1N1�1111111Uiti �llt ItitIL1111.l1. U�1ii1�1111�1_w1lUllImillI"lloI1la1l�l �lll�IU.lltitl�tn1If1111111111 1111111161d 1111IE 11 11u i11f1W1�11w11�1�11Uf�iullUltlWllll� MAY 21990 ..,,,,✓.._. _ .._.. .. �.... � --"-- �-... s...,,,,,,,w._. _ .. ... _. «_. ... .-_ ..._.._._.,. - _ -__�.._. ..► ..., - ,. + .-...a:��.:._....-...'�_.. __.. _.. r....:. �si....�.+,u..•r,..,. -- � .. __._. '.`.__•...,,. ...�..-...,�,:•�, .. �,_,..:+s........, ....q,�..,......_._... H.... ,Pt? !� .ufYa+- ... �.. . " NiGts - .. � --.. _ .. -----`-.u.... .r. W- BASIC BASrf' HcI Y FRINGE HCLRLY FRINGE _ __RATEBENEFITS TRADES RATE HENEFITS MME SETTERS (INCLUDES GRANITE ) PLUMBERS STENT ITTERS/PIPEFITTERS (CONTINUED) AREA 1 16.37 3.58 AREA 6 AREA 6(CONT) AREA 7 AREA l BENTON(D) ,JEFFERSON(D) JACKSON GOOK KLAMATH (J) ToSEPHINE BAKER HOOD RIVER SHERMAN WALLOWA DESCHUTES LAKE (J) KLAMATH(L ) CLACKAMAS hULHEUR (A) TILLAMOOK WASCO (8) DOUGLAS(G) LANE 'K) LAKE (L ) CLATSOP MORROW UNION WASHINGTON GRANT (H) LINCOLN (D) COLUMBIA tlULTNOMAH UMATILLA YAMHILL (A) HARNEY (I) LINN (D) GILLIAM A) EXCEPT NORTHWEST PORTION A) NORTH HALF B) EXCEPT SOUTHWEST CORNER B) LOTH OF THE CITY OF MAUPIN C) NORTH HALF **� PAINTERS � ORI�JAI1 TAM D) SOUTH HALF E ) 4ST COAST PORTION AREA 1 F) CITY OF FLORENCE G) EXCEPT COAST PORTION • PAINTER & DRYWALL H) SOUTHWEST CORNER TAPERS 12.02 2.01 I ) NORTHWEST PORTION J) NORTHERN PORTION AREA 2 K) EXCEPT THE CITY OF FLORENCE 0 BRI!SH 13.21 3.26 L) EXCE PT NORTHERN PORTION 0 SPRAY 13.71 3.26 I BRIDGES OR OVER 50' '`** P%U EOUIPF£NT OPERATORS (SEE PAGE i i ) -BRUSH 13.96 3,26 -SPRAY 14.46 3.26 RWFM 0 DRYWALL TAPERS 15.48 4.55 AREA 1: �E A 1 �A 2 s Rte FE R S 14.85 3.70 0 HANDLING COAL MALHEUR COUNTY REMAINING TAR PITCH 16.34 3.70 COUNTIES AREA 2: ' TuZ • ROOFERS 14.75 1.72 0 APPLICATION AREA 1 15.30 4.02 OR REMOVAL OF AREA 2 1.6. 18 4.01 COAL TAR PRODUCTS 16.75 1.7? AREA 1 AREA I(CONT) AREA i(CONT) AREA 2 AREA 3: BENTON DESCHUTES LINCOLN (8) ALL 0 ROOFERS 14.15 2.70 COOS HARNEY LINN (8) REMAINING AREA 4: CROOK JEFFERSON WASCO (B) COUNTICS t ROOFERS 14.75 3. 10 CURRY KLAMATH (A) WHEELER (8) DOUGLAS LANE AREA 5: 2.�5 A) NORTHERN ONE -THIRD B) SOUTH HALF 4 ROOFERS 16.5$ **,t P1_LIMBTS s 3TEyFIT?N1PIPEFII I AREA -. AAE�__j(CONT) AREA 2 AREA 2(CONT) BAKER MULTP40MAH BENTON KLAMATH AREA 1 (BOTH) 16.60 4.65 CLACKAMAS SHERMAN COOS LAKE AREA 2 (BOTH) 22.15 4.48 CLATSOP TILLAMOOK CROOK LANE AREA 3 (BOTH) 16.95 3.55 COLUMBIA WASCO CURRY LINCOLN AREA 4 (BOTH) 17.00 3.50 JEFFERSON WASHINGTON DESCHUTES LIMN AREA 5 (BOTH) 17.00 3.50 GILLIAM WHEELER DOUGLAS MARION AREA 6 (BOTH) 16.45 4.05 GRANT HARNEY POLK AREA 7 (BOTH) 17.05 3.45 HOOD RIVER JACKSON YAMHILL AREA 1 AREA 2 AREA 3 AREA 3(CONT) JOSEPHINE BAKER GRANT (B) BENTON (C) POLK AREA 3 AREA 4 AREA 5 HARNEY (A) MCRROW LINCOLN (C) TILLAMOOK(D) MALHE'JR LIMA TILLA MDRROW MALHEUR UMATILLA LINN (C) YAMHILL (D) UNION WALLOWA MARION WALLOWA UNION AREA 4 AREA 4(CONT) AREA 4(CONT) AREA 5 CLACKAMAS JEFFERSON WHEELER COOS CLATSOP MULTNOMAH WASHINGTON CURRY COLUMBIA SHERMAN TILLAMOOK(C) DOUGLAS (E ) GILLIAM WASCO YAMHILL (C) LANE (F) HOJD RIVER JULY 1987 WAGE .-... � .:... I�� _ .�,w . ...iP r+� ` ♦ L i. 1 .� -..,w.e...Ylf4..1 IMS .....,. Y� .. .... • 1 + + l �IIl1 lII111 � 11 + I + I ' 1 � 1 ' 1 ' illi ! I ! ! ! I ! I ! I ! ! ! I ! I ! � IIII ! � tI ! VIII ! I ! I ! II �1 � 1l111 � ! I ! ! ! Illllilllllillll � l IIIIII ! � IItIIII� tIIIIIlI111I1 � 1 111IIIII111I1lI �III111I111l111 IIIIr11I1l1 ' 11 ) .?I NOTE : IF THIS MICROFILMED ( 2 3 4 6 7 8 9 I o 12 rr�.w��. ��.r+�rr..��i err ora ■wn�er�se mer ,.��. DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- - - - - - - - OE 62 02 L2 92 SZ •v2 E2 22 Iz 02 61 91 LI 91 SI bl EI 21 11 CI 6 8 L 9 S b E Z 1 3191'" �111�IIII�uIt�IIII�II11I1111�1111�1111�111F�IIII�IIIIIItt1�IIIlII11t�I1N��_I�I�I�11I1111�1II;It11i11I1I�u�1.�i-f1I�IIl11ll!1i;�1lII�I1I�ttlIIU1IU.�I�1�rxhll�,��11111tn1IttI1111uI1II1II11tluielltllulu�#�lli�l� I �� u��u11��1.�1�t1U111iw1�111111aW11.!l�1lu��I1111U1Iu.L111114 ) 1990 Aj r... „+ __ ..... ...„.� .. .• ._ �,.d::-w; ...w.,..,..:,.,...._..,. y ,:.::. ..ti: , ..,-........._..,.._ __ _. ...ar. .,.. W. ._ .-...+,. _..._ „a-yWw*Ml, .,.. .. JMR .'- 'r..'...�^-"--- ' ''fir..., nii4r....� y -. _. .. .-- ..'�r....'.r,. BASIC BASIC HOLK Y FRINGE HOURL Y FRINGE TIE" RATE BENEFITS TRADES RATE BE_ '1rETAL WRERS 'k** TILE SETTERS AREA 1 16 . 55 4.46 Aff-L1 1.1. 10 3.55 AREA 2 16.40 2.84 AREA 3 18.36 4,09 AREA 2 16.05 2.65 AREA 4 15.43 2.70 AREA 5 15.73 2.70 AREA 1 AREA i(CONT) AREA 2 AREA 2(CONT) Aff LLI BAKER POLK BENTON JOSEPHINE CLACKAMAS SHERMAN COOS KLAMATH BENTON GILLIAM LINN TILLAMOOK CLATSOP TILLAMOOK CROOK LAKE CLACKAMAS GRANT MARION WASCO COLUMBIA UMATILLA CURRY LANE CLATSOP HARNEY MULTNOMAH WASHINGTON GILLIAM UNION DESCHUTES LINCOLN COLUMBIA HOOD RIVER POLK WHEELER HOOD RIVER WALLOWA DOUGLAS LINN CROOK JEFFERSON SHERMAN YAMHILL MAL HEUR(A) WASCO (B) GRANT MALHEUR (C) DESCHUTES LINCOLN MARTON WASHINGTON HARNEY WASCO (D) MOROWJACKSON AREA 2 �. AREA 4 AREA 5 MULTNOMAH YAMHILL JEFFERSON FEELER BAKER MORROW COOS DOUGLAS A) NORTH HALF C) SOUTH HALF ii'1ALHEUR UMATILLA CURRY KLAMATH B) NORTH OF MAUPIN D) MAUPIN AND SOUTH THEREOF UNION LANE (A) LAKE WA L L OWA LANE (B) *** TMS TERRAllO PEEPERS JACKSON JOSEPHINE AREA 1 13.32 2.20 A ) WEST OF COAST RANGE B) EAST OF COAST RANGE KET FLOM LAYERS AREA i BAKER HOOD RIVER SHERMAN WALLOWA AREA 1 15.01 3.30 + B CLACKAMAS MALHEUR (A) TILLAMOOK WASCO (B) AREA 2 12.99 2.01 CLATSOP MORROW UMATILLA WASHINGTON COLUMBIA MULTNOMAH UNION YAMHILL (A) B ) PLUS 4X OF BASIC HOURLY RATE FOR EMPLOYEES GILLIAM WITH LESS THAN ONE YEAR OF SERVICE . 6% FOR THOSE WITH MORE THAN ONE YEAR. A) NORTH HALF B) NORTH OF MAUPIN 'SEA 1 - ALL COUNTIES EXCEPT MALHEUR COUNTY '"'�* TRICK (RI1�ERS (SEE PAGE 11) .!PEA - MALHEUR COUNTY WQLDfRSt R� - 141ER FITIERS 20.30 3.55 RECEIVE RATE FOR CRAFT PERFORMING OPERATION TO TENDERS TO MASON,�$j� WHICH WELDING AND RIGGING ARE INCIDENTAL. t** TENDERS FOR BRICKLAYERS. TILE SETTERS. MARBLE SETTERS AND TERRAllO I&KERS t TOPPING FOR CEMENT FINISHERS AND MORTER MIXERS. WHERE THE COST OF BRICK AND BLOCK MASONRY WORK (LABOR AND MATERIAL) IS LESS THAN $200.000 (THIS RATE NOT APPLICABLE TO FIRE BRICK, REFRACTORY MATERIAL. CLEANING. POINTING. CAULKING OR RESTORATION WORK) : 12.05 3.65 • ALL OTHER WORK 14.05 3.65 t**TENDERS TO PLASTERERS '44ERE THE COST OF THE PLASTERING WORK (LABOR AND MATERIAL) IS LESS THAN a�"'U0,OX: 12.05 3.65 1 'dHERE THE COST OF THE PLASTERING WORK (LABOR AND MATERIAL ) IS MORE THAN $200,000: 13.56 3.65 10 JULY 11 7 � 1I11 `lI � I 11I111111 ' � 1 II � � � IIIu111111IIII � II11111111� 1111 � 111 � ► Illlllllll 111� 11111111111 ) 1111111 1111111 1111111 IIIIIII IIIIIII 1111111 1 11111 1 � 1 Ili 411 11 . 111 111 111 1 � r of I i � I � ! � I I � I I I � I I114 NOTE : IF THIS MICROFILMED I 2 3 --- 4 5 b 7 8 9 io I I 12 DRAWING IS LESS CLEAR THAN - 1 THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E 6Z 92 12 9Z SZ b2 E2 ZZ 12 02 61 Y 91 LI 91 S I b l El 21 11 01 6 9 1 9 S b �e111111111111lI11111111l1111111I1l11I111II�I1111illlilllllllll�illl11111�;i�1��l;llilllllLll;�tlfillltl�.�U.��i1llllll�ll.!�111��It11��1II�IliIlI�11aI1�fl�llll�ll.011111111nIIIIIIIIlu�1111.�tfll��u�llll��l.t1�t.��l I Gln+� � � . . _ . aASI�: PASTC 1�61RL.Y FR I1'a HOUPI_Y FR UX'-E TRACES _ RATS__ BENEFITS TRACESPATE RENEFTTS *** CARPENTERS, CEMWMA~S W. ERS- *"`* SRRPENTERS (SEE PRECEDING COLUMN FOR DESCRIPTION OF E(1IPf Uff OPERATORS AND TRUO ( DRIVERS WHE N 80% RATES MAY B C USED) UNDER THE FOLLOWING CIRCUMSTANCES AN 80% RATE 80% In MAY BE USED FOR THESE FIVE TRADES : ZONr (BASE TE THE 80% RATE APPLIES TO ALL PUBLIC WORKS PROJECTS 1 GROUP 1 14.04 17.02 3.67 OF LESS THAN $1.0 MILLION. THE 80% RATE ALSO O GROUP 2 14. 16 17. 17 3.67 APPLIES TO PROJECTS UNDER S1.5 MILLION INVOLVING 4 GROUP 3 14.24 17.27 3.67 THE CONSTRUCTION. RECONSTRUCTION. MAJOR RENOVATION 0 GROUP 4 14.36 17.42 3.F7 OR PAINTING OF BUILDINGS, BRIDGFS OR DOCKS. (MEN 0 GROUP 5 14. 12 17. 12 3.67 THE AMOUNT IS BETWEEN $1.0 AND $1.5 MILLION THE o Gf"ouP 6 14.20 17.22 3.67 WORK DONE ON A BUILDING. BRIDGE OR DOCK MUST CONSTITUTE AT LEAST 20% OF THE TOTAL PROJECT PRICE *NOTE: ZONE RATES FOR CARPENTER GROUPS 1 AND 2 TO USE 80% RATES. ) IN DETERMINING THE $1.5 ARE LISTED IN THE PRECEDING COLUMN. MILLION FIGURE , DO NOT INCLUDE THE COST OF ZONE RATES FOR CARPENTER GROUPS 3 UNDERGROUND UTILITIES (I .E . . THE AMOUNT OF THE THROUGH 6 ARE LISTED BELOW. CONTRACT DEDI'ATED TO FACILITIES FOR ELECTRICITY. WATER. GAS. SEWERAGE INCLUDING STORM WATER. AND ZONE DIFFERENTIAL FOR GROUPS 3 THROUGH 6 ONLY COMMUNICATION! ) WHICH ARE FIVE FEET OR MORE (ADD TO ZONE 1 RATE ) OUTSIDE OF AND AWAY FROM THE BUILDING. BRIDGE OR DOCK AND ARE SUBORDINATE AND INCIDENTAL TO THE ZONE 2 .85 MAJOR PURPOSE OF THE PROJECT. ZONE 3 1.25 ZONE 4 1.70 NOTE: IN DETERMINING WHETHER OR NOT THE 80% 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. SAND 6 CARPENTERS ARE THAT PROJECT. DETERMINED BY THE DISTANCE BETWEEN THE PROJECT SITE AND EITHER 1) THE WORKER'S RESIDENCE OR 2) Cuy HALL OFA REFERENCE CITY FOR THE APPROP?IATE GROUP SHOWN BELOW. WHICHEVER rS CLOSER. ZONE RATES NE DESCRIPTIONS ZONE 1: 0-30 MILES. ZONE DIFFERENTIAL FOR CARPENTERS (GROUPS 1 ANDONE 30110 MILES. 2 ONLY). LABORERS. POWER EOu1PMENT OPERATORS 70NE 3s 40-50 MILES. AND UCK RIVERS ONE 4: 50,60 MILES. ZoR,E S. 60-70 MILES. (ADD TO ZONE RATE ) r OVER 70 MILES. ZONE 2 .65 CITIES FOR GROUPS 3 AND 4 Zow 3 1. 15 ZOtjE 4 1.70 CORVALLIS LONGVIEW NORTH BEND THE DALLES ZONE 5 2.75 EUGENE MEDFORD PORTLAND ZONE • PROJECTS WITHIN 30 MILES OF CITY HALL CITIES FOR GROUPS S AND-6 IN THE CITIES LISTED BELOW. ZONE 2: MORE THAN 30 MILES BUT LESS THAN 40 ASTORIA EUGENE NEWPORT SALEM MILES. BEND KLAMATH FALLS PORTLAND THE DALLES ZONE • MORE THAN 40 MILES BUT LESS THAN SO COOS BAY Mt DFORD P,OSEBURG MILES. ZONE 4: %RE THAN SO MILES BUT LESS THAN 60 QROUP GROUP 2 MILES. ZONE 5• MORE THAN 80 MILES. AUTO. NAILING MACHINE FLOOR LAYERS FINISHERS CARPENTERS STATIONARY POWER SAW CITIES FORM STRIPPER OPERATORS MANHOLE BUILDERS WALL 6 CEILING INSULATORS ALBANY EUGENE LONGVIEW PORTLAND ASTORIA GOLDENDALE MADRAS PORT ORFORD GROUP 3 GROUP 4 BAKER GRANTS PASS MEDFORD REEDSPORT BEND HERMISTON M01NNVILLE ROSEBURG MILLWRIGHTS CERTIFIED 1.1ELDERS BROOKINGS HOOD RIVER NEWPORT SALEM MACHINE ERECTORS BURNS KLAMATH FALLS OREGON CITY THE DALLES COOS BAY LAGRANDE ONTARIO TILLAMOOK GROUP S GROUP 6 CORVALLIS LAKEVIEW PENDLETON BRIDGE . DOCK C, WHARF BOOM MIEN PI l�DRIVERME N "TUL Y 187 PAGE i i �� . � _. . ,{ �~r+ j , rl � lei i 1 � iii Ili ill I � � Ili Ili Ili Ili Ili Ili Ali ill Ili Il . I i I i i I � �_�.�... NOTE : IF THIS M ICROF J LME D , 2 3 "4 5 s 7 6 9 io I I I G^ DRAWIWr IS LESS CLEAR THAN THIS NOTICE , IT IS CUE TO �. THE QUALITY OF THE ORIGINAL DRAWING. - - _.___._.�,. ____..__ ..___�._._.._ -_ --- 0F.: 6Z 92 LZ 9Z SZ bZ EZ ZZ 12 0Z 61 91 Ll 91 sl b I E I Z 1 11 01 6 9 L 9 S b E Z 1 ��IIIIIIIIt1111ttitlttttll�Itl��I�IttItlltt�1111i�l1111111J11111111�11111� 11JII11lit14Ji11►Ilfl�,Iltll �,I��r1tI1tI11U�� 11lod)lu Itill uj-lI tjiudllL1111111"1 111111111111 IiJill 11 It III IltAnd wl 10.11111111111111 1111ill luili Ibll�1111�1U11Wf11111�11t1�11U�Ii IIU�IIIUIrti� MAY 1990 .... ,..... _._.•... rte_....._ - a..-- ... w mom I,.�y.+.- � • -.� y..».may. • --_ liM..'M.AM.^s rvn..._wlr.gyr,.-....�-.w..__ .._�...... y 3ASIC ?ASIC HOIFL.Y r R INCE HCtlRL Y FP P,6F ;ROES RATE BENEFITS TRADES _� _ RATE 80JEFS _ *t* CEMENT MMzl LWTS (CONTINUED) $ l OOX GRo U P LONE 1 (BASE RATE ) : ASPHALT PLANT LABORERS GENERAL LABORER CEMENT MASONS 13.35 16.19 4.72 ASPHALT SPREADERS GUARDRAIL , MEDIAN BATCH 4 IGHMAN RAIL (C) COMPOSITION WORKERS (INCLUDES INSTALLATION GROOMERS LEVERMAN OR AGGREGATE OF EPDXY 5 OTHER RESINOUS TOPPINGS) . AND BRUSH BURNERS /CUTTERS SPREADER (D) POWER MACH. OPER. CARPENTER TENDER MATERIAL YARD MAN (E ) 13.61 16.51 4.72 CAR 6 TRUCK LOADERS POWDERMAN TENDER CHANGE -HOUSE MAN RAILROAD TRACK LABORERS ZONE DIFFERENTIAL FOR CEMENT MASONS CHOKE SETTER RIBBON SETTERS (F) (ADO TO ZONE i RATE ) CHIPPER OPERATOR (A) RIP RAP MAN (HAND CLEAN-UP L',BORERS PLACED) ZONE 2 .65 CINC,RETE LMRERS ROAD FRUMP TENDER ZONE 3 1.15 CULVERT (HAND LABOR) SEWER LABORER ZONE 4 1.70 CURING. CONCRETE SIGNALMAN ZONE S 2.75 DEMOLITION. WRECKING SKIPMAN AND MOVING SLOPERS _'ONE : PROJECTS WITHIN 30 MILES OF CITY HALL DRILLER TENDER SPRAYMAN IN THE CITIES LISTED BELOW. DRY-SHACK MAS: STAKE C44.A.SER ZONE 2: MORE THAN 30 MILES SUT LESS THAN 400 DUMPERS. ROAD OILING STOCKPILER MILES. CREW TIMBER FALLER/BUCKER Z, NE 3: MORE THAN 40 MILES BUT LESS THAN 50 DUMPMEN FOR GRADING (HAND LABOR) MILES. CREW TOOLROOM MAN (JOB SITE ) ZONE 4: %RE THAN SO MILES BUT L17-SS THAN 80 ELEVATOR FEEDERS TUNNEL BULL GANG MILES. FINE GRADERS (ABOVE GROUND) L NE MORE THAN 80 MILES. FORM STP,IPPERS (B) WEIGHT-MAN-CRUSHER (G) ',ITIES A) PITTSBURG OR SIMILAR TYPES B) NOT SWINGING STAGES 4STORIA EUGENE 1tWPORT ROSEBURG C) REFERENCE POST. GUIDE POST. OR SEND KLAMATH FALLS PASCO SALEM RIGHT-OF WAY MARKER C-30S BAY LONGVIEW PENDLETON THE DALLES D) FLAHERTY, LOADING SPOTTERS OR SIMILAR TYPES �ORVALLIS PIEDFORD PORTLAND VANCOUVER F. ) INCLUDING ELECTRICAL F) INCLUDING STEEL FORMS - =• LNKRERS1 G) AGGREGATE WHEN USCD 80% SOX GROUP LONE 1 (BASE RATE ) :2 APPLICATORS (A) GUNITE OR POT TENDER 03ROUP 1• 10.67 12.84 4.65 BRUSH CUTTERS (B) HANDLERS /MIXERS (F ) a GROUP 2 10.95 13.19 4.65 BURNERS POST HOLE DIGGER, AIR. i GROUP 3 11. 19 13.49 4.65 CHOKER SPLICER GAS OR ELECTRIC o GROUP 4 11.39 13.74 4.6S GARY POWER SPREADER(C) POWER TOOL OPERATORS (G) - 0 CROUP S 8.00 8.00 4.65 CLEAN-IP NOZZLEMAN SAND BLASTING (WET) GREEN CUTTER (D) STAKE SETTER CONCRETE POWER BUGGYMAN TAMPERS CRUSHER FEEDER TUNNEL MUCKERS /BRAKEMAN/ `GROUP 1 LABORERS WHO 8.76 4.65 DEMOLITION/WRECKING (E ) CONCRETE CREW/BULL MEET THE FOLLOWING GRADE CHECKER GANG (UNDERGROUND) DESCRIPTION ONLY: GRANITE NOZZLEMAN TENDER GROUP 1 LABORERS (NOT INVOLVED IN THE POURING OF CONCRETE ) ON PROJECTS OP LESS A) INCLUDING POT TENDER FOR SAME . APPLYING THAN $1.0 MILLION INVOLVING THE PROTECTIVE MATERIAL BY HAND OR NOZZLE ON CCNSTRUCTION. RECONSTRUCTION. MAJOR UTILITY LINES OR STORAGE TANKS ON PROJECT PENOVATION OR PAINTING OF BUILDINGS. THE B) POWER SAW 'CORK DONE ON A BUILDING MUST CONSTITUTE AT C) AND SIMILAR TYPES LEAST 20% OF THE TOTAL PROJECT PRICE TO USE D) CONCRETE , ROCK, ETC. THIS RATE . ) IN DETERMINING THE $1.0 MILLION E ) CHARRED MATERIALS FIGURE , DO NOT INCLUDE THE COST OF F) OF ALL MATERIALS OF AN IRRITATING NATURE JNDERGROUND UTILITIES (I .E . THE AMOUNT OF INCLUDING CEMENT AND LIME "HE CONTRACT DEDICATED TO FACILITIES FOR G) INCLUDES. BUT NOT LIMITED TO: DRY PACK ELECTRICITY. WATER. GAS, SEWERAGE INCLUDING MACHINE . JACKHAMMER. CHIPPING GUNS, PAVING STORM WATER, AND COMMUNICATIONS) WHICH ARE BREAKERS. VIBRATORS (LESS THAN 4" DIAMF_TER) FIVE FEET OR MORE OUTSIDE OF AND AWAY FROM THE BUILDING AND ARE SUBORDINATE AND INCIDENTAL TO THE MAJOR PURPOSE OF THE PROJECT. SEE PAGE Li FOR DESCRIPTION OF WHEN 80% RATES MAY BE USED l ,It PAGE 11 FOR ZONE RATES AND DESCRIPTIONS RAGE 12 TULY 1987 _.. •..- :. i,. .; . - . • ■ 1 sY+i.'m"i,. 'J R 'li, i. ' B■M.��.H..... - T ... +...i{MY.��.m�i.... �� -��. t • .,, R. -'Y^ 7 4 1 ..... ..j,.i.. . .. ;.mid"' . ;� � � � � � ►� 11 � }.�1 � 11 � � � 1 � � � I � � 111 � 1 � 1 � 1 � 1 � 111 I � I � I �IlIjT�r�1 I �1 ' 11� l1 � 1 �1y1 I � r� 1� 1 � 111 � 1 � ► , � , i , � >I � >} � I � r� � I � 1 � 1 � I � � � I � I � I� I � I � � � I � � � � � � il � I � � � I � � � I � � � t � �� I � r � ,I � � � l � l , � l � � l � l � ► � �� ,� � � � � I I 1 ( I I I I NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 10 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 LZ 9Z SZ b2 E2 22 12 02 61 91 LI 91 91 b I CI 21 11 01 6 9 L 9 S b E 2 ►IIIIIII��I��II>,��i��l�„��I��IIIM1111�111111111�1111I�I��►��I�l��a��1�.1,.�1�l�II��,X111.��1►��111IIII��.�I�u�il��I�lu�1�III�Iu��r��.ur�ut11111�r�1111I1►�1��111I�I,IIII��lll,l�.��l��iu� ,.�1�,�.�uulu„1�►,�1u�,1„�il��u�I11�lu�lu.ulll�� .......................MMAY 1990 BASIC BASIC NOUP,L Y FR 2,6E HCAR Y FR21GE iRA�ES _ RATE BENEFITS TRADES RATE RE�IEFM LABQR� (CONTINUED) P(10 EOUP-ENT OPERATORS (CONTINUED) GROUP 3 GROUP ASPHALT RAKERS FUMPCRETE NOZZLEMAN ASSISTANT CONVEYOR PARTSMAN (TOOL ROOM) BIT GRINDER SANDBLASTING (DRY) OPERATOR PUMP OPERATOR (A ) CONCRETE SAW OPERATOR SEWER PIPE LAYERS BRAKEMAN/SWITCHMA,N OILER (B) DRILL DOCTOR SEWER TIMBERMAN CRUSHER FEEDERMAN SCAFFOLDING OPERATOR (C) DRILL OPIRATORS (A) TRACK LINERS (E ) DECKHAND SWITCHMAN GUNITE NOZZLEMAN TUGGER OPERATOR GUARDRAIL PUNCH OILER HIGH SCALERS. TUNNEL -CHUCK TENDERS. STRIPPERS. DRILLERS(B) NIPPERS. TIMBERMAN A) UNDER 4 INCHES LASER BEAM (C ) VIBRATOR (4" AND LARGER) B) INCLUDING PLANT. CRANE , GUSHER. GUARDRAIL MANHOLE BUILDER WATER BLASTER EoUIPMENT. AND TRENCHING MACHINE POWDERMEN WELDER C) SELF-PROPELLED POWER SAW OPERATORS (D) OUP A) AIR TRACKS, CAT DRILLS , WAGJN DRILLS. RUBBER-MOUNTED DRILLS. AND OTHER SIMILAR A-FRAME TRUCK HELICOPTER RADIOMAN TYPES OPERATOR (A) (GROUND) B) COVERS WORK IN SWINGING STAGES. CHAIRS AUGER OILER (F) > OR BELTS. UNDER EXTREME CONDITIONS UNUSUAL BLADE OPERATOR (B) ROLLER OPERATOR (G) TO NORMAL DRILLING. BLASTING, BARRING-DOWN. BOATMAN TAR POT FIREMAN (H) OR SLOPING AND STRIPPING CRANE FIREMAN (C) TEMPORARY HATING PLANT C) PIPE LAYING. APPLICABLE WHEN EMPLOYEE DRI'_LER TENDER OPERATOR ASSIGNED TO MOVE , SET UP. ALIGN LASER BEAM. FORK LIFT OR LUMBER TRUCK CRANE OILER / D) BUCKING AND FALLING STACKER (D) DRIVER (I) E ) ANCHOR MACHINES. BALLAST REGULATORS, GRADE CHECKER TUGGER OR COFFIN TYPE MULTIPLE TAMPERS. POWER JACKS GRADE OILER (E ) HOIST OPERATOR HEAVY DUTY REPAIRMAN WELDER'S TrNDER GROUP 4 TE NDER LASER BEAM. (TUNNEL ) APPLICABLE WHEN EMPLOYEE A ) SINGLE DRUM ASSIGNED TO MOVE . SET-UP. ALIGN LASER BEAM B) PULLED TYPE TUNNEL MINERS C) ALL EOUIPMENT EXCEPT FLOATING TUNNEL POWDERMAN D) ON JOB SITE C ) REQUIRED TO CHECK GRADE GROUP 5 F) INCLUDING COMBINATION GUARDRAIL MACHINES G) (FADING OF BASE ROCK (NOT ASPHALT) FENCE BUILDER H) INCLUDING POWER AGITATED TYPE FLAGGER I) 25 TON CAPACITY AND OVER LANDSCAPING OR PLANTING LABORER GROUP 3 *** KWIR EGMEJ CPRATCRSI AIR FILTRATION HYDROGRAPHIC SEEDER 80% 100% Eo U I PME NT MACHINE (E ) ASPHALT PLANT FIREMAN HYDROSTATIC PUMP ZONE 1 (BASE RATE ) :2 BALLAST JACK TAMPER MIXER &IX OPEFATOR ( F) o GRoUP 1 12.7`3 15.99 4.67 BELL BOY, PHONES. ETC MOTORMAN © GROUP 2 12.94 16: 17 4.67 BROOM OPERATOR (A) PUGMILL OPERATOR 0 GROUP 3 13.06 16.33 4.67 BUCKET ELEVATOR (ANY TYFF ) I GROUP 4 13.22 16.53 4.67 LOADER (B) PUMP OPERATOR (G) I GROUP 5 13.26 16.57 4.67 CEMFNT HOG ROSS CARRIER OPERATOR (H) 0 COUP 6 13.34 16.68 4.67 COMPRESSOR OPERATOR (C) TAMPING MACHINE (I ) GROUP 7 13.40 16.75 4.67 CONCRETE SAW AND TRUCKMOUNTED ASPHALT 0 GROUP 8 13.51 16.89 4.67 CONCRETE CURING SPREADER (WITH SCREED) 0 GROUP 9 13.58 16.98 4.67 MACHINE (D) WELDING MACHINE OPERATOR 0 GROUP 10 13.65 17.06 4.67 CONVEYOR OPERATOR WIRE MAT OR BROOMING GROUP 11 13.66 17.08 4.67 HYDRAULIC PIPE PRESS MACHINE OPERATOR o GRo1.1p 12 13.74 17.18 4.67 • GROUP 13 13.82 17.28 4.67 A ) SELF-PROPELLED ON JOB SITE 0 GROUP 14 14.02 17.52 4.67 B) BARBER GREENE AND SIMILAR TYPE 0 GROUP 15 14. 17 17.71 4.67 C) ANY POWER. UNDCI, 12SO CUBIC FEET TOTAL 0 GROUP 16 14.37 17.96 4.67 CAPACITY o 1-,RouP 17 14.53 18. 16 4.67 D) RIDING TYPE * Gku,,,p 18 14.73 18.41 4.67 E ) STRAW. PULP OR SEED 0 GROU,, i9 14.87 18.59 4.67 F ) C.T.B. DRYBATCH. ETC. G) ANY POWER, 4 INCHES ANDOVER H ) ON JOB SITE I ) MECHANICAL SELF-PROPELLED S E PAGE 11 FOR DESCRIPTION OF WHEN 80% RATES MAY dE USED 2 SEE PAGE 11 FOR ZONE RATES AND DESCRIPTIONS IJL Y 1987 PAGE 13 ... �11rIrI �IIlr �irlrlr � rl � lr rlr � rltlt � t � titllitllilllit � I � 1II � lII � III � I � I � I � Li � fr � I � I � IIIiIIIi � IIiII � IrI � IlI1II � � IIItIIIIIIIIIt� Iltltlrlrlr � rli rlrlrlrlrlrlrlr �11I111 rItI11r ilrltir rlllrri � _ _ . � 2 3 NOTE : IF THIS MICROFILMED �..�..�..,..�.. _ ' G 7 8 Ca o I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - OE 62 8Z LZ 92 SZ fop EZ ZZ 12 02 61 91 LI 91 sl b I E I 21 1101 6 9 L 9 S I _ , �ttt ttttlrrrr�rrrtlrr�r�rrrrlrrrr�rrtrltr�t�ttI111111IIIIlIIIIi�I,I�,�,I�N�IIJI�IIIi�I�Illi.llt{�IIIIIIIiIl1U�J.flilllll�l_I�III�I��III�I�II�IIIIIIi.ILI�.�ItilllltlULli,illtttllllll�IlllII111II1ilIIII1 I1 1 1 1 1 111jwl,l1 diu I11IIIIIIIIII111 ' IIIIIIl�11�1WIUllli1u l�llUI!I!1 IIIIIl!1!�1111 I .. �............-_'. -' .,W�. - ,y.•,•�x -.,,.,,::,,� - yrry. ... ......,.,�... ...�- • war^ _...... ,K+79..� .., .. -_,a„ nM .. -.. - -- _.. .. ,T> -.•.+rr��.�,...-�..-. ��i✓ .._. _. +Yr.�+-rr+'�i+w - ._., _.. ...,.Kwe...x....,...............`•++e.x'• - r+w•......•..+.r-.....�... .. ..,,r., _. ... .. ... .r .r,.-,wnnme. .r BASIC BASIC HOLRL Y FRINGE L0JRL Y FR II T — RATE BENEFETf TRAf�ES RATE BENEFITS ME ESU MBT TI AM (CONTINUED) PCIJER EOUIP(EN i' OPERATORS (CONTINUED) CROP 4 OUP 7 COMBINATION MIXER 6 HELICOPTLR HOIST OPERATOR A-FRAME TRUCK (A) GROUTING MACHINE COMPRESSOR (A) HYDRA HAMMER OR SIMILAR BALLAST REGULATOR HYDRAULIC BACKHOE (E ) COMPACTOR. INCLUDING TYPES BALLAST TAMPER (B) LOCOMOJIVE . 