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SDR29-84A
POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. ,.` . O CS�t'44 r' ;,-. 4.�i., Mrj»1,u {)�. +" aaWdnr� 1v!.ry'• « a4 „, � �V „,,,,,,,„.;.,,,,,,,,,;,,,1 i► k ' t-rrV r ( ;, b',.�, 4vro A. 5, �µ�u4 t :4 «. ... ! .u� 2/�,�/��,(}(}''�.ry�!y''y�* �b~. .J p a 4,..\„;',A 4�}/� ?Mw-,ri r rAy_.c SW'.rP� «I- I..., �Q11✓N.1 4,/,'Y goU ��,o , rs " + kr 1 1r .'nos Z1e,� �1' y „ ... .. `� �7,L�Y ;t R 333 i , 4•, to ',,'G (2$n' 21)2k.,',. -0j� MEP.,9. 4)'r,'4 ,�r{ ,p• 17,, � � 4 t r y+ fQ,, r�' �+„n�'�:a'w,a�'k,w�«;:»,L�1, k,.,,f^lkvis,.lr"xFin+'afe.t�l ,yk M Y t r tt r r J,a, 're.• �' cv ..+...»�..w,4.L..w.4.' 4 -+a,,,,w,ti•-..r�i1�' i�,R ., ..sirw-k., iw;,.�,`.iu+vnwwM��.,.s•«.....�bkic..,a,�.�»�.,a....�r.% ” ' _„a._..,.....Y..._....,.ak,.»,,.....:i,,.,.,..._.ad a,.i wzr» w,.........,.,1 x., ,-.,,.:«w........•-..w..,..4.:,,,,-»,,...44i...rk..„/.».. r� a ', ,1 C '.{■ ,»«..w„w,:,�,.�-.:2...�...,.,J�„...,«c, i..w:..,..,,,ur.�L4: .,..n.;.:ui'., r..4rk..../,.`-ar,,,,,,,,„,,,, ,,,...w.,..., V..,,'∎'',r..r,..,,.aum.,...4...,,r«,i_,'.,,,A4 ww.:,,. r:,..,...r, ..4..,t,rwr+..t,”, • . • 6l. ■ Rry. u e w . ■ t i h i kt v. , • �1 1 ' a , nr rA. • • • SDR FILE CONTENTS 6--Le 1111-P Py SEE ALSO /9;71..-0-' LEFT SIDE � . RIGHT SIDE w.. . rop !rty Owner Assessor~ Map/Maps/Preliminary Plat . , P (May be attached in envelope) ..-9 Agency/NPO Request for comments Legal Description/Deed v" Affidavit of Publication/IT __. Letter of Authorization /Apriiction Narrative/Correspondence with Applicant Affidavit of Mailing & Posting _ Public Input with copy of mailing labels Notice of. FinalFinalDecisionDecision enc NpO Comments .s Correspondence after approval .�,w.APPEALED TO PLANNING COMMISSION Date PC Minutes FORWARD/CALLED UP TO CITY COUNCIL Date CC Minutes, Resolution or Ordinance NO, • SUMMARY Approved w Denied , Date Oate No, of Phases Size of Lot r Cross Square Footage , Special l Setb ks Residential. Co iiMerc is kL/dj/(061 iP)1/4/t3 /: .... .., �....,-.,.,,..,.,,a......,............. .... .., .. w .,,., .. ., ., .. ....... _ . . ,...,., .,, a ...,_, ,.. .., .., ,N, .. .,„ .. _ .. ,,.. r d -. . u • a ,.. .'' `i,S—,s u CITY OF TIGARD, OREGON MEMORANDUM ,,e,, TO: Keith Liden, Senior Planner April 24, 1986 ( iii(:)- , FROM: Bob Jean, City Administrator SUBJECT: Civic Center As you are aware, the City plans to start moving into the. new Civic Center on Monday, April 280 1986. I understand that you have raised concerns about conformance with conditions of approval of the Site Design Review, , ' and Minor Land Partition. The status of outstanding conditions is as . follows: 1. The shrubs and trees Lobe installed as part of the landscaping plan will be installed on 4/26/86. The sod will be laid on 5/2/86. I Landscaping work to be done on the Slope will be done prior to 5/12/86. 2. The required trash receptacle will be on site on 4/28/86. The receptacle will be placed on concrete and will be screened. [. 3. The joint use and maintenance for the common driveway access . " ,' have been filed with the City. .' 4. A temporary access permit for S.W. I3aI1 Blvd. has been requested i from the Oregon Department of Transportation . A 5. The on-site paving will be completed prior to occupancy. .4 Please contact me if you require further information regarding conditions of approval for the Civic,' Center project. . r , • , „ ' 1 . i, ., y ' p I li . .:. ...;,,-. .. ., .. ,..,. .,... i ,., ... ..... ..... a..« ...._.,,..•• ,,..,,., . . ... ., ..,,. i y 1 • MEMORANDUM CITY OF TIGARD, OREGON TO: Bob Jean, City Administrator February 26, 1986 FROM: Elizabeth Newton, (N ' Senior Planner , 1r SUB;YECT Tigard Civic ',Center d As the date for the completion of the Tigard Civic Center approaches y ou should be aware that there are still conditions of approval which must be, met prior to issuance of Occupancy Permits. Those conditions are as follows: ,; o Joint use and maintenance agreements shall be executed and recorded on City standard forms for all common driveways, Said agreements shall be referenced on and become part of all applicable parcel d deeds. Said agreement shall be approved by the Engineering Section r' prior to issuance of Occupancy Permits. ,, • • o An amended site plan shall be submitted for approval of the Planning Director prior, to approval of Occupancy Permits which includes the following: a. A minimum of 54 standard parking, spaces (9 X 18 feet) . The a remaining spaces may be designated for compacts (0-1/2 X 15 feet) . • b, A minimum of 5 secure bicy cle rack spaces located near the main i , { i�i entrance. The rack location and design shall also be approved, by the Director. o If art LID is not formed for street improvements to SW Hall and Burnham prior to Occupancy Permits, a 100% performance bond for the cost of the improvements shall be filed with the City's Engineering Division prlor to Occupancy Permits along with an approved set of public improvement construction plans, o In addition, the revised landscape plan which illustrates the •� actual site submitted .. p ed to to conda;t�:o the Planning Division for conditions should be approval. Yoe r immediate r to these outstanding d , o..ndition n s Will ens ^e issuance of Occupancy Permits upon substantial comp letion of the building s • r EAIJ bs15i • 1 1 C,it'l S-\) - mi/,--4 i, AFFIDAVIT OF MAILING STATE O STA OF OREGON • County of Washington ) ss. City of. Tigard • I, -�'ieb1,42 �, f,X e44: , being first duly sworn,, on oath depose ___3_,and say: (Please Print) li That I am a ,;e. 1 I for • I The City of. Tigard. Oregon. That I served notice of Final Decision N,I . for City of Tigard ;Planning Director of which the attached is a copy (Marked Exhibit A) upon each of the following named persons on the, /.,,at day of / . 0. .%rr.� s�'""198 , by mailing to each of them at the address shown on the attached list (Marked Exhibit B), said notice as hereto attached, by posting on an appropriate bulletin board on' the / .tday of 0' .a./ , 19, .1'and deposited ih the United day of 198 postage St tes Mail on the ✓ �, y � , . . prepaid, �a !,�,, d r Y -7Eit4 /,...„.. ...7„Person Who pos . '"bn Bulletin Hoard Person Who delivered to POST OFFICE' sworn to before me oh the 5M day of _ fir-. '- , 19H,. , ' S�1bYi #cIlr�a bid and , ..* tip, .',1,{ A. i J °ci'. r7 4 �� I .. ;,,t: 0 /U-0-14-41-10-, (,,,:61-4 i .." , , p , p° NOTARY PUBLIC or OREGON � Wye0,,.' '? 0'0q b,AFB',' i, -, „+" ' " a.My r biiii.o4'3.on E pires; ,.. 2 a . (P257P) l II i ... , r•.„ ,„.,_...�,. , . / ,,, (,0,‘,4, , , ,,,,,,,,,,,, ' ' ' ' ' : CITY OF TtGARL f' , Ili `q + O' DECISION �y f�,t 1 SITE DEVELOPMENT REVIEW SIDR 29-84A AP l.,S,CATIOAI, A request by the City of Tigard to amend the approval issued on October ,:L8, 1905 which deleted conditions 3 and 5 and modified conditions 6, 7, and 8 which were attached to the approval of SDR 29-84 on February, 7, 1985, The property is zoned CBt)'' acid is Located 200 feet south of SW Burrahani on the it side of Hall Blvd, (Wash, Co, Tax Map %$1 20A Tax Lot 400). The findings and conclusions on which the Director based his deci,sIor, are as noted "'' below DECISION: Notice� is hereby e by G i v " that the Planning" i Director "U^ the City�1 J ' ;.... Tigard has APPROVED the above described application subject to certain • • conditions. The findings and conc1,ugi,ons on which the Director based) his decision are as rusted below. A. FINDING' OF FACT ,. ■ 1. Background m On October 18, 1985 the Director r ector o f Planning and Development deleted Conditions t a crs and a and modified edGrac Conditions a ri , which were attached to the approval of SUR Development 29.84 On February bruary 7, 19$5 the Director rF C Community pi o ved aS ate Desagw Review and Minor Land Partition application with conditions, On March 11, 1985, the City of f' Tigard Hearings Officer approved a Sensitive Lads Permit request with conditions', The Sensitive Lands Permit allowed t �i plac ement�n��rt of approximately 76 cubic yards of fill within the ,100 year floodhil.ain of Hanrir Creek, Vicinity Information �.. The property is located on the west side of Hall Blvd, and northa , of Ft trim+ Creek. All the adjacent properties on the west side oi" the street aro also ztaned', Chat) arid are partially developed The • land east of Hall Blvd, is zoned lr—L (Light Industrial) x—L (Light Industrial) is us+tad by a bus company, 3 , Site Information d Proposal Oesc�iP t arr Construction of the new Civic Cantor facility is currently underway, The contractor estimates at,es the project will be completed in lat e J'anuary of h� 3 � h Ha y i$ attempting to o form an L.I.D. ' f for street improvements along Hall BlEd. AsS1hatg the L,1r0, is formed, the street improvements Would be completed in the spring of 19864 To accommodate the timing of the L„,I,I]1 , some of the original conditions attached to the approval al of •the .�ite t,)esign Review have been modified, In the event that the L4:t,i�, i. no n forrmed,improvements however there should be some assurance that the Rµe Iuir ed , street improvements will be installed, • NOTICE OF DECISION — SOR 29-04A . PAGE n 'n L I' • • • 4, A;. ertc and NPO Comments •The City of Tigard Engineering Division has expressed concern that the City have som ► kid of assurance that the street improvements • will be installed, ,, B, ANALYSIS AND CONCLUSION V The I•• I,b. as proposed, plans for SW Hall Blvd to be improved p ravcd on both ath sides from SW Burnham south• to SW O'Mara Street all at once instead of ., ... in z piecemeal fashion aas develop i eAlt occurs Construct ing the improvements as one project is beneficial to the community as a whole because piecemeal street improvements carp be detrimental I:to the overall traffic circulation system, The street improvements are required and justified therefore, should 'the ti•;I,C), not be formed The City will • still be responsible for constructing the required improvements,. A condition should be added I to require a,l 100% performance bond and approval of construction l ans by City' s sn lnte a � Division should the L,X,D, not be formed. , C, IJE::Cis/0N The Planning Director adds a condition to the approval granted on October 18, 1985 to SDL 29-84 and MIT 4iiw84 as follows: 0,) If an L;X t), is not formed for street improvements to SW Hall and Burnham prior to Occupancy Permits, a 100% performance bond for the cost of the improvements shall be filed with the City' s » Engineering Division prior to Occupancy Permits along with an approved set of public i improvement construction plans, • This approval is valid d exorcised t within one year of the final decision date, noted below, D. 1R.)CIaDJt E: x,, Notice: Notice was published in the newspaper, posted at City Hall and mailed to: The applicant & owner XXx 0wrters of record within the required distance ,iW:N{www4»»•NH»w»•W w .