40 TONS COMPRESSOR LOCOMOTIVE. UNDER LiO TONS BELTCRETE OVER LULL HI-LIFT OPERATOR (D) BOOM TRUCK POT RAMMER POWER (8) PAVEMENT BREAKER CHURN DRILL / EARTH PUMPCRETE OPERATOR (ANY CONCRETE MIXER PUMP OPERATOR (E ) BORING MACHINE TYPE ) OPERATOR (C) ROLLER OPERATOR. OILING CONCRETE MIXER (C) ROLLER (ANY ASPHALT MIX) FLOATING EQUIPMENT C.T.B. CONCRETE PUMP SHUTTLE CAR FIREMAN SCREED OPERATOR ELEVATING GRADER (D) TIE SPACER FORK LIFT. OVER S TON SERVICE OILER (GREASER) FULLER -Q NYON AND TOWER MOBILE OPERATOR A) GUNNITE WORK SIMILAR TRACK LINER B ) NER 1.2SO CU. FT. TOTAL CAPACITY A) DOUBLE DRUM C) SINGLE DRUM. UNDER FIVE BAG CAPACITY B) MULTIPLE PURPOSE 0) OR SIMILAR TYPE C) SINGLE DRUM. FIVE BAG CAPACITY AND OVER E ) MORE THAN 5 (ANY SIZE ) D) TRACTOR TOWED REQUIRING OPERATOR OR GRADER GROUPS E ) 'WHEEL TYPE 3/8 CU. YOS. AND UNDER WITH OR WITHOUT FRONT ENO ATTACHMENT 2 1 /2 CU. YDS. CHIP SPREADING MACHINE PULVA MIXER OR SIMILAR AND UNDER (FORD. JOHN Q"ERE , CASE TYPE ) OPERATOR TYPES GROUP U)NCRETE BATCI' PLANT" SLIP CORM PUMPS, POWER QUALITY CONTROL DRIVEN HYDRAULIC ASPHALT PAVER OPERATOR DIESEL -ELECTRIC OPERATOR LIFTING DEVICE FOR BATCH PLANT AND/OR ENGINEER (C) ELEVATOR OPERATOR CONCRETE FORMS WET-MIX (A) GENERATOR OPERATOR XTRUSION MACHINE SWEEPER. WAYNE TYPE (8) BELT LOADER (B) FOIST, SINGLE DRUM TRACTOR (C) LIME SPREADING (A) TRENCHING MACHINE (D) A) ONE AND TWO DRUM PC,WER JUMBO, SETTING WAGNER PACTOR (E ) B) KOLMAN AND KO CAL TYPES SLIP FORMS. ETC. IN C) PLANT. CRUSHER, GENERATOR. FLOATING TUNNELS. A ) r N JOB SITE GROUP 9 B ) SELF-PROPELLED ON JOB SITE ASPHALT PLANT OPERATOR GUARDRAIL PUNCH AND C) p_�BBER -TIRED SO H.P. FLYWHi-.EL AND UNDER BOLT-THREADING MACHINE AUGER (D) D) MA"IMUM DIGGING CAPACITY 3 FT. DEPTH BOOM-TYPE LIFTING H.D. MECHANIC AND WELDER E ) OR SIMILAR TYPE WITHOUT BLADE DEVICE (A ) HAMMER OPERATOR °OUP 6 BORING MACHINE HYDRAULIC BACKHOE (E ) BULLDOZER LIFT SLAB MACHINE CHERRY WICKER (A) (B) LOADER (F) ASPHALT BURNER AND CONCRE FE SPREADER CHICAGO BOOM (C) iMACHINE TOOL OPERATOR PECONDITIONER CURB MACHINE (B) COMPACTOR WITH BLADE PIPE CLEANING. COPING, CAST-IN PLACE: PIPE LOADERS (C) CONCRETE COOLING CEE'NDING AND WRAPPING LAYING MACHINE MAGINNIS INTERNAL FULL MACHINE NVCHINES CvNCRETE FINISHING SLAB VIBRATOR CRUSHER PLANT OPERATOR SIDE -f3OOM CAT MACHINE (A) PAVEMENT GRINDER AND/OR DRILL CAT OPERATOR STATIONARY DRAG SCRAPER CONCRETE JOINT 'MACHINE GROOVING MACHINE (D) DRILL DOCTOR SURFACE HEATER AND PLANER CCNCRETE PAVING MACHINE ROCK SPREADERS (E ) DRILL DOCTOR (BIT TRACTOR (C) Cu^NCRE TE PLANER GRINDER) TRACTOR (H 4 ) CLARY, JOHNSON. BIDWELL. BURGESS. BRIDGES GRIZZLY CRUSHER TRENCH MACHi�IF (I ) DECK OR SIMILAR TYPE A) S TON CAPACITY OR LESS 3 ) MECHANICAL BERM, CURB AND /OR GUTTER B) OR SIMILAR TYPE CRANE -`HOIST C ) RUBBER-TIRED TYPE , 2 1 /2 CU. YDS. AND UNDER C) AND SIMILAR TYPES D) RIDING TYPE D) ALL TYPES E ) SELF -PROPELLED E ) TRACK TYPE 3i8 CU. YDS. F) FRONT END AND OVERHEAD. 2 1 /2 Cu. YDS. AND UNDER 4 CU. YDS. G) WITH BOOM ATTACHMENTS H) RUBBER-TIRED OVER SO H.P. FLYWHEEL I ) MAXIMUM DIGGING CAPACITY OVER 3 FT. DEPTH AGE 1H 'u L Y 1 qR 7 ...+ �.R9,s]c,.4._'..� �' ` I .... , .�.y....... :::... '�'.R•'" iW� #r:' - 1::,�1F+. y�p� '� �'^�..r�Mr� ....,._:� .. �.l�_.. ... ......+.., -rf1�•a..—.:..y...y IM"�' p��-i _ s^W�jr.rtTlll/f�- .,, �111iItE>� Itl �tllltl � it � ll � ltllltl � IIIIIII � lllllllilill911� Tlllr ( I � Ii� IIiI � I � IfIIIIIiIIl � llll ► � Illlllllllllfllli � I � 111I11llIIG� IIIIIIII � IIIIIII � II � � t � � � I � IItII�iIIiIIIIIIfII � Illllll � l �11 � � 11 NOTE : IF THIS MICROFILMED 2 3 '4rJ s 7 8 t�o 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �. THE QUALITY OF THE ORIGI14AL DRAWING OE 6Z 8Z LZ 9z SZ y bZ EZ . Zz IZ 0Z 61 of LI 91 SI bI el ? 1 11 01 6 8 L 9 S 0 E Z 1A Y 1990 ��II�IIII�IIII�IIII�IIII�iiilllili�1111�111�1111�111I�1111�1111�1111�1IN��Nijl�U�ITIL.�.t.li►�Vl11�1111� 1�f�l�:ill�ll!1�11!l�Illl.�lIU�1111�1)u��1��jlu��1�IIII�iM1�IIII�IIII�Iliil�Illt�lll��iLll�1�1111�11111�111111J111111]J11J111JJlllll�lllld11111111111,s..:!!�.11U��ll1�1!1.I�llU�ll11 I .,ygyy�...•. - .. ...........:.»+•M•Y^..,�,A'5: ` tC:Lr`Yf."wr.N..:y.b.a r. .-._ .. .r -... ...r,"y.y..w.. `••t�,�.. - ....WG '^�. ... i.. � ... x .. ... ♦ iu..i.l....�r — - ... _ -rr.—�.w�� 7Y ....: - ,• lay.:. BASIC gASYr HO(JRL Y r?'�JGE 1lR Y FR? G- TRIES RATE BENEFITS TRACES RATE BENEFITS POWER EQUIPMENT_ OPERATORS (CONTINUED) °SER EOUIPNENT OPERATZS (CnNTI NUE D) GROUP 1O BARGE OPERATOR, COMPACTOR, MI!! � i Z!JGIH OUP 14 SELF-LOADING DOZERS AN!' rUF 'ERS I(C) RUGBER -TIRED SCRAPER (A) BULLDOZER (A) DRILEr;, (D) TOWER CRANE OPERATOR CABLE PLOW (ANY TYPE ) JA:ic OPERATOR /ELEVATjN COMBINATION H.D. BARGES r ) WITH TANDEM SCRAPERS. SELF—LOAOING, PADDLE MECHANICi'LDER (B) WHEEL. AUGER TYPE , FINISH AND /OR 2 OR MORE UNITS A) TWIN ENGINE ('6 12 AND SIMILAR) 8 ) WITH DISP (CHER AND/OR REQUIRED TO DO BOTH GROUP C) RUBBER —TIRED (MICHIGAN. CAT. HOUGH TYPE ) D) PF^,�USSION. DIAMOND. CARE . CABLE , ROTARY AND LOADER. 4 CU. YDS. . BUT LESS THAN 6 CU. YDS . SIMILAR TYPE ROCK HOUND OPERATOR GROUP I I 0UP 6 CLAMSHELL .HOE . ETC. (A) DRAGLINE AUTOGRADER OR FLOATING CRANE (DERRICK COMBINATION GUARDRAIL GRADE —ALLS (A) "TRIMMER" BARGE ) (C) I'1ACHINES (8) MIXER MOBILE AUTOMATIC CONCRETE LOADER (D) CONCRETE BREAKER MUCKING MACHINE (TUNNEL) SLIP FORM PAVER RUBBER—TIRED SCRAPER (E ) CRANE CPERATOR (C) SHOVEL CABLEWAY (A) SHOVEL (F) CONCRETE CANAL LINE TANDEM BULLDOZER (G) A) UNDER 1 CU. YD. CRANE (8) WHEEL EXCAVATOR (H) B ) I .E . . PUNCH, AUGER. ETC. FLOATING CLAMSHELL , WHIRLEY. 80 TON AND UNDER C) 25 TONS AND UNDER ETC. . 3 CU., YDS . AND OVER �RouP 12 • A ) 25 TONS AND OVER BATCH PLANT AND /OR PADDLE WHEEL , AUGER TYPE B ) OVER 40 TON AND INCLUDING 100 TON IST 1`1X (A) PILEDRIVER (NOT CRANE C ) 30 TON BUT LESS THAN 80 TON BLADE PN NTED TYPE ) D) 6 CU. YDS. , BUT LESS THAN 12 CU. YDS. SPREADERS ( 8 ) REINFORCED TANK BANDING E ) WITH TANDEIM SCRAPERS. MULTI —ENGINE BLADE OPERATOR MACHINE (K-17 OR F ) 3 CU. YDS. . AUT LESS THAN 5 Cl;. YDS . EL EVATING LOADER (C) SIMILAR) G) O)JAD-NINE AND SIMILAR HOIST. TWO OR MORE RUBBER—TIRED SCRAPER (D) H) UNDER 750 CU. YDS. PER HOUR DRUMS SHIELD OPERATOR SINGLE SCRAPER (E ) C*0OUP 17 A) 3 UNITS OR MORE CANAL TRIMMER LOADER (C) 8 ) ULRICH AND SIMILIR TYPES CANE (A) SHOVEL . ETC. (0) C) ATHEY AND SIMILAR FLOATING CRANE (B ) IdHIRLEY (E ) D) SINGLE AND TWIN ENGINE E ) WITH PUSH-PULL ATTACHMENTS, SELF LOADER A) OVER 100 TON AND INCLUDING 2M TON B) DERRICK BARGE , 80 TON, BUT LESS THAN t_;0 TON GROUP 13 C) 12 CU. YDS. �,ND OVER D) 5 CU, YDS. AND OVER PACK FILLING MACHINE DERRICK. UNDER 100 TONS E ) OVEP 80 TON AND INCLUDING 15C TON BLADE (A) ELEVATING GRADER (E ) BLADE . MULTI —ENGINE FLOATING CLAMSHELL.ETC. (F ) GROUP i8 BLADE OPERATOR. FINISH FLOATING CRANE (G) BRIDGE CRANE GRADE —ALL, 1 CU. YD. BAND WAGONS (A) WHEEL EXCAVATOR (D) OPERATOR (B ) AND OVER CRANE (B) WHIRLEY (E ) CABLEWAY OPERATOR (C) HOIST (H) FLOATING CRANE (C) CONCRETE PAVING ROAD PILEDRIVER OPERATOR MIXER SHOVEL, ETC (I ) A ) IN CONJUNCTION WITH WHEEL EXCAVATOR CRANE (D) B ) OVER 200 TON C) ISO TON BUT LESS THAN 250 TON A ) EXTERNALLY CONTROLLED BY ELECTRONIC. D) OVER 2OO TON MECHANICAL HYDRAULIC MANES E ) ISO TON ,AND OVER B) LOCOMOTIVE CRANE , GANTRY AND OVERHEAD C) 25 TON AND OVER GROUP 19 D) OVER 2S TON AND INCLUDING 40 TONS E ) OPERATED BY TRACTOR OPERATOR. SIERRA. ECULID, FLOATING CRANE (A) REMOTE CONTROLLED EARTH OR SIMILAR HELICOPTER (B) %VING EQUIPMENT F) UNDER 3 CU. YDS. UNDER WATER EQUIPMENT (C) G ) DERRICK BARGE , LESS THAN 30 TON H ) STIFF LEG. GUY DERRICK. OR SIMILAR. 50 TONS A) ?SO TON AND OVER AND OVER B) WHEN USED IN ERECTING WORK I ) 1 CU. YD. AND LESS THAN 3 CU. YDS. C ) REMOTE OR OTHERWISE juLY 1987 PAGE 15 �.,.. y�. . u l :.. 10-'11 + 1 + ►� 11 + 11I + + l + ; + t1 + ` + Ir � t � t � tlt � t � tl ► It � tlt ` t �1 � i { t � tOt � 1l� � tlt � t � + + tI � IIIIt � t � t � + It { i � t1 + I + � t � lit t � l � tlt ` + � t � tlt� t � t � tl + � + l + l + lt + I + I + I + M + 1 + 11 + t� �� t � + i + l + � + � + t + + I + I + or ' t� tl + t + NOTE : I F THIS MICROFILMED �... I 2 3 --- 4 _ 5 _ 6 7 8 `� _ S 12 . 1.�■�Il.rs DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 LZ 9Z SZ 02 EZ ZZ IZ OZ 61 BI LI 91 SII bl EI ZI 1I1 01 6 9 L 9 SI-- ' b E Z I ►t1�tlttl+ttt�t++tl++u�++++I++++ ++++I++tt�tttt1111IIt111INIII01111N1��I1�►ll�tu41�,} �I1111.111iltwi.i11I1111luijIli1l/TILT)1tlIIUIIULILjij�j.Udj!!III11�tM1I111111Itl.IIIId1lilltlll�Ill��IUIII11lIu11�1�111 It�ulu11�11 lllllllllllllUi�I1S1�111111!l�lU61olw111111lIIN ' mAY � 1990 .o..a.i+.w.�...>.r_-..•.vta..:......m...,..r„—.._ _,-....�j�-..- .�-u.�..i...�„�••- .- _ ..._�.�,W,,...._. +a .... �•.... __._ .,.�.,..._ ._.... ..�....._;,�i:..:.. . ...�.. �..,......••r.....-..Y.—•................_......,s, .....q......>.......a.- ...�. ...a+r . ...�_. •rar:pail.Y^►—' -, -. :`,�R '"'..a».. . mlYw.�.+�w'1'M$•'� .. .. ,..............wa•nrv.t.nom�.. ��" _.... .�.r. �.. ' I a BASIC BAgTr HOURLY FR.'TIGE FAY FRING-3E TREES __ RAT.E, BENEFITS_ TRADES RATE BEP! F TRl10K ORIVERSI 3 'KDRLVERS (CUNTI NUE D) 80% LUMBER CARRIER. DRIVER-STRADDLE CARRIER--USED IN LOADING. UNLOADING ZONE 1 (BASE RATE ) :2 AND TRANSPORTATION OF MATERIAL ON JOB • GROUP 1 12.59 15.23 4.70 SITE. . . . . . . . . . . . . . . . . . . . 4 o 0�?ouP 2 12.63 15.28 4.70 0 GROUP 3 12.67 15.33 4.70 OIL DISTRIBUTOR DRIVER OR LEVERMAN. . . , . 4 0 GROUP 4 12.71 15.38 4.70 • GROUP 5 12.75 15.43 4.70 PILOT CAR . . . . . .. . . . . . . . . . . . i • GROUP 6 12.83 15.53 4.70 0 GROUP 7 12.91 15.63 4.70 SLURRY TRUCK DRIVER Cd LEVERMAN . . . . . . 3 0 GROUP 8 12.99 15.73 4.70 0 CROUP 9 13.07 15.83 4.70 SOLO FLAT BED AND MISC. BODY TRUCKS-- 0 GROUP 10 13.21 16.00 4.70 0-Ib TONS 1 0 GROUP 11 13.29 16.10 4.70 0 GROUP 12 13.37 16.20 4.70 TRANSIT MIX AND l T OR DRY MIX TRUCKS: o GROUP 13 13.45 16.30 'x.70 5 CO. YDS. AND UNDER . . . . . . . . . . i 0 GROUP 14 13.53 16.40 4.70 OVER :S CU. YDS. AND INC. 7 CU. YDS . . . 5 OVER 7 CU. YDS. AND INC. 9 CU. YDS . . . 6 WORK GROUT OVER 9 CU. YDS. AND INC. 11 CU. YDS. . . 7 OVER 11 CU. YDS. AND INC. 13 CU. YDS . . 8 A-FRAME OR HYDRA -t IFT TRUCK W/LOAD OVER 13 CU. YDS. AND INC. 15 CU. YDS . . 9 BEARING SURFACE . . . . . . . . . . . . 2 TEAM DRI',fERS. 2 BATTERY REBUILOER 1 TIREMAN. FULL -TIME BASIS. 3 BUS OR MAN-HAUL DRIVF,R. 1 TRUCK HELPER . 1 CONCRETE BUGGIES (POWER OPERATED) . . . . 1 TRUCK MECHANIC-AJELDER --6COY REPAIRMAN. . . 6 C'RIVERS AND HELPERS HANDLING SACKED xMENT--ADD 154 PER HOUR TRUCK MECHANIC HELPER . . . . . . . . . . . 1 DUMP TRUCKS, SIDE . END AND BOTTOM WATER WAGONS (RATED CAPACITY) UP TO: LUMPS, INCLUDING SEMI -TRUCKS AND 1600 GALLONS . . . . . . . . . . . . . . 1 TRAINS OR COMBINATIONS THEREOF: 1600 TO 3000 GALLONS . . . . . . . . . . 3 6 CU. YDS. AND UNDER1 3000 TO SOUL GALLONS . . . . . . . 4 OVER 6 CU. YDS. AND INC. 10 CU. YDS 3 SOX To 7000 GALLONS . . . . . . . 6 OVER 10 CU. YDS. AND INC. 20 CU. YDS 6 7000 TO 10.()00 GALLONS . . . . . . . , . 7 OVER 20 CU. YDS. AND INC. 30 CU. YD, 7 10.000 TO 15.000 GALLONS . . , . . , . . 8 OVER 30 CU. YDS. AND INC. 40 CU. YDS 8 OVER 4O CU. YDS. AND INC. 50 CU. YDS 5' WINCH TRUCK--TAKES CLASSIFICATION OF OVER 50 CU. YDS. AND INC. ESO CU. YDS 10 TRUCK ON WHICH WINCH IS MOUNTED OVER 60 CU. YOS. AND INC. 70 CU. YDS 11 OVER 70 CU. YDS. AND INC. 80 CU. YDS 12 OVER 80 CU. YDS. AND INC. CAD CU. YDS 13 OVER 90 CU. YDS. AND INC. 100 CU. YDS. 1.4 D11MPSTERS OR SIMILAR FOUIPMENT--ALL SIZES . . . . . . . . . . . . . . . . . . . 5 FFLAHERTY SPREADER DRIVER OR LEVERMAN. . . . 4 LIFT JITNEYS. FORK LIFTS --ALL SIZES --USED IN LOADING. UNLOADING & TRANSPORTING MATERIAL ON JOB SITE . . . . . . . . . . . . 1 L!)ADER AND /OR LEVERMAN ON CONCRETE DRY BATCH PLANT. MANUALLY OPERATED. . . . . . . 1 LOW BED EQUIPMENT. FLAT BED SEMI - IRUCK AND TRAILER OR DOUBLES TRANS - PORTING EQUIPMENT OR WET OR DRY `"ATERIALS . . . . . . . . . . . . . . . . . 4 LUBRICATION MAN. FUEL TRUCK DRIVER. CRIVER. TIREMAN. WASH RACK, STEAM CLEANER OR COMBINATION. . . . . . . . . . . 2 1 SEE PAGE 11 FOR DESCRIPTION OF WHEN SOX RATES MAY EE USED. SEE PAGE 11 FOR ZONE RATES AND DESCRIPTIONS. PAGE 16 JULY 1987 _ .ran, �.,.��„ .._ . ...a-�..�q...,+h.+�.Rr.. __• � .. -..,-`. , , ... , , _ :c..r,r.n.... .. .�... W,� ,�tea._ ;�.. •� - ..w. � �.:�.. .•ar..!iM.Nw.,-�...►dr• �..:aa..�w-. � - . � - bw .►1 I I II I 1IIIII I II1I 11 � � � { IIIllllllllllllllll � iil �l� tjtli { iJill 1111Ill c �1 { 111 { Illl � lllilll111i1I � { III � II1 { 111lIllllll { li1lIIIl1IlIlllillililil � ' iII � It11�IIlilili { 1111 � IiI � � � Ii � il � ` � II { 2 3 4 5 6 7 !8 9 1�0 11 12 NOTE : IF THIS M ICROF I LME O DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DISE TO THE QUALITY OF THE ORIGINAL DRAWING. -- BE 62 82 LZ 92 92 o2 EZ 22 12 02 61 81 L I 91 sl 1� I E I al 11 01 6 9 L 9 S b C Z I ""a'" ►ululll�lilll�iiiii�il��{i�i�I�iI�IIII�II1111uIIIIIIIultjltl��ttNliulllttt�ill�(t11;�111111111611.111111Ill il. 61111161HIII)11 11H botIffidniIll IIiniIll 111lIIdII di �t�l�luul�� Il I��wl��i��luul��ul�I�Ilullu�lll�� MA Y .1 91990 .. .:,.....,...w�...v,.a. �,:..,„.,,:,.. _ _ ......e..y. yi..�..._ ,.r,......-.... - _. ...._ .. „r_ .. r:rr�W�G.y..........-....,...-.+..........- - �w ».,..o .1 -.`WANO "'�...._._>a...+waM .. .+. - ,,.+ .+ n 1. 14ureau of Labor and Industries PAYROLL Payroll and Certified Stat ,m(,iit Wage and Hour Division (For Contractor or Subcontractor's Use; See Instruction , Fcrm W11-38A (3/84 ) ) Form - For Use in Complying with ORS 279. 354 IAMr"_0Fr C ONTRKTGR EjOR�UUMM — ADDRESS� — Phone: OR WLEK f_IJUINC� CONTRACTING AGENCY PROJECT AND LOCATION PROJECT OR CONTRACT 110. DATE CONTRA—CT ----- SPECIFICATIONS FIRST ADVERTISED FOR BID Phone ( ) - --_- -- 1 2 N l3 4 ) DAY AND DATE (5) — (6 7 -(8 ) - (9 ) v -- NAME , ADDRESS, AND ? WORK V) TOTAL RATE GROSS DEDUCTIONS NET SOCIAL SECURITY CLASSIFICATION �' HOURS OF PAY AMOUNT FICAIFEDERAL STATE OTHER TOTAL WAGE NUMBER OF EMPLOYEE 3 0 (include group o 4- 9 P EARNED WITH- WITH- 4- DEDUC- PAID x number if HOLDING HOLDING TIONS FOR applicable) TAX TAX WEEK 0 S 0 S S 0 S 0 S 0 S I I I I � � 1 � 1 1 i_..� � Ii �,.1..1.' 11 I 111 sal 1 1 1 1 1 1 1 I 11 1 1 1 11111 I I I 1 i I I I I I 1 IIIIIII 111 � 1� 1 IIII111 111 , 111 111 III III III 111 Ilr 111I (I ' 11 ill III III 111 Ilr 111 III i .� I l i i i � ► NOTE : I F THIS MICROFILMED - 2 ,... 3 4� 5 6 -- - - 7 8 9 110 11 12 DRAWING IS LESS CLEAR THAN — THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 82 LZ 92 SZ b2 C2 22 12 02 61 81 Ll 91 91 b 1 C1 21 11 01 6 8 L 9 S b E ? 1 I I , MAY ) 1990 �t111111i111111111111111111IIIII1111111i11F11111111111111111111�111111111�1111�11il�lll��,Ii1►II111h111�,�„11,�JJlliIIIIIOJ!�Iilll�I)I�IIIt1IIUi�1.►t�I�1��tt�.u,��t11111r►lllllll�lu��l;llllll��u�l.lut��.�il1��1 �1uu�wl�w�w��,�!.�u�llu�lu��uullii� r 'r - ..:.f�i,:_ ....:...._._._..._.r.._.__..._ _. �"' - ....aw,,,.rsn...w.......,�w._._....-_...__. .............- _..._.-..._. ..... _a'E,,,,,p„„_. .... _...w__.__.. .....r...p�„�,�,mt�7.'�Aw�•w,.... ... .,..w� .�---i..c_. _ .. r.....,,.,., ,...., � -_ - _ 9 CERTIFIED STATEMENT (4) That : (fJ�ui or- signatory pa r�t y� (T i t le� (a ) WHERE FRINGE BENC f I TS ARE PAID TO APPROVED PLANS , FUNDS OR PROGP.Af1S In addition to the basic hourly wage rates paid to each worker li ,, ted (lo hereby state: in the above referenced payroll , payments of fringe benefits as 1 ( 1 ) ihat 1 pay or supervise the payment of the persons employed by listed in the contract have been or will be made to appropriateprograms for the benefit of such employees , except as noted in on the Section 4(c) below. _ (b) WHERE FRINGE BENEFITS ARE PAID IN CASH (Contractor, subcontractor or sure--T Building or work Each worker listed in the above referenced payroll has been paid , as indicated on the payroll , an amount not less than the sum of that during the payroll commencing on the the ap9licable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract , except as noted day of 19_ and ending the day of in Sec,:ion 4(c) below. _ 19_ _ all persons employed on said project have been (c) EXEMPTIONS —y `aid the full weekly wages earned, that no rebates have ;)een or will he made _ EXCEPTI N (CRAFT) EXPLANATION either directly or indirectly to or on behalf of said – (Contractor, subcontractor or surety) from the full weekly wages earned by any person and that no deductions have been ,nacre either directly or indirectly fro,,�r the full wages earned by any person, other than permissible deductions as specified in ORS 652.610, and described below. REMARKS (2) That any payrolls otherwise under this contract required to be submitted I have read this certified statement, know the contents thereof and it is for the above period are correct and complete; that the wage rates for workers true_ to my knowledge . contained therein are riot 'less than the applicable wage rates contained in any NAME AND TiTLE SIGNATURE vidge determination incorp+)rated into the contract ; that the classifications set forth therein for each worker conform with work performed. ( 3) That any apprentices employed in the above period are duly registered in a bona fide ai:prenticeship program registered with a State apprenticeship agency Contractor Subcontractor � Surety recognized by the Bureau of Apprenticeship and Training , United States Department 1----� of Labor, or if no such reccgnized agency exists in a State , are registered with t'ie Bureau At,prentrcelhip and Training, United States Department of Labor . File this form with the contracting agency and send a true copy to the Bureau of Labor and indu_ tries, 1400 SW Fifth Ave. , Portland , OR 97201 4 j ; -. 1 11 � 1 � �1lII �.`EII � IIIpII � I1 � II � IIIIIIIIIIIIiIlI111 ' I � IIIII� IiIitIiIII � IIII � III �I � IItlill ) t � l � l ill � lllll � lll ) I t � 111 � 1 l � ill � l 1 � II1 � 1 111111 11iI111 ! 111111 A11 � 111 111 III III IIi 111 III NOTE : I F THIS MICROFILMED 2 3 4 s 7 $ 9 1 Q 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. CIE 6? BZ 1Z 97 SZ bZ _ �2 IZ GZ f;l BI LI 91 SI 10 CI ZI 11 01 6 8 l 9 S b E Z I ��•�" I I I I - ' JW 4111! 111111 If 11 loll 1111111111111111111�111iIIIIIIIIIIII�IIII1111 111111J11�11 11ifll► t111�1111! IJP,nill11111111111111�1�1�_�)II(�IIII��.III�1��1111�UL�IIIi�itil�1111�1IU�1111�1111f1Ul�llll�ll�l�11LIJtl�lll► ll�llLlll111u6Ul11H1111uUl lilt lil , -M_ _ A Y 1 990 dk .,,. z n ie. xit , } .n 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 Prevailing Wage Rate Law. Under this amended law, the contractor is required to pay not less than fringe benefits as predetermined by the Bureau of Labor and Industries , in addition to payment of not less than the predetermined rates . The contractor ' s obligation to pay fringe benefits may be met either by payment of the fringes to the various plans , funds , or programs or by making these payments to the employees as cash in lieu of fringes. This form provides for the contractor ' s showing of the payroll and all monies paid to the employees , whether as basic rates or as cash in lieu of fringes and provides for the contractor' s representation in the certified statement that he/she is paying to others fringes required by the contract and not paid as cash in lieu of fringes. Detailed instructions concerning the preparation of the form follow: Fill in all boxes at top of form. Be sure to enter the date the contract was first advertised for bid by the contracting agency. This date should appear on the bid documents. Column 1 - Name , Address , and Social Security number of Employee: The employee ' s - full name must be shown on each payroll submitted. The employee ' s address must also be shown on the first payroll submitted. The address need not be shown on subsequent payrolls unless the address changes , Although not required , space is available in the name and address section so that Social Security numbers may be listed. Column 2 - Withholding Exemptions : This column is merely inserted for the employer ' s convenience and is not a requirement. Column 3 - 'Mork Classifications : List classification descriptive of work actually performed by employees . Include group number when appropriate. Consult classifications and; minimum wage schedule set forth in contract specifications . If additional classifications are deemed necessary , see Contracting Officer or Agency representative. Employee may be shown as having worked in more than one classification provided accurate hreakdovin of hours so worked is maintained and shown on submitted payroll by use of separate line entries. Col umn 4 -- Hours Worked : Enter as overtime hours all hours worked in excess of 8 hours per day , all hours v.,jrked on Saturday and Sunday and hours worked on legal holidays as defined in ORS 279. 334. Column 5 - Total : Sel f-expl ana tory. Column 6 _ Rate of Pay , including Fringe Benefits : In straight time box , list actual hourly rate paid the employee for straight time worked plus any cash in lieu of fringes paid the employee. When recording the straight time hourly rate , any cash paid in lieu of fringes may be+ shown separately from the basic rate , thus $12 . 50/2 . 35. This is of assistance to correctly computing overtime . See "Fringe Benefits" below. Payment of not less than time and one half the bas -kc or regular rate paid is required for overtime under ORS 279. 334. In addition to paying not less than the predetermined rate for the classificaion in which the employee works , the contractor shall pay to approved plans , funds , or programs or shall pay as cash in lieu of fringes amounts predetermined as fringe benefits in the wage decision made part of the contract. See "FRINGE BENEFITS" below. ORM WH-•38A ( Rev 8/84) -1 - .. '.... f�9li'RY�,I�SPY5�11i651�i1J"•,•"">u,9 _. _ loq 11010140,000 ppo, x.. w. --.�11�►_.__ �;:� .......mac 17 11 � t � �IIIt IIIIIt � tIIs � IIt � tIlI1 � 1 � 1 � 1i1 � 1 � 1 � 1i1 � 1 � 1 �1Ii ) 1 � 1 � 1I1 � 1 , II + � IItrtII � Il1 � 111 � 1 � t1111 � 111 � t � 11 I � II11 � 111 � I� I � I � I � tltltllll 111I1Jill11 � 116 01IIIIIIlllf111 111I111 ' I'IIIIII NOTE : IF THIS MICROFILMED ► �-_- 2 3 4 _ 6 7 8 0 I I 12 DRAWING IS LESS CLEAR THAN -� j THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - 0£ 6Z AZ LZ 92 SZ 0 £Z ZZ 1Z 0Z 61 91 LI 91 SI bl £ I ZI 11 01 6 9 1 9 S b E Z 1 ��IIIIIII�IItIIIt11�1111IIttI�ttlliillt�lltl�Iill�tiilli111I111,_��INIiIN��iJ1IIM1>)111 1 �1iw 1100111ijMAY 1990 -iIUIi11111�11I►Edi'IIllUllL�t111�1ttiIIIiVItI11IlII�IIIIIIIIIiIL: Ii�IUI�IUI .r� F_ Ill�IJJ11llLlIII11 r:� I -..q,�,,...-• .....�. ..,� �. — .. _,... :. -_.�...:.....«..... ..........;r-g. ., ...W�,. ,a.��.yyarr....•...... ___ . ......•...,. ......:.._ .-- _.y,,tp}wy.�{... y. .+w - -..+.r. ev+IV.'.. - .-..r - r a w...� .. •+ ».. w'_ . .....aouw ��✓•'. .. _ .. "'-"""""`�I►='�.�I"" l I FRINGE BENEFITS -- Contractors who pay all required fringe benefits : A contractor who pays fringe benefits to approved pans , tunas , or programs in amounts not less than ;.ere 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 fri n e benefits : A contractor who pays no fringe benefits shall pay o the employee , and inser 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 payin? fringe benefits in cash directly to employees. Any exceptions shall be noted in Section 4(c ) . 'Jse of 'Section 4(c ) , Except i ons Any contractor who is making payment to approved pians , funds , or programs in amounts less than the wage determination required is obliged to pay the deficiency directly to the employees as cash in lieu of fringes. Any exceptions to Section 4( a) or 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 - huurs ( unless otherwise provided by applicable determination ) worked on the project an amount not less 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 benet-its" for computation of overtime rate. Column 7 - Gross Amount Earned: Enter gross amount earned on this project. If part of the employees ' wage was earned on 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 four deductions show d 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 the 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 Required by ORS 279. 354 : While this form need not, be notarized , the erti ieStatement is subject to the pen Tties provided by ORS 279. 990. Accordingly , the party signing this required statement should have knowledge of the facts rc,!presented as true . Space has been provided between items ( 1 ) and ( 2 ) of the Statement for describing any deductions made . If all deduction- made are adequately described in the "Deductions" column above , state "See Deductions column in this payroll . " See paragraph entitled "FRINGE BENEFITS" above for instructions concerning filling out paragraph 4 of the Statement. FORM WH-38A ( Rev 8/84) -2- I ._ a ,..•..1 ,., ,, IhiaSY_:BCwJl tiG' _ ... . _ _ ,� _ •srw..,.. ^Jn"^� — l '".-`.y :r ..__. •._ '..,:,•.- .,��,, .... . ,_. ,. �,... .Yi'.1p511hF �'t . ':'sy. ds;+,.. 'h:!nfl'^,'.',%Cl.�.......t,.,..sr Mwr,+.+rw >+-..r--ran,— r97+!i`SF.;.3a ..wN•7u - .Y,. .' +...�r.... -- .� � 4 .. r .,., :_ _..._. .. �. .... .'keaa:rc:nc.a-.nr...-r-.b� .. -if r•e-� i.'�S-y-. ..wrt-i .w7?BP'.. .. ';wa �� a ...,•r a �, . •1. �'� I � � + IE� � { � �I � I � I � � � I � � � i� � I � , � I � � � I � � � I � � II � IiI � � I � II111� 1T1 � 1r1 � � I� � IIIfiIA �il ► � llll � ll � lli ` il � � ili � � ll � l-11iiIII � � III � II � � li� il � � ili � ili � i { i i { i � � � � li { i � iiilN{ i � i { i � � { ijili i { i � il ► � i � � � i � s NOTE : IF THIS MICROFILMED - 2 3 4 5 8 9 { 0 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - -. _ - -------- 0£ 62 9Z 1Z 9Z SZ bZ EZ ZZ 1 Z 02 6 91 l l 91 GI b I E I Z I 11 01 6 9 1 9 S b E z 1 � 1 I I t _t- ` 141.1 1111 1111 I11ubillllu{b{I�l ►u1i;11l�Jlulll.{111.1bbill�l dUL1111111ImIIIIIIIIUJIII �IIIIII1111111".lUI) 1990 l�Iwl11u11111 MAY 4 I'I../I1VI�t_U F'UtSLI (.; lf'll'ItUdLlit_ ill :�UI�U�IIU: � FISCAL YEAR___ � - _ _ _ PAGE OF ( Name of State or Local Government Agency) Project Project Agency or Number Project Name Type Project Location Estimated Project Cost Contract Work ORS 279. 023 generally states that not less than 30 daRrior to adoption of its budget for the subsequent budget per-iod , each Public a enc shall prepare anTTTTe wiE the Co "sstoner of-the Bureau of Labor an n ustrtes a tst o ever public improvement mown to tTiat agency t at t e agency`p-Tans to {unpin the bu et ert6d. . e agency decides to use its own equtpmen an�personr,eT—tor constructing projects esttma ed—to Cost7toore t an�U-,'U00, the agency shall show that the decision conforms to the policy of the State of Oregon that public agencies shall make every effort to construct public improvements at the least cost to the public agency, and the public agency shall cause to be kept and preserved a full , true and accurate account of the costs of performing the work including all engineering and administrative expenses and a reasonable estimate of the cost , including investment cost , of the equipment used. NOTE : This Improvement Summary together with the project FGPri1 WH _ .I 10 0/82 ) estimate and least cost determination constitutes a public record avai )able in the usu,,° manner for public review or copying. Mail a copy of this public improvement summary to : Wage and Hour Division , 306 State Office Building ; Portland , Oregon 97201 as , ...«.�.... :. gel h� ra7M'AMP�{]IarM�� r � �l (I � I �trI1 � l � r � r � r � ir11 � 1 � 1 � 1I1 � 1 � 1 � 1 � 1 � 111 � ' � 1 � '111j1 � 1t111t� � 1 � 111 � ' fI � IIItII1 � 111 � ' IIl1 � 111 � 111 � 111 III � III � � I � � It1� 111 � 111 � 111 � ri1 11 oil �l1 � 1 � 1 r � 1 � 11r rir , 1lr r � r � rrl NOTE : IF THIS MICROFILMED _ 2 3 4 5 6 7 8 g 10 + 12 DRAWING IS LESS CLEAR THAN --THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. or 62 82 LZ 92 SZ 02 EZ 22 12 OZ 61 81 LI 91 51 b l CI 21 11 01 6 8 L 9 S b E Z 1MAY �►I!lIIIIIr111�1�111rrr1�rrrrlr��rrIr11111�IIIIIIIIII111111�ILI;�111��1��1�111�,I1I1��1��.;. �111�L�t�o.1�,��I1��.11_�!lll1.�R111h��-�1�1I1�IlI�lll�k��ij,�litlL�r1111rn�I11111�1u�uJ�E�lllu��llu��111� �I,V�Illu�l�u'Liull��u j�J,�J�j�Jj� 1 1 ll�� ) 1990 w ter^ _Y, CAP I I/1 lf•111k0VLNLN 1 PkUJI_C i (;U`) I- l;OMPARI SON LS T1MATL ( Name of State or Local Government Agency) DEPARTMENT : PROJECT NAME : FUND : PROPOSED YEAR: PROJECT NUMBER : PROJECT DESCRIPTION : Rough Agency Force Estimate Agency Contract Estimate Quantity Unit Total Unit Total Estimate Units Work Class Description Cost Cost Cost Cost Estimated Construction Period $ $ determines that (Agency Force- ) ( Contractor) can perform this work at the least cost . ( Name of Agency ) ( cross out one ) FORH WH - 119 ( 10/82 ) (Agency Official ) , f3�fY1Y I11 1 J ,. i �� a,wr'Os•y�ai"Midl�, " �p .�. � lt � t1 �1 � 111"�'Illlat � tl � lt11 � ` � II � I � IIIII � IIIIIII � li11111 � 1i111 ( Ill�illi � l � l � l I � Iflilll � lll ' .' ll ' I � t I � I � I� I , Il � o � l � � l � l �l ..l � l � l � l Iitilli tit � tlt tlt � t � t �! I ! it til tlt tlt tir tll tlt � I I l I a l i l I � IIIi � i NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN I THIS NO'f 1:CE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. QE 62 BZ LZ 9Z -- SZ VZ CZ ZZ _ .. 17 0Z 61 ._ . 8I LI 91 SI bl EI ZI 11 01 6 9 1 9 S b E Z I �Iwasa �rll Illl�tlllllltlltttllttttlttltlttlt`III�IIII�IIIIIII11�1111�IIIII:�IN��I�1�1ltl�ll{1111►1111111111.1. U�,1ililllillll�It1��I�I��I��IIJIIIJll�jiltj�ll�jil!itlli�tttllllltlllUlllllLl{111tIj1I111111111�1W�11u�I1�li1 tJ+tll�iJlllJJl111�J IJllllll�! I�� L' II II1� _ -. ._.. ...� ..,.... -..".._..«„'"�t�'- - -. - - .. ` "_ a.e- _.r-�__....,.. .. ,_._.ax-,.,,.......�._„« .. .. _..rW+r r..�y.yy.r. - - ___-.-..�.�....._...._ -.• ., - ., �.. •..rn�, / ._ ...]�- ..,1.. ,.,_,yr.+ ,. � .,... .... -. .. '- .,, — - -- _.._-mow.,,. -E�91✓ -w.____."' Y•,.�,�,_, I NOTICE OF AWARD OF PUBLIC WORKS CONTRAC' ( For Use by Public Agency in Complying with URS 279 . 363 ) 1 . PRIME CONTRACTOR 3 . CONTRACT INFORt4ATION A. Contract Name or Number : � Address i 'i ty , State , Zip B . Location of work : Phone Number ( ) C. County : ? . CONTRACTING AGENCY D. Amount of the Award : $ game E. Source of Funds : ( i . e . 100% ' Federal Funds ; 50/50 , ll 'Adress Federal , State ; 100% local ) I r _.i ty , State , Zip Phone Number ( ) _ F . Date Contract Awarded: :,jbmi t this completed notice to : ,age and Hour Division , G. Date Contract Specifications ' revailing Wage Section , Advertised for Bid : , 400 S . W . 5th Avenue - Room 306 ` = ortland , Oregon 97201 =1RM WH-81 ( Rev . 5/85 ) NOTICE OF AWARD OF PUBLIC WORKS CONTRACT ( For Use by Public Agency in Complying with ORS 279. 363 ) PRIME CONTRACTOR 3 . CONTRACT INFORMATION ;3 ZAK CONSTRUCTION COMPANY A. Contract Name or Number : � 1dress 1234 N . W . Camille Street 100-H : i ty , State , Zip Alexandra , OR 97201 ovation of work : Becca , Oregon 503 123-4567 I • hone Number ( , . County : Malheur CONTRACTING AGENCY D. Amount of the Award : $ 259000 '; ame LOPEZ IRRIGATION DISTRICT E . Source of Funds : ( i . e . 100% Mery un s ; 0/50 , 'Adress 1234 N . W . Shannon Court Federal , State ; 100% local ) i ty , State , lin Jamestown , OR 97201 100'1 State : none Number ( 503 ) 987-6543 F . Date Contract Awarded : July 16 , 1985 j 5mi t this completed notice to : ,-age and Hour Division , G. Date Contract Specifications revailing Wage Section , Advertised for Bi d : 400 S . W. 5th Avenue - Room 306 -irtland , Oregon 97201 July 10 , 1985 n'1 WH-81 ( Rev . 5/85 ) _ffiqw�.wUF i i ► i i i i iii i i i i � 1 1 Iil 1i1 1 � � � 1 I 1 � I 1 ► � � 111 111 1i1 i I iii i 1i1 lit I i � � � I I iii i i iii a iii � ili iii i iii i � i Iii i iii r � i i � � � i , r � r { r ' 2 3 4 5 6 7 6 9 10 1 1 12 NOTE : IF THIS MICROFILMED �...,.:.��------------ -- - --- DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 ez LZ 92 SZ *2 E2 '22 12 02 61 91 L I 91 GI b I CI 21 11 01 6 9 L 9 S b E z IMAY f11{111�1��1��1��1��1��{��I��I��;111111111111IIr{Ilu�illi�il,111�J�{1111��111�1��hrlr��u��tltiil{ray{Iurllir��lullullulr�.��utfi►.t+�►IIIIIrlolilrllr�uJl�1;�Ii11�1rtililli�lrt��u�� tr� a l� ,�l.��t�.l��ol�u{�.wlrtu�ult�luu.�u.ul�u�tlullul�uulri�� 61 11 7_-.�_ - - ) 1990 4 ; .,.. ..-... . :... _. -_ ,..,_. ,_...._..r. •..TTf:. __.. _ _ .,.k .�....._. �;y�1: �brrnrlil+w�, ., .:..1.-....'�U.,�+.•w► +.. _.'.wr..-- ' , rn�i�.alr ,w.,,--. r' -... w.. ., — - __. s... .. �. _. _ �..�—.�.. SECTION 01010 SUMMARY Oc THE WORK PART 1 . 00 - GENERAL 1 . 01 DESCRIPTION A . GENERAL REQUIREMENTS ill Drawings and general provisions of the Contract , including General and other Conditions and other Division 1 - General Requirements sections , apply to the work specified in this Section . B . DESCRIPTION OF WORK Provide all supplies , tools , equipment , scaffolding , transportation , utilities , services , superintendence , and labor , and the furnishing of all materials , items , and accessories needed for total construction of the Metzger Elementary School Covered Play Structure , Portland , Oregon , all as shown on the Drawings snd described in the Project Manual for the Base ,aid , as awarded . C . TIME OF COMPLETION The work of this contract shall be commenced on the date. of written . notice to proceed and -shall be completed by dates established in Paragraph 1 . 02 of Section 00300 , "Bid/Tender r-orm" , and 3s i stipulated in Subparagraph 5 . 1 , 3 of the Supplementary Conditions . D . LIQUIDATED DAMAGES The undersigned acknowledges and agrees to abide by all provisir;ns Of General and ,Supplementar,y t.'onditions of the C'Dntract regarding l i' quidated dzmages as it pertains to the Contractor for all 4ork Udder th i -s Con trac t . ACCEPTANCE OF SITE The Contractor shall fully ; nform himsel ' of the areas in which work is to be processed , delivery of materials , limited area of wore; ing conditions , and use of limited access to work areas . Cond(.xt of the work must be fully cooperative and in the best of conduct . Use of other areas than indicated on the drawing and areas noted as limited C,Dntractor access areas shall be coordinated with the Owner, END OF SECTION 01310 - 1 No 1i1 � 1 �{ tlt it 11 � 1r1 � 1 � ! � t ` I � I , I � III � t � tll t � l � l (0 � 1 �1 � 9 � 1 I � l ` I �l , tltlllt I � 1 � l � tt � t � t � i ` t � tlt � i � l � t � f� l t � til � ll � til � llt � l � 1111111i11 � 111iI � 1111t11 �it ` 11it11 ` 111 1111111 IfI 1III ti NOTE : IF THIS MICROFILMED �......�...�..._ �..� ..... _ 3 4 5 6 7 8 9 14 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO { THE QUALITY OF THE ORIGINAL DRAWING. _...�__ Oc 6Z AZ LZ 9Z' SZ t>'Z EZ ZZ IZ OZ 61 91 LI 91 SI VI EI ZI 11 01 6 9 L 9 S b E Z I 11 II II II- ►tt�tlttlrttt�tiitle�ee��iiil��i��ie�Itttt�tuttlttlt�ttttlltil.li11��11N�tniw1j)1)1,�1.� 1IIli{1tillutihillIIII1{t)J111111IlublU{1111II1ll{}►} 1 Ilttt�lttt111ll{lfillIIIjIII111111111.11111Wwilult tt ill�11�1 1 If�tlult� I tluUilllit! 1111�11Ullltl�llUIIIU,IUI�1W{1111 990 MAY -,�.^'--. � ,_ "" .,-..rr�"„r,s.-"_.--- rr,,......,,.,.;..,.r,... -..,.._•.---' - _.rci�fYiir.--� - _. _, _ �. .....-.. ..-. _._., � _ '. .. •r .._�w.- _w ....ee... ....._.....-...... _� „a..rwyyY.µil..„�w.�..i,..d.........�............-......,�,...-.^.-....+....n .. .r.kn.: - ..., .+.�a _.. ...f .n.... ., r �, ,eYY►'.-r.o..d--, •,..+.... .. .,.wy.ro. ....k7's"'t fir..,. ., .. . ..._....,. .rmwex. -- -- -,�..wras+�..:. �.,. _-` -"�..-r..^r.::.��-� M SECTION 01025 MEASUREMENT AND PAYMENT PART 1 . 00 - GENERAL 1 . 01 DESCRIPTION A . RELATED WORK SPECIFIED ELSEWHERE a 1 . Progress schedules : Section 01040 . 2 . Submittals : Section 01300 . PART -2 . 00--- PRODUCTS Not applicable to this Section . PART 3 . 00 - EXECUTION DESCRIPTION A . SCHEDULE OF VALUES aenera a . Sl ,hm -i t the schedule of values in f(-)rm approved by the Architect 'listing not less than ,ane I `gym for their work and c,ubc;ontracted work for each applicable Section cif the Project Manual , O'Visi (Dn•; 1 thrOLIgh 10 ink: lusive . b . rorrelate line items with other administrative schedules and forms required fOr the work , including bar jrr.sph prOgress schedule , payment r-equest Furm , listing of subcontractors , �cheuu l e 0 ", alternates , listing of products and principal suppliers and fabricators , -ind schedule of submittals . c . Provide breakdown of Contract Sum in sufficient detail ~o Fac; i l i tate r,ont i nued evaluation of payment irld progress reports , d . Break down principal ;ubcon t r ac t ame _,n i s into several 1 i ne items ; "(Dund )ff to nearest whole dcllar , but with total equal to Contract Sum . e . Upon request of the Architect , submit further breakdown of the work in any cl'f the Sections of thc- ?ro_'c�c t 'Manua 1 . f . Submit 3 copies of schedule to Arc► i t r_c Gond 3 copies to Owner . g . Change orders and their approved sums are to be listed as separate items . 2 . Time Coordination In coordination of initial submit { als and other administrative "start-up" activities , submit schedule of values to Architect at earliest feasible date , but in no case later than 7 days before initial payment request is submitted . 3 . Schedule Updating : Update and resubmit schedule of values when change orders affect listing and when actual performance of the work involves necessary changes of substance to values previously listed . 0102.5 - 1 . i . I '.. .:'.':......,_... ...- - � � wv.n>w:...,.., ...... :..r:r..-.yigwyi...,. .c�,.,.6F+i.'w/'..•- -.-^++1'^1....,w -HAYIRMwrIf4F •, _,'r R• ._,.. .. .. ..^'! � .. . .,yl,. ..� � 7•�.►+—..._ - aT-.- ' ►' t � l ' ! ' I � � � F�l � � � ! ' I ' I ' � ' � l � � � l � � � I � � � l � � � lil + I + � + f + � + 11111 + ilill �� Iill + I � �+ i1011l � ll � � Il � I + tib + I � � � I + I +lllllll � ll � + II � + I +� II + � + I � � � o � I � i � ilililil � lilili �li � ililiiili + i rlilil � illi + � I 2 3 NOTE : IF THIS MICROFILMED ._. �.e. .�4 _ _ �J F) 7 12 DRAWING IS LESS CLEAR THAN - i THIS NOTICE , IT 15 DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ _ —_ — - -- ----- -- -- or 6Z 8',Z tZ 8Z SZ VZ EZ ZZ IZ OZ 61 BI LI 91 5 ! bI CI ZI ii 01 till 5 8 1 9 S b E Z i ►+�I�++�I��I��I��I��I��I��I��+�IIIIIIIIIIIiIli�ei�iliiN ulill,�,��+IlI�,1►I+++�Ill+Il,u1��.Illlllllll��illE111Lllel(!!illlli.lL1�1+1t Illlli Ltn Ill 11111 Uhl id ii 11 lltulil.�� i I ' u! I illll!!�llllt�ll1111)111.UU1 lilt ) 1990 amu... SECTION 01025 MEASUREMENT AND PAYMENT B . APPLICATION FOR PAYMENT 1 . General : Except as otherwise indicated , sequence of progress payments is to be regular , and each must be consistent with previous applications and payments . 2 . Payment—Application Times_ a . The "date" for each progress payment is as indicated in Owner-Contractor Agreement or other Conditions of the Contract or , if none is indicated therein , it is the 15th day of each month . b . The period of construction work covered by each payment request is the period indicated on Owner -Contractor Agreement or , if none is indicated therein , it is the period ending 15 days prior to date for each progress payment , and starting the day following end of the preceding period . 3 . Paymen t_ App1 i cation _Forms Submit app 1 i ca t i ens fOr rcaymen t , using AIA Document G702 Application and Certificate for Payment , and G703 , Continuation Sheet . Fo ', low line items set forth c)n the Schedule of Values for format and breakdown of costs . d . Appl_cation_Preparation a . Except as otherwise indicated , complete every entry provided for on the form , including notarization and `xecu t i on ;-)y author i zed persons ; incomplete applications will be raturned by architect w i thou t ac t i o(l . b . Entries must match current data of schedule of varies and progress schedule and report . c . Listing must i nc lade amounts of change .)rders issued pc i or to first day of the "period of construction " covered by application . Initial __ Payment _ Awl icati ;,n : The pr incipa i admin istrative � . _ actions and submittals which must precede or, c,o i nc i 6e w i t:h submittal c,f first payment application can be summarized as follows , but not necessarily by way of limitations . a . Statement of Intent to Pay Prevailing Wages on Public Works Contract . b . 13c-hedule of Values List o f Subcontractor-3 and major material sup,p l i ers d . Schedule of Submittals (preliminary if not final ) . e . Copies of acquired building permits and similar authorizations and 'licenses from go,.,ern i ng authorities for current performance of the work . 6 . Applications each Month Durr fq_Construction : :.ee Section 01300 . 7 . App licationMatTime of SubstantialCompletion_ Following w owing issuance of Architect ' s final "Certificate cif Substantial Completion " , and also in part as applicable to prier certificates on portions of completed work as designated , a "spec i a 1 " paymen t " app l i ca t i on may be prepared and subm i t ted by Contractor . The principal administrative actions and submittals which mast proceed or coincide with such special applications can be summarized as follows , but not necessarily t,y way of limitation . 0105 - 2 .rr .�..r..r._.._ �. .�:v.,r,.e. r1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 �� 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 �1 1 ( I ! 1 � I I S I t l l l ( ► I S I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 11 1 1 � I I I I I I I O I P 1 � 1 � 1 1 _____- _ _ . . ...__:;-.;:,� .,..�=- .• NOTE : I F THIS MICROFILMED I 2 3 4 _ 6 $ ! O ! ! 12 DRAWING IS LESS CLEAR THAN i" -- THIS NOTICE , IT IS DUE_ TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 aZ LZ 92 SZ bZ CZ ZZ 1Z 0 61 91 L 1 91 G I b I C I Z i 11 01 6 9 L 9 S �HIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIiIIIIIIII�IIIIIIIIIIIIiIIIIIIIIIN�IIN��WI�II,U�l111 '.ii�lltill�ll„�, IIiiI�I!IIIUIIIlIJI11l1IiLIlIi_illll�lllL�L�LIt111ItM1IIIIlIIlU�1111IIIIlIItIIIIIJIIJI11,Il�11I I.•-.'.-.- �'''"�""" ' � lil�ll�11�11�iw��1111�J111MAY 1990 �11IJ111 W,III�I�1WI1111 SECTION 01025 MEASUREMENT AND PAYMENT a . Occupancy permits and similar approvals or certifications by goverr) ing authorities and franchised services , assuring Owner ' s full access and use of completed word'. b . Warranties , guarantees , maintenance agreements and similar provisions of Contract Documents . c . Final cleaning of the work . d . Advise to Owner on coordination of shifting insurance coverages , including proof of extended coverage:, as required . e . Listing of Contractor ' s incomplete work , recognized as exceptions to Architect ' s Certificate of Substantial Completion , 8 . Final _ Payment Application : The administration actions and submittals which must precede or coincide with submittal of final payment application can be summarized as follows , but not necessarily by way of limitation : a . Completion of project closeout requirPr,ients is specified in Section 01700 . b . Completion of items specified for completion beyond time )f substantial completion ( regardless of ,Nhether special payment app l i c a t i on was previously made . ) c . Assurance , ;a t i s F 3c tory to Owner , that unset t 1 ed c 1 a i ms w i l l be settled and that work not actually completed and accepted will be Completed without Undue delay . d . Transmittal of required project construction records to the Owner , e . Proof , satisfactory to Owner , that taxes , Fees and similar obligations of Contractor have been paid . f . Removal of temporary facilities , services , surplus materials , rubbish and similar elements . g . Consent of surety for final payment . h . Cer t i f i ca t. i on o1 f Payroll . 9 . App lication_Transmittal : a . Submit four ( 4 ) executed copies of each payment application , one copy of ,qhich ; ; cvmpl �ted with waivers of lien anis similar attachments . b . Transmit each copy with a transmittal form listing those attachments , and recording appropriate information related to application in a manner acceptable to Architect . c . Transmit to Architect by means ensuring receipt within 24 hours . END OF SECTION 01025 - 3 • .-. I i,. � . . �•Iw...�.+` .......::�.•.. .... 0. ...mow.. '._— -._ . '�. }F�1".MY!3NR ` g^��. "a4�'AO�Va�.�.:tA` .�" !1!Nv'! ally _. .i.. -i+w_....ry.',' ... .. w+`WHRr}v .ri.r F.t•w. `1g11.�� 9 ' . , _ � ^ � � I I I �I I � I ` I I � I ` i � I 1 � t � ( r � � Itlrl� ( titltll Irlll � lllllllll tltltll ( IIIII� t tlt � tllltltltlt tlt � lllllll � lli IIIIIt � llllllll �II � IIIIII1 � 1 � 1 IIII111 ' 1 � 1 ' 1 � � _ 2 3 4 5 7 f3 9 10 I I 12 , NOTE : IF THIS MICROFILMED �.,. - �----- .--.— �.•� ._. DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �i THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 92 LZ 9Z SZ 02 EZ ZZ 12 0Z 61 91 J.1 91 S I b l El 31 11 01 6 8 L 9 S b E Z 1 �rlllltllllllllll11I111111111�111111111�1111IIIttir11rI111111111I1111�1111I11�I111a1�11ii1i11�lillrl,ljlL� i11IlIIlII!!llltlIIIII_lLltU�lUllllll t tlllllU.l!,tllrlrtlllllll�Ilullllt�Illlllllllll_III�lllll ll�lI1J�1;U l!!ll 11u111111111huLID)1011al1111 - A y 1990 ,. -.�..rr....--.. ._ .�..—_ _ _" ,... �'�V..w.._. . -. ---.:;-�� -. .,.:yyW.y.a�.+�c+•wed.iF'YMM"•"" r..+sw,=�'. "'MM"'+'M"«. Mawr .. "�' +`•.�.rsa„yr... .._ ... t� SECTION 01040 COORDINATION , SCHEDULES , REPORTS 1 PART 1 . 00 - GENERAL 1 . 01 DESCRIPTION A . RELATED WORK SPECIFIED ELSEWHERE 1 . Measurement and Payment : Section 01025 . 2 . Submittals : Section 01300 . PART 2 . 00 - PRODUCTS Not applicable to this Section PART _3 . 00 - _EXECUTION 3 . 01 COORDINATION OF WORK A . GENERAL 1 . The Contractor shall be responsible for the coordination of the work of all trades . he shalt check specifications , addenda , and drawings covering all trades as the work progresses . . 