„�»».�I „�••,•}C�� The af fected Ne i• h orhard hl.arytn3,ng Organization XXX Affected governmental agencies 2, rinaj boca sion t 1"'IIt: I:)EC.X,XON `'HALL 8E,1 P"X KCAL, ON 1:1;/1.21`8 a aid t t Fr r i'i UNL J P. AN ', L.wN.•.+«..•.i..«.w.uu».•.•,.»w.1.w...•.w6u:.u..,..:.».u:»»•.q»a«»ww»....». APPEAL IS rIL;O, Ili t\ NOTICE W I DECISION — y I 29-84A J PAGE' , I , I , , ' NIPFX.EWMN, 'tlf)\ i 4(41;,(1. Ir Any party to th ► decision may appeal this decision in accordance with Section 18.32,290(A) and Section 13,3.2.370 of the Community Development Code which provides that a written appeal must he filed with the CITY RECORDER Within 10 days after notice is given and sent. ,i f ,,t� The deadline for �filing of an appeal is 2:30 P.M. 1.1.112/3a� : 1 4, gu sti. ns: If you have any questions, please call the City of Tigard Planning D partment, Tigard City Hall, 12755 `;W ''h Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171, r'rf r r r The Planner RESPONSIBLE FOR PREPARING this report '�' M . t("1,/21 , r 2, {r . Elizabeth A. A1Owf»ari, Senior Planner Oat . 8 ned t, r ' � ...w».. ,�»(�i.».».w.�.»WM:.. ».� �w+w» . r..N.�»w...r:...»»Mwt»w» »w..»...M.w1»»»w wN »M .w.»».Wl.»»1.»wFirNi+ � 1n William A. Monahan, 1)ir; ►ctor of Planning & Development DATE APPROVED (E AN:I:� /2047P) I; 11 • i I �° � t r 4✓ 1,,,,1,,,, �' �(It \i it ,', f r li , X, . ' 4P4$4 4 / ' ■..„,/, _J.' re '\e, ,,,,,,, *AV 6,44A6, * \I L.. --''...A ,.\ 1 /' r ,,e\c , '4'..' j. ,.7 , --w- 8111011(,,, : NI, ./ i i,, i r 1 C 1 NOTICE or DECISION - 8DR 29-846 - PAGE 3 , t1 1 �, fzn 1 I/:. \ ..., r! - . . . J I I 1 \A 2755 X7:1"1►. 5H v >d' , ' Zn rn,,< t' • �.�. 233 7 FEB �'"" r '4',', r • TIGA,RD OR. 97223 . it , ', 514,.;~ ; : 1' �' �' V Y. r D ,9d4 '4 ' � T k ,�f �'� -.«,. N1` i fi,�'i,�rr.F'�J � � .f ,.,,,„•••,,, r,, ,!", ,, };;wc a 't k'K,lr A''s I 4 tn , 1{�Y Yn,M' , c ,. ra` ,...L' P`1 f b k S TURGI -, IT1 tF? M �, . �.O, goy�2339T � � �,,� �F � �� ,(-1---)Q,' TIGARD, oPIEGON 97223 r.. ra yt�F; a .E � 4 {� ,P '•,,l, IYt?;,4 r,r ;iii',* w :., a ; • r'' a w 4i u J�,7rytl Gr���r� ��t/,i. „� 1■ � jt yxNnl�h A rr ' �' r�n`ri � v A il't �Y , d e Yi k,,,ji ,,,,: .. fir 1C' i'ill;liAfELY :.„„„1„, [ . , ,� Ti V uc w �.Al� ti' ,w. • P,O, BO 23337 ?),,r• ir"ti i. ,�l ar' , TIGARD,OREGON 97 >3, r , ,„;.. ,.. } 0 �' 1 l: l "^ Atk«* sq;,„,,,Ik atM+M a 1ww..,.,,.1°i, x•1�w„MtYw�uw'IH 'W� yy�y��� �wy�,_ I. 12530 W Hall Blvd a.. ,i/ , Tig- d, Oregon ?42:4 Ei 40 A, i Sri s i '''''''''.1.:(!',4).”) 0`'+!, 3,t11,84 i N. YI 4��/ ' , `'0,5 I - ,,)”" �ul r kIiiY �1ii4, "1'0 1,r e} i 1.' 'Nl �. i " , r ) „7 � , ::. , - . i'4,0 (1i'l l '�Ii YtN(� (,)111t1 I Y 4i; t :t.Ii:i� i. '' U � ,'I.Ii4 I iH1..,I;:; Y I' � ii'1� I ' , ,,, . , , ,, {{ 1, , {{`` jj `` dd ,,,, u 111. itt .tllitttIttlitt,11„1 .11 , ,, „ , • I I , \ 7 1 4 M.r�. . . ..,t:.I,.„....:�».,.i..,,._..a..lr...,-..._.w:...�w,..l....,.C..,,..,_1...�:... ...........�.........,,,.. '.........-..,,..r,.....:,....i..-,,.0 :;.,.»., ...,,..�.,....-.... ..,....-....,.,............,,..., .,A_,.,.,...,.:...�,......,^...,..........._..�..,..... .... .z ...,.,._...,,,,,. ......,........+._ 'uWe .,k.,..,,_e.,,.m't... COMPANY PUBLISHING �ega� P.O.BOX 370 PHONE(503)684-0360 Notice 7-6 5 41 1 . BEAVERTON,OREGON 97075 w Legal Notice Advertising U �/•)� 1 , • City of f Tigard 0 L7 Tea,rsheet Notice CITY .iitiAriv PO B1ax 23397 * 0' Duplicate Affidavit , T i ga:rt'l , OR 97223 o , a , M df�..-----i�..• .- .�... -- s+r ^r- ,w 'r-r�',I. l"y M`"""''r•wa. ..ra},;-—;n•-,4�...,N rya. ��, , t{r.m a, �} y ''� -'.4'4•,;T.,`,f-4,,-•,. .y'^✓. ^'',1.1$. 4' r t- Y. _.Yr,, 1,.�',.LN e;1iJ 'i�,,it ;,,) S' �. Ir CyYI'jr,,, ,: n a , 8��1~IC�AVI ' OF PUBLICATION � r I,t ':: :,,,,7-, �w W 1,r 1;4 r 4'-i+. 'R7; t/��(q� �`J"d M r �,�5� :, 5.� �^ y h"t f,,1�i dl�'IC_ .,'p4� ••*".,� 'a' 1 1 �� P S',w _ STATE OF'ORFO�I�I, ) ,}'s .:; ! 7$ �+.yx ',W •' ' ,�1 �`ryll� Vr,f, ,. „1" ny"rlli' k,.,�+y, +� '4 t q. ,s �: r �ss� y`�iliiai °Fri •r 4, ',,+' ��a„4F,,'1l' ,,,h' Y 1 1.,. tii^a t d. a, r 1 iii COUNTY OF WASHINGTON ,ff �W,U. r� ,P, •,, v*l OF ;f. c. �y qii uW1 i A. k, . �'- M'W 6i ,";,, 4 tT. 1; �J �:"!t{a+ r i'Jrx 1C1., 1}, 4J , —� ..., e l k M� 0x3•!w}i. ,,A i;a t(! J ` Theresa Butcher K,ttta. ,, ;„� . , 1, 1 9 5 + I I .. �;.11..44, 1+�f,+y'�, fly 'Yw �4.. o+F�'k'1}; 1 1 y1 Una ' �.� ” 'r i�i GGl t.;,.1,,_r4. ' i� y^1—'-M• first ��r �ry pl depose r� ��v �pp�L I yy 4Y7'J yjj�,y''',, t!'. r k,;�qµ v4.� ��� '��,�. � ,/�; ' �� being first dilly'sworn; depose and say that I am the Adve�`;tisint,1 a1 ."41-, �7ir,,.+�+,1�,'W,f'•.,�,! F;,w", b. If,,, l t,� fi,"Y,, S{,,,,, ,,, .. i✓,F . !I p ,,,,,k,,,,,,,;;)-!,',+ p , I > u Y M� r,, rid r,S« X.1, 1 ti Director, or'his principal clerk,, of the Tigard T 1.111 e'-----a , "' itr,,,,a8 r,§, ,„, a�,, , :z', ,4, ,,,,,„. ;'�,.!7'�i' , „,;:if,,,, a newspaper of circulation as defined in ORS 193.010 c,±. T ”. ''':',,,,;',;111"''t 4` ,S , t,, ti; :: � ,�,y.ak� 1�-,-y W' '�1� •i 'il'��tt ,, „ �' M�'i'Ai!'�%�"i:�'r �J:� 1' � '�Y pz„."� ±.s;^ and 193.02 k,• d~ "�O� published at Tigard �in the r,, r ���; °�� :�, , ���" k! •a�'4 w ,, .,k , + , a I .''11 aforesaid r;�ounty and state; that the x",.E, 7& .. r? ,0 ,xr ; 1+ ', ;`,> r� rl '•I ',W R 1r4' + Lei rli a,, >» 'ri — PLACE UNDER CITY OF TIGARD LOGO , a SITE DEVELOPMENT REVIEW SDR 29-84a CITY OF TIGARD NPO # The Director has approved with conditions a request to amend the approval issued on October 18, 1085, which deleted conditions 3 and 5 and modified , conditions 6, 7, and 8, which were attached to the approval of SDP 29-84 on February 7, 1985 The property is zoned CBD and is located 200 feet south of SW Burnham on the west side of. Hall Blvd. (WCTM 281 20A lot 400) . / z>4/\‘. ,,, ')\, ' , • /' / / / )\441#. 1 \ N, \' 0/ .7/\'(,*;' ‘.>,er 7 1'‘ ;I / .* . 4 .'", \ p t ^ 1 l7`�v ...\,..,,..9.,,,,, i ..' 1 n t+ may. : 4 k 10V 1 t'9. , ,J h , s ? a \ �., {d;; "f•� rt , The adopted finding of facts, decision and statement of conditions can be . 4, obtained from the Planning Department, Tigard City Hall, 12755 SW Ash, P.O. . Box 23397, Tigard, Oregon 97223, The decision shall be final on November 12, 1985, Any party to the decision may 'appeal this decision in accordance with Section 18.32.290(A) and Section 18,32,370 of the Community Development Code, which provides that a written appeal may be filed within 10 days after notice Is given and sent, The deadline for filinc of an appeal is 2:30 P.M. November 12, 1985. ' The hearin g on, an an a zeal will be De e 'Novo; p� TT Publish 10-411.05 2050P ( , I r 1 It. , ' .11 • • � VIA CERTIFIED MAI—,' . .RETURN RECEIPT REQUESTED R. D. SCHMITZ Route 3, Box 272-S Sherwood, Oregon 97140 ' 23, October, 1985 � � 49�� . CITY OF TIGARD, OREGON . Director of Planning and Development ' 12755 S.W. ,Ash Street . , P. O. Box 23397 Tigard, Oregon r on� 97223 g � Attention:'" WILLIAM A. MONAHAN, Director of Planning & Development Reference: City of Tigard • • NOTICE OF DECISION Site Development Review Soo 29_84 • Sir., I wish to express my grave concerns with regards to your group's decision to disregard original site development guidelines. More specifically, I refer to the deletions and modifications presented in the Notice of Decision of October 18th, 1985. Let me address each: 1. Deletion of Condition #3: As a business man, I would never buy or build �, without knowing the costs. It would appear, however, that you are deter- . mined to go ahead with this decision, and going ahead without the benefit of reasonable constraint. 2. Deletion of Condition #5t There are many changes that are taking place, and will continue to take place, due to the construction of a new City Hall f . and, a "professional planner" who chooses to ignore or dismiss engineering I approval in an undertaking such as this speaks Very uncomp1 imentarily of your planning commission 3. Modification of Condition #6: Here, again, it would appear, from the basic .' facts, that you, as a planning director, have taken a position 'above the law , in that you intend to occupy a structure which has no provisions for 47. alleviating the destructive impact of this move, specifically, rno required street access! In fact, it would appear that you are completely ignoring 6 the problem of SxW: Hall, Boulevard traffic. Why have you not used the traffic account that the Tigard residents have paid for? Do you feel no responsibility for endangering the lives of the people who use S. W. Hall Boulevard every day? If not, then what about the lives i;v,es of Tigard City • employees? What is it that is so important, more important than lives, that you sense and ahead with the occu- ancof a a tobando►. commons has coerced ense d go with tai p y structure or complex that is not completely ready for occupancy?final item address, t ment 4� � There is �a fin � ��7� Wish to � , it��is, your s ate , Under���"Analy-,; sis and Conclusion', wherein you reference a LID that is at best, unacceo- table 'to mews a landowner, and unacceptable to other property owners Wiy Was refere intention and if this served If it � ilemee� this LIDS f as 0 i f decision, then I, wish to Page 2 , City of Tigard, Oregon Mr. William A. Monahan Oct. 23, 1985 once again publicly state that: 1) I am not interested; and 2) I will not participate in an LID for S. W. Hall Boulevard and/or S. W. Burnham Street. In summation, I would suggest that the planning commission:, yourself included, ' carefully reconsider the next move, that of occupying the nef4 City Hall corn- plex. This letter is serving as public notice of the following: If any of my employees, family or friends are injured on either S. W. Hall " Boulevard or S. W. Burnham Street, due to the traffic impact of the new . ° City Hall complex on S. W. Hall and its' incomplete, inadequate street provisions, I will personally go before the courts and ask that the plan ning commission, again, yourself included, be made wholly responsible for r' the injuries and/or deaths, thru your acts of negligence in this matter. Lmili ... It has always been my firm belief to live in harmony with all my neighbors and friends, however, the exceptions to that belief have been those who number them- those who believe they are above the law and selves among the "elite", e.g. to rules ynd regulations; of the cm- ', therefore do not need to live by the accepted a munity. Further,; I believe that anyone who panders to the idea that he/she is ,. ' above or not subject .to the laws :of ta co;mmuni ty,shoul d not be allowed to serve in the public offices of that community. ' sincerely, 4 1 R. D. Schmitz, Owner Property at S. W. Hall ) and S. W. Burnham Street 1i ` igard, Oregon 11 cc: Editor, The Oregonian (11-15-85) r Editor, The Tigard Times (11-15-85) , I • i „ , • • , 1t he` I C;9' 67( AFFIDAVIT OF MAILING STATE OF OREGON, ) . County of Washington to ss. n'� City of Tigard 1' • I, grv. (" � � A �. a. , bei.ng fir�,st; du]."y s��arn,, �r�' aath, dep�,se �' • and say: (Please Print) That T am a 4 iM,. ' . for The City of Tigard, Oregon. . That I served notice of Final Decision for City of Tigard Planning Director of which the attached is a copy (Marked Exhibit A) upon each of the following " • the I named persons on 8 1!'! day of C 1'D 198 , by mailing to � 4 ' each of them at the address shown on, the attached list (Marked Exhibit ti),' .1 said notice as hereto attached, by posting on an appropriate bulletin board on , the f5 /1 day of �.� 19E35 and deposited in the United States Mail on the 1O day of G 198 _, postage prepaid) 1 , 141, I ELUt4/1,1' 1,1(112114. lif1117 it Signature r Person who poste. on B ll.et (n Board Person who del'. bred to POST OFFICE • l.�t t yx n .' sworn to before re to - �''`� � •,, � 108,5-, me d the � :��.'�...�,� day of '� � 1;) t w N � a' r �n, 1 A NtYIAFBY PUBLIC OF OREGON d0 M. pommissian Expires: (0Z510) F) . ,.,..., • P • } CITY OF "rIGARl) NOTICE OF DECISION' _ SITE DEVELOPMENT REVIEW. r R 29-84 , Conditions APPLICATION: A request by the City of Tigard' to delete onditioris 8 and 5 and modify I,,raruai.tic'ris 6, 7 and 8 which were attached to the approval of a site design review to allow construction of a now City Hall, Library and Police Department. The property is zoned CE3Cl and is Located 200 feet south of SW Burnham on the west side of Hall. 131'!d. (W5tsh Co. Tax Map ZS1 ZDA 'Tare Lot 400) , The findings and conclusions rate which the Director based his derision are as noted below: I ; DECISION: Notice is hereby given trat the Planning Director for the City of , Tigard has APPROVED the above described applicat;i.on subject to certain Mk'' conditions, The findings and conclusions on which they Director based l' his ' : deLision a1re as noted below, i F A., I .I.IVI I G OF FHCT 1, Background ,w 1�� � � � ��� � � � On � � v { ° j4 r 1 ' , 'li On February y, 1,98.a the. Director of Planning and Development . approved a Site (Design Review and' Minor Land Partition lapplicatiorr with conditions, On March 11, 1985, the City of Tigard and t earr:i n s Officer approved a Sensitive Lards Permit request with conditions, The Sensitive Lands Permit allowed th ► placement of ,, ' approximately 76 cubic yards of fill within the 100 year fioodpi t.n of Faanno Creek, 2, Vicinity Information t The property is located on the west side of Hall. Blvd, and north of Fatnno Creek All the adjacent properties on the west side of the street are also zoned OF 0 and are partially developed, The land east of Hall IBlvd, is zoned I-L (Light Industrial) I •L (Light, • Industrial) and is used by a bus company. , Site Information and Proposal Dese riptioi'1 Construction of the new Civic Center facility is currently underway The contractor estimates the project will, be completed in late January l of 1986. the City is attempting to form '6111 L,14 I:){ for street improvements along flail Blvd, Assuming the L,1,C}, is formed, the street mprovemehts world be completed in the spring • iof 1986 To accomodate the timing of the L :t ID , some of the • original ior. . ` I 1 « l of the Site Design • �° conditions'�s atta<cl�r�a�l to the a��r�=,,rrar +�.��f' t,l�r 1. • Review need to be modiPiled 4, Agency and IltPO 'Comments 4. No comments have been received regarding this proposal, Ia il I 1 ' 01101IC. OF D ,CX,Ixo l win S )R 29-04 ,,- PAC3r. 1 I i I , I r' , I l 1 ^ I t':•". ' (4f, B ANALYSIS AND CONCLUSION The L,3:.D, , as proposed, plans for SW Mall Blvd. to be improved on both sides from SW Burnham south to SW O'Mara Street all at once instead of in a piecemeal fashion as development occurs. Constructing th ► improvements as one project is beneficial to the community as a�� whole because piecemeal, street improvements can be detrimental to the overall , -' traffic circulation system. n C. DECISIOOltl The Planning 'Director modifies the coalitions attached to tin ► approval of SDR 29-84 and MLP 4-84 s follows:, , l.. DELETE Condition which reads .—.: n . "3 Five (5) sets of flan-pr ofile public improvement • construction plans and one (1) itemized construction cost estimtar4e, stamped by a Registered Professional Civil Engineer, detailing all 'proposed public improvements small be submitted to the Engineering Section for approval," 2. DELETE Condition `!a which reads't "5. Construction of proposed public improvements shall not commence until after the Engineering Section has approved ' public improvement plans, The Section may require posting , of a 100% Performance formance Mond and the payment of a sign installation/streetlight fee (also, the execution of a ■ state street opening permit shall occur prior to, or cony concurrently with the acknowledgment of City,-approved public . improvement flans.11 1 3 MODIFY Condition #6 to read "6. Additional •right-of-way shall be dedicated to the public along the Hall Blvd. frontage to increase the right-of-way , to 45 feet from centerline, The description for said , "dedication shall be tied to the right-of-way centerline as �� I established by the City ofd�gar d. The nc deca c at ia y document n t shall be on City forms and approved by the Engineering . Section prior to the issuance of Occupancy Perris;.ts." • • 4, MODtF( Condition #7 to read*, I . a�" y `oiint use and maintenance agreements shall he executed and recorded on City standard .forms for all common driveways, Said agreements shall be referenced +;�1`� and become part of ,+ r,.' e parcel 8 ' a'agreement shall be a p l�.�,,a.c�l,t.. aall^t �.l .ta���'� � all � approved by the 5ngineeri.ng section prior to issuance of the Occupancy Permits." i I , 'di NOTICE o�� .aMl'XArgrom :ur. 8OR 20-04. �:.1/' PAGC AN. , ,J4 I °. r . ° y n • .... I ` i i, I 1, 5. mgptEY Condition #8 to read: r b . 8, An amended site plan shall submitted td f+ r approval of the Planning Director prior to approval of Occupancy Permits • which includes the foi.i.owing a, A minimum of 54 standard parking spaces (9 x 18 8 feet) . The remaining spaces may be designated for compacts (8-1/2 x 15 feet), • b, A minimum minimum of ! secure bicycld rack spaces i,.�cat .d near • the main entrance, Tlnt rack location and design shall_ also be approved by the Director.19 This approval is valid of exercised within one year of the final decision date noted below, w 10, PROCEDURE i.. illrata_ce;, Notice was published in the newsPapc►r, posted at City ' Hall and mailed to i X X The applicant & owners XXX Owners of record within the required distance ' ?� }� The affected Neighborhood Planning Organization XXX Affected governmental agencies 2, Final Dgci.sior ; THE DECISION SHALL BE rxNAL ON __October_ a8 L_i.985 UNLESS AN APPAL IS PILED, OPP.9al: I , Any party to the decision may appeal this decision in accordance with Section 18, 32,290(A) and Section 1$ 2. 7O of the Community Development Cockt which provides that a written appeal must be u • filed with the CITY RECORDER R with i,n 10 days after notice is given (' I and sent, The deadline for f i i;i.tng of an elopeai is 4:30 P 10/28/85 4, quett,i.gpst If you. have sny , qu s t ions, please call ;h i City of Tigard Planning ) a Department, Tigard City Hall, 17 755 .:, W Ash, O 3o 28897 i Ti Tigard, O � �r 77227, 689-4i71, ' • yry f 'I...a..11.,. W.r...ilw.. .. M.r...ywMxwNF....H•••'..1.{ t..y.w...l«a...ww...w.k11Ww,YW1 W.......Mh..M'., NN .♦♦'...o+M...M. }.I..•.) MwWMM..M71iiwMilM•J••,wrwWl.Iw.....IM.1.MMN.'MN.NMi' `k isaarrr s Monahan., Director of Plannini3 e4 Development OA'T APPROVE`q (E8L x lit"/Zoi2p) 1 C .9 l� [t(O TJI.0 or i r.c3',3toN - SD 20-04 — 'mar. t (' I 0 6 • .. • I o r PLACE UNDER CITY OF TIGARD LOGO SITE DEVELOPMENT REVIEW SDR 29-84 TIGARD CIVIC CENTER NPO if 1 The Director has modified conditions attached to the approval of the Site Development Review of the Tigard Civic Center to be constructed on 4.8 acres, 200 ft. south of Burnham, west side of Hal/ Blvd. (WCTM 281 2DA lot 400) . . V , ;v/ , '''z'''''' i, ,-4 / \J": / . \r \ , sk r .r„. 0 r�" �:¼: « , , ' p 4'4' / \ / z -XC / 1/4....0-4' ' . t( \ 4 i 7 '♦ , ,. i,` yJ ,P t w ,J ell S , w ,. A J `) \\ i%). \' K5+,•;' ' '' \-76\i` 1. r., , "'e 1 . \,,, x.,,,,,:„;...cAsy \, ,,,t,..,t,,4)'., ,,A A , . ,,,,, (.,.,>,- i ,\ stnEtr __J' r"..s.\) • . i SITE DEVELOPMENT REVIEW SDR 15--85 ROBERT WYATT/TUALATIN AUTO NPO # 3 The Director has approved with conditions a reciuest to establish an automobile sales business on property zoned C—G (Commercial General) . Located'. 11290 SW Bull Mountain Road (WCTM 251 10AC lot 1100) . 1._ L4 .--: _ Li _--, L i _ r1 '1,.. .y, ,, ' 4, ( e lrW, MILD Q .1 \y M ir Ii1!r(U( MJ . w^-""..• ., .».may , J C „� s.N IlUgbbCK . 1 W . 4L,M 'U� 1 /_,, 1 q r ,, i , --**." "----- '6 l i Q I i / ] . 7 1, c r r statement of conditions can be ' The adopted fandxn of Facts decision and obtained from the Planning Department Tigard City Hall, 12755 l' � .... 