2 . And Contractor shall be represented on the job site by his superintendent at all times when there is construction going on , including the work of his subcontractors , as well as his own . B . COORDINATION OF REPORTS/ACTIVITIES Coordinate both the procedural timing and the listing ( naming and sequencing ) of reports/activities required by provisions of this Section and other sections , to afford consistency and logical coordination between submitted reports or lists . Maintain coordination and correlation between separate reports by updating at monthly or shorter time intervals . Make appropriate distribution of each report and updated report to entities involved in the work including Architect and Owner . In particular , provide close coordination of progress schedule, schedule of values ( see Section 01025 ) , listing of subcontracts , schedule of submittals , prcgress reperts , and payments requests . C . COORDINATION DRAWINGS Where work by separate entities requires off-site fabrication of products and materials which must be accurately interfaced and closely intermeshed to produce required results , prepare coordination drawings to indicate how the work shown by separate shop drawings will be interfaced , intermeshed , and sequenced for installation ; comply with submittal requirements of Section 01300 . 01040- 1 ,, y, _. r .. •..a.n.- _-,. lkl.ww►F..1►.I .....:..w�•a, ._ _._..........._......_ .. _ :.. -^* ,6"�';^ "`'" ►. ........... .. .._., ,._. ,. ,M': `...". ..,... ..µr +_-. ,, ,.»m. ��:.. - rriiYi _�iWiii.■," - _ a .WII.YY■wMWWMI/M1ds�iAW■k'.4h4.�aa'.tA.AW+vM1:i".&iiw.... .. :. -. . .. ,,,. I �■,.. ,,. .., . ,. ',.v �111 � � 1 �llll �li III ' i � 1 { � � � � 11l � III � IIII111 IIIII �I � I�T�.fj1 1rl � lj1 , 111i111 I � If1� 1 � 111I111 111IIII � I � flf� l Ijl � l ) 1 � 111 � 1 � 11111 ' IIlll � l � l � l IIIIII11111I111 11 � 1111111i111 111ir � 1 ' 1� 1 � 11 ) 2 4 5 6 9 10 I I NOTE : IF THIS MICROFILMED 3 7 8 12( --- —_ -- -- DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 9Z SZ bZ EZ ZZ IZ OZ 61 QI LI 91 SI b EI ZI 11 OI 6 8 L 9 S b E Z 1 �►1111111,111111111�111i{1111�111111111�111�1111�111111111�111111111`IIN��1�111r,1,�III1�1.11t{1111111111 �IIIIIIIII�I�1111111�I1IuII�IIIt,��F�tj,1.�,I,�tltl�Ff'flllllll�llllllll{IIIIItUllll��ll��Ulli,t�l ��_lu�luit�t�i��l��w�u�wl�u�utl��u��u�l��lu��t�lrli� 1 � 1990 4 ..,.,...K....r-... ..++^..�. + -.-- {I�.O�Y�f"' �.y....rr.......:._.r-.,u.-..,....,�,...__ ...... __ _ � .. - _.___-�._ __ ...- _. .. _ _ ,. ' ...-.-' � r _.:.sr...,ewww::.......„6nSYryu...r..._....r.....-.+....____...,............' -wmw.,. ar■.w•• �I�r• ...w• -+.w'n•'«_, r!';,q,°�I!!DI■I�,r,... . y�y, _ .. , 11 _y__a,,. *�•�.- .� .... —�.. .rr.., _ - � SECTION 01040 COORCINATION , SCHEDULES , REPORTS 0 . PRE-CONSTRUCTION CONFERENCE Prior to starting any work at the site, the Cwner will call a meeting which shall be attended by the Owner or his designated representative, the Architect , the General Contractor or his general superintendent , r,?presentatives of the Contractor ' s subcontractors as may be invited by the Contractor , to discuss any questions that may come before the meeting and to assist in orderly progress of the work . the time and location of the conference will be established after award of the Mork . The Contractor shall be responsible for notifying his perscnnel and the subcontractors who are to attend the conference . E . COORDINATION MEETINGS 1 . Periodic Meeti� : For purposes of coordination and scheduling , after start of the work , Contractor and all subcontractors whose work is in progress as otherwise requested , shall attend a meeting which shall be held weekly or as otherwise designated , to discuss , with the Architect , any items requiring clarification or settlement . Meetings are to be held at the jobsite . At Contractor ' s option , monthly progress meetings can double as a required coordination meeting . 2 . Monthly_ f:2 ress Meetings_,_Reporting : a . In addition to specific coordination meetings for each element of work , and other regular project meetings for other purposes , hold general progress meeting each month with time coordinated with preparation of payment request . b . Require each entity then involved i n planning , coordination or performance of work to be properly represented at each meeting . Review each entity ' s present and future needs including interface requirements , time , seauences , deliveries , access , site utilization , temporary facilities and services , hours of work , hazards and risks , housekeeping , change orders , and documentation of information for payment requests . C . Discuss whether each element of current work is ahead of schedule, or time , or behind time in relation with updated progress schedule . Determine how behind-time work will be expedited , and secure commitments from entities involved in doing so . d . Review everything of significance which could affect progress of the work . 3 . 02 PROGRESS SCHEDULES A . SCHEDULE GRAPH 1 . Contractor shall submit a progress schedule in the form of a bar or CPM graph and shall indicate the dates for the starting and completion of all stages of construction . The graph shall be updated monthly in conjunction with application for payment and submitted therewith as required under Section 01025 . 01040-2 •".11 � ;gyp .4 l - .{•ti =': a ^ _. . "vFY1r•,pf.iwVY1�1N.�tAduuwY^.9�+i.s.'.re �i"iia"��i.ii�7.rmarJAAA1.1�Y �� : � ..•�' r"'� �oil 11l1g11IR111111011111 i1 � � 111 � 111iI11 � 111I111 � 111 � � �1jli1 � 111 � 111I111I � I � r111I111I11111111111111 � 11111111 IIIIiIIlllllill Illl , l � li111111 1JillI111 hili 111111 ill � lli illl � lr il � liii ' � a i NOTE : IF THIS M ICROF I LME D 5 7 8 10 1 1 12 DRAWING IS LESS CLEAR THAN TN IS NOTICE , IT IS DUE TO THL QUALITY OF THE ORIGINAL -- DRAWING. — �E 6Z 82 L Z 92 SZ bZ EZ ZZ 1Z 0Z 61 8' Li 9! S I to E 1 21 1 1 01 6 9 L 9 S b EM,A Y 11990 z I �►II�IIIIIil1l�illi�iiii�icliiliiii�iil�llil1�111111lIII11111111�IS11,1IIIIli'u1�11,1i�1111.�1.111I11�111111.11,L1.1�.1111IllIlIII�IIl1111111�11I�IIIIIILIll�111#I1111�11.�IullllrtlllllllllUllII1�IIllltullllll1111.1.�1111I111�1 � 1�1 �ui�Itn�I�Ili��iulu�.�1�w��wjl�u�.��l�ul�lull 1 111�� • u leu a 1 i SECTION 01040 COORDINATION , SCHEDULES , REPORTS 2 . The Contractor and all Subcontractors , suppliers and manufacturers shal '; schedule materials , deliveries and installations to conform with the Contractor ' s progress schedu le, and Prov i s i ons to this effect shall be included i n all subcontracts . END OF SECTION 01040-3 .. .k� .'• 1 •:_ ,. .`. a1Ci "u 1:r;r:S;i�Zj:$'at,'1k.4`."�!{� - . ...rOu. .N 1 � � � � � ►I � � � �IIIIII � � 1 � I � � II � ' � Ii � IIIIIIIIIII � III ` i � lll )111 � 111 � 111 �1I1111111 � � II1111111 � 11 � 9 � � � � I � Iell � i � I I � II1 � 1 l � lll � l I � I � III 11 � � � 11 ilE � ili � � � � � � � �11I111 � ' Ii11 � il � � � l � �1 � � � � I � I I I a I I I ,� I I ► i NOTE : IF THIS MICROFILMED r..,, , 2 3 4 5 6 7 8 9 i O I 12 DRAWING IS LESS CLEAR THAN T 'THIS NOTICE , IT IS DUE TO THE QUALIP.1 OF THE ORIGINAL o. D RAW I NG. — — —_ _ —— — ------- — -- _ OE 62 82 L'L 9Z SZ 02 U _ ZZ IZ OZ 61 81 LI 91 SI bl EI 21 11 01 6 8 L 9 S ✓ E Z ►t�1�1��I��1�I��I��s1��1��1��1��1111111111111111iIi��li11�1111�11��11�1�11,111111IIII1,��1��11�IIIIIIia!1�t1��11111I)IuIlUl11111�1►�tlllll1UL1111111��1IIIIII11uIIIIllirlllt111111_itulll�l !>I�lll iwwu ll�l IUlllwflflll! dUU1)JulluOlwilln . SECTION 01045 CUTTING AND PATCHING PART 1 . 00 - GENERAL 1 . 01 DESCRIPTION Not applicable to this Section . PART 2 .00 - PRODUCTS 2 . 01 MATERIALS A . MATERIALS FOR PATCHING 1 . Except as otherwise indicated or approved by Architect , provide materials for cutting-and-patching which will result in equal - or-better work than work being cut-and-patched ; in terms of performance characteristics and including visual effect where applicable . 2 . Except as otherwise specified , use materials identical with original materials where feasible and where recognized that satisfactory results can be produced thereby . PART 3 . 00 EXECUTION 3 . 01 CUTTING_AND_PATCHING_OF WORK A . CUTTING AND PATCHING 1 . General : a .! The General Contractor shall provide all cutting and patching as require6 for installation , fitting and/ or penetration of the w,)rk of all trades or subcontractors under his contract through existing or new work , by performing the work with his o+4n forces , or by having his subcontractors perform this work . b . Do not cut-and-patch structural work in a manner ,•esult 'dng in reduction of load-carrying capacity or load- deflection ratio . c . Do not cut-and-patch work in a manner resulting in reduction of visual qualities or resulting in substantial evidence of cut-and-patch work , both as judged solely by Architect . d . Remove and replace work judged by Architect to be cut-and- patched in a visually unsatisfactory manner . 1 . Tem or_ar_y_Support and Protection : a . Provide adequate temporary support for work to be cut , to prevent failure ; do not endanger other work . b . Provide adequate protection of other work during cutting- and-patching , to prevent damage; and provide protection of the work from adverse weather exposure . 01045- 1 .- .c. •—ANN ... :w ;� � � l � l ►fit { � l l � l � l � lil � � � ! it iit � tlt � tliltltlt { t1tIII 111) 11111-ftJill IIIII IIti11-1 It 11111111111 t tl111111 ► Itltlt� tltlt { ` tli0iltlili � � lililil � lil { Ili { � y � { 11 � 1 � 1 � 1 � � � 1 � � � 1 � � � I1 8 9 NOTE : IF THIS MICROFILMED �•.......� - ..�.____�_. 6 7 10 { I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF T;iE ORIGINAL DRAWING. _ ___-____- -- - ---- - OE 6Z 8Z L 9Z SZ bZ EZ ZZ I Z 02 fi t 91 L I 91 S 1 t I E I 21 11 01 6 9 L 9 S b E <<11111i111I11111�II��I��I��III�I�It1111u111ui1u1��t{�hul�urll�,�11s11 �r11►111111l11{Iul��t1�1111��!�1i��1�1��.I�t111i1j11l !111111tn�1�t�11�1u11t1�1111111t��lu��uullW1I �ui� ll�u►hwli�uli�ull�ul�1�11��1t�l��i MAY 1990 ......:.nom...._,,.V.. . .•r.."' "- r ... mW�Y► y�—y......-. .WWi' �._ � _ -.I _ �' e� .. r..u.vyyM.+r✓.y. .-..r .. ......�,.... ... ........ .. ,..,. ..... . ...a.;jr►.. � .. .. .. . .M'M{Y p' .a1"�r... rr». ��.nM. .'r, t'....-,� .-... . ... �.... '_ '�.. �,n. a..�,1Y...�.�!rv...r.r...�...,.uq_... rr.y. �. SECTION 01045 CUTTING AND PATCHING 2 . Cutting : a . When required , cut with such tools and method,.5 as to prevent unnecessary damage to surrounding areas and equipment ; engage only recognized experts to perform cutting-and- patching of structural work , operational /safety-related components , and vislually-exposed work ; employ only proven methods . b . Where physical cutting action is required , cut work with sawing and gr ,i nd i ng tools , not: with hammering and chopping tools . Core dr i 11 openings through concrete work . c . Shall pay all costs , as determined by the Architect , of remedial work necessitated by cutting under their respective responsibility which impaired the structural and/or operational/safety integrity of the building . 4 . Pouch i2q a . Except: as specified otherwise , all patching is the responsibility of the Contractor . b .. It shall match existing or adjacent surfaces , and shall match existing materials and assemblies so as to retain all existing fire ratings . Existing walls , floors , ceilings , beams and other building surfaces shall be neatly finished by patching , filling or otherwise as directed by the Architect . c . Patch with seams which are durable and as invisible as possible . d . Restore exposed finishes of patched areas ; and , where necessary , extend finish restoration onto retained work adjoining , in a manner which will eliminate evidence of patching . Where patch occurs in a smooth painted surface , extend final paint coat over entire unbroken surface containing patch , after patched area has received prime and base coats . 5 . Paving a . Cutting and patching includes exterior paving ; cut in straight lines at scores or expansion joints . b . Replace as approved to match adjacent surfaces , unless otherwise indicated . END OF SECTION 01045 -2 • d ,� !11r � rIE� II1 �11III1 � rIrIr � 111 � 111 � i11 , 1 � 1 , i11 � 4 � 1 � 1i1 ' 1 �1� 1� tll � lll �lllll � Illrl � i � 1 � II1 � I � I � lIl � 1 � 1 � 11I � II1) I { ( � I � I � IIIIi ' 1 � 1� 111 � 111 ` Ill � fll 111 � rlrlrli � ltr �Il � llllfil ` 11r r11 � rlrlr1f � 111 2 3 4 5 6 7 8 I0 II 12 NOTE : I F THIS MICROFILMED �....:.�.�.�._ .�.. ._._.._ ......�. , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _._ cc 62 8? LZ 9Z S2 02 EZ _ 22 12 0 Z 61 91 LI 91 S I b 1 E I 31 11 01 6 8 L 9 5 tr E 2 I I MAY ) 1990�►II�II11�1111�1111�1111 rrrrllllr�rlll�111f�Illl�lltl�ltll�llll�llll�l!l1�1t�l�ll�1111�1t1F�llli�l�ll�,l,�l,Ill.ill�llil�l�!.1�1111�I�I.111f11�IUI��11.I�.J11�11,�_11t1i1�1111�1111�{IU�1111�1111!{lll�llllf1111�1.111�1111��j,��111,1� I�Illl�llll� Ij�j�l��llll�llll�l�11U�11ll�lUltWl�l111 y SECTION 01070 DEFINITIONS & ABBREVIATIONS PART 1 . 00 -- GENERAL 1 . 01 DEFINITIONS The following definitions , of terms or words used in this Project Manual , are in addition to those in the General Conditions . A . Product : The term "product" as used in the Project Manual includes materials , systems and equipment provided by the Contract,�Dr for use in the Work . B . Proleect Manual : The term "Project Manual " is the volume which includes the Bidding Requirements , Conditions of the Contract , and the Specifications , Divisions 1 to 16 in 1usive , as applicable , and as listed in the Table of Contents bound therein . C . Architect : The term "Architect " as used herein , shall mean "Smith/Dull Partnership , Architects , 20915 S . W . 105th Avenue , Tualatin , Oregon 97062" . D . Owner or District : The term "Owner" or "District " as used herein , shall mean "School District #23J , Washington and Clackamas Counties , Tigard , Oregon , acting by and through its Board of Directors" . E . General Requirements : The provisions or requirements of Division 1 sections . General Requirements apply to entire work of Contract and , where so indicated , to the other elements of work which ,are included in the Project . F . Directed Requested etc . Where not otherwise explained , terms such as "directed" , "requested" , "authorized" , "selected" , "approved" , "required" , "accepted" , and "permitted" mean "directed by Architect" , "requested by Architect " , etc . However , no such implied meaning will be interpreted to extend Architect ' s responsibility into Contractor ' s area of construction supervision . G . Approved : Where used in conjunction with Architect ' s response to submittals , requests , applications , inquiries , reports , and claims by Contractor , the meaning of the term "approved" will be held to limitations of Architect ' s responsibilities and duties as specified in General and Supplementary Conditions . Where the terms "or approved" or "as approved" or "for approval " are used , the Architect is the sole judge of thy- quality and suitability of the proposed substitutions . In no case w4ll "approval " by Architect be interpreted as a release of Con,�ractor from responsibilities to fulfill requirements of the contract documents . H . Furnish : Except as otherwise defined in greater (Jet.ai1 , the term "furnish" as used herein shall mean supply and deliver to project site, ready for unloading , unpacking , assenE� ly , installation or erection , etc . , as applicable in ead!-w instance. I . Install : Except as otherwise defined in greater detail , the term " install " is used herein to describe operations at project site including un1oading , unpacking , assembly , erection , placing , anchoring , applying , working to dimension , finishing , curing , protecting , cleaning and similar operations , as applicable in each instance . J . Provide : Except as otherwise defined in greater detail , the term "provide" means furnish , coordinate and install , complete and ready for intended use , as applicable in each 'instance . 01070- 1 t111111111111111 ,! { 2 3 12 4 5 6 ? 8 -- 9 I I NOTE : IF THIS MICROFILMED �- - - ICJ► DRAWING IS LESS CLEAR THAN 1 THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL CRAWING. _� -- --- - -- - --- -- --- -- - OE 62 82 L2 92 S2 V2 E2 Zl2 12 07 61 81 L I 91 S I b 1 El 1 11 01 6 9 L 9 S b E Z 1 ��11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIII111�1�111I11�1�1�►II�1�1.��I,ll �l�ll�I1�1;I11�It111,�,1llj��ll�llll.��lt�l�i1�1IJI��II�IIII�,��,��,��,��ItIrIII�riI�111111uIjll�ll�lli�;;��,�� ''--....••''.. ----11!II..--__ . V1U11 JU6UIlI"110..11U1i111 M.A Y 1 ) 1990 . """" 113!'""9,..,�-, ,�a�=• , SECTION 01070 DEFINITIONS & ABBREVIATIONS K . Coordinate : The term "coordinate" means satisfactorily combine the work of all trades for a complete and operating installation . L . Selected : The term "selected means "selected by the Architect and Owner" ; the Architect shall be the sole judge of the acceptability of a product or an installation . M . In The entity (person or firm ) Engaged by the Contractor or its subcontractor of subcontractor for the performance of a particular unit of work at the project site , including installation , erection , application and similar required operations . It is a general regjirement that such er+tities ( Installers ) be expert in operations they are engaged to perform . END OF SECTION 01070-2 ..H t ! II 9 it 1 . � IlolilllIIl /� III � IIIllli � l � llI � III � III � lI1 �1� I � NI1 ( I � t�l � l � l � ll � �l � l � I � tII � I � I � � II � I � � � � I � � I � I� III � I � I � aII � I , I � I� IIII � i � � � 1 � 1 � I � 0 � I � i � I � � � 1 � I � I � h� f1 � � � � ll11111 111111 ► f11111 � ) _ _ _ IL NoMICROFILMEDI 2 ! 3 4 1 f TE . I F THIS :r.� �..�.,�. _ � .—� 6 7 $ � I � I � DRFWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINA1. DRAWING. __` ._._. .._ _ ..__ _�—___r__.— -- — OE 62 82 1.2 9Z SZ bZ Cz ZZ IZ 0z 61 91 11 91 SI bl EI ZI 11 016 -8 1 9 S b E Z I ►II�111111111��111�1��11��1lIIII�IIIIIIIiI�111111111�IINI1111�N111I1l�II!i�lllt�llll�IIII ;ICU 1j11IIIIII11��11�l�tll��1111IlU16JI.�1�1�1ll1d1-Himltitll11 ilnu�11I1�IIIIhiiihl.11�1111W11 I 11 1�1,) 1990 ,lfillIII1111111111 1Wh,I W�j11111�,ILII�IIU�III��ll11 . J •. �:.611111Y ��r. .. nt-a'e11�'�w•.,v�... ,n. ..r..+V......._ ..r .� _, ..yam. -w...... v ..;., t9 SECTION 01300 SUBMITTALS PART 1 . 00 - GENERAL. 1 . 01 DESCRIPTION A. RELATED WORK IN OTHER SECTIONS 1 . For Schedule Graph see Section 01040 . 2 . Final submittals coverer under Section 01700 . B . DESCRIPTi%*31N OF REQUIREMENTS 1 . The types of submittal requirements specified in this Section include product data , fabrication details , samples and miscellaneous work-related submittals . Refer to other contract documents for the requirements of administrative submittals . 2 . Furnish fabrication drawings , schedules , certificates , lists , catalog data , and samples of various materials , equipment , finishes , or other components for approval of the Architect prior to their inclusion in the Work of the Project . �.: . DEFINITIONS Work-related submittals of this Section are categorized for convenience as follows : 1 . Product Data : Product data includes standard printed information on materials , products and systems ; not specially prepared for this project , other than the designation of selections from among available choices printed therein . 2 . Samples : Samples include both fabricated and unfabricated physical examples of materials , products , and units of work ; bcth as complete units and as smaller portions of units of work ; either for limited v ,: sual inspection or ( where indicated ) for more detailed testing and analysis . 3 . Miscellaneous _ submittals : Miscellaneous submittals Related directly to the vdcrk ( non-administrative ) includ_ warranties , guarantees , maintenance agreements , workmenship bonds , physical work records , statements of applicability , quality testing and certifying reports , copies of industry standards , record drawings , operating and maintenance materials , overrun stock , devices and materials applicable to the work and not processed as shop drawings , product data or samples . 1 . 02 GENERAL SUBMITTAL REQUIREMENTS A . IDENTIFICATION OF SUBMITTALS 1 . Identify each submittal with Architect ' s job title and job number ; clearly define location of submittal in the Project and/or its location in the Contract Documents . 01300- 1 y_� y� •.'"t'S0. .A.YY..,.. .w " ! rff" f!F".i S..Y.:.^Yk..w .:Ei:..Wf'9. • -.."ski.--SAM"+T'� '....i w1,,,. _- ,,.-- . ..fir .._. ..... _ ..i .... t u ,...., .i.. .... ,.,. ....... ... ... ...i............... _ _ ♦ I " � y S .,y. � ."�..... ' � t t ail 1 � III tit i ` r � t 1 ! I III ! il III III III I , I 111 III III 1I1 III I �1 tlt 111 III tll III tll IIt I I III I , l III I� I III til III I t Iltltir I � tlt � III tit IIt t t I � tlrlt i ' tll NOTE : IF THIS MICROFILMED r......:.. �. 2 3 - '4 ,5,_,� 6 ? 8 9 10 1 12 DRAWING IS LESS CLtAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - d E 62 82 a 9Z sz bZ CZ ZZ 10 OZ 61 81 LI 91 s I b I CI 21 11 01 6 8 L 9 S b rttillltlttttitttllttttirtttlttttittttltlt�ttlllllltlllllllllllUN NN I�tiil��l11 III IiI; I11LI�. .1. f11�1111�1_L�Itu�1111�11I11III11IlIll t� �11t1}1t�iI1if6111111111111I11IJIII 1I1111111116wWIIiauk 1111I1All"6111011HU11111 MAY 1 � 1990 SECTION 01300 SUBMITTALS 2 . It is the responsibility of the Contractor to coordinate the work of the various trades involved with the work under this Contract ; he shall check all submittals by his subcontractors and mark them with h i s approval prior to submitting to the Architect . B . TIMING OF SUBMITTALS Submit all data and information required to the Architect in ample time for his review and approval ; allow time for possible disapproval and resubmittal . 1 . 03 SUBMITTALS A . GENERAL 1 . The listing of submittals hereinafter is set forth generally as a check list fol the Contractor ' s convenience and is general in nature . 2 . The Architect reserves the right to add to this, list in case of omissions of any submittals specified in other, Sections but not listed hereinafter . B . SUBMITTALS - WITHIN 3 DAYS OF NOTICE OF AWARD CONTRACT 1 . A designation of the Work to be performed by the Contractor by his own forces . 