9 Planning r '. Tigard � . � 275b 5WI Ash, P,O 1 Box 23397k Tigard, Oregon 97223; The decision shall be final on October 28, '` , 5. , . . n may app.... k e with 19�' Any party to the decision appeal this decision in accordance \' Section 18 s.32.290(A) and Section 18 t 82.870 of the Community Development Code, 4 which provides. .: appeal may e filed �t 10 after notice is given and sent. deadline for filxng of an app eal is 4:30 P.M. October I 28, 1851 The hearing on an ap p eal will be De Novo, i j TT publish 10-17-85 I' t984I /dmj r,1 n ' • I ' f 1 e i rya STAFF REPORT AGENDA ITEM 2.2 THURSDAY, FEBRUARY 28, 1985 - 7:00 P.M. TIGARD HEARINGS OFFICER • DURHAM WASTE TREATMENT PLANT CORNER. OF SW HALL AND DURHAM TIGARD, OREGON 97223 Ae FACTS a. 1. General information CASE: Sensitive Lands Application SL 1-85. REQUEST: To allow th placement of approximately 76 cubic yards of fill within the 100 year flood plain of Fenno Creek on . . property zoned CBD (Central Business District) and located at 13055 SW Hall Blvd. (Wash. Co. Tax Map 2S1 2DA lot 400). APPLICANT: City of Tigard, OWNER: Same • PO ;Box 23397 Tigard, Oregon 97223 2. Background , , The City recently gained approval fo r a partitioning and Site . Development Review of the subject property (MLP 9.84 and SDR 29-84). As a condition of the, approval for SDR 29-84, a Sensitive Lands application was required because the proposed site plan will necessitate '� some fill within the Fanno Creek flood plain. • �1.on 3. Vicinity I of or mat The property is located on the west side of Hall Blvd. and south of Fanno Creek. All the adjacent properties west of the street are also loed. The land east of Hall Blvd. is zoned CBD and are partially deve p zoned I-L (Light Industrial). ''' 4. Site' Information and Pro osal. Descri tp on The property is currently vacant and the Farina Creek 100 year l plain includes the extreme southern portion of the 'parcel The City proposes to construct a civic center that will include a police office, city administrative offices, and a library. A l r p n of the library as where the land is to be regraded to portion a higher and two areas '" plain. The total amount of fill for . � elevation Will �;e within the f�d.�r�od pI • these three areas will total approximately 76 pubic yards. . STAF'1 R1 PO1 T - SLP 1-85 - PACE 1 ` N .i. n 7r/ ,w.....:..........�.,..mow. .. .. ... ...««.. ..,...........,.w..r.....r« ua, .. .Wr.J. .. . ry , I ,k. . enc an PO Commnt s The City Engineer has reviewed the application and has indicated that the proposal meets the criteria for land form alteration within the 100 -. year flood plain. A memo from the City Engineer is attached. ' . No other comments have been received. v. B0 ANALYSIS AND CONCLUSIONS ' ` , Section, 18.84.040 of the Code states that the following criteria must be satisfied before Sensitive Lands application may be approved: • 1.. ,Land form alterations shall preserve ,or , enhance the flood plain storage function and maintenance of , the zero--foot rise floodway shall not result in any narrowing of the floodway boundary; 2 1 The land form alteration or development within the one-hundred ' year flood plain shall be allowed only in an' area designated as . commercial or industrial on the Comprehensive plan land use map; 3. ` ; The land form ,alteration or, development is not located within the floodway 4. The land form alteration or development will not result in any increase iri� the elevation of thezero-�foo rise e floodway; 5. The land 'form alteration ©r development plan includes a pedestrian/bicycle pathway in accordance with the adopted pedestrian/bicycle pathway plan; 6. The plans, 'for the pedestrian/bicycle 'pathway 'indicates that no pathway will be below' the elevation of an average annual flood. . ' These criteria can be',addressed in the following manner 1.. Y The proposed land, fill and 'grading Will not have any significant impact upon the storage, ca �iabilities� 'of the flood plain as . g P • determined by the City 1nginee `. , , 1 2, the property is Within the Cab zone. i 3, The proposed alteration are within the flood 'fringe and, the a ,floodway will be unaffected. ,' ' 4. ' The City Engineer has reviewed the proposal and finds that it will have uu,o affect upon the zero foot rise floodway. 'he bicycle/ estrian path under construction as part of the ' ' S.F6, x� ed p' is p hie ' Fanno creek Park improvement projec+wt. ( STAFFf OT � l5 - Al 'i i4 C. RECOMMENDATION The Planning staff recommends that SL 1-85 be approved subject to he following conditions: 1. UNLESS OTHERWISE NOTED CONDITIONS SHALL BE MEET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Three (3) sets of plan-profile (cross section) construction plans, stamped by a Registered Professional Civil Engineer, detailing all proposed fill, cut, and landscape (including bikepath) improvements shall be submitted to the Engineering Section for approval (by the City Engineer). 3. Construction proposed improvements shall not commence until after • the Engineering Section has issued the approved permit and improvement plans. 4. This approval is valid if exercised within one year of the final decision date. PREPAR D B' : Keith Liden APPROVED BY: Williams A. Monahan Associate Planner Director of Planning Development , (KSD:danj/1049P) I , , I STAFF kEPORT SW' 1-85 - PAGE 3 h i ' .. ,.p 1 � .. • .• • ,. .. .. .4,rt at.... ...r tiv..,ti '1....w. .N \yY i , .. .. ,,...... _. - . e . _ ..... ...._ A... .._. ..t:. _ ,..., , ,, ,.n s. .... i ice_.,_ .. _.._,. .,..,,......,....r+..........,.u.....»...w,tp._•.` n I MEMORANDUM gg CITY OF TIGARD, OREGON TO: Planning Section February 22, 1985 FROM: City Engineer SUBJECT: Sensitive Lands Review SL 1-85 City of Tigard-Civic Center The City Engineer has evaluated the proposal in accordance with the approval criteria as follows: land form alteration is minimal in scope, (76 cubic yards), and by definition does not cause any narrowing of the floodway, raise In the 0 foot rise floodway, or decrease in waterflow capacity of the flood plain in that it } is located within the "floodway fringe". Developing property Ic not residential. , The land form alteration is not In floodway, A bicycle path is under construction as part of the Fanno Creek Park improvement. project (HUD). The pl-opow;ed land form alteration is to be maintained as lawn and will not result in erosion, sedimentation ground instability or any other adverse on site or off site effects or �. r hazards to life or property in that the nature of thst� impr`ovem nt and the adjatent park y ar k p oject enhance the purpose and function of the floodplainJgr� enway. (EAC:br/1O391)) • o ti " ' • i a • . a : VIN 1 � it' !` PIyF . \ • AFFIDAVIT OF MAILING STATE OF OREGON ) County of Washington ) ss. City of Tigard ) w, .'L, :l' - ,_' • ," , being first duly sworn, on oath depose r and s y : (Please Print . That 1 am a , p A ),'' to The City, of Tigard, Orego n. •, „,....). ' 4 . That 1 served notice of Final Decision a for—Planning Director d of which the attached is a c py � (Marked Exh'bit A) upon each of the following' ' ' ,q 4 named persons on the '7'1't day of — �/ ,, 198 by mailing to each of them at the. address shown on the attaci 1 list (Marked Ekhibi_t B) , }' . said notice as hereto a tac�hed, deposited in the United States Mail' on the - day of '. .',, .a K,er 198 ' postage prepaid. ' 2 f , „ c'KN0,17 4 / . Signature Person who del ' eyed to POST OFFICE ISubscribed rand sworn to before me on Mthe `' day, o f ,` 198„ '' s 4 ,' r t,4, r, :n°' W3 I t wl t-, i /I yr 1 , o 3 NOTARY PUBLIC OF ORhGON H I My, L,.;(mx1fi8s'ion 8 spires,: ',/' ,' i 1 (0251!0 I Pt �1 ti I o rs , • ti 1 r,1k4' I` ... CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR-29-84 APPLICATION: Request by the City of Tigard and Richard Sturgis for Minor Land - Partition and Site Development Review to divide a 4.8 acre parcel into two . parcels of 1.0 and 3.8 acres each, and to allow the establishment of the new City Hall, Police Department and Library, and related facilities on property zoned CBD (Central Business District) and located 200 feet south of S.W. Burnham on the west side of Hall Blvd. (Wash. Co. Tax Map 2S1 2DA, Tax Lot 400). The findings and conclusions on which the Director based his decision are as noted below. I F DECISION: Notice is hereby given, that the Planning Director for the City of t Tigard has APPROVED the above , described applications subject to certain conditions. The findings and conclusions on which the Directoe based his decision are as noted below. • A. FINDINGS OF FACT: 1. Background Information No previous land use cases have been reviewed by the City for this property. 2. Vicinity 1Information The property ''ie, located on the west side of Hall Blvd. and north of Fanno Creek. All the adjacent properties on the west side of the street are also zoned CED and are partially developed. The I" land east of Hall Blvd. is zoned 1-L (Light Industrial) and is � used by a bus company. . , 3• I Site Information and Proposal Description . �; , • The property is presently vacant and the Eanno Creek flood plain ' includes the extreme so uthern portion of the propert . The apvlie,ant proposes to divide the property into two parcels of ,(� „. 1.0' and 3.8 acres in size, with 77 and 195 feet of frontage, µv respectively on Hall Blvd. The smaller parcel is ' to remain t( oyea.k undeveloped at this time: The larger tract is to be Utilized for the City of Tigard Civic Center. The Center will include a police station (approximately 9,000 square feet), a libra'ey (approximately 11,560 square feet), , • I and administrative off ices (a Pp roxi%ately.. 11,070 fee t) � The majo ay access � be H all Blvd., w t r secondary acceMb provided to 3urt ham' S reet Vhe parking area will nclu : • 3 I b nd capped and 1i7 standard or compact parking 'spaces • � Land primarily i i ��n o� � ecC��o" nc and. �v a r greE n trees H I and Lawn w will surround the building and parkin g area. r.; NOTICE - .. - 4 - PAGE '1 O� DECISION 8�1 � R ��9 •84 & Mbp 4 8 o 44 4. Agency and NPO Comments • The Engineering Division has the following comments a. A public improvement project on Hall Blvd. is presently being. ,. considered between the railroad tracks and Fanno Creek. Half street improvements will be necessary along the Hall Blvd. frontage. b. A Sensiti ve Lands permit is required p rz or to depositing any land fill within the 100 year flood plain. The Stagy e Highway hw a Y Division notes the following: a. The general site development is acceptable but additional information regarding the highway frontage construct:';gin is f ;, necessary before a complete evaluation can be made. b. The partitioning concept is appropriate, however, the access , to the smaller parcel should be limited to the southeastern corner when it is developed. The Tualatin Rural Fire Protection District has the following comments: a. Fire Department access roadway surface shall be of all-weather type capable of carrying imposed loads of not less than 40,000 pounds total. UFC 10.207(a) Turning radius in Fire Department access roadway(s) shall be b. g P access Y ) not less than 30 feet inside and 52 feet outside. (UFC 10.207(a) . If meeting the turning radius requirements above is a problem, then move the automatic' sprinkler connections out to the street. r _0 Vertical clearance for Fire Department access roadways shall . be not less than 13-feet 6 inches. (UFC 10.207(a). d. Provide an approved water supply capable of supplying required fire flow for fire protection to all premises upon, whic h buildings or portions of bui d3i s are constructed. UFC 10.301(r) e. APproval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any " applicable reg'ulations of the local, .government, NPO ''#1 has not submitted an,l,r writttn comments, " . ANALYSIS AND CaNCL1JSION. The proposed partitioning i.o consistent with the req a reaents of the code, The C1t zone does not hie an'y minimum lot size or lot diOetsion standards and adequate servicos ate a roilable to the situ • NOTICE OF DECISION - 5DR 2�- �L P4-d4 - PAGE 2 ' ' ^ ,,t\ . r I h P R . r. r.., ,f A r i r . ' • b r 4 NI.NI.Nf`NI` , • • ' .• , /lye ' o w _ 'i The proposed site development is also consistent with Cit y regulations ulations for landscaping, lot coverage, setbacks, building height, and visioL clearance. There are two items that will require further consideration: 1. Parking The site plan exceeds the required number of parking spaces (72). However, it is not clear how many � y� are to � be standard� �ar�d compact spaces. The code allows for 25% of the ,required spaces to be for compacts and therefore, a minimum of 54 spaces must be devoted to full-size automobiles. . )r. The code also specifies that one bicycle rack space, be provided for every 15 required vehicle spaces. The 5 necessary bicycle spaces should be located near the main entrance, preferably under cover. 2. Sensitive Lands Since tt•ra proposed site plan will include some fill and regrading r / within the 100 year flood plain, a Sensitive Lands Permit is necessary. This permit must be granted by the Hearings Officer before the initiation of any work within the flood plain. C. DECISION ,. . The Planning Director approves MLP 9-84 subject to the following condition: 1. After review and approval by the Planning Director and Public Works Director, the r partitioning shall be recorded with Washington County. . 2. Thim approval is valid' if exercised within - one r year of, the ,;final decision date noted below. The Planning Director approves SDP. 29-84 subject to the following conditions: ` 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. ?. Standard half-street improvements including a bikepath and bats turn sidewalk,out, curb, streetlights, driveway a pron, storm drainage and utilities shall be installed along the S.W. Hall Blvd. frontage. . Said improvements along "S.W. Hall Blvd. shall be built to :Minot Arterial standards and conform to the ,alignment to be established by the State Engineer(s) Above improvements t'h City and Statc,� � n ' � tints sha.Il be completed ,1.ei�ed a s a condition of occupancy. : 5: Five (5) sets of p profile' pttblii� :1bi raver tint construction plans ,+� � � plan-profile p ' dons and one (1) itemized construction cost estiisiate stamped by a Registered Professional Civil Engine;lr,i, detailing all proposed plibli c improvements shall; be, submitted to the Engitleering Section for I approva; , r 4. Sanitary '8I wen plan-profile det«raig shall be �rtvi� e�� a 3 pert o.f, the l j building. permit: plans. 7� j! JJ 8DR 29 -84 '& MLP 4-84 - PAGE NOTICE /���i ��yy�}-��{,�y��yy--��11yy��ON ..r� Chu • . �'OTIC� OF 3.!$JC :�7.1 3 �� 4 • it 4 l , • 5. Construction of proposed public improvements shall not commence until • after the Engi • API 3. Appeal: Any party t.o the decision may appeal this decision in accordance with L',: Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal is 4:30 J .M. 2-19-85 4. Questions: If you have any questions, please call the. City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. m 2-7-85 W"rliam A. Mona an, Director of Planning & Development -- DATE DATE APPROVED (K8L:O994Pbmr) •y• )\ yt te. ammeiszoig ✓ ' �' yl, Alkk dry / / IF ■ • 1'0TICE OF DECISION .- SI)E 29-84 & MLP 4-$4 PAGE r f -' a 1 •1 ;lye . G 0 ` A it y 0 Bak' 2339 r , - BX VAN S CAMP 1,-- X I `L1 ± ) i `vig rd, Oregon 97223 8800 SW 57th Ave. ''` ' Portland, OR 97219 I Smith/Dull. Par.ner sh.ip, Arch. 20915 SW 105 Ave ROBERT RANDALL COMPANY Tualatin, Or. 97062 9500 SW Barbur Blvd. Portland, Oregon 97219 • 400 A • Richard Sturgis ' • ' 2216 SW Sunset Blvd. Portland,and, Oregon 97201 : s d Gareth Ott 9 055 S.W.. Ud,cwoud I Tigard, Oregon 97223 . 100 501 11, : • . .r.„.. AMBER INVESTMENT CO 5555 SW 107th Beaverton, OR 97005 " 1 200 / REOH/ % SCHMITZ 10950 'SW Fairhaven Way Tigard, Oregon 97223 ■ • r 300 SCHRAMI , 12530 OW Hall Blvd. ' ° Tigard, Oregon 97223 ' 1 f ; 600 ' BARNES ES % FZELDS . PO Ewwc 23366 . Portland, Oregon 97223 STURGIS 2116 SW Sunset:' Blvd. l I Portland , 97201 f a STURGIry 1 , • 10675 SW Former St, . Tigard , Or 97223 ( 2158 100 ' . �I • . . GENERAL AL T aLEPHO N1�E CO. OF THE NW t P.O. Box 1003� •• f tv r 'r nt-t . WtlIlit,tittlii 98201 y ^ A / - - . • Q 4. 1' }. e plc P9► TIMES PUBLISHING- COMPANY Y-- Legal T-6244 P.O_BOX 370 PHONE(503)684-0360 Notice - BE,`VERTON,OREGON 97075 Legal Notice Advertising • x 1 gar.d r _e C-i t� o f=T --* _ _+rL=} e�Notice P.:a Box 2339` f t1 •--.--._- -_e- - - - -Duplicate Affidavit - - t J Tigard, OR 9723 �a AFFIDAVIT OF PUBLICATION _ COUNTY WASHINGTON= �z n �' -� iiOUN �� SS. 7- �+ T c '� ?i tai a i�cr,0?i;�i { - /. S us are P nk1 y �"7 Ytr A i being first duly sworn, depose and say that I am the Advertising _ - :` v�'°- =' y ._ `a=�•• Director, r h- principal clerk of the Ti garm_ Times _ _ r z - - - -- - his spa ; _ - r its a rV'_.�+ '3SF = ,`�T -: .�, _ _ n 4,...t.;., s `.: - -a newspaper of general circulation as defined in ORS 193.010 Q r .. rte: �_ s o max� `' _lam 1- f_ • and X93.42.0;published at Tina='d in the ` '°� '� '°= `1 c= .r aforesaid county and stag;that the ��- e °° -£ -'a s . ,gz t,e Development Review _ _ �,.r3 _ 1=tom < .t0r} �, -tea a rint :'o y of whir 3h.is hereta annexed was published in the ,�� _fz , f: 'N- _ .- ' L ".A ,,- 'a g , ' = p P p ,-'cs' t _ - ss Y sT'�_= -�o��- F � � =--�` �= �r :tai �"f'��-� '` ---"*.--= entir'issue of said newspaper for 1 successive and - L = _ v� =� `,\�z ,ecu�t�e is the following issues ���:- ��.: ���:�.#- 3 _ � v x Lr c�°�'�, ����`=y -- - - - - _ - - - - - ,�,e p_:: '" - •sr 7 -z-sir" •.. ' 7- t , - - _ r- - _- - - +-- _-- fi - # . " ;'- - ."'1 r° ° qt°"r „i-W;' - ? t ':� - _ 1", -1- -. e1�'E � d`-c Y�as � � ~ �. =�/'ie��Ty4 -itom" 7 t i;� '`{`�� � _ - j't.. z;3h h _ - fi Y .T � _- r--_ u Q _,,,,, ° :,_ ' , ~ .,. = x � , _,- - - ; < . - ��� ` u - ° ft .,i 't� �i LC. i Y ✓ F a W Y} . , . -Subscrbed and i. O€Y LM a r ti c e m e-t h i s > _ ti ^ ''3 � - >- .. i �* . 'i t x--E Fa o - �.. h G1 g ' � -<-...,, r- ue`as uet A'2" l O -"? _ .� 4 t .,, a.4!7 . i" = ....s ,a z`r Nn.ar Public o: a v' f r , - _ Ay�O�I thfs iG:'` treS: 1 t '0.1 .--:T-..z•-` - �, e�'; 'htt- ' _ {_ - a, 3� �j OftEGO'N OS4 I R [ R11 [ Rt Pt1. [11-t [ t [I [ r . .` IIJ �rnn"tb; P O. BOX 127 • TUALATIPN, OREGON 97062 • PHONE 682-2601 • 117 • TIGARf CIVIC CENTER JAN 15 1985 a, anuarY !.O', 1985 :fl 13055 SW HALL BL CITY OF T I 1R 3 "aG�1 � 10570- 3 SITE-119-000 pT ` CAF ;Insp. Type : SW PLANNING DEPT Dear Keith, L1def, 19) This letter is to notify you that a Si te) Plan Review has been conducted for Tigard' Civic Center in accordance with Uniform Fire Code Article 10 to �w � l sh. requir1ed fire flow, hydrant tat ati n and street access for ' . fire apparatus. r46) Fire 'Department access roadway surface shall be o ,4111- s weather type capable of carrying imposed loads of not less than 40/ 000 poUnds total, UFC 10. 207(a) 48) Turning radius in Fire Department access roadway(s) shall be j , not less than 30 feet inside and 2 fleet out si dM.Y UFC ' 1,0 '107(A0 ' I I 1: Vertical clearance for a r , Department access r», d w y. shall be not less than 13-feet r inches, UI C l0207(a) • 11 1003) If meeting l the turning radius requirements above i problem, then move, the automatic sprinkler ' connection , out to the street. 31 ) Provide an approved water supply capable of supplying I required fire flow for fir e protection p e s upon n ( . which buildings or portions of buildings are constructed. UPC 10. 301 (f) � of omissions or oversights by this office or of non'-compliance, with any applicable regulations of local government, If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) I , Sin ere , ef Fire Prevent ion Bureau /+ • REQUESTS FOR COMMENTS TO: ifs DATE: December 19, 1984 FROM: Tigard Planning Department �. RE: HEc u,es t by the City of, Tigard for Site 'Dev`e lo': n �en eview (SDR 29-84) to allow the establish.ement of the new City Hall, Police Deb ., aizd Libra yy and ` related facilities on property zoned CED (Central Business .Digtrict) TED: � w I 200 ft. south of SW Burnham on the west side of Hall Blvd. (WCTM 2S1 2DA lot 400). . Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be • prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by Jan. 3rd , 19 85 . You may use the space provided below or attach a separate letter to return;your comments. If 'ou- are un3bl, _t2 respond by ttle above dat. staff contact noted below with your have and ,� please phone the h our comments •, confirm your comments in writing as soon as possible. If you ha any questions regarding this matter, contact the Tigard Planning Department, P.O. Box 23397, Burnham and Ash Ave. , Tigard, OR 97223. Phone: 639-4171„ STAFF ''CONTACT: Keith Laden e PLEASE CHECK THE POLLOWIt1u ITEMS THAT APPLY: We .. - the prop have no objections ectitons to it. e �have reviewed proposal �and � Please contact �: ,_..... of our office. Please refee to the enclosed letter. Erxtte • Marne of Person Commenting: Phone No's (hSL, prig/0 3,55P) � 1 I 1 n NOTIFICATION''LIST FOR ALL APPLICATIONS ,' 1. NPO No. CPO No. 2. CITY DEPARTMENTS ti Building Inspector Engineering-Randy Parks and Recreation Engineering-Frank/John � � � qq • • 3. SPECIAL DISTRICTS Tualatin R.F.P.D. Metzger W.D. Washington Co. F.I . No. 1 School Dist. No. 48 (Beaverton) Tigard W.D. School Dist. No. 23,E (Tigard) 4. AFFECTED JURISDICTIONS City Council Wash.Co. Land Use & Trans.Dep t. ; Planning Commission Boundary Commission Planning Department ;METRO . . STATE AGENCIES I , Aeronautics Div, (ODOT) DOGAMI Engineer Division of State Lands. �• /Boar of Health . Commerce Dept, - M.H.I Park _, Highway Dive Terry Plink Plink _.._...-., Fish & Wildlife l Parks & Recrea. Div. (ODOT) LCDC iSubd ivison Supervisor PUC Dept. :of Energy Fire Marshall ( ,. Dept. of Environ. Quality Other ,s 6. FEDERAL' AGENCIES III ,C orps o f Engineers ineer s Other -- - I Post Office 7. SPECIAL AGENCIES �:.;....:.�... General Telephone Portland General Electric � Pacific N oar thwest tell Other' • Northwest Natural i Gam S. REQUESTS FOR COMMENT SENT p , It ti f, • REQUESTS FOR COMMENTS e TO: DATE: mber 19. 1.98_ FROM: Tigard Planning Department RE: ,Request bar the'City of Tjard fir m Site `D evelopent Review (SDR 29-84) to allow the estsblishement of thenew Cher Hall, Police Dept. , and ibrary and related facilities on property zoned OBD (Central Bus iiiess Dit,trict_) LOCATED: 200 ft. south of SW Burnham on the west side of Hall Blind. (WCTM 2S 1 2DA lot 400) . Attached it the Site Plan and applicant's statement for your review. From " information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be tendered on the proposal in the near future. If you wish to comment on this application, we need your comments by J�.____._ 3rd ,� 19 85 You may use the space provided below or attach a separate letter to return your comments. If eau axe le to 'respond' by the_ above data please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any T questions regarding this matter, Contact the Tigard Planning; Departments P.O. ' Box 23397, Burnham and Ash Ave. , Tigard, OR 97223. t1it + 43÷°" "' ero i STAFF CONTACT:; Keith, Liden CMSTR1CT 2-A PLEASE CHECK THE FOLLOWING►, ITEMS THAT APPLY: ['I] flit I {l1�y T.y ;j.C.y4J�(A ayQi • n • We have reviewed the proposal have no b {� opcisal and �� �+; ,, Please contact of our office DEC 3 1 198'4 � Please refer to the enclosed letter. CITY OF TIGARD r ` e F Dante of Person' C mm tin c n Phone 14o k ... " ( (Sb:pr/0 356P)' 1 * t ) • ,.:., ✓) ' ', sr , )a 1 r P � w, REQUESTS FOR COMMENTS TO: .Lid.✓t.L(-....Li.�. "A - DATE: December 19,._ iif FROM: Tigarfl Planning D• .artment RE: Request b the'Cit of Ti;ard for Site Develo•ment Review (SDR 29-84) to allow the establisheznent of the new City Hall:, Police Dept. , and Dibrary_a nd related facilities on' pro•ert zoned CBD (Central Business District) LOCATED: . 200 ft. south of SW Burnham on the west side of Hail Blvd. (WCTM 2SD 2DA lot 400) . Attached is the Site Plan and applicant°s statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and, recommendation will be prepared and ,a decision will be rendered crrn the proposal in the near future. If you wish to comment on this application, we need your comments by Jan. 3rd 19 8S , You may use the ace provided below or attach a � Y P P separate letter to return°your comments. If you are unable to reipondL bm► the above date, please phone the staff contact noted below with your duo rents and your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning, Department, P.O. Box 23397, Burnham and Ash.Ave. , Tigard, OR .97223. Phone: 639-4171. Keith Liden STAFF CONTACT: THE APPLY: i PLEASE ����; �ai��. FOLLOWING ITEMS THAT �.�'PLy We have reviewed the proposal and have objections al an ve� no ob je�c to it. Please contact of our office. Please refer to the enclosed letter. I rt - I I n.rrr..+w�.�x....,r�w(1�wWLl..+r•al' —__— __—_ '.!1�.:.r. I Name of Persons Commenting:_ .i I I Phone No y (K5L;pi/0356P) I n e y • • • R I I CITY OF TIGARD, OREGON ENGINEERING SERVICES REVIEW CHECKLIST REVIEW OF SUBMITTAL CHECK �. I (T F ITEM WAr) NAME: `'C' (5c I DATE: l"Z �'Z 'mac coNs DF,REan . I I) AGENCY COORDINATION (OR) PERMIT CONSIDERATIONS: ! , Al Federal . . C . • .0 .��. , E•Q, , F.E.M:A: , U.S.P.S. I t• , of Health, td U L.G.D.C„ � State Lands, Commerce Dept. , >�o� B.R.C. , P.U.C• , Water Resource, Wildlife, D.E.Q. ,' Parks & Recreation. } C) Regional Metro, Tri-Met D) County . . . . . , . �.. � U.S.A. , Pu Public Works, Health Dept. , Land Use Transportation ortation E) Local 1) City of Tigard: Development Services, Operations, Building, 'Engineering, En gin eer, Finance, Admi nistrati on, Coun cil, Planning Commission, Park Board, N.P.O. I I(NOTE: Pg. 42 for details hereinregard) I I 2) Other: Fire District, P.G.E. , N:W i Matural Gas, Water District,' Telco, Storer Cable,l Solid Waste, Private Ownership . School District M II) GENERAL CONFORMANCE CONSIDERATIONS: " A) Tr'ansportation System 1) City of Tigard: Plan ' i e' P J. a) Comprehensive b) Street Classifioation(s) a) Bike/Pedestrian Path 'Plan d) Traffic Studies (CH M Hill & STRAM) �I e) Existing, Pending', Onder� Construction 2) Regional Transportation Plan • t B) Sewerage System '. I., w • i i : . i . • Y .'. . .,i i'' i • • Y 1i i • ��iiyy ' 1) City of 'Tigard a) Master Sealer:age Plan I , b) Dstistirrg, Pending, Under ,Construction X21) Unified SeWetiag�e Agency Regional Plan C) StortnWatel.� Runoff System, it i,' ♦ a i .i i i . i i 8 L , i i C; • Y i' ♦ , . n Y '`•� 1) City of 'Tigard!' a) Master Drainage Plan (CH2M Hill) b) F'.I.S. ; C.O.E. Maps (Floodplain & SehsitiVe Lands) 2) • y-� �j}� Reg 1�,�j�S�{orim�vra�yteyry Management Plan � 0).' J:ark & Gr e14Way Development Plan '4 Y i • • ii i . . X i • ► it l i i • 3 1, i 4 i `"r•. 8) Capitol .Impro'vement Program Yi • i.. . 'iY • . is • L Y , iig' ii . Yi • : . . . i i • i. fy+++111�y'- 1) City of Tigard 2) Washihotoh County 3) O b O.T, • c E�N�_INEERING SERVICES REVIEW CHECKLIST (font'd) ' , F) L.L.D. Development & Non-Remonstrance Status D ITEM #1(E) DEAILS: .,. Sensitive Lands T =Qo1 � �""`. Comp.. Plan Amendment ❑ ° Floodplain �� Zone Change I 0 Major/Minor Partition . .❑ Conditional Use. . . . . . . . . .0 .' t Planned Development 0 Temporary Use E Annexation ❑ Variance Building Permit ''1"1-7620‘. .. ) ❑'°- Nonconforming Use Se''er Connection Permit -Q...��l'. Accessory Structure . . . . . Sign Permit.'C 'c?'iN"T. -s) $7- . .,- . .13"F-- Tree Removal Permit. .V.: :AVY-,.. , p Fill Permit. . . ❑ Blasting' Permit Street Opening Permit, l?, . .0---- Special Assessment. ... . . . . . . . . . . k, Compliance Agreement. . . . . ... . . . . . .0 Business Tax. .13 . Detailed Plan "S:70's, ►.,k7= 0,V-z ,,C9- Fees . . . . . . . . . . . .0 y Dedicat ion. . .,.,51�*1 . :Yst.EN'‘:-. :�,.3�C),,„.Q'"'� Joint: Use Agreement.. . ," . . E + EaseW.nt. . . . . , , „ N.❑ Maintenance Agreement, —, . . . . . . . System Development Charges: 4)re..� e r , . t�,�-~''"' Extra Capacity Streets ❑ '7 Recreation Facilities ❑ r Storm Drainage Improvement ❑ -) ,; r I . ' Sanitary Sewer Surcharge. ❑ 4 III') SPECIAL CONCERNS: ': i .. I, , , A) That this information (form) be touted to the City Engineer for review and comment. . ., . . , . . . . . , : , . . .. : .'Yes al-r. ,... No ❑ BY ' 6'-,---",(-)vvi,-- -AA e-A",. -..\A..-.1k)v -z, ,\-e„„. -.2 cr..e -e. sr \ \a, \ ' '\'. '& ' ,.. ---iAsde /FA' oyej 4rc'hit\'''''"`"vv"1-e-- \-\"-c,e- (ez:14-k%,,,k \v\c‘,.) -,=......N..f.e_N--tfe_, is,.,: ,c,,,„„c„, ,, ,,,‘ \d3t. _ j C• t •i ! be el ' � 'w \ WN-rte,. ,di' . . 1,i o'ffi I J46Ø4 e.L ......,‘\ e.... 1 c..„,'e�°.. t- "N.A.. :: ,z 4 V-- v,A 'S\ X14•. ' (A.r' -..vr .e, ` fir- a . w i ,„o , i /3/ ' .1�",.. i,. ,.-: , L. ..,-L.o!,`+, V4..c„,, "lt`IArw k'1 :, 4-e., " .e.... rvt , 1.�11r`V!�, d/ r,f. e ii-t ,re,-,/ Nev,..cyoc.vy,e_vA,,,.,,„4 pOdo 'a .ivilk ) \3!,syk.., , 6,.,.\;.e.., ,A. .„1 t,,,..ce,„ t.,,k ,,,..,,, ' \oe.,_ Im,.. .. v„,.,4-,...,„,„,,,ii. &. zi-k ..\-\,,,.it - '\,,, ' . p /fro$ ism 14-e..'S.S - v-e.'e,.%, r-\toc ,,, w P` i t. i,t .+ Vlu. nC�-[ wt+„�. 1.'r i � ct; 1vy A c. . E ,ekta� 4 x y • • • • r A ENGINEERING SERVICES REVIEW CHECKLIST (Cont'd) e � TV ) RECOMMENDATIONS: A) Apply the "Standard Conditions" noted on pages 44-r6 (herein) . • a'c. L,e.9 Ah.*-4 ©c. s '�r`'C�v �..,.A�y,S,. � Fy�G:.' .tt"�1.V � �' „v 1 r.:,r r-A. �.i►w3 Cti‘.:'.$C, i %-c‘IN% r• �..rra �:�.�, ' .abVe.. TO P.,1,0',t' • • • • : 4 • • NOTE: Attach additional sheets if Necessary. 'agle 3 Ps r r J 310 fl ��.... . / r.r' p • .m.. .. • • • ` STANDARD CONDITIONS „ UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE ME's RRIOR 'I"('1 ISSUANCE S � _ OF BUILDING PERMITS. �,�g �y.,, ��,�"' fir+'' ....n.-...�...,�... it__U-- Standard half-street: improvements including sidewalkt, curb* streetlights, driveway apron(s), storm drainage and utilities i; - . :xhe i��,shall be installed along the a . ,.-=\` u 1 . ..- - ..., - frontage, Said improvements along ,tA shall be built to _ - Yom., ,, �— ._. _ standard s and conform to the alignment 'xg�= � i .J�: ?�'.+a: .,r ..i.---L.,•.?A'7 ahMe12 .�`" y+ .... .... mom'„ „S � C') �_ s _ 1 pp� k..+� rIJV ..�` wok.- e iv v bdf1 � ,f� V,Sr�y�di'�` �P'7� r 4�.GD1o4"w'�fP'f' i w �.a�. 