2 . List of Subcontractors and major material suppliers for principal portions of the Work . C . SUBMITTALS , PRIOR TO NOTICE TO PROCEED 1 . Executed Agreement . 2 . Public Works Contractor Wage Certification per Oregon Law ( ORS 279 . 348 - 279 . 363 ) . 3 . Certified copies of Contractor ' s Liability Insurance Policies ( AIA Doc . u705 ) . 4 . Performance , Labor & Materials Bonds per Oregon Law ( ORS 279 . 029 , 279 . 542 and 701 . 430 ) . 5 . Work Schedule . 0 . SUBMITTALS, TO PRECEDE OR ACCOMPANY THE FIRST MONTH ' S APPLICATION FOR PAYMENT 1 . Schedule of Values 2 . Wage Certification E . SUBMITTALS, PRIOR TO EACH MONTH ' S PAYMENT 1 . Application and Certificate for Payment ( AIA Document G702 and G703 ) . 2 . Updated construction schedule . F . SUBMITTALS , GENERAL - DURING THE WORK All color/or finish samples required for the entire project for all materials and products requiring color , finish and/or pattern selection . 01300-2 111100 '� '... t1f..,;. MM .�: �"• ..'rya-.ty' '+w+. _.-.. ..,.. ` .. .. .r,. ` 1Il � l lI Rill I1I 11 � i I I j I I11i III ( IIi tiIIIIIIIIII Jill I 1�1 ' I 1 I `1 I i I I I I I I 1 I 1 I 1 el I I I I I I I I I I II Ill � llllill � lll �Ic � lll � � ; l � ll � i11 � � Ir , i1 � � Ill _ -^ _, ' ! I a I I I i1 2 3 4 5 6 7 8 9 Ito I I 12 NOTE : I F 'THIS MICROFILMED ► �.... DRAWJ�k4 IS LESS CLEAR THAW THIS NOTICE , IT IS DUE TO ` THE QUALITY OF THE ORIGINAL DRAW IW;. --- OE 62 82 1.2 92 G2 bZ C2 2Z 12 02 61 91 L I 91 GI b I El 21 11 01 6 9 L 9 S b ►IIIIIII�IIII�IIIIIIIII��II�II��IIIiIII�IIII�111111tIt�I111�IN�I1N ll1�Il 1�lII�tIIIIl1111111I��,�,u,1,u11.1111111.1.11111111I.l 11111tI110 4.111d 111IIIlit"lIIIIIII111III1'IIII11111111111H]WIA Ylllll�ll Illl�lll t�ll��l it III ll�1111�11(�1Jll�ll�lllll�1B1�1L1.1�1111 i990 L..r..n+w+_�.__. _.^.ir.ua,-rr....`...__._ .. ...,.. .. .. .._.... ., ... . ter....._ - _.... . . ....,r.r .. ._,.._.n _ .. . -�....__._..._�„ -....,.,.r...,..,,,,,r�'�""'� T +. ...-. -.....—..�....�.,,.,ww.w, .! ,.,,, .,.. : .un.•. wn..,e..: y.➢+.w _�waawc- � •.r-s•. . . +w -•�.u.K,�.F"'.n. 7M: ..,. _....,y6.,a�.v.�s'a'.Tw��e•.ye.µ.. 4s i ._ ,w,......� - -. l a SECTION 01300 SUBMITTALS G . SUBMITTALS, PRIOR TO SUBSTANTIAL. COMPLETION Notification to Architect that work of the Project is substantially complete , including a listing of items of work to be co,.npleted or corrected , together with a certificate of occupancy or occupancy 1 permit issued by the Local Building Department for the entire Project . 1 . 04 SUBMITTAL OF SHOP DRAWINGS & SAMPLES, GENERAL A . GENERAL 1 . Before submittal of shop drawings , brochures , and lists , Contractor shall review same for correctness , dimensions , and technical applicability to the project Contract Document requirements . Contractor is to note his approval together with any notes or amendments thereto for compliance with the Contract Documents by suitable stamp , date and the signature of the Contractor or his representative authorized to so sign . 2 . Submission of shop drawings and samples shall be accompanied by a transmittal letter containing Project came , Contractor ' s name, number of drawings and samples , titles and other pertinent data . B . SHOP DRAWINGS 40 1 . General : a . Shop drawings shall be the same size as the Contract Drawings . Two 5 x 5 spaces shall be provided in the lower right-hand corner of the shop drawings for the Contractor ' s and Architect ' s approval stamps . b . They shall clearly indicate the correct configurations and relative sizes , materials , metal gauges , etc . of the various components and the proposed methods of fabrication , required clearances , supports and any other pertinent data . c . All items shown on shop drawings that do not conform to plans and specifications shall be specifically noted as such ( flagged ) and brought to the Architect ' s attention . If this is not done , the Aro itect ' s approval shall not include this unauthorized change in the Contract Documents . 2 . Submittals : a . Submit one reproducible transparency and four prints of each shop drawing for General , Mechanical and Electrical work , including fabrication , erection , layout and setting drawings and such other drawings as required unde.- various sections of the Project Manual , until fin: l review is obtained . b . Architect will review for conformance to design . c . Contractor is responsible for obtaining and distributing required prints of shop drawings to his subcontractors and material suppliers after as well as before final review by the Architect . Prints of reviewed shop drawings shall be made from transparencies which carry the Architect ' s � appropriate stamp . 01300-3 a Ir � � � bI + 11 �I + Illl � rlrl � + � + I + � � � + I + I + l + l + I + I111lillll �lll� 1 1�(III�t� I + llllll ltllllll + t � lll + + I ► lull + Il � I) I Itllltl Itilltl Itlll � i Ili ill ill Ali rls i � r �� Ili Ill ill 11i rlr ilr ill - _.__ - 1 � i I ! a Iililiiil � i � li NOTE : IF THIS MICROFILMED 1?d l l 12 DRAWING IS LESS CLEAR THAN - 1 THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 62 I.Z 9Z SZ bZ EZ ZZ i? 13 61 BI LI 91 SI bl EI ZI 11 01 6 8 1 9 S �►II lllltllll IIII�IIII Illltllll Illl�llll�llll�Il11I1111�IIIIGl1��IIN�II:1lll,ll�lI11�111iil11111111I�,�.1Jt11111��1��1��1�1��11��II;_!II u111.��f�'�1ll�.�I iIIIIIttIIIIIIIIIU�IIIL�IlilI1111�tU1�11,L111I1�L1� lit,111111�1111J1i11J1�.��.1lUI lull I Itl► - MAY ) 1990 a• SECTION 01300 SUBMITTALS C . SAMPLES 1 . Form of Submittal : a . Furnish two samples , except as noted hereinafter , of sufficient size to indicate general visual effect in as nearly the form in which the material will appear on the project as practicable; i . e . , submit paint on samples of actual material for which they are specified as a finish : one set of reviewed and selected samples will be retained at the Architect ' s office . b . When samples must show a range of color , texture, finish , graining, or other similar property, submit four sets illustrating the full scope of this range; two sets of reviewed and selected samples will be retained at the Archi - tect ' s office . 2 . ApRrova 1 : The Architect will make final se1ection of colors and finishes from samples , and will approve sample for application on the project in conformance with the specifications . v . CATALOG CUTS, DATA & BROCHURES 1 . Where required to supplement the design-build technical specifications , submit catalog cuts and similar data providing manufacturer ' s descriptive data including catalog shet:ts for materials , equipment and fixtures , showing dimensions , performance characteristics and capacities , wiring diagrams and controls , schedules , and other pertinent information as required . 2 . Where printed materials describe more than one product or model , c 1 early identify which is to be furnished , 3 . Where catalog cuts are allowed , submit copies and obtain approval . Installer ' s Copy : Do not proceed with the installation of materials , products or systems until approved copy of the applicable product data is in the possession of the Installer . E . LAYOUT DATA Furnish supplementary drawings and data showing proposed layouts of systems and materials for various components cf the project as noted in the technical specifications . F . WARRANTIES Furnish 3 copies of sample warranties , guarantees and product/workmanship bonds , which are uniquely prepared and executed for the project on materials and equipment installed in the work in accordance with requirements of Sections 01600 and 01700 and the technical provisions of the specifications . 01300-4 �- I I � I I I ' e I � I I I I I I I I 1 I I I � ( � l � � ` II � I � � � 111 ( LIIC' llll � lllllilll � l + IIIIIIIII � I � IIIIII111 , ! IIIIII� IIIIIIIIIIIIIIIIrlII111 � 111IIIII�IIIIII � IIII111 IlII111 ' 111111 ) 2 3 4 5 I NOTE : IF THIS MICROFILMED � - � __ .,�....,.,,_,�._.,._., G 7 � 9 I � I I I DRAWING IS LESS CLEAR THAN — -- - -THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. BZ LZ 9Z SZ bZ EZ Zz 12 0? 61 91 LI 91 G I b l c l z l 11 01 6 9 L 9 S b E Zi ! II I II .•..II ----`` � , ��IIIIIIIIIII�IIII�111111111�1111�11111111NII1111IIIIIiIIIIIILIIIII�NN�1111�IIJJI1111111@Ii!IIIIIIIIU.�1�.1.l1111111,11_+lI101,1111AItl1111111.111�1�1�ll1��1111�Itt1I1IIIJIIIJIIIJIIIIII11111 to Ild WJ11111111MAY 1 9 9 0 111l1111lIILlLl�llll SECTION 01300 SUBMITTALS G . OPERATION & MAINTENANCE DATA Furnish instructions and data on materials and equjpment installed in the work in accordance with requirements of the technical provisions of the specifications and assemble as specified in Section 01700 . END OF SECTION 01300-5 . w1W _ i �, � ili i { i � � � � r1i eke ire eke els Ilt Ilt 1Di III Ift � ' I ► (I I �I I� 1 IIe 1 � 1 il � � � i i � i illi i � �,.r , 1 { 1 1 1 1 1 I I I I 1 1 X 1 1 ( I I I ( 1 1 1 1 1 1 1 1 1 ISIIIIkeIISII111i111 111111 IJill ifilIi { iti � liiiI111I111Ii IiI1111111 ! ' lilt NOTE : I F THIS MICROFILMED ��."� { .A..1�.�1�Y.�.�2....,� 3 4 5 6 7 8 9 1�0 I I 12 DRAWING IS LESS CLEAR THAN ----�` i THIS NOTICE , IT IS DUE TC THE QUALITY OF THE ORIGINAL DRAWING. - _ 7._ _ - 0£ 6Z BZ LZ 92 SZ bZ £Z ZZ 12 07, 6e el LI 91 SI bl EI ZI 11 01 6 9 L 9 S b £ Z IIIIll Ill loll Ill IIIIll 1111111111d�� I 14j#161"JI-111 III Ill 11uh I Ij I)I jawalijud 6JUI Ifillul lilt. 11IIIIll11uhIIj11IIIlU1�Iti1�1111.�1111�1111ljilll�llljlll111llllwalijud6IllIlulluUl1111 1990 -11111M 11M _.,,•.,,,,�,J......__.,,, :,..u+�..•..�r�...�-- .. - -----r. ....,.,r.�..., - ....y. +"= _._:..»+. ..wer. ".yyne.+�.w�AA .--... .+s. .. .. .,,a �.ar.�-��..,�r�, ...,r,�s _..... J .... _. ... _ _ -_ _ �..---�• _.._�,.. mar, ... .«... ..., .... ��.si- � -�'"� -+'r-�. ..r. _a1.wYb�nw".,.-.. li3k�- ..S131,:aw•...:-,� ..._- -:�.. SECTION 01500 TEMPORARY FACILITIES PART 1 . 00 - GENERAL 1 . 01 DESCRIPTION A . DESCRIPTION, GENERAL 1 . Unless otherwise noted , the temporary facilities described herein shall be provided by the Contractor . 2 . Provide Temporary construction , devices , equipment , power and convenience utilities for use, convenience and safety of personnel engaged in the work of the contract . B . INSTALLATION OF TEMPORARY FACILITIES 1 . Locate temporary facilities where required or as directed or approved by Owner and Architect ; move to other locations on site should other circumstances develop during construction requiring such action . 2 . Make all service connections in approved manner , and in accordance with code requirements . 3 , Remove from site upon completion of the Project or when directed . C . MAINTAINING EXISTING SERVICES 1 . Existing systems and service shall be maintained in working operation during all normal school operating hours in those portions of the schooll facilities being c,ccupied and/or used by the school district personnel and students , unless otherwise approved in writing by ('owner and Architect : 2 . Oisruption of any of these services or systems in the existing school facility shall be coordinated with the Owner and performed only upon specific approval of the Owner for designated periods of disruption which may be required for the work of this Contract . 1 . 02 TEMPORARY FACILITIES A . FIELD OFFICE Provide at Contractor ' s option . B . TELEPHONE Provide at Contractor ' s option . C . TEMPORARY ELECTRICAL LIGHT & POWER 1 . Owner will allow Contractor to use the facility ' s existing electric power service within capability of existing service for work required within Contractor ' s work area as required for light , power and heat . Contractor shall furnish any additional electrical power required for the Project over and above existing service capability . 2 . Provide temporary connections ti closest utility source . 01500- 1 .,� , 1 1 1 �I I i I I � I � � � ( ' � ( iI � � � I { lill �I � il� jlllll ( 1 � � l � Iii1 � 1II �111 � 1 ( 1I11 � 111 { I1111111 � { 11111 � I � IIIIISI ( isl ( i (� IIII11 { � { IIIIIII { I { I { 1 { i { 1 { � { t ( INl ( I ( t { � { III { � { III { I ► I { � {11I { � � NOTE : IF THIS M IGROF I LMED 3 4 5 6 7 8 9 t?Q t t 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THI ORIGINAL w DRAWING. OE 6Z 8Z LZ 9Z SZ bZ EZ Z2 12 02 61 81 Li 91 S1 b I El 21 11 01 6 9 L 9 S b E Z I ""a'" t. III IIII III Ililt IIIIII{l{{I{ {{{{IIIII {IIIIHIII11111N111i��IN��1�1111tI1llltll,�icilllttlllU�111111111�h11I1�It1i11�1)ItJ.IIUt�U11�tf# 1lii�, llttltttlllil1111t1I1111�11IIIItlillt.tl�Ill�l�llh ll4,11111I1ll1lUiWlljlll�llUIl111�IUtIl1t1I111� 1990 1I' w SFCTION 01500 TEMPORARY FACILITIES 3 . Provide all required extension cords , lighting outlets and power outlets ( grounding type ) , lamps , and other required equipment and accessories necessary only for adequate temporary lighting and power for construction purposes . 4 . Disruption of electrical services in the existing building shall be coordinated with and approved by Owner as stipulated above in Par . 1 . 01C . 5 . Remove temporary lighting and power equipment and accessories and their connections at completion of the work or sooner if approves: or directed . D . WATER FOR CONSTRUCTION PURPOSES 1 . The Owner will allow access to Owner ' s water supply for water as required for the wore., except as may be limited by servicing utility ; take care not: to waste water furnished by Owner . 2 . Make temporary connections as required for the work ; provide piping , hoses , nozzles and other accessories required ; provide hose bibs 2nd locate as required for the building work . 3 . At completion , or before if directed , disconnE•ct temporary connections and piping and remove from site . 4 . Disruption of water supply services in those portions of the existing facilities shall be coordinated with and approved by the Owner as stipulated above , Par . 1 . 01C . E . SANITARY FACILITIES Provide temporary sanitary facilities for personnel employed on the project . 1 . Toilets : Provide chemical type toilets for the use of all those connected with the work ; install when work is commenced ; locate where directed by Owner ; pump out , clean and disinfect , and install fresh chemical when needed . 2 . Drinking !� ater a . Provide from connections made to existing building , for all those connected with the work in accordance with Local and County Health Department requirements . b . Pipe and transport in such manner as to keep it clean and fresh ; serve in single containers or provide sanitary drinking fountains . 1 . 03 MISCELLANEOUS PROVISIONS A . OWNER ACCESS & USE OF EXISTING FACILITIES Contractor shall not impair Owner ' s access to existing school facilities occupied by the Owner , except as other�-Jse approved in area designated for Contractor ' s use for storage and set-up area ; -c ;ntain Owner ' s access in full operational use, for the Owner to carry on regular school operations . 01500-2 04010101 11110 011 i! I pq .s �-� ,. _.yr........,, ... �,::y;�(allll�5�� —.. •..,r... "yVa ��fY 7 til,,: „i"�».'., � � � � r � r i i r � i I r r I I r I r I I I i I I I I 1 I I I I l 11 I I I 1 I I I I ! i 1 I 1 I I I f I � � � I I I I I I I I I r i i i I i i i i � i r r N l i i i I i i i i � r ,, r , I i . ."•'�--"�"'�'�"'"""`...-_ ____.,,�,...�.� _�._...�: { `- ! Ilr � l �l � fll � f � l � � I � lil � lll � l � f � 111 . i III ` � � I � � � I � 1 i , l ISI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE : IF THIS MICROFILMED --�- Z 3 S F) 7 S hO 12 DRAWING IS LESS CLEAR THAN ' i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. AE 6Z BZ lZ 9Z S7. bZ CZ ZZ IZ OZ 61 01 LI 91 SI bl EI ? " I 1 01 6 9 L 9 S b �rll IIIIIrIII�iriilriii�i�iiliiri�iiii�rill�rlll�IIII�I111�111U1111�11N�I�I�11,111►Ili�llllIlli! lIILl lf�lflflllll�IJ!l�ll�l�1�1��11I1�IU1�1.1" U1 1i _ 1�1.!!I 11111!lllllllWl�flu�l�.11UlllllllUl�ll.l1�111� MAY 19 9 0 F/ 1 SECTION 01500 TEMPORARY FACILITIES B . DUST CONTROL During the period of construction , provide appnroved means of controlling dust and dirt caused by new construction and/or demolition work , as required to protect persons , facilities and/or equipment in adjacent Owner occupied areas neighboring property, school , personnel , students , passersby and visitors from injury. damage or discomfort due -o dust . C . CLEANING UP 1 . During the work : a . General : The Contractor and each subcontractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by his operations . Clean up work area at completion of each week ' s work ; no rubbi3h or waste material shall be left on job site over the weekend . b . Trash removal : Remove all trash and debris from site and dispose of at Contractor ' s expense . Allow no debris , broken or open cartons , or other refuse to collect in the project or around it ; allow no inflammable or hazardous materials to be stored on the site without approved fire protection precautions and procedures . c . Street and parking area cleaning : Immediately clean all spilled material which results from the work of this contract and waste hauling operations ; use motorized equipment and hand labor as required . Remove from streets , driveways or parking areas in time to prevent such materials from affecting traffic or clogging street drainage system ; clean any drains thusly contaminated . d . Non-compliance : if the contractor fails to enforce clean-up procedures , the Owner may do the cleanup and the cost thereof shall be charged to the Contractor and/or subcontractors , as applicable , as provided in Paragraph 3 . 4 of the General Conditions , at a charge of Owner ' s cost plus 10% . 2 . Before Final Completion : Covered under Section 01700 . D . PROTECTION OF EXISTING BUILDINGS 1 . Contractor shall provide total protection for all e:e i st i ng building facilities and appurtenances against damage caused by construction means and any or all weather elements including water leakage caused by the construction means ; this also includes all building facilities being occupied by the Owner . 2 . Any damage occurred shall be immediately corrected by the Contractor as directed by the Architect at Contractor ' s expense . 3 . Remove temporary protection and cover when no longer needed . 01500-3 � � I III 0 � � I ( � � � � � � � � � � � � ! � � � � I i I I t i I � I I 1 1 � -,.� ......_____ --_•_ .� _�,� __� 11 1 1 1 1 1 ! 1 1 1 1 1 i l l I I l l l l l l l l l l l I I I I I I I f I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I I I I I I N I I 1 1 1 1 l 1 1 1 1 1 1 III - NOTE : IF THIS MICROFILMED ►. I- Z �J 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NO-TICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - 0C 62 BZ LZ 9Z SZ bZ EZ ZZ IZ OZ 61 61 LI 91 SI bl EI ZI II 01 6 8 L 9 S bMAY �+II�IIIIIIIiI�IIII�IIII�I111�1111�I1111111�I11111111I111111111�11N�11N�1111111�111p�111l�1111�1111�J,��;;ll�ll��!1��1�111I�.l.IIU�IIII�Ull )llllU1!�tllilttll�IIII�IIU�llll�llll�tll!�l ..II..--__--''______..''--''••..tt'' "'I'"'''- { 1 • 1990 -. • �u1�l�u� 1�1�11�U111i�111�L�111�I1U..11.l1.�1lU�l,!!�IlII�II.W�1111 ; 1 ..;.Ywli.'NMYII.Mh...,..wM�.�. .,.�___._..__-_._ -...-- _... u.•wrm..,r �..^ +.S • _ .+:..��'..... ..• «..rn.....rr.. ....fir c•�M�i1.r....—�rr...�_.�... . .•,y.; _g..��g;., . ....+- _ .wr... .,4�,awa.. 4 .. _ . SECTION 01500 TEMPORARY FACILITIES E . FENCES & BARRICADES 1 . Provide temporary fences and/or barricades at the site during the course of the work in accordance with the requirements of the General Conditions and State and Owner ( safety) Requirements to guard against injury and damage to workmen , third persons , and property of others due to work for this project. ; remove temporary fences and/or barricades on completion of the work and haul away from the Site. 2 . Remove temporary fences and/or barricades , on completion of the work or as otherwise required for interfacing new addition with existing facilities . F . VEGETATION DAMAGE CONTROL 1 . Protect all existing trees to remain on site from foliage, trunk , and root damage . 2 . Provide barricades and maintain same around all trees , shrubs or other landscaped ,areas adjacent to work of this Contract to protect such areas from damage of any nature caused by construction operations . 3 . Replace any plantings damaged or destroyed with plants of equivalent size , type and nature as approved by Architect . END OF SECTION 01500-4 .�. , Dili � I � i11 � � � � � I � � � I � IiI � Ii � � lii � , � � � I � � � I � � I � I � � � I � I � I � � . I � � � I � Ii � 1 1 � 1 � 1 � 1 '� ► � � ill 1 � 1 � � . NOTE : IF THIS MICROFILMED z 3 4 5 6 7 8 9 e 12p DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _-- E 62 92 LZ 92 SZ bZ EZ ZZ 12 OZ 61 81 LI 91 S I b I - Cl -ZJ I 01 6 8 l 9 S b E z I I I if1111111111111111111111III IIII loll 111111111�111IIIIIIIIIIIIIIIlIll�llllll�I�II��I��lll11.11;11111►��11111111111��!111II�L�IJItil1u11p�l.t�l�tt!)llL�11Li1111�Ir11111111�1u1111,�I11111 11»uliwlouJiJflWW6.0111011011t wllilt MAY ) 1990 � . _ ..... aim SECTION 01600 PRODUCTS , MATERIALS & EQUIPMENT PART 1 . 00 - GENERAL 1 . 01 DESCRIPTION A . DEFINITIONS 1 . "Products" is defined to include purchased items for incorporation into the work , regardless of whether specifically purchased for project or taken from Contractor ' s stock of previously purchased products . 2 . "Materials" is defined as products which must be substantially cut , shaped , worked , mixed , finished , refined or otherwise fabricated , processed , installed or applied to form units of the work . 3 . "Equipment" is defined as products with operational parts , regardless of whether motorized or manually operated , and particularly including products with service connections ( wiring , piping , etc . ) . B . RELATED WORK SPECIFIED ELSEWHERE 1 . For requirements peculiar to a given product , material , or piece of equipment , see appropriate technical specification section . 2 . Additional mechanical and electrical work product and substitution requirements are specified in Divisions 15 and 16 . 1 . 02 QUALITY ASSURANCE A . SOURCE LIMITATIONS To the greatest extent possible , provide products , materials , and equipment of a singular generic kind and from a i ng l e source . B . COMPATIBILITY OF OPTIONS 1 . Where more than one choice is available as options for Contractor ' s selection of a product or material , select an option which is compatible with other products and materials already selected . 2 . Total compatibility among options must be provided by Contractor and is a basic general requirement of product/material selections . 