4'' e, ';. . Standard half-street improvement including sidewalks, curbs, i ° streetlights, driveway aprons, storm drainage and utilities (delete inapplicable items) shall be installed along the ' frontage. Said improvements along shall be built to r n to the alignment o standards and conform orm e 1 rime t f g n ex isting adjacent improvements' and (or) . N �. improvement sets of plan-profile ofiTe public iiui�pravern�ei�t construction plans and one (1) itemized construction cost estimate, st am p ed by a Registered Professional Civil Engineer, det ailing all proposed public i improvements shall , be submitted to tire Engineering Section ' ' .i '�. approval i +, ! c� Sal; tar �sewer lan--profile details , foal'! be provided ��s part of the 1 ___. y .p p p p s., +C ■ E4 ear p tar• 'r s, . -. Construction of proposed public improvements shall not commence until . 1 after the Engineering` Section has :c approved public improvement • plans, The Section ram' require posting of a 100 % Performance E1ond, t: 'I the payment of a .i• -.�-'-� - - '' - -a' sign installation/streetlight fee; I . � u �- A , the execution ... a stee e n permit n �.��rr... .., � 1 .�1a w,. shall occur prior to, or concurrently with the .0�krha � t.. d� "'- � approved p ublic improvement plans. SEE �EENCLOSED . HANDOUT GIVING MORE, SPECIFIC T N F ORMA T ON REGARDING FEE SCNEDULE5i i., BONDING AND AGREEMENTS, ,. v� A one (1' )) foot reserve strip granted to the city of 1igar+ i shall (i ____� Abe provided the terminus of ,L.- . i -- Additional right-of-Way shall be dedicated to the Public along the \; , ...--- % v' . frontage to increase the right-of--way f e t �: o t from d i t for fee fr m centei^l�i�e, The e. ci�i ir� o �said p d .ca� shall b tied to the ,4:14.4-1b4.44+4 tri ht-of Alai, center].ine as 1' g y established by t . 5,� k . { The dedication document shall be on .cif;y forms and 4ppro i d by thQ Engineering Section, DEDICATION f ORMS AND INSTTRUCTION;. ARC LNCl.OSE I) )' ' �'w'.M'M.e.:::u'.w4•u � / �w,+W.t . y }�,+.,Y: iei;ii "00-e70#."4,edsip, Lfrd4t, frei.:10,fri;dy0,4,0 4,A400, ' 4014,1, `.:41,44,,, k 4, r , ( 7P , . cv i I / n + . �, egyr .......... Additional right of way shall be dedicated to the Public along they _ , __ ______frontage to increase the right-r-of-way. 1 to feet from centerline. The description for said dedication shall be tied to the existing right-of—way centerline as established by The dedication document shall be. on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSED. _ L---''' Joint use and maintenance agreements shall be executed and recorded . on City standard forms For all common driveways. Said agreements shall be referenced or and become part of all applicable parcel 0. Deeds. Said agreement shall' be approved by the Engineering Section. JOINT USE AND MAINTENANCE AGREEMENT FORMS ARE ENCLOSED Street Centerline Monumentation 1, In accordance with ORS 92,060 subsection (2), the centerlines of r` all street and roadway right—of--mays shall be mch�;numented before the City shall accept a street improvement. 2, All centerline monuments shall be placed in #t� monument box conforming to City standards, and the top of all monument boxes , • shall be set at design finish grade of said street or roadway. 3 , The following centerline monuments shall be et; . a, All centerline—centerline intt rsectiOns. Tntersections o created With "collector or other exiting StreetS, shall be j set when the centerline alignoent Hof said fcotlector°` or other street has been established by orb for I�,hi��, City E b. Center of all cul—de—sacs; c, Curve points, Point nt of int ers ectaon (Pa. ). When their r Y. ■ position falls inside the limits or the pavement otherwise beginning and ending points (B.C, and E;G, ) I d, All sanitary and storm locations shall be p'Wed in positions ( , t;ihat do not�,i�'nterfere with centerline monumen,� ation. The 'ba.gis o bearings' for the Plat or :�urve. shall F g y . be y which is a part of the Tigard Field Survey Neiwork, After review and o _ " appl xual by the Planning Director td Public Works {' Director, the Final Plat shall be recorded with Washington County, (RSC,bs/O727P) I II r . • .. . , I , 7 , . yj1k,: k ' ' Oregon Land Title Association $ K A � ERIC, ?. I �/� . „7: Standard Coverage Polley nd 6 0 9 Pr @I111UI19 s�'I(Ieti d�,74 . •M POLICY , ' OF TITLE INSURANCE • • 7 ISSUED Q Y ' ' ' ' : ' ' ' First American Title Insurance company of Oregon ' • p ✓'. ' ' An assumed business name of TITLE INSURANCE COMPANY Of OREGON � ' ' : : an Oregon corporation, hereinafter called the.Company, frig a valuable consideration paid for this policy of title , insurance, the number, date, and amount of which are shown in Schedule A, does hereby insure the parties named as ' ' . ":. r ' Insured in Schedule A,the heirs;devisees,per onal representatives of such Insured,of if a c lrporation,its successors by : : '` '' 'dissolution, Merger or consolidation, against direct loss or damage not exceeding the aniOunt'stated in Schedule A, ' together with costs, 'attorneys' tees and expenses which the Company.may be obligated to pay as provided in the ' Conditions and Stipulations hereof, which the Insured shall sustain by reason of:. h�� t at the date h > t)h 1. Title'to t e�land described�in Schedule A being wes ed,,a he da a eret f, o erwise than as herein stated;Or : � ' 7 2, Unmarkii�tabilit+y;at the(ta tie hereof,of the,title to said,land of any�rested;'named berth's): '' : unless sch'unnatarket,�tbila:,:t exists because of:defeCts,'liens, e'nci�umbr,ances, or other, I matters !$Down or teferrecl.to in Schedule f3j or'anypdefect,in,'Or'.II,i,W or encu�pbranc�e , ' 1' ` ' on,said'title a Listing at the date hereof,not shown or referred'to ash Schedule 8,or ex;w ,' ; ro chided from coverage,in the Schedule of Exclusions,'from Ctai�'erage; or Any detect �tedn�eels,�the,ovv � f whi h f in,ured by t1,�i,i alllcy,rbut o chedule l3 y in exediutt of, deed of truest sown ' : 'securin I;an in ner o w p my Insofar , � �' ', '. 0'9, as such defect affects the lie or charge of such mortgage tyr deed of trust upon said .. land;•or . a ' 4; 'Priority, at the date hereof,,over any such mortgage or deed of trust, of any lien d j' ' ' ' encurnbrance upon said land;except as shown in Schedule 13 such mortgage or deed of '' ' ' ' ' ' p trust'being 5hown in the Order of its p riorit Y� . ' ' 'all subject,however, to the Schedule•of Exclusions from Coverage and the Conditions and Stipulations hereto annexed, ' ' r which, together with Schedules A and �are here?y madea part of this olicy, ' ' In �f,?t>,� whe f, .. INSURANCE COMPANY OF•OREGON has caused its'corporate n'a.mt and.seal to•be ' ' ' �v xlTlaE • • ' hereunto affixed and authenticated by the facsimile signatures of its President and Secretary,provided this policy is valid ly'when',count.countersigned o ion. ' du 7 �. � only' ter ned by a ly a,u,thorized officer or�gent�of the'cot.' , , . , .. , I.' 9I,�� _ . . : . � eitgs FIRS .AMER Ib• °TITLE,tN`s RANCE COMPANY,of tiAtGo J 'i. ,7 Countersigned y Y7 w i nicer '' SECRETARY. d...,, , , . g„,..,,)1 ''J�iTi= T. � p �� v^ '� i{•,rye 'M'..dt ml Yk.� �WM ., 7 4 n . 'du 4iti w w I w i I M ( , , t ^ t , R r, a • ∎.• e a 1 I ... A ,• , 1 , ✓4 L...UU�..ia./y VL A.A.l�.+L V..J I.V 11..J L 1L'J11L \.."k./ 9 1L/Lt.1 a\y,.. . . r ` • . This policy does not insure against loss c' "image by reason of the following: 1. Any law, ordinance or governmental rs;,ration (including but not limited to building ar''r�.�.„;zoning ordinances) restricting . or regulating or prohibiting a occupancy, use or•enjoyment of the land,, or regulating, the character, dimensions„ or location of any improvement now or hereafter erected on said land,Or prohibiting a separation in ownership,or a reduc- I -0 -ion in the dimensions or'area of any lot or parcel of land, i ' • . ' 2. Governmental rights'of,Police power or eminent domain unless notice of the exercise of such rights app ears in the public records at the date hereof. I • • 3. Title to any property beyond the lines of the land expressly described' in Schedule A or title to streets,,roads,, , lanes, ways or waterways;on which such land',abuts,or the right to maintain therein vaults,,tunnels,•ramps or ny other structure or improvement; or any rights nr easements therein unless this'policy,specifically provides that'such property, rights or easements are insured,except that if the land abuts upon Ode or more physi,callyY pen streets or highway hi ; o'I , policy insures the ordinary rights of abutting owners for access to one of such streets or highways, unless othlrwisc excepted or excluded herein. • • ' 4. Defects, liens, encumbrances, adverse claims against the title as insured or other Matters (1) created,suffered,'assumed, or agreed to by the Insured claiming loss for damage; or (2) known to 'the Insured Claimant either at the date of this ' policy or ar the date such Insured Claimant acquired an estate or interest insured by this policy and not shown by the public records, unless disclosure thereof in writing by the Insured shall have been made to the Company prior to the.date of this ' policy; or (3.) resulting in no loss to the Insured'Claimant; or (4) attaching or created subsequent to the date hereof. ' 5. Loss or damage which would not have been sustained if the Insured were a Purchaser or encumbrancer'for value without •. • knowledge, 1 ' 6 Usury or claims of'usury. i , 7. "Consumer credit protection,” "truth-in-lending," or similar law. , CONDITIONS AND STIPULATIONS ,, 1. DEFINITION OF TERMS subject to all of the conditions and by reason of claimed unmarketability of Tht following terms when used in stipulations hereof. title, then all liability of the Company this lit mean: in regard to the subject matter of such . p° Y 3t. DFFENSir AND ,PROSECUTION OF action, proceeding or iTaceer'shall cease (a) "land": the land described, Ar IONS=--N OT,CE OF CLAIM TO BE and terminate ovided however, that specifically or by reference, in Schedule GIVEN BY THE ENSURED provided, ' failure to notify shall in no case prejudice • A and improvements affixed thereto (a) The Company at its own cost ) p the claim of any Insured unless the Coin- , ,, y Y which by law constitute real property, and without undue delay shall provide panty" shall be actually prejudiced by (b) "public records" Insured t those records (1) for the defense of the Insure in all such failure and then