1 . 03 GENERAL PRODUCT REQUIREMENTS A. GENERAL Provide products which comply with requirements , and which are undamaged and unused at time of installation , and which are complete with accessories , trim, finish , safety guards and other devices and details needed for a complete installation and for intended use and effect . 01600- 1 •_.. .. t1M , -L, "y�l. �1".' - ---t.,::.: ---- ,,,,.,, , n..r.... ..._ -- •-.w.w,.X.w.:w..w,�Mrr _ -�--.- - �@_e... 7, 1, ,,,..,,,,,,...w..:.�»-^ ;,, . ;, -� �:;:..�:. .�Ip► ,�,.� . . _ _ , � 11I11F1III Rill 111 � III � I 111 I � I � r ` tll � r � I � r I � I � 11I , r�1�1�1 1-pJillII � IiI � I III � I � III � IIII I � I � I � I I � I � I-� I I � III � III � I II I � I � II IIIIIII IIIIIIIIIIIIIII� a III I NOTE : IF THIS MICROFILMED .�. '2 4 5 s 7 g SIO 11 12 I DRAWING IS LESS CLEAR THAN r� i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINA1. DRAWING. • - _ _---- -- -------- - - ____.�---------- -------- _--- - - _ ----- ---- -----__-- -._._`_- 0£ 6Z 82 LZ 9Z SZ bZ £Z ZZ 17 02 61 91 Li 1 91 S I bI I E I Z I 11 01 6 9 L 9 S b E ZMAY 990 �►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIrIrII111111111�rrN�INIIIIID,II_I�.X11►I1111�11r1��1111111I1al.I�IU�IIII�-Ili�l�Ilill�all� jj�Iflli`Ittl�llil`IIII�III1�1111I111.1�1111111.11�111�I�!.�lllril► �rlrur��r�lrri IIr�Ifll�.�tul�ul•{uliL�u.��u��lullul�uu11111 . . ..� .ypit�... p, .n .... ....� j�...-�...,.,�R„y ..,,..,+'_...2rYy .�.... .... .. � , .. _ .. . .. �� ---•�.�Ylim.� _ .... ..-�.• - - - n SECTION 01600 PRODUCTS , MATERIALS & EQUIPMENT 1 . 04 PRODUCT DELIVERY-STORAGE HANDLING A . ORDERING Order in appropriate sequence and as required to meet approved schedule . B . SHIPPING 1 . Damage from movement : Pack and brace all items to pre%,,-nt deformation or damage during shipping such as scratches , bei,ac , dents , chips , mars , defacement or discoloration . 2 . Da_ mage from environment : Protect all products from adverse environmental conditions which may detrimentally affect them ; comply with special protection requirements as specified in appropriate technical section . C . DELIVERY 1 . Deliver proprietary materials in original container's or packages with manufacturer ' s or supplier ' s labels and identifying quality marks thereon . 2 . Deliver products by methods and means which will prevent damage , deterioration , and loss , ncluding theft . 3 . Control delivery schedules to minimize long-term storage or products at site and overcrowding of construction spaces . 4 . In particular , provide delivery/ installation coordination to ensure minimum holding or storage times for products recognized to be flammable , hazardous , easily damaged , or sensitive to deterioration , theft and other sources of loss . D . STORAGE 1 . General : a . Contractor shall provide adequate storage facilities for the work , located on site as approved . b . Do not make delivery for storage until adequate facilities are available in dry and clean locations . c . Handle and store products in accordance with manufacturer ' s recommendations and by methods and means which will prevent damage, deterioration , and loss including theft . d . Take extraordinary care to prevent fire where combustible products are s-�ored . Open containers only as necessary . e . Keep storage area free of debris ; remove empty containers and wrapping material daily . 2 . Identification : Before storing , identify product for proper location and installation in the Work . Do not mark in manner which will remain visible after finished installation . 3 . Accessibility : Organize and arrange storage of produc `s so as to furnish accessibility for inspection . 4 . Protection : a . Provide unblemished products for installation in the Project ; protect against any damage until acceptance . b . Protection requirements specified herein set standards for the entire Project and are to be applied to specific products , materials and equipment as appropriate . 01600-2 �.: .. .f,.. `.Jr- ..... '-. . •...:r .. ,`:_. .. ,. .,. .-. _... ,...:,'ix! ". .,*iRnMr !119c. '^Ys . ?�T.r�TMs-sarse:rr.:^:�rmon:.uaamr -... -. NNWNei - ... ,'111I111II � I �IIIIII � IIII11111111 ' illlllllllllllllliill �lll � l Illll �� lli � � i � irlllllllllllllll IIII111 Illilll IIIIIII lll � I � 1 lil lil 111 111 111 111 II11111 �11 1 � 1 1 � 1 1 ! I III rlr 111 III S �., 2 3 4 5 6 7 8 9 i}0 I i 12 NOTE : I F TNI,, MICROFILMED DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL y DRAWING. - E 62 92 LZ 92 SZ tvZ EZ ZZ 12 02 61 91 LI 91 91 b l CI 21 11 01 6 8 L 9 S b E Z 1 ��1� • ' I li�I �11111111�IIIIIIIII�IIIIIIIII�IIIIIIill�lll�li11�111111111�11►,IIIIN�,}11�,NI�IIII�IIII�LIf1�1111�i1i!IU�1�1.1111111I1ll�lll�! Ili!lL �lllll � � LI111 ,HdiuJil1111fil11111111[1l11IdIIIIIIIIIIIII1.1111d11i11Uhl lIuilll.Ullilt MAY - - �, 1990 i` . .,_ .., ._ ..- ypa.•a.+rrm�;„�xli m`iCl�'�My,••.. ,. ��......,..... _ ..._. .. SECTION 01600 PRODUCTS , MATERIALS & EQUIPMENT C . Store, support , stack , separa ;e, cushion , cover , keep dry and warm , ventilate and protect products so as to prevent contamination , intrusion of foreign matter , deterioration , deformation , defacement , discoloration , or damage of any kind such as rust , corrosion , scratches , bends , dents , chips or mars . d . Assure adequate protection against moisture of any kind . 1 . 05 GENERAL INSTALLATION PROVISIONS A . PRE-INSTALLATION CONFERENCES 1 . Well in advance of installation of every major unit of work which requires coordination and interfacing 1-04ith other work , meet at projE,-ct site with installers and representatives of manufacturers and fabricators rrho are involved in or affected by unit of work , and in its coordination or integration with other work which has preceded or will follow . 2 . Advise Architect of scheduled meeting dates . 3 . At each meeting review progress of other work and preparations for particular work under consideration , including requirements of contract document , options , related change orders , purchases , deliveries , shop drawings , product data , quality control samples , possible conflicts , compatibility problems , time schedules , weather limitations , temporary facilities , space and access limitations , structural limitations , governing regulations , safety , inspection and testing requirements , required performance results , recording requirements , and protections . 4 . Record significant discussions of each conference , and agreements and disagreements , along with final plan of action ; distribute record of meeting promptly to everyone concerned , including Architect and Owner , a . Do not proceed with the work if associated pre- installation conference cannot be concluded successfully . b . Instigate actions to resolve impediments to performance of the work , and reconvene conference at earliest date feasible. B . INSTALLER ' S INSPECTION OF CONDITIONS 1 . Require Installer of etch major unit of work to inspect substrate to receive the werk , and conditions under which the work will be ;performed , and to report ( in writing to Contractor ) unsatisfactory conditions . 2 . Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to Installer . C . CONTRACTOR ' S INSPECTION Inspect each item of materials or equipment immediately prior to instal ' ation , and reject damaged and defective items . 01600-3 .. ,'1111 � � 1 Ill `,�►I ! Ill ' Ill I Ill III III III II ! III 1 � 1 + 111 i) I ISI Iii III ! II Ill 1 � 1 III ill III III III ISI II1 III III ISI Illllll Ili Ill ill 111 Ill 111 ill Ill Illlll Ilt Ilr IJI I ! I . I � i � � � I � IIl � l � ! _ � I � IIIIiIIII � IItIIIIIII I ! I 2 3 4 i NOTE : I F THIS MICROFILMED :.....�.. ,.._..,._ _ s 7 g 9 10 I I I [,,AWING IS LESS CLEAR THAN - -THIS NOTICE , IT IS DUE TO THE (UALITY OF THE ORIGINAL D RAW I NG. OE 6Z 82 1Z 92 SZ bZ EZ - _.ZZ 12 OZ 61 91 LI 91 91 VI c l 21 11 01 6 9 1 9 G b E ��II 1l111111lIIIIIIIIIIIIIIIIIIIIIIIIIII11NllllllilllllllllllllNhIII11 1�1�11,IIJ1III,�l11►�IIIIII � IW! 1111111111uII11! 1111III � ,1111111IIIIA1111II�1JIuhIIIItIllb►ttlia w-1111 ' .'_ ._, .....al.ui'.Iy".. — _._ _+r�+...........x-w.'r'_.Mh'vsi�ir^�.r.W�... ;.M'u.. .......".�I11�. ..u.��'. '-..._n h.54. ... .. -.. ,.. ... .. �. .a .• s "'.` M SECTION 01600 PRODUCTS , MATERIALS & EQUIPMENT D . MANUFACTURER ' S INSTRUCTIONS Where installations include manufactured products , comply with manufacturer ' s applicable instructions and recomme:n& cions for installation , to whatever extent these are more e.(p l i c t- or more stringent than applicable requirements indicate.,. iv contract documents . E . ATTACHMENT & CONNECTION DEVICES & METHODS 1 . Provide attachment and connection devices and methods for securing work properly as it is installed ; t rue to line and level , and within recognized industry to 1 erunce:, if not otherwise indicated . 2 . Allow for expansions and building movements . 3 . Provide uniform joint widths in exposed work , organized for best possible visual effect . Refer questionable visual -effect choices to Architect for final decision . F . PRECAUTIONS 1 . Acclimate product to room conditions as required by standard specifications and/or as recommended by manufacturer . 2 . Tnstall work during conditions of temperature , humidity , exposure , forecasted weather , and status of project completion which will ensure best possible results for each unit of work , in coordination with entire work . 3 . Isolate each unit of v,ork from non-compatible work , as required to prevent deteriorat -ion . 4 . Re-check measurements and dimensions of the work , as an integral step of starting each installation . 5 . Coordinate enclosure ( closing- in ) of work with required inspections and tests , so as to avoid necessity of uncovering work for that purpose . G . IN-PLACE PROTECTION 1 . During handlirj and installation of work at project site , clean and protect work in progress and adjoining work on a basis of perpetual maintenance . 2 . Apply suitable protective covering on newly installed work where reasonably required to ensure freedom from damage or deterioration at time of substantial completion ; otherwise , clean and perform maintenance on newly installed work as fre- quently as necessary through remainder of construction period . 3 . Adjust and lubricate operable components to ensure operability without damaging effects . Contractor is responsible for function , condition and unblemished appearance of all work on Project , and any item or work judged defective by Architect shall be subject to replacement at no additional cost to Owner . 01600-4 . ' •_. _.._. ;:..-_ p�..x.„wwe ' c.i�a�3�,ras�,w7tiau.e... , ,._�.r;:�.ssre:,srs::a:r+tavasa� ... w� ac�e:�ex:uummasawr �.2 ,,a11�!cas��r�.,nawaa+a..ro.,,.>..,,:,w»:n�...wiwwb, `igzi ,a>.w�rYs;.a, s:s�.:riaarroswe +sr�as�l +�ew^.,. .. - .,.,.. .mow• .. .. - --raft. .w rIFI11l11 � I � II � l11lIII � IIIIIII � I { 11111�111 � 1r11ill III IIIt1 { j11-1IlIII III II I III II 1 l111 111 � 11111111111) 111 11 ? 11II � IIII111 � 111 111 1 11IllI � IIII II II IlIIIII 1i I III NOTE. . IF THIS MICROFILMED 6 .. ---. , 2 3 4 5 6 ? 8 9 I}0 i t 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO I, THE QUALITY OF THE ORIGINAL DRAWING. 0C 6Z 82 LZ 9Z SZ V EZ � ~ZZ IZ OZ 61 81 i I 91 SI b I CI 21 if 01 6 8 l 9 S b E Z 69111 I1UI1111411111111{1111ludul III I I I ItuJI1111I IJIJI all I I,j III 11111 till I IiJ III I I 111111 11111nd W1 6101 10.1111HIIIII1I.111d1.1lI610110.1Il1UI1II1 MAY ) 1990 '.... '� '- asrrrn...u•+r •..,.-.u.-.........w.__. _ .._,. i — _...-._ _ .,..,Mw.••-.`_.. - . _ _ .. _ _ _ .. . :...' ♦ -__ ....... _yy,,,,�y. pr,...w.......,.._. »..»...,eu. .. �,,,, q,. .. ..nl,., .,yn.NMM'f',►r , y"�R '+.ur+ r^--�"--�- 'mnrr r.. ,«......+ .. ' �r., ,_+�r•�i .a..r SECTION 01600 PRODUCTS , MATERIALS & EQUIPMENT H . REPLACEMENT Components with damage affecting appearance, function or structural characteristics will not be accepted ; repair and/or replace all such items on the Project as directed at no additional expense to Owner . END OF SECTION 01600-5 y .. ......x. ;, loll �r1 � 1ll1 �{ 1l1lIIIl1 � ll � I � � � � IlI � 1 � I � 1 � tllll Iilll � l { I �1 � l � I i � Ilf �lll � lll � l I � i � l � lll � l � l � 1 IlII1lIIl � f� f� l � I I ! I I � I � I � III � i � l � l1l � l � llt { � � � � � � ! ' II { � � � � � � � �lIIIlI { IlII111 ! lIIIl � ' 111III1 I I NOTE : IF THIS MICROFILMED ►.,.�...�.,�.. -�- 3 4 5 6 7 8 9 h0 l l I G-, DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 82 12 9Z SZ bZ EZ _ �ZZ 12 02 61 81 LI 91 GI tb I EI Z I 11 01 6 8 1 9 S b E ZMAY 1990 ►11{1111��111{I�lI��t{��I��{�111�1111�1111�11111111I�IIIIIIIII�IIII�II�I�IIlJ�1111�1II;I111111t11I�,�.I�.I.f1lIIIIIII.I!lIIII��IIIJIl11111tIII1.111�11t��.IllI�ULi►11IIIrltllllllliu�l191�I11I�IIll�ll.ll�.u�ll111ll�Il�ul�u�Itlt�lil�!;I!�iiil�j�llWllll�ll�l.�111J111�1�1UIIu.UIIIII . .. .,....w.:. ...�yiRi•_ .'w.,w/yry... �•w.r.�•+�ew+�.wruwwrRte �Y ..�FNi .:1:♦ 'a �" .w��i•.�«..��-. ..... _ i. �.• .-. - •.WWb -• -.�- __.y.. ,� v_ _._..._.r.�►•.n -.Lr.ti"7��" ".�+�iS6i ...., :J` `! .. .. 'tiAIAIP- I SEC'r I ON 01700 CONTRACT CLOSEOUT PART_1_00- GENERAL 1 . 01 DESCRIPTION A . DESCRIPTION OF REQUIREMENTS Closeout i s hereby defined to include genera i requirements near end of Contract Time , in preparation for final acceptance , final payment , normal termination of Contract , occupan ;y by Owner and similar actions evidencing completion of the work . i"ime of closeout is directly related to "Substantial Completion" . B . SUBMITTALS, GENERAL The listing of submittals is given generally as a checklist for the Contractor ' s convenience . The Architect reserves the right to add to this list . This list is not an exhaustive listing of either all applicable laws or of the provisions of any law . The Prime Con- tractor shall submit all items to the Architect , except for those noted otherwise . 1 . 02 PREREQUISITES_TO SUB.STANT'IAI._COMPLETION ` A . GENERAL Prior to requesting Architect ' s inspection for certification of substantial completion ( for either entire work or portions thereof ) , complete the following and list known exceptions -in request : 1 . In progress payment request coincident with or first following date claimed , show either 100 ; completion for portion of work claimed as "substantially complete" , or list incomplete items , value of incompletion , and reasons for being incomplete . Include supporting documentation for completion as indicated in these contract documents . 2 . Submit statement showing accounting of changes to the Contract Sum . 3 . Advise Owner of pending insurance changeover requirements . 4 . Obtain and submit releases enabling Owner ' s full and unrestricted use of the work and access to services and u t i l i t• i es , including ( where required ) occupancy permits , operating certificates, and similar releases . 5 . Deliver tools , spare parts , extra stocks of materials , and similar physical items to Owner . B . INSPECTION PROCEDURES 1 . Upon receipt of Contractor ' s request , Architect will either proceed with inspection or advise Contractor of prerequisites not fulfilled . 2 . Following initial inspection , Architect will eitheir prepare certificate of substantial completion , or advise Contractor of wcrk which must be performed prior to issuance of certiricate ; and repeat inspection when requested and assured that work has been substantially completed . 01700- 1 log- . err ► II � 111I � ri { rlr ` rI ' IIIIIIIIIIIIIIIII { tI ►' � II { I I I I I I � I ISI Ill ISI I � 1 I I I I I I 1 I I I I I ! I 1 i� ..� xr •- , I � I I I I I I I I I I i I I I l I II II1 I I I Iltil 1 1 1 1 1 1 rI1 I I III t l III I I lIl i t III III III I � I IIr r � r r { r rlr IIS III IIr I � I r r I � r r { r I � rli .,,•.. 2 4 5 J NOTE : IF THIS MICROFILMED � - - 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , I'r IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E 6z 82 LZ 92 9z bZ EZ ZZ 1c 02 61 91 L , 91 S1 bI EI 21 11 01 9 L 9 S b �►II111111111{rlrllrrrliirrrirrrr�rrlr�►�I�Il�IItIIIIlIt11111�1111Illtltlllllt,ltl�ll!'IIIE�1111�1(11��„I,1,�.i1111111Io1!,1I11��IlI�_I)1�1�IUIIIJllIjf'f�llll�.�1L�tltl�tttllllll{II�IIi1�Illlllllll11IU11jJ�1111I�I11 '-,,'II",.,''-,''-,,.'-1'lilt � ' _. �I�II�I�ti�u !!1l11�111J�1 d,�,11!!{lll�ll�1�1l1l�II11 MAY . { 19 9 0 .•`+r.,waM V - -"- iir. ......,... ..,.........,...... .ru.._.....ate SECTION 01700 CONTRACT CLOSEOUT 3 . Results of completed inspection will form initial "punch list" for final acceptance . 1 . 03 PREREQUISITES TO FINAL ACCEPTANCE A . GENERAL Prior to requesting Architect ' s final inspection for certification of final acceptance and final payment , as required by General Conditions , complete the following and list known exceptions ( if any) in request : 1 . Su:)mit final payment request with final releases and supporting documentation not previously submitted and accepted . Include releases and waivers of liens from Contrlactor , subcontractors and material suppliers , in form approved by the Owner . Include certificates of insurance for projects and completed operations where required . 2 . Submit updated final statement , accounting for additional ( final ) changes to Contract Sum . 3 . Submit certified copy of Architect ' s final punch list of itemized work to be completed or corrected , stating that each item has been completed or otherwise resolved for a. cceptance , endorsed and dated by Architect . 4 . Submit consent of surety . 5 . Submit final liquidated damages settlement statement , acceptable to Owner . 6 . Revise and submit evidence of final , continuing insurance coverage complying with insurance requirements . 7 . Submit specific warranties , workmanship/ maintenance bonds , maintenance agreements , final certification and similar documents , all complete in final fo^m . B . REINSPECTION PROCEDURES 1 . Upon receipt of Contractor ' s notice that work has been completed , including punch list items resulting from earlier inspections , ar,a excepting inkoomplete items delayed because of acceptable circumstances , Architect will reinspect work . 2 . Upon completion of reinspection , Architect will either prepare certificate of final acceptance or advise Ccntractor of work not completed obligations not fulfilled as required for final acceptance ; if necessary, procedure will be repeated . 3 . Should additional reinsoections ( i . e . , more than one reinspection for any item or portion of work ) be required before the Work is accepted , the cost for each additional reinspection will be char;Pd to the Owner at the rate of $45 . 00 per hour . The Owner shall have the right to deduct such charges from the contract amount as provided in the Conditions of the Contract . 01700-2 w •._ ; 1 ':..iitYfRAYnO:�. :.F., .ar�FL.T'��.. �� .. ... . .._ .. _..,... �+.i^M!^ ♦ _-. - .+r. ate, � I � � I I � � � � � I I � � I � ISI ill Iii ISI I � 1 ISI II Illlliillrlrillrll NOT :: I THIS M ICROF L LMED i I --- - 2 3 _ 5 6 9 0 DRAWIN(3 IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �+ THE QUALITY OF THE ORIGINAL DRAWING. - OE 6Z 8Z LZ 9Z SZ VZ EZ -ZZ IZ OZ 61t 81 LI 91 SI VI EI ZI 11 01 -6 - _ 9 L 9 S bM�AY . 2-1 111990 ►I1111111�111�1��11�1�0lrrrrlerlrliilil�111111111ul11e1e1111111u11�1111�}ealJ��L.Lliiii�i.1I►1111111111��ui,i��lultll�!�I�u�ll��tttll�111ull1�► 1.tthlt.t!�tltlltml�Ilil�iu�lll�ll�Illlu�llullU�lJ��i ..••.'''-'•'--.',, } _ jl 111111111 1111 1111 111 � I11�1�I.Wl1111J1111 F ' SECTION 01700 CONTRACT CLOSEOUT 1 . 04 RECORD DOCUMENT SUBMITTALS A . RECORD (AS-BUILT') DRAWINGS 1 . During the construction period , Contractor shall mjintain a complete set of prints for the sole purpose of mE ntaining a day-by-day record of installed record information . This information shall include , but not be limited to : the s -, zti: and location of all concealed or underground piping , conduit , and ductwork ; all approved deviations from the specifications and drawings ; the location of any visible objects relocated due to interferences or requested relocations submitted and approved ( ,n shop drawings . Such relocations shall be dimensioned from a column centerline or other fixed object . Where the drawings are diagrammatic , such drawings shall be corrected or redrawn to show actual installations ; identify drawings as "Project Record Copy" and maintain drawings in good condition and make -vailable for inspection on site at all times . Do not use record documents for Construction Documents . 2 . During the final phase of construct -ion , Contractor shall obtain from the Architect , and pay for at Architect ' s cost of reproduce- i on , a set of reversed rE?�.)d i ng sepia transparencies . Contractor shall then , in a neat and legible manner , incorporate all revisions and transfer all installed record information from the day-by-day working set to the reproducible prints . Each set of transparencies must be signed by the Contractor . 3 . Record drawings shall comprise Architectural , Structural , and Plumbing drawings , and any special equipment , all of which form u part of the contract documents . 4 . Addenda , bulletins , field orders , and change orders shall be posted and referenced in the record set of prints . C . WARRANTIES 1 . Where warranties , guarantees , product/workmanship bonds , an��Jor maintenance agreements are available for teh various portions of materials and equipment used on the project , provide same as if specificu ; ly specified herein , 2 . Provide name, address , and phone number of local companies within 200 miles of project site which subcontractors have arranged with -to provide emergency servicing , replacement , etc . under the warranty conditions . 3 . Furnish 3 executed copies , except furnish 2 additional conformed copies where required for ria i n tenance manuals . D . CERTIFICATE OF OCCUPANCY Final payment shall not be made until the Local Building Official has issued , prior to occupancy, a properly executed Certificate of Occupancy as required by the UBC, Section 307 , covering the work . 01700-3 . � Irlrl ►I ! i ' �1iI ! 1 � 1 � 1 ' I " I � I � I � 1 � I11 ' ! ! I � I � � � I ! I ! I ! I ! � ! 11I111 � 1 ( II11� � 1IIIII ! �! IIIIIII ! IIIII � IIIiI ! I ! � � I ► II ) I ! III ! II ' 111I � I �� IIII ! Iilblil ! ! I ilil lilrlilili �iilililililili ililrlrlrli � , Wi . NOTE : IF THIS MICROFILMED ►.....�..,,�r I 2 a 4 _ 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN �i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. --- 0C 6Z 92 L2 9Z S2 bZ E2 22 12 0z 61 @1 11 91 'y 1 ir I C1 21 11 01 6 9 L 9 S b E Z 1x111'" kulL(�tI11I�t1iIIIIIIIII�iIIlI111111U1I111llllll�l111I1111�11 �I a tl Ijjllll_ 1lI�IllillllJlljlll�llUlll�lllUIIUL�I1119 1 � 1990 _.----'-• ..,,,,,��, ..". --...w,- .u.r.,,., .,..�.�...w.., .,n,,,xp_ ,: '�91i,• 1' ._ .. ..._. „. _..,.,.,. '-_. rrs.��r. J ' Y��"� ��r•--+rrv.iFi�Y:r rY.a wr.;l►.u.. ..._ .. n SECTION 01700 CONTRACT CLOSEOUT I� 1 . 05 CLOSEOUT PROCEDURES A . CLEAN-UP BEFORE FINAL COMPLETION At the completion of work , Contractor shall remove all his waste materials and rubbish from and about the Project as well as all his tools , construction equipment , machinery and surplus materials , and shall provide the following cleaning of the work prior to substantial completion of the building : 1 . Clean project site ( yard and grounds ) , including landscape development areas , of litter and foreign substances . Sweep paved areas to a broom-clean condition ; remove stains , petro- chemical spills and other foreign deposits . Rake ground which are neither planted nor paved , to a smooth , even-textured surface . B . REMOVAL OF PROTECTION Except as otherwise indicated or requestea by Architect , remove temporary protection devices and facilities which were installed during course of the work to protect previously completed work during remainder of construction period . C . COMPLIANCES Comply with safety standards and governing regulations for cleaning operations . Do not burn waste materials at site , or bury debris or excess materials on Owner ' s property , or discharge volatile or other harmful or dangerous materials into drainage systems ; remove waste materials from site and dispose of in a lawful manner . END OF SECTION 01700-4 �` _..._.-. ...i....-..'..._s- _ -.►.' ..m..:mac- -- ioil ! I ' lyi ! III ! I ! I ! ` ! I1 � ! � il ! I ! II � III � IIIIIIIIIIIIII ! I1 �1 � 1 ) IIr� I � I �� I � Irl � l I �T� 1-) Ill � ill � ! Ij ! Il0 ! ! � Ili� l I � III � ! I � III � I ISI I � ! ! I ! ! II ! li il ! Ali ! � ! ASI ! � I ill ! li iii ! Ir i ! ! tl _ 2 I 3 NOTE : I F THIS MICROFILMED � �J DRAWING IS LESS CLEAR THAN ---- THIS NOTICE , IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 82 l2 92 SZ bZ EZ ZZ 12 02 61 91 Ll 91 S1 b I El 21 11 01 6 8 L 9 S b E Z I � �•� ' �r11�11111!III�I!!!I!!!I�iiiil!i!��!!I!II!!I�IIIIIIIII�IIIII1111�,IIN�NNN1�111lI�1111�111I1111I�(1�I �LiIIIIIiIII_I�I�11�11111IJ1llIIUtILIIIttll1111.tIttllllNtIIIIILItlllllllldllllfUlllll I 'I- ' 1 � 1�11t ltiii!lllfill ljlll l�lul!!ll1lUllllll�llll SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1 GENERAL 1 . 01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract , including General and other Conditions and other Division 1 - General Requirements sections , apply to the work specified in this Section . 1 . 02 WORK INCLUDED A . Asphaltic concrete paving patching around wood posts . B . Surface sealer . 1 . 03 REFERENCES A . The Oregon Chapter of the American Public Works Association Standard Specifications for Public Works construction hereinafter called "Standard Specification . " Q . AASHTO - American Association of State Highway and Transportation Officials . C . ASTM D946 - Asphalt cement for use in pavement construction . 1 . 04 QUALITY ASSURANCE A . Perform work in accordance with Standard Specifications , and requirements of local regulatory agencies having jurisdiction . B . Mixing Plant : Conform to Standard Specifications , C . obtain materials from same source throughout . 1 , 05 SUBMITTALS A . Submit product data under provisions of Section 01300 . B . Submit manufacturers ' instructions under provisions of Section 01300 . 1 . 06 ENVIRONMENTAL REQUIREMENTS A . Do not place asphalt when base surrace temperature is less than 40 degrees F PART 2 PRODUCTS 2 , 01 MATERIALS A . Tack Coat : Emu l s i f i �'&d asphalt " tack" oil ; SS--- 1h or approved . 02513- 1 a � . b.. � I � � � � �IIII �� IIII � � � 1 � 1 � � Il � � lll � ll � 1111111lIIIIIIIIIl1� 1 � II11111l111111iI1 �1l111lI � 1i11111l1111lilllllll.11 illll11I1 � 111 � 1 IIIII � I Ill � rll rll � llr ile � llt111111 1 � 1111r r11 � l � r11 ill _ .__ -Oman"-- NOTE : NOTE : IF THIS MICROFILMED Z 1. 3 � 4 5 6 ? 8 9 �'(� 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THF ORIGINAL DRAWING. -__- AE 6? 82 lZ 92 SZ 11P EZ ZZ 12 0Z..... 61 el Ll 91 Sq 01 61 21 11 01 6 8 L 9 9 b E Z 13#MLPP 611111111 loll 11 111111111 1 111 (lI#1�j1 _ JIIIIIIII��Itl:11I�IIJIJIL�IIIIIIIIa1Jftt jI1&LIIIIIIItIl11fillIIuIllfil111III1JIIMAY - 1 ) 1990 �iII----' I I I �lllLll�UI WWllIU1111�I1111JJ!lJ1lu�.11lll IIII�LW�III� ... "f ... .._. Vim._. � " ._.. ....w. - - .. .. .. -. - .. ...t _ _ .... ...._ __ m .. Ww.a,.wYiM�•....Ye...nr.r.w+,wT.r.x...xrrr.+nrryy.yr.W4. .11�..�. . SECTION 02513 ASPHALTIC CONCRETE PAVING B . Asphalt cement : Paving asphalt conforming to "Aged Residue" Viscosity Grade AR 4000 graded at 140 degrees F ( 60 degrees C ) on RTFC Residue in accordance with Uniform Pacific Coast Asphalt Spec i Vcat ions distributed by the Pacific Coast Division of the Asphalt Institute . C . Aggregate for pavement Wearing Course : Conform to Standard Specification Section 211 for Class "0" asphalt concrete . F . Mineral Filler : Finely ground particles of limestone , hydrated lime , or other approved mineral dust , free of foreign matter . 2 . 02 ASPHALT PAVING MIX A . Use dry materials to avoid foaming . Mix uniformly . B . Wearing Course : 4 to 8 percent of asphalt cement by weight in mixture , for Class "D" asphaltic concrete . PART_3EXECUTION 3 . 01 INSPECTION A . Verify existing paving is dry, clean and ready to support paving and imposed loads . B . Beginning of installation means acceptance of substrate . 3 . 02 PLACING ASPHALT PAVEMENT A . Tack Coat : Apply tack coat asph;ilt at the rate of 0 . 02 to 0 . 06 gallons per square yard to inp 'lace asphalt or concrete contact surfaces . B . Pavement Wearing Course : Install pavement wearing course surfacing , to minimum total compacted thickness of 2 inches . Conform to applicable sections of referenced Standard Spec, i f i cat i ons for hauling , spreading , compacting , joints and surface smoothness of wearing course . C . Compact pavement by rolling . Do not displace or extrude pavement from position . Hand compact in areas inaccessible to rolling equipment . Compact to 95% per AASHTO T- 150 . 3 . 03 TOLERANCES A . Flatness : Maximum variation of 1 /4 inch measured with 10 Foot straight edge B . Compacted Scheduled Thickness : Within 1 /4 inch of design thickness . 02513-2 lip..... . -- .. .-..w- Y _Y r, .. . ,wu .:yr : +•n,- ''. ...+.�►__ f r.� J , l , l ' rl ' � i � ' I � � rI1 � I � l ` 1I1 � 11 ' � III � jIt � I � I �IIt�� IIIIIIIr �� IIll � l1111111r ' 111III � I � � II �11 111I1 � II111 � 111 111Ii � i � I � Iiii rirlrlr ilrl � li �lilili i � ililr rir rlr rli iii NOTE : I F THIS MICROFILMED �- 2 3 4 5 6 7 8 g 11 12 DRAWING IS LESS CLEAR THAN ' THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. - - -_ _ - --- - ----------m _ - 0C 62 82 LZ 92 SZ b4 CZ ZZ I Z 0Z 61 91 LI 91 GI ti l C I Z I 11 01 6 9 L 9 S b E Z 1 71Y1�1 �►ill�iiiliiiiliiiilirr�Irrrilir�iliriiliirt��1�11IIlIllllll!;I�IIIIIII�I�I�III1:1l�IIII�tII,Illll�l111��,�l11f11IIIIlIll�llll�II�I�IlI(1111.1lIIJ1IIJ1llt�11LItIIlI1111IIIIlI111J�1111I11III1h;�I�III� _ .�,��I,�I 11JUllllll!l�.�l111lI!lI1UIIIlLIIIII� MAY — 1 SECTION 02513 ASPHALTIC CONCRETE PAVING C . Variation from True Elevation : Within 1 /2 inch . 3 . 04 PROTECTION A . Immediately after placement , protect pavement under pro-.fisions of Section 01500 from mechanical injury for one day . END OF SECTION 02513 -3 - ,,, �'!� � I �' I � I ►I1l � �11I � l � � ilili 0l � I � lIIIlIIIlIIIilllllltl111l1 , 1 � 1I1lI � Il111lIIIl � 1l1 � 1l1 , 1l111l1 Illllli � lIII � 1 IlII ! ! 1 I � IItl1 1 ! 111 ! 1 1111111 1111 � t1 il � 11 ( i �( 1 111 1 ( 1 111 III tl � � � � I1 ) _ . - � I I I I J I I I I I I I I I I I PvUTE : IF THIS MICROFILMED �...,�.,_..�. �...,....._..,, 2 3 '4 rJ �J 7 8 9 !�� ( ( 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO ! THE QUALITY OF THE ORIGINAL -- D RAW I NG - OE 62 8? LZ 9Z SZ bZ CZ ZZ IZ OZ 61 BI LI 91 SI VI CI ZI II 01 6 9 L 9 s' b C z 1 II I-- �H1111111�111I��I�I��Ii�i�l�i�tli��1��11�1111111iI�IlIIIIII1�1111�IIN�1.1�1�11111l111�t.ti�IIIIII((I(L�,�,(,I,�11.ItIIIIII�IIll!!II(l1.I�I(11111111,111llIlULI11111tf1111111�Ilulllil�IlllIl111�11U�1111�W1L! -. �I � � 1111111 IIII�II �, ul�!lulll� ul ulluuil � i MAY t i. w� SECTION 03001 CONCRETE PART 1 GENERAL 1 . 01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract , including General and other Conditions and Division 1 -General Requirements sections , apply to the work specified in this Section . 1 . 02 WORK INCLUDED A . Concrete reinforcement and accessories . B . Cast- in-place concrete . 1 . 03 REFERENCES A . ACI 301 - Specifications of Structural Concrete for Buildings . B . ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement . C . ASTM A615 - deformed and Plain Billet-Steel for Concrete Reinforcement . D . ASTM C33 - Concrete Aggregates . E . ASTM C94 - Ready-Mixed Concrete . F . ASTM C150 - Portland Cement . G . ASTM C260 - Air Entraining Admixtures for Concrete . H . ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete . I . FS TT - C -800 - Curing Compound , Concrete , for New and Existing Surfaces . 1 . 04 QUALITY_ASSURANCE A . Perform work in accordance with ACI 301 . 1 . 05 REGULATORY REQUIREMENTS A . Conform to State of Oregon Structural Speciality Code and Fire and Life Safety Regulations , 1986 Edition . 03001 - 1 IIIII �IIII III111I11 � I1 IIII111IIIIIIIIIIIIIIIIIIIIIII � � tII � IIIItIIIItIllllrlllIIIIIIIIIII1 IIIIIII� � ItI1ItIS11 IIIIIIIIiIIIIII tIII11111 1111111 �IIIIII 111 ` 111I 11111111 1111101 r■•.� ' I I' 111I111i 11 I .,I � NOTE • I F THIS MICROFILMED 2 3 4 5 6 • 7 8 9 10 tt 12 DRAWING IS LESS CLEAR THAN -- i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, ___---- OE 62 BZ 1Z 92 SZ b2 EZ -ZZ 1Z 0Z 61 81 LI 91 SI b E1 21 11 01 6 9 1 9 S b E Z 1 • I111IIIIIIIIIIIIIIIII IIIIIII MAY 990 IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII11�1IiIN�N1Il1,ilI�Ill�iliE�llil�IIIIDIt�li11I1JIlIIJ�Il�RI1�1111It1I1111IU11��i��llll1h.�Itllilt►t1IlIII�II�IIIL�IIIIIlU1�11.11��1UlIl uI�luO uil�wll II a s W rnn .".fri�, -^�.�.--+' ,..+w. .!t-.__.s<.......,....+.�w ,.«n.w N�x.M...�x,.,a�y,:......�.....--....«...._....._.........+._.++...n �+...._ar,. _..«.-r.......-_.. . .. ,_..,..._..��.y �p.,"� y. " r i SECTION 03001 CONCRETE 1 . 06 SHOP DRAWINGS A . Submit shop drawings of reinforcing steel under* pro%, isions of Section 01300 . B . Indicate reinforcement sizes , spacings , locations and quantities of reinforcing steel , and wire fabric , bending and cutting schedules , splicing , and supporting and spacing devices . PART Z PRODUCTS 2 . 01 FORM MATERIALS A . Conform to ACI 301 . 2 . 02 REINFORCING STEEL A . Reinforcing Steel : ASTM A615 , 40 ksi yield grade biIiet steel deformed bars ; uncoated finish . 2 . 03 CONCRETE_MATERIALS A . Cement : ASTM C150 , normal - Type 1 Portland , grey color . S . Fine and Coarse Aggregates : ASTM C33 . C . Water : Clean and not detrimental to concrete . 2 . 04 ADMIXTURES A . Air Entrainment Admixture : ASTM C260 . 2 . 05 CURING MATERIALS A . Water : Clean and drinkable 2 . 06 CONCRETE MIX A . Mix concrete in accordance with ASTM C94 . 5 sack minimum per cubic yard . B . Concrete : I . Compressive strength ( 28 days ) : 3000 psi 2 . Slump : ( Max . ) 4 inch C . Add air entraining agent to mix for concrete exposed to freeze-thaw cycling , 03001 -2 1 .4 • A l l i I III I III III I ' I I 11 t 1 I I I I I i I I I I I I I I I I I I I I I I i I t I I I ' � - -�- - _ _. .... „� j .W b 1 III 1 f III r 1 � 1 111 , 1 i � III I III 111 III I � I lIl I � I Irl IIt III tIl III ISI III III III II1 III III I� I IIf III III � I Illilll III I � III III III 1 1 III III VIII I II I 'I I 2 3 �� 5 F 7 8 10 I I 12 NOTE : IF THIS MICROFILMED �....:��.._. �_.�.. __ _ DRAWING IS LESS CLEAR THAN �— I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. OE 6Z AZ L7 9Z SZ bZ EZ ZZ 12 1^ G' 61 81 ►IIIIIIIIIIIIIII11111lIIIIIIIIIIIIIIIIIIII�lIIIIIIIIII111111111�II�-I��III�III�II I�I11I�flll�l�tl�lll' ,,I i1ll1IIIII LI II,�IILI9�I11.111LIIwfS# Ill�llttlt111�tftEIIII IZI 11 0 1ul�wl�«I uul��d l.lubIJUJIIII 11111U111Ij11111111111011 1E1d1Z111I1lI �IMhlliill t ) 1990 � . a r r ►' ""�..�11+.�.*. -w.r- _.'^...�..y�tsmo.. -,. .� .. -'Ali .........._....._..... —777" 11r ' t _ SECTION 03001 CONCRETE D . Use air-entraining admixture as indicated in ACI 301 table 3 . 4 . 1 PART 3 EXECUTION 3 . 01 REINFORCEMENT A . Place, support , and secure reinforcement against displacement . 3 . 02 PLACING CONCRETE A. Notify Architect minimum 24 hours prior to commencement of concreting operations . END OF SECTION 03001 -3 - _.^ �a ...:.•nJl't-+Ya4.. T �. ., .i�.�..'� x:r'.VMs.0#1"M�.«y:;'.."�. '��...�. ._... w... �1ii � 11 Ilti � � IIIIII � IIIIIIIII11IIlI1II11 � I11111hI111IIiIIIIIIIIIIIIIItIIilipillll � ltlllllil11r11i11 � _ ^_ NOTE : IF THIS MICROFILMED 3 4 5 b _ 7 g g 10 1 I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL i DRAWING. 0C 6Z 92 12 92 S7, bZ EZ - ZZ IZ 0? 61 81 ,LI 91 SI V EI ZI 11 01 6 9 L 9 S b E Z I ►II�IIIIIIIIIl1111�1111�1111�1111�!�II�IIII�IIII�I111�1111�1111�111��11LI�}I�1�{LII�III1�1'.illlili�lllll�IIILiiIIIIIIIIIJ�IU{�111�h11JI11JIIUUt} �)IlllMAY iltllllll�lllh911�IINI1111IIUW11111JJ1 --I•-- ' "��" _ uiiilulllullll�llull!!!l�lUI11UIIUIIUIl�ll11 91990 ,.,....w.......... a ,,. SECTION 06112 FRAMING AND SHEATHING PART 1 GENERAL 1 . 1 GENERAL REQUIREMENTS Drawings and general provisions of the Contract , including General and other Conditions and Division 1 -General Requirements sections , apply to the work specified in this Section . 1 . 02 WORK INCLUDED A . Structural wall , and roof framing . B . Wall sheathing . C . Wood blocking , backing and curbing . D . Preservative treatment of wood . 1 . 03 RELATED WORK A . Section 03001 - Concrete : Setting posts in concrete . B . Section 06193 - Plate Connected Wood Trusses . 1 . 04 REFERENCES A . ALSC - Americas; Lumber Standards Committee ; Softwood Lumber Standarus . A . APA - American Plywood Association . B . AWPA - American Wood Preservers ' Association : Book of Standards . C . NFPA - National Forest Products Association . 0 . 'WCLIB - West Coast Lumber Inspection Bureau : Standard Grading Rules for West Coast Lumber . E . WWPA - Western WoDd Products Association . 1 . 05 QUALITY ASSURANCE A . Lumber Grading Agency : WCLIS . B . Plywood Grading Agency : Certified by APA . 1 . 06 REGULATORY_REQUIREMENTS A . Conform to Uniform Building code for size and type of fastener requirements . B . Conform to UL requirements to achieve rating indicated . 06112- 1 .__ ;� ..,. � Ir � � 1 �I111I�� I ' I � � � t ' I ' itil � t � � � t � , i1 � � 11ili1 � � l � ili (SII ( ilt ( IIII� 1111 ( � IM �� 11 � 1 � 11i11 � 11i � le � il � li � 1 � 1i1 I ( I � 111 1111 ( 1 111111 I II iti � ilrIitr � itii�III IIVIItIII itl ' ill Itlllt � X11 ISI . .� i � I , NOTE : IF THIS MICROFILMED 4. ! 3 4 5 6 ? g g •0 I 12 DRAWING IS LESS CLEAR THAN --- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ qZ SZ bZ EZ ~ ZZ IZ OZ 6t 91 LI 91 SI bl EI ZI 11 01 6 9 L 9 S tr E Z I ""Law MAY ��I��I��IIIIiQilllli�rrl�iiilii�ili��N1��11111111111111r1�llhllla�IIl�l�ll�llll�l11,�1��111111�1,(�.111.i11IIIIlII_I!JItUIII�I1�lIt1IILIIILlt1I)►��1111t1i1)lltltl�r�11�IIII�IIUIItI1�IlIllllltitlll�iL�ulllil lililiiilll� I I 1 ) 1990 _ ul�� I��lal�� III �utluu.��ult�ul �Iluull ti --tea..-..--- wr.ww�p!••-- SECTION 06112 FRAMING AND S; iEATHING 1 . 07 SUBMITTALS A . Submit product data under, provisions of Section 01300 . B . Provide technical data on wood preservative and application instructions . 1 . 08 DELIVERYjSI-0RAGEj_AND HANDLING A . Store and protect products under provisions of Section 01600 . PART 2 PRODUCTS 2 . 01 LUMBER MATERIALS A . Lumber : PS 20 ; Douglas Fir graded in accordance with WCLIB Grading Rules ; maximum moisture content of 19 percent ; S4S ; of following species and grades : 1 . Structural Light Framing : No . 2 grade . 2 . 2 x 4 Framing and Studs : Stud Grade . 3 . Structural Joists and Planks : No . 2 grade , or as shown on drawings . 4 . Beams and Posts : No , 1 grade . , rough savin . 5 . Blocking and Furring : No . 2 grade . B . Lumber shall be stamped "S-DRY" . 2 . 02 PLYWOOD MATERIALS A . Wall Sheathing : APA Structural I , Grade C-D ; exterior glue . 2 . 03 ACCESSORJES A . Fasteners : Electro-galvanized steel for exterior , high humidity , and treated wood locations ; plain finish elsewhere ; size and type to suit condition . B . Joist Hangers : Galvanized steel , sized to suit joists and framing conditions ; manufactured by Simpson or approved . C . Building Paper : No . 15 asphalt felt . 2 . 04 WOOD TREATMENT A . Wood Preservative Pressure Treatment : AWPA Treatment C2 using waterborne preservative with 0 . 30 percent retainage . B . Materials to be Treated : Wocd posts embedded in concrete . 06112 -2 #� i V .; WON +W:.r ::,4• .'.4aJMM: 'leWl tY'....�2e(,�li.. 'Y.' . 1}.n.... �.�.� .. •.i,.�1!Y. - :; `" � t � � � ! ►� III �IIIII � � � I � I � II � � IIIIIII � IIIIIIIIIIII111 � 111II � IIt � III � IIIiIIII � fI � lI1 � IIIlIIIIi � lilllllllllll ) I IlI � IlIIIlIII � 1 IlIIIlI � Ii � ill il � iil � � li � lli �IIIIII iliilti Ili � lir ill � ill .__ '--=. ._, NOTE : I F THIS MICROFILMED ►...,_.....�.._ '2 3 4 6 7 $ 9 ! I I 12 DRAWING IS LESS CLEAR THAN -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OC 62 82 LZ 9Z SZ 11P CZ ZZ IZ 0Z 61 81 LI 91 SI bl EI ZI 11 01 6 8 L 9 S ►II�IIIII�III�IIIIIIiii�iiiili�ii�itlillll�IlttIt111IIIII�1111.IIIl�IIIN�}y1�I1�1II11141its IIIIIIIIII IUIItLi11IIIIlIU!l hut!tI!!_INtIIIoil lI11L1fAlltjttL1IttllltftlIII lIII lIIlIIII lIlI11I1990 MAY 1.1111111I1all�l_1 1�! 11.111!!llLll�Ltlltllllll.Lllllll _. SECTION 06112 FRAMING AND SHEATHING C . Certificate of Treatment : Furnish from treatment plant a certificate that material furnished has been treated as specified or stamp each pie,;e with appropriate mark certifying treatment in accordance with AWPA Standards . PART 3 EXECUTION 3 . 01 FRAMING A . Erect wood framing members level and plumb . S . Plane horizontal members laid flat , crown side-up . C . Construct framing members full length without splices . 0 . Double members at openings over one sq ft . Space short studs over and under opening to stud spacing . E . Construct double joist headers at roof openings . Frame rigidly into joists . F . Bridge joists in excess of 8 feet span at mid-span members . Fit solid blocking at ends of members . . 03 SHEATHING A . Secure wall sheathing horizontally perpendicular to wall studs , with ends staggered over firm bearing . B . Place building paper over wall sheathing ; weatherlap joints . E . Install plywood to simple span . 3 . 04 TOLERANCES A . Framing Members : 1 /4 inch maximum from true position . • END OF SECTION 06112 -3 16, >:a3f K„a�d; ,,.. ',:;�, .,: i 'a t',.. i.„.,..r; 3�F.w'�'.°k�fitl rar T�9i:r -Hr�4.kh�`9e.�r�?.•�4r�iMiic1 ?�dksrinat�'::o�i�:w. s� w.:n,!'d,.�:�n±awnn.nt,:x w;nrv..l:a�ra.��.;..u:.•: � � � ►� � � � � � � � � � � 111r1r11111111trrr11111 � 11I111 � 11111rrIr1ltllrirll � � I � � � � � � � � � � N � � � � 1 � � � irri � NOTE : IF THIS MICROFILMED 2 3 4 6 8 10 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. OE 62 82 LZ 92 SZ VZ CZ ZZ I? 0Z 61 el L 1 91 G1 b 1 E 1 21 11 01 6 9 L 9 S b E. Z 1 II y� I MA Y_ 1990 JEW- �►11 IIII�IIII�IIII�i111�I111�1111�II11�I11H1111�I11QI1111�1111�1111�II11��1lIII,t1�111il�III�IIII�IIII�a�,U1.�.f�tllllt{il!�It ��litt��ll��IUIILIUI�r��,�till�rni�IIIIIIIu�tllt)Itll�ltal�tlli�l�l� ' � `, �. �u��ul�lulllll�uulllri i "^ SECTION 06193 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1 . 01 GENERAL REQUIREMENTS Drawings and general provisions of the Contract , including General and other Conditions and Division 1 -General Requirements sections , apply to the work specified in this Section . 1 . 02 WORK INCLUDED A . Prefabricated wood trusses for roof framing . B . Bridging , bracing , and anchorage . 1 . 03 RELATED WORK A . Section 06112 - Framing and Sheathing : Load bearing 3upports . 1 . 04 REFERENCES A . ANSI/ASTM A446 - Sheet Steel , Zinc Coated ( Galvanized ) by the Hot- Dip Process , Physical ( Structural ) Quality . B . NFPA - National Forest Products Association . C . TPI - Truss Plate Institute . D . UBC - State of Oregon ' s Structural Specialty Code and Fire and Life Safety Regulations , 1986 Edition . E . UL - Underwriter ' s Laboratory . F . WCLIB - West Coast Lumber Inspection Bureau : Standard Gradino Rules for West Coast Lumber . G . WWPA - Western Wood Products Association . 1 . 05 SYSTEM DESCRIPTION A . Design Roof Live and Dead Load : 35 lbs/sq ft with deflection limited to L/240 . 1 . 06 QUALITY ASSURANCE A . Manufacturer : Company specializing in manufacture of prefabricated wood trusses with three years minimum experience . B . Design trusses under direct supervision of Professional Engineer experienced in structural framing design of trusses registered in State of Oregon . C . Lumber Grading Agency : WCLIB . 06193- 1 gz .� V�`Y'r�_,;;. �.. ,'� 1 + � + 1 ►i + l + �l + , + l + � + l � � + + l + � + l + � � lllll � � if + l � i � � li � ll ; l , l � t Ili � l�� llll � ll + + It � llli � ll � ll + 11 � � 01 + + Il � t) I Ill + l � l 1 � 1 � 111 IIII � � + + t � � + t � + t + � + i + it + � + � + fit ! + t + + � � + I + + t + � Ir +l + + + + , NOTE : IF THIS MICROFILMED ' 2 3 5 6 l 8 9 I`o 1 I 12 DRAWING IS LESS CLEAR -�TIAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- _ -------- ___ ----- - - OE 62 82 LZ 92 SZ bZ EZ Z7, 1Z 02 61 81 Ll 91 51 b 1 El 21 11 01 6 9 L 9 5 b E a IMAY • �Nlllllt�llllilllll++++�++++I++111111111+++�t1111111ii11111tt1111111�IIN��NIIt�,I111111It11��1111jltlll�Ll1,U,i11lIIIt�il�Itulllll��1u11UI�UllI.t��l�llt�11.LI111111►trI111111tW1111�1111�ullltlltll,E�1��111��. Ulllllilift�l�llu�lt!!�I t �1i�1 . _ u luu 19U (1� 01r . 6 SECTION 06193 PLATE CONNECTED WOOD TRUSSES 0 . Truss Plates : In accordance with Truss Plate Institute . 1 . 07 REGULATORY REQUIREMENTS A . Conform to UBC for loads , seismic zoning , and other governing load crit,--ria . B . Conform to UL requirements to achieve rating indicated . 1 . 08 SUBMITTALS A . Submit shop drawings and product data under previsions of Section 01300 . B . Indicate framing system , sizes and spacing of joists , loads and joist cambers , bearing and anchor details , bridging and bracing , and framed opening . Submit design calculations . C . Submittals are to be stamped and signed by a structural engineer registered in the State of Oregon . 1 . 09 DELIVERY_STORAGEj_AND HANDLING A . Deliver products to site under provisions of Section 01600 . B . Store and protect products under provisions of Section 01600 . C . Transport and store trusses in vertical position resting on bearing ends . D . Protect trusses from moisture, warpage, and distortion during transit and when stored . PART 2 PRODUCTS 2 . 01 MATERIALS A . Lumber Grading Rules : WCLIB . B . Lumber : Douglas Fir or Hemlock , not less than No . 2 grade structural light framing , �4S . C . Steel Connectors : ANSI/ASTM A446 steel , Grade A; galvanized ; 20 gauge thickness min ; die stamped with integral teeth . D . Fasteners : Galvanized for exterior , high humidity , and treated wood locutions ; plain finish elsewhere ; size and type to suit conditioli . 2 . 02 FABRICATION A . Verify dimensions and site conditions prior to fabrication . 06193-2 '- ' NOTE : IF THIS MICROFILMED ` 3 _ 4 _ 5 7 $ 9 1.,0 12 DRAWING IS LESS CLEAR THAN --- I THIS NOTICE , IT IS DUE TO I THE QUALITY OF THE ORIGINAL y DRAWING. --- 0C 62 9Z LZ 9Z SZ 11P CZ ZZ I OZ 61 BI LI 91 GI bl CI 21 11 01 6 9 L 9 S t► E Z ��oll000iliiiil�iiiloii�lii�ili�iiliiiillii�ioo111111�111111111�!lhII�N��I�III111I�II��II,I�I1111�11.�1 11�.1.illIIIIIIII'UIII1I1II�1I111111111In111�41fi�U I III111tt1IIIIIIIILIJ�IIlI1111Illll�lu�llllll� II- -- 3 ... llWIIU1�l1U�lll1 u; - •,wr,^'._.. ' i,'2S ,. •.. ......t.:Jc...-M.....,.,.�•.....'""y�..�'rc" 'tiNlr w".xAl{Gi^;al'i''Y'ti., .Y SECTION 06193 PLATE CONNE�'TED WOOD TRUSSES B . Cut members accurately to length to achieve tight joint connections . C . Jig trusses during fabrication to assure accurate configuration . Press connectors into lumber , both sides of joint simultaneously . D . Build camber into truss . PART�3 _EXECUTION 3 . 01 INSPECTION A . Verify that supports and openings are ready to receive trusses . B . Ver •i fy sufficient end bearing area C . Beginning of installation means acceptance of existing conditions . 3 . 02 PREPARATION A . Coordinate placement of bearing support items . 3 . 03 INSTALLATION A . Install trusses in accordance with marufacturer ' s instructions . B . Place truss ?s true to line and level . C . Provide temporary bracing to hold trusses in place until permanently secured . D . Place permanent bridging , bracing , and anchors to maintain trusses straight and in correct position before inducing loads . E . Do not field cut trusses . F . Place headers and supports to frame openings required . G . Frame openings between trusses with lumber in accordance with Section 06112 . N' - Coordinate placement of sheathing with work of this Section . 3 . 04 TOLERANCES A . Framing Members : 1 /2 inch maximum from true position . END OF SECTION 06193-3 z..-- �� m. 1 � IeI �I11 � 11I � l � i � I ' I ' 'I� II � � sI1I111 � 111 � 111I111I1 ( � II (� I111I1 ( III (IIIIIIIII 1 ( III ( IIIiIIII � 1111111 1 ( Ili� l 1 ( 11111 illll ( I 1 ( 11111 1111111� I111 � 1 � II ilk 111II � I All Ill 111 IIIIIll III I 2 3 4 5 6 7 8 9 h0 NOTE : I F THIS MICROFILMED r..,..,_....�.,, _._._....,..�.._..._,v._, � DRAWING IS LESS CLEAR THAN ---- - THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL _. DRAWING. _ - ---- ---___—__-- - - - _ ' OE 62 82 LZ 92 92 b2 EZ ZZ 12 ' OZ 61 B I L I 91 S I b I E I 21 11 01 6 8 1 9 S b E z 1 ��IIIIIIIivl�iiiiliiiil��il��i�Iiii�11111•I1111111tI�I111IIIIlIIl1�IIIN��1�1I11.1i�111I��11,I11111iIIlI�,U�.i11I1111IU!.II1�1�1111.��)ttIII�IIIUI1L��i��lltttllttttlllllllltllltl111lllllllllll.11WWIUl�lll►�,�...I• --I••-.' '�" � U LitIlUWlIWIIIJiLllil!llltl�lllll IUI�Ilt1 1011 MAYi moo, 142 Vw 1 _. ..yy, w ..rrr..r... r..ruww.rwrst.s. ....�... .. . y...�y„p. .,,.,.r.....b..r.. rr... t: - ...r....�yy�....,•1,..... .... .. _'.L _ SECTION 07400 PREFORMED ROOFING & SIDING 1 . 01 GENERAL A . QUALITY ASSURANCE 1 . Provide only new materials , complying with specified requirements herein . 2 . Furnish manufacturer ' s standard duly executed 20-year warranty covering color fade , chalk , and film integrity of sheet metal finish . 3 . Provide UL Class 60 wind uplift . B . REFERENCE STANDARDS 1 . American Society for Testing and Materials (ASTM)- : A446-76 Steel , sheet , Zinc-Coated ( Galvanized ) by the Hot-Dip Process , Structural ( Physical ) Quality . 0522-60 ( 1973 ) Elongation of Attached Organic Coatings with Conical Mandrel Apparatus . 2 . Sheet_Metal_ & Air Conditioning_ Contractors National Association Architectural Sheet Metal Manual . 3 . National Coil Coate_rs ' Association_ : Technical Bulletin 11 . C . WARRANTY Roofing work and flashing therefore in this Section are subject to a ten ( 10 ) year warranty for both watertightness and weathPrtightness . 2 . 01 MATERPALS A . MATERIALS - GENERAL 1 . Furnish 26-gauge hot-dipped galvanized steel sheet complying with ASTM A446 , Grade A , G90 zinc coating designation ; primed on both sides and finished one side with 70% Kynar 500 baked-on- enamel coating , or approved , providing a 20-year warranty covering color fade, chalk , and film integrity of sheet metal finish as specified above . 2 . Coating shall be subject to 20-year warranty specified above and meet the fallowing requirements : Hardness : F minimum , LACCA Bulletin 11 - 12 . Adhesion : 1 /16- inch , no removal , NCAA Bulletin 11 -5 . Formability : 2T Bend , no cracking or removal , ASTM 0522 . Reverse Impact : No removal when taped , 70 lb . impact force , NCCA Bulletin 11 -6 . 3 . Color as selected by Architect from standard �;olor line . 4 . No attempt has been made to show all details of the panels , clips , attachment devices and flashings ; the responsibility for providing all pertinent details remains with the applicable manufacturer for a watertight and weathertight installation . 07400 1 : •. ,'� I � I � � ►I � I � �I � I � � � Irl � � � f� � � � l � � � � � � lli � l � l � ili � � � l ; ili �l � l � l � r � l � l-�� Il � l � l � i e � I � I � IIi � l � l � i i � ojili � � � llI� III � I � III i � l � l � I � I � I � i � � i � ilili il � l � li ilili � i ��li � i � i � � � � ili � lilrl ► �lil � ii I 2 34 5 6 7 g g NOTE : IF THIS MICROFILMED ��-�_--�----- � • ... . . 10 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 HZ 1Z 92 SZ bZ EZ ZZ IZ OZ 6! BI 11 91 S1 b I E 1 21 11 OI is 9 1 9 ►IIIIIIII��III��I��I��I��I��IIII�IIIIIIIIIIItIIIII�l 11�'I�N1�11,Il�llll{IlI,�11II1IIIIIWAIJ11111111il�l61111 1JIJ III IIIII mi1111t1111di11!IIiidi IIIIIIIIiuhidiidimho ISI.lJuI1.11I�UIJLLJi1111�11�U11Al�1LU11111111�h111111�11Illll1111UIILIIlIII11 . SECTION 07400 PREFORMED ROOFING & SIDING B . METAL ROOFING & FASCIA PANELS 1 . General : a . Furnish ASC Pacific "Ca 1 -C1ad" ro11 -formed exposed fastener panel roofing system , or approved , pre-painted galvanized steel sheet as specified above ; 36" wide coverage per panel with 7/B inch high trapezoidal ribs 12" o . c . b . Maximum of one horizontal joint per panel . c . All sheet materials shall be from same manufacturer . 2 . Fasteners : a . Furnish manufacturer ' s standard galvanized steel prepainted hex--head screw fasteners with neoprene washers of type selected by manufacturer if panels for the installation conditions for securing panels to the structure for both positive and negative load conditions and for thermal movement of the panels . 3 . Flashing & Accessories : a . Furnish all required factory-performed flashings of pre- painted galvanized steel as are required for watertightness and weathertightness of the entire roofing installation . b . Include roofing- to-gutter flashings and covers , valleys , interior and exterior fascia corners , closures , starers , shelf drips , copings , pitch-breaks , seam covers , drips top caps , and all other items as needed and as applicable . c . Include manufacturer ' s standard foam blocks and sealant as required for completing the installation . 4 . Gutters : a . Provide 24 ga preformed gutters of material to match metal roofing and flashings . b . Fabricate to dimensions shown on drawings . C . SHOP PRIME PAINTING All exposed items of roofing and siding are to be factory finish- coated . inish- coated . After fabrication prime coat both exposed and concealed surfaces of any concealed clips and devices as follows ,- 1 . ollows ,- 1 . Zinc-Coated_Metal : Provide etch treatment , solvent clean , and apply one spray coat minimum baked-on alkyd-oil or approved ; 1 . 5 mil mini mum dry film thickness . 2 . Protected_Metal : No shop priming required . D . UNDERLAYMENT 1 . For Metal Roofing, Applied Over Plywood Sheathing : Furnish 151b . asphalt-saturated roof felt meeting requirements of ASTM 0226 . 3 , 01 EXECUTION A . UNDERLAYMENT Install one layer of building felt vapor barrier over plywood sheathing surfaces , starting at low edges ; lap horizontal joints 2 inches , vertical joints 6 inches . 07400 2 '1 I I t•II 1 I I 1 1 I � I111 I i l l l i ! I 1 1 1 1 I 1 t l l III 1 1 III I I ill , l 1 1 1 1 1 ! i � l l l l l l 1 1 I I 1 1 I � 1 III 111. III 111 III I I 1 1 » I I � � � � � � I I I � � � I � � I � I � I � I I I � I I I I I I I � I I 1 � I 1 ( � I I I � 11 1 � 1 I 1 . • ..._. � - -- _....--_ - - �.,, . . _.. -�...-:�.....,. i 2 3 4 5 6 8 9 Ito i t 1 NOTE : IF THIS MICROFILMED �-•w� - ..,_�.:._v _ — _ __ 2 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO N THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZ VZ EZ - 22 IZ 0Z 611 BI LI 91 SI bl EI ZI 1 1 01 6 9 1 9 S b E I ��a�+ I I Z ��II IIIIIIIII�IIIIf1111�I11111111I111111111I11111111i�IIIIIIIIIiIIll�llN��_I�11111��11IIto III III.I!lll�I Ill.i1111IIlIl.l!II�II�IIl1�I�1(�IIUIIIIll ll1�lIL�tItIIlIt1�1111IIIt11111L�IlII�IIII�IIII�U11��111�1I lltl!l111HAH1l1llu"lullialIOldIIII r SECTION 07400 PREFORMED ROOFING & SIDING B . INSTALLATION OF METAL COMPONENTS 1 . Panels . F l ash i ngs,, Closures , Trim_ and Accessories : a . Secure panels to roof with ribs parallel to vertical building lines using through panel screw fasteners at panel manufacturers recommended spacing . b . End lap as per manufacturer ' s recommendations . c . Allow no perforations to be made through panels except as required for fasteners , flashings , closures and trim . d . Install all flashings , closers , drips , corners , trim and other accessories required for a watertight , weathertight installation . Perform erection using only the panel manufacturer ' s approved .,,ersonnel . 2 . Touchup—of Abraded or DamacLq_Exposed Coating : Touchup factory-finish coating as specified hereinabove under subparagraph 2 . 01 8 . 5 using same materials as factory- finish protected metal coating . C . CLEANUP 1 . Remove from site , all leftover materials , crating and wrapping resulting from work under this Section . 2 . Remove from site , all metal scraps from roof , gutter and ground around building resulting from work under this Section . END OF SECTION 07400 3 • -r 11 � ' � � Ellii �illlil ' 111111 ! � IfIIIIIIIIIIIIII � III � IIIIIN � �� I � fII ��111 � 1I1 � � 1 � 111 � 111 � 1111 � 111 , 111 1 � 1 � f� 1 1 � 1 � 1 � 1 I � Illil I � III + � lilltil 1111111 lil lil �11 lil 111 III 111 111 � � � � � � ..•.».,.-w_ .. _�.._�._ _�....,.�. .. _ _.- ...�a_�. NOTE : IF THIS MICROFILMED ►.....�.,��.._.. 3 � - q �J S 8 1�0 11 12 DRAWING IS LESS CLEAR THAN -- THIS NOTICE , IT IS DUE TO THE QUALITY OF TFE ORIGINAL DRAWING. QE 6Z 8? LZ 9Z 5Z bZ EZ ZZ IZ OZ 61 91 LI 91 SI f, EI ZI 11 01 6 6 L 9 S b C Z I "�� • illl�ll��11�1��1�1�1111�1111111�1��1��11�I��N�.Nl�li�,�lf1��11►1111��1111.��,�,1�.11111111111�I111.�I�111�IJ1��111111.1�.1�k�:1�11111TIt111�tf1111111111�111111�111111u.1�I1.II1I111�1�1U�111�1�I� 1IJ1W,Jill MAY 990 ul�1ull�Ilu�1�� .,..n....- - ._ _. _ _ -_ ......-__^r.+e.•w ,�.....Y- "11' ...-•-�"moi:••—....�a....:.,W.., •�i-......wr..l,_:..�.,.... _._ ' ..._„yu,rNWt6.ri..=w.,.,r,.iM......autf4,y,......r.........w......,............�......_.._..-,....ae+r�r.�i+-• ...«.....�. .. ..... i r 1 I ' 0 1U) W 04 III Z N ti w > I � � Q QZ O w C7 z Ow W CD URG RD - - ► v d . SITE sw 97"e =� W �. ..—j Z ! ��►�` N 1 r' SW 90th V) W In -A 0 CC SW HALL uj 0 — --�--- 0 t'el SW 92nd AVE. = I-- �� > a 0 s C5CD EXISTING VICINITY MAP N a�o N m c_j BUILDING I NO SCALE ti w Q ` 3t 49 S J i ,; ! u I d -- -- _j� s 9 , I CV _ co EXISTING 2) i BUILDING uj E1(I S••��I 1--x__16! 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SITE PLANWo . re Mr 111-09 I n w N /�,� I .. 30 0 u f-- 4- �„�w. ......._..,,. .�. ,,..... ..q �.,� r ... ..��... -. .a "ryrr+wr � • .._ ._ „., .1 ^ 1 1 1 F I 1 I 'I .I 1 ( t 1 I I t ( � _ .. •. _ -,•... .., _ --�-•-•+�......•....�,.....,.�. ,............... •- l , I ( I ( 1 ( I I Ir I I I(I I(1 1(I I(I I l 1 1 1 1 t111' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 I 11 I I 111II 1 1 I � I I I I I I �) I I ( I I IIIIII � 11IIIIIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIII111I ' ) • � NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 10 I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - --- -------- OE 6Z BZ LZ 92 %z tb2 EZ 22 12 02 61 81 Ll 91 91 41 E I 21 I I 01 6 I9 'L.--'1 ..-'9-- SI..--' b IE.- Z I�'■��' 61111In11un111111111111111111111In11n11�111111111I111111111II11111111I111111111�11111II11IIfill IIII111111I11II1111I1JIU1lIIIIlII1NIIfill 1111�11►I�1"'I IIIIIIIIII1Iifilli1111IIIIIIIIilllll�lUlllllllltlWlll�Ulti1111111111l111�llUllllllllll)11llL11111111�IIlllllli'lll�ll',�;;'� MAY11990 .�� ol0 GENERAL STRUCTURAL NOTES O TI SE DOTES SHALL. STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION, — — - -- 80'-0' - - M A THE DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS 16'-0" - 1g'-p~ — 16'-0" — 16'-0" Lu N — 16'.-0" - w N SI:;IFICALLY STATED. IJERIFY DTMEN'�lONS AND EXISTING CONDITIONS, LLIMBEF' GRADES SHALL FIE AS FOLLOWS. E;tCCF'T AS NO1ED ON DRAWING'a:ANOTIF�' ARCHITECTS OFt ENGINEER QF DISCREFANCIES BEFORE JCiISTS, RAFTERS °. 4" NOhI. BEAM:i #:' GI;ADE DOUG. FIF' NGEEDING. THE CONTRACTOR IS RESPONSIPLE FOR SAFE CONDITIONS AT QZIF'L)ST5 �� 6" N(TM. BEAMS #11 GF;ADE DOUG. F]:RTJOBSITE. AND FOR TEMPORARY SUPPORT OF THE BUILDING PRIOR TO _? X 4 STUDS STUD GRADE DOUG. FIRTCOMPL,ETION OF THE VERTICAL AND LATERAL LOAD SYSTEMS. AL.L WORE ;U(J-S. BLOCF':ING Q< BR DGING #." GRADE DOUG. FIRzSLL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. F'fRol,IDE SOLID PLOCKING FOR ,TOI STS AND RAFTI:_;';2 ^T ALL. BEARING WALLS �•�• z O OAIaS: AND BEAMS. PROVIDE BRIDGING AS REOU I REI' BY CODE. 6 W S W LOAD = 25 PSF WIND LOAD = 8�i MPH ZONE EXPOSURE B SEISMIC � 0 UJ U X ONE: C r F TING DESIGN AT 150) PSF TOTAL SOIL BEARING PRESSURE_ AND ?i rr_� NAIL ALL ME MPERS WITH MINIMUM NA I I_I h,l(i TO CONFCIRM TO TABLE 'f'�` L;! OF F' /FT. LATERAL REARING BELOW NATURAL GRADE ASSUMED L THE ULC riN INCREASE WHERE IIVDIC;ATED. FASTEI�Ii=t;`~' AND HANC.iERE NOTED ON 'THE DRAWINGS ARE MODEL. NUMBER'S OF "S T MPSON STRONG-TIE COMF'ANY, !i 1 i Q 1 Nl_ . " AND MAY BE REPLACED W I T H EC!Li I VALENT MOVEL_S BY OTHER us EQ COMPANIES HAVING EQUIVALENT F'ROPERT'IES AND STRENGTHS. INSTALL-. ALL ! J � Z CONNECTORS IN ACCOR'DANC,E. WITH THE MANUFACTURE:RES RECOMMENDATIONS i � L Q F TINES SHALL PEAR IN FIRM tJ-+TINE SOIL. NOTIFY IF SOIL CONDITIONS I J D NOT APPEAR SATISFACTORY . WITH NAILING I N ACI_- F:L': :.LABI_.E Hgl_.FS. � 1 i � S2 N MANLFACTURER_DESIGNED_WOOn TRLIS SES: _ _ WOOD TRUSSES SHOWN ON DRAWINGS-SHALL. BE DESIGNED BY THE � � i uJ ® O RETE: f � \ \ � MANUFACTURER TO RESIST THE LOADS INDICATED I N THE DE`S I GN LOADS Y -Y--T-�- -a--- -- j a. T ACI STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE FCR SECTION ACCORDING TO ACCEPTED METHODS AND STRESSES AS APPROVED 6Y E LDINGS ACI --Z,(-)l SHAM_ FE FOLLOWED EXCEPT ITEMS SPECIFICALLY ICEiO. PROVIDE A MINIMUM OF FOUR SETS OF- SHOE' DRAWINGS FOR REVIEW S TED OTHERWISE. AND SUBMITTAL TO 1"HE BUILDING DEPARTMENT BEFORE FABRICATION. 2W MI IMUM COMPRESSIVE STRENGTH OF CONCRETE AT ^ L_9 DAYS SHALL BE: MANUFACTURER SHALL INLICATE ALL NECESSARY INFORMATION ON ERECTION S2 7.000 FSI AND MAXIMUM SLUMP SHALL BE 4 INCHES. AND BRACING TO PROVIDE FOR A SU I TFiE�LE INSTALLATION. -� i I 04 �' tD _R _T_E_R_E FORCING STEEL_ r S2 U' N _�--------- x �, RE AF SHALL CONFORM TO ASTM A� 615 GRADE 4(). PLACE AND SECU=�I_. d x 4 `t AL BARS PER ACI STANDARDS. — 2 X 10 E30TTOM CHORD BRACES A — 11 V ( p� cLZ LZ P1 a a a m S2 �z``^ .. �� • - s2 � 3Lo r 3 _ o o �`��1 Ci N in in W I I j�, , = j m Vol m m f y 0 O 0 S2 t— • o 0 2 X 10 BOTTOM CHORD BRACES D � o' — -- _ (14 , �- ► N P.T. tb'SlS-1)+p 3 40 �r Aft �V - . � ".s` I%lo G IBE _ 2 1 S2 52 IL E sr E L E V T I O Q (CAST E l�E\/ SM) '� _r►�,J�,.S� __ _ s -- I / EYP \ �-- — Ilb I - o _ \_7-- g ,2 CO = 2'-6" Al X 4'-5" DEEP FOOTING, SEE 3/S2� lid� 3'--0" 111 X 6'-G" DEEP FOOTING, SEE 1,'S2(TYP. AT 4 CORNERS AND END WALLS) _ (TYP. EXCEPT AT CORNERS AND END WALLS) Imo• -- - ---- _ - 8 X 8 PR. TR. POST NOTCHED AT TOP 8 X It— Mr1w fwmr -4 Q TO RELIEVE 4 X 12 (TCP. AT 4 CORNERS 14 PR. 1R. POST NOTCHED EA. SIDE AT T� TOP AND END WALLS) (TYP.TEXCEPT A DCORNERS RAD END WALLS) N n ellf L,luA-i � 1 FRAMING PLAN �1�1 .DDE 1 �✓I - �_ - �of�TN � 1. E V��L.1 � �Ifarrl� .—'�Lc� r1�5♦a�h�Gl a,�s►al►�c;, --s /8" = I ' - o �� I I ; �— - - GI,G�I�R6 '��IQ• t _ JU1 I _ � I 2 ,c IJ pURU N•f`rP f'v''�L Q�rJ�I. \ PSwfsAD .t 04% ir .41 Q I� sS f- SAW uJT Ei�I:T'C� J -1 4 _ J .- 2 A e► rUf-u II%jI I== ' �= rN ``� W op 17CW Sl Irti • I o � p�T �j1�5� IV►IL Q 1 1 � % k,54, l'�'t't7►-1qo D \ G ��►-alNc� wP — PI •plNlsra6fl ,4w�6 '4 miIz >: rJMlxr-) oJB I / SER �; !►'-O'<x ti�4's -- _ J 1 — to � -- - -------- - paN�� off• �,'D p • - �-- ' c-' � �s - p1noG --- 2282 ��07 -- - --� - I sf E ST ECJ C. OLS N n- r o G GU`� �► /��F� V �•, ALATIIJ 0 EG N~ AMES C�. PIERSON INC.C Ill?tk l.. �OP'i 1 a0 I .�. rig commilim s,�, sl � �.,,� � t u a Rn�inee�� ► * I r� � I' �� s w : •«w�. X01• � ,..,.,.►„ ,. .__ _-+. ,._.._ ,.w,.„... •.. .:.::iiP.�.... �z"_ -.�,:.... .,,,#4Jii�w„,•«r......–;..�,,.,,_,._ ., �1; I ► 1 1 1 1 1 1 1 1 I I I I l l t i l l l l l l l l l l i ill I 1 1 1 1 1 1 1 1 1 1 1 ( I I I I I I I I I I I I I I I I I I I I I I I I III I l l l � l l l l l l l l l l r r l III � � ' IIII �� I11fI � lI1�11I1 � 1 ( � I � I � ( � I ( I II�II � f' Ii' II + IIIIIIIIIIIIIIIIIIII1I1I111I IIIIIIIIIIIIIII1Ifl � � . .� ? -. ___..___ .�..--_ � NOTE: IF THIS, MICROFILMED I, 2 3 4 5 6 7 8 9 ILO 11 12 DHh;!TNG IS LF,SS CLEAR THAN — THIS IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. OE 6Z 92 LZ 92 Sz 02 Ez 22 12 0? of BI LI 91 SI NI r1 21 11 of 6 I9----1 It 9 s Ip Ie.- z Ilou” ►II�IIIIInuIlUlllullnulnnlnulnl►Iunlllu�ItI111111I11111111fIluIIIUIIh11�u1�uI1I1111I►�,C<111JIIIIIIIIII!�IIIl1I11NIN11IIIfIIIUIINtf✓11t1�ll1!I1n111nflullllluilultluul111111LIllllil�1111IIILI�1!111111ltWuillll1111WIl�llli>♦1111X111II11ll�1111111llIllUIlII1IIGIIIWIIIH MAY 1990 �- ..r+.....:..�1,:. �_.i.—r.r-.ter•+. -.r_rr..v_..rr.- .. ..v.+nr!-.ri-. .'.�' n"..r.. ......_....._.._... ..riw. .. r S. �� :V I METAL ROOF DECK, SEE ` ARCHITECTURAL PLANS. -- - MANUF. "TRUSS DESIGNED BY OTHERS co w N 2 X 8 O 24" O.C. ON "SIIAPSON" LB28 fs • I• >_� CY W I. > ' 2 - 3/4" 0 M.B. TNRU • • DOUBLE TRUSS •sl Q 2 - 3/4' 0 M.B. z O 10 .1 I' •I I° •I I" Z 4- .1 o L L.l Lu F— I --.z 2 - `SIMPSON" ST6215 EA. SIDE OF 8 X B POST � • O 2 X 8 O 2�:" O.C. ON "SIMPSON" LB28 - — � w z - I 1/2" CDX PLYWOOD W J 's -- 4 X 8 W/ "SIMPSON' HUC48 EA.END (V •. • 'I • •ILo =7j — 1 . 1 d O • J 8 X 8 PR. TR. POST NOTCHED AT TOP TO — / L'V I RELIEVE 4 X 12 SEAM. � 'UI a • •I I 4 X 8 W/ "SIMPSON* HUC48 EA.END r� mil • 2 - 3/4" p1 M.B. !"'• MANUF. TRUSS DESIGNED BY OTHERS 3 -- 'SIMPSON" ST6215 EA. SIDE — 3 - "511,A SCIN" ST6215 EA. SIDE _ 1/2" CDX P1 rWOOD --- 2 X 4 O 24" O.C. OF 8 X 14 PR. TF. POST. -� - 2 X 4 0 24 O.C. 8 X 14 PR. TR. POST NOTCHED -- EA. SIDE AT TOP TO RELIEVE ` `� 4v P =i c 4 X 8 W/-SIMPSON- HUC48 EA. END I DOUBLE TRUSS. Q 4' 8 X 14 PR. TR. POST NOTCHED EA. SIDE 4 X 8 W/ "SIMPSON" HUC48 EA.END AT TOP TO RECIEVE DOU3LE TRUSS. ci _ 4S22 -_ 8 X 8 PR. TR. POST, EMBED 3'-6" ' — — I �r M --� • 4S2 I I I 1 . . - N oeltj 1 4 - #6 VERT. W/ 6 - #3 TIES (2 - AT TOP) I f 4 Lo2 SECTION I I _ i r S 2 t" - t'-o" 3 - 3/4" 0 X 16" BARS, ALTERNATE --- -I d DIRECTIONS AS SHOWN. co � I I - III II (___ Ili _ METAL ROOF DECK, SEE ARCHITECTURAL PLANS. o - I f 2 - 3/4p I I / fd M.B. - — 4 - VERT. W/ 5 - #3 0. TIES 2.- AT TOP) io 3 3/4" 0 X 16" BAR THRU POST, STAGG. AS SHOWN.to � I - 8 X 14 PR. TR. POST, EMBED 4'-O" MIN. —� W 3 SECTION AT CORNER d 4 X 12 BEAM NOTCHED INTO 8 f 8 POST S2 1" - 1'-d •� a I I w I I 2 X 8 0 24" O.U. ON SIMPSON" L1328 j Q 2 X 4 O 24" 0.C. �--- -- Z) 1 2 X 10 BO', '1M CHORD BRACE z 1--- W/ 6- 16d AT 8 X 8 POST do - - 'SIMPSON" U210 AT BOTTOM CHORD OF TRUSS. Lu / - 8• X 8 PR. TR. POST NOTCHED AT TOP + I I TO RECIEVE 4 X 12 BEAM. '1 r Lo - 4 X 8 W/ "SIMPSON' HUC48 EA.END 3'-0" p! - VJ i Lo 2 X 4 O 24" O.G. --- _ r- 0) 2 X 8 W/ B - 16d EA. SIDE - - --- SECTION _ 4 ELEV. AT END WALL �+ All1 - - - --- RIDGE AT END WALL C� 2282 2. S2 - S2 _...� T EN C. OLS N n t• �� • , � ➢AMES CPIERSON �114C UALATIN, OREGOConsults^s.sffYCIW./n.a�� S2 / O �M�M f•t�/A.•w•• F OF n� Jill I1 I I I I I I I I I I I I I I I ( I 1 1 1 1 1 1 1 111�11��11�111I111�1111111�111�1111111�II�lil1I�111111��11111�IA111111�111(11i1i1111Ir�IlIl1►1JL NOTE: I F TH IS M ICROFILME D I 2 3 4 DRAWING IS LESS CLEAR THAN —---^� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL VRaw?NG. QE 62 9.? L2 92 SZ bZ F,2 cZ 12 02 61 81 LI 91 SI til EI 21 11 01 6 9 L 9 S b E 2 I ru�nnlnn�unliul��nnlnn�milnl►�u1111u!iunIUII�Ilu11uI�Ju11111��11►I(1111�i111�IIIlI11lI�IJIiIIIII�U�1�1U111111I1111�IIIIIIIII�lutI1111�1111,nII�mIIInII1lulultlufllllulnlllUI�F111IIIII�U11111111111u1111,1ll,1111llJtllllillll�IWlllll�Jftlllill�lluLIuIIIIIIIIllhm MAY 1990