only to'the extent which impart constructive notice of mat- litigation consisting of actions or pro- of sash prejudice. tees rdating to said land; ceedin s comment'd against the Insured, r: "knowledge",Actual knowledge, g g t a The own cost shall have the or defenses restraining orders or in- not constructive knowlrcd a or notice junctions interposed against a foreclosure right at Its owns cost to tnstitulie and . p or sale of the mort a e and indebtedness prosecute any action or prc�teeding;or do which may be imputed to the Insured by g g any other act which in its opinion may '' reason of any public records; covered 'by this policy or a slate of the be necessary or desirable to establish the t (d) "date the effective dace; estate or interest in said land, or(2) for title of the estate or interest or the lien ' such action as ma be appropriate to "mortgage": deed of the mortgage as insured;and the;Coni= (e) mortgage : mortgage, eed of escabliiih the title of the estate or interest aril ma' take any a pro riate action ' trust„ trust deed, or other security in- or the l�"en of the mortgage as insured, unde le terms of this oli y whether or strunient; and which litigation or ar ion in any of such oat it shall be liable thereunder and shall (f) ""insured the party or parties events iS founded upon an alleged defect; not thereby concede liability .ox` �uiiaiv�l named as Insured, and if the owner of lien or encumbrance insured against by • > any provision of this policy. • ' the indebtedness secured by a mortgage this policy,and may pursue any litigation by s (d) I i all cases where this oli shown in Schedule 13 is harried as an to final determination in the court of � ) policy , • Insured in Schedule A, the Insured shall last resort. pt:hlntts or requires the Company' to prosecute or provide for the defense of include (1) each successor in interest in (b) In case anV such action or pro-- any action or proceeding, the Insured bk un, or defense inter I 'provide defense in such action ownership of such indebtedness, sh -rov'u g t to so'prosecute (2)any seeding shall be a s taE: s���; re to it the tight such q res the estate or posed, or in case knowledge shall come p or prC,-, interest referred to In this policy by fore- to the Insured of any claim of title or, �' cee�drng, and all appeals therein; and closure; trustee's sale, or other legal interest which is adverse to the title of permit it to use, at its option, the„name (...' neSS, and manner in satisfaction of said indebted- the estate or interest or lien of the mort- of the Insured fo'rsuch purpose.Whenever strumen alts(3) whichdt is an agency insurer in, 1 Porsdam insured, o hi h the Co mt cause iihtan st give by Cott atiy all-reasonable gage n r Which er 'Company, Ins g ,.. a may liable by virtue of g able - t:h the un g guaranteeing policy, or if the p y rice contact shall or ma 1�•. 11ab1. ”' guarantor u.trant insuring or tiara tees" said oss o �a heoln u...� f this ;rid in any such action Qr proceeding in sa uagrantor undtar air rnsura � edIn i indebtedn t y p tther•eof whether faith Cehes indebtedness obtaining switnesses, of giros prosecuting, of 0 ess,or an part c to sell t� � r � y, othervv se to the provisions r '� polity, by $ Est good Yfaith action the tg�and insured herein or not subject secured b a more a e covered g ` p �, PlEf� FITS E rovisU nstli�e leases'oroContracts to sell lease or rtiorr pe ,Insured Company the Incur•AFT Ate ISI F TiTIII: gage the same;or 1f the successful i�ld&i r 4Ur P1oTiCE OF Loa5ncuLiMdtii►tf�r'1 aF �' If an I' red owortgag the r.td`bbte nei at bylth p y r a.purcha e In caddiciori to, the notices r . rrs, ure sale under secured by a mortgage'e des this olic refuses to a cited `o • i Schedule B acquires said estate or interest, and id any such event the title to said under paragraph 5 (b)'• a 'statement in or steels, s sale, or legal manrt�:r � i xblritct':he�Insui�edr�shalltte�� � . _ ,� claimed,_, y , dama c for which �� � � � , ` eof, by forec osure d AS upmarket t g, writing of any,lots or 4 tru g, notify the Com it it claimed the Company is liable under I g • b�rrc farci'enofofo��� an federal eagency�nY an thereof be?�i given to the Company this policy shall be furnished to the Go�ln- o g' o. If such parry ° h notice t5 then r �shay � piny withih gritty days after such loss or ' , � ', interest or any acquires.said a estate wittlen�ten days of the receipt of process dams e shall have been and ' I umenta ' Genes f an . pa , . p lcrg . not, no cif, ti cruento the tr der' q �i insurance c�arrtra� g _ . w g..� of���action shalt xc � s or if the Insured shallll ct or rivar in writing, rom tl notlf the Com °an' p Y y p �` Insured under this policy until thirty ;dhcsi tuei rid c en um .. y arity g g - b of an efoct:; or uarziiteein the rn ebt- g incur in y N l Gtr Brat; � bi•anoe' irt- days s after such sCatenietit sh 11 have been I''' ;tFiii policy; by a n'oprtj�aige coveted chic lrnovulsd�enof the litsured • � . � • ), � try shall be had e b g which shall color: try,the furnished, and no recov licy; or..,any . ,.arc there shall not in wr 13 the policy r �. polls ln><ured a c�ic continue�c►r insci�utnent fi�t�f� Sured,. � itlnor� promeptly � n shill��o.►titi�erlced�t�re>eeibn�It�rIr� ,� ouch y ,. . , In force It rt + i t. arc o , „ .8 y y notify the,Ct;a' parry,of arty sus leci ion five eat's after a at ' y pit'altion of sand thirty � ja r . , • AO. , �, : I A CONDITIONS ND.STIPULATIONS„(Continued'from inside front cover) ' day period.,Failure,to furnish such state- Insured, except to the extent that such settled on a'pro rata basis as if the face ment of loss'Or.damage, or to commence payments reduce the amount 'of the ' amount of this policy was divided pro ' ' ' ' such action within the time hereinbefore indebtedness secured. by such mortgage. rata as to the value on the date of this ' . specified, shall, be a conclusive ' bar Payment in full by any person or vol- ' policy of each separate independent parcel against maintenance by the Insured 'of untary','satisfaction or release by the ' to the whole, exclusive'of any improve- ' any action under this policy. Insured of a mortgage covered by this ' ments made subsequent' o the date of S. OPTION TO PAY, SETTLE'OR COMPRO policy shall terminate all liability of the ' this policy, unless a liability or value MISE CLAIMS - Company to the insured, owner of the has 'otherwise been agreed upon as to • The Co'mpany.shall have the option to... ' indebtedness secured by such mortgage, each such parcel by the Company and , ' pay or'settle or compromise for or in the except as provided in paragraph 2 hereof. the Insured at the time of the issuance of • •name of the Insured,'any claim insured (e)When liability has been definitely this'policy and shown by an express . • '; against or to pay the full amount of,'this fixed'in'accordance with the conditions statement•herein or by',an endorsement ' policy, or, in case loss'is claimed under of this,policy the loss'or damage shall be attached hereto. • this,policy by the owner of the indebted ' payable within thirty,days'thereafter. 9. SUBROGATION UPON PAYMENT OR ness secured by a mortgage covered by 7. LIABILITY NONCUMULATIVE ' SETTLEMENT . this policy, the Company shall have the Whenever the Company shall have , ,option to purchase said indebtedness; !c is expressly' understood' that the settled a claim under this 'policy, all such purchase, payment or tender' of amount of-this policy is reduced by any right of subrogation shall vest in the ' payment of the full,amount of this'policy, amount the Company may pay under'any' Company unaffected by,any act of the , ' together ,with all costs, 'attorneys', fees Policy insuring the validity or priority Insured,and it shall be subrogated to and • and expenses which the Company ' is of any mortgage'shown or referred to in be entitled to all rights and remedies , obligated hereunder to pay, shat!'fermi-. `Schedule B hereof',or a;ny mortgage here- which the 'Insured would have had nate all liability of the Company here- after executed by'tbe insured which is.a. against any person or property in respect' .'t H ' ' under,:In the event, after notice of claim charge'or lien on the estate or interest 'to such claim had this policy not been ' ' has been given to the Company,by the described' or referred to in Schedule Al-,' issued.If the payment does not cos,,„.••the ' ' Insured, the Company ofers to purchase and the amount so paid'shall be deemed a ' 'loss of the Insured, the Company shall . said •ndebtedness,, the owner of such ?payment to'the'Insured under this policy: ' be subrogated to such rights and remedies indebtedness shall transfer and assign The 'provisions of this paragraph num..., in the proportion which said payment - said indebtedness and the mortgage secur- bered 8 shall not apply' to an Insured : bears to the amount of said'loss.. If loss . ing the same to the 'Company upon • owner', of an indebtedness secured by a” should result from any act of,the In -, . payment of the purchase price. ' mortgage shown in Schedule B unless sured,such act shall not,void this policy, such Ins,ured;iacquires title to said'estate but the Company,,in that event,shall'be 6. PAYMENT OF LOSS or interest in satisfaction Of said in� required to pay only that part of an (a) The liability of the Company ,debtedness'or any part thereof, losses insured against„'hereunder which under this policy shall in no case exceed, shall exceed, the amount, if any, lost to ' . in all,,the'actual loss of the Insured'and O. COINSURANCE AND APPORTIONMENT the Company by reason of the impair- costs and attorneys fees which the Cont- (a) In the event that a partial ment of the right of subrogation.' The.' " piny may be.oi,:igated hereunder to pay. loss, occurs after the Insured makes are'' Insured, if requested by the Company;', ' . ' ' ' (b)The'Company will'pay, hi addi- improvement subsequent to the date of shall' transfer to the Company all rights tion to any loss insured'against by this this policy, and'only in that event, the ' and remedies against any person or prop- policy, all costs imposed .upon the In- Insured becomes,a coinsurer to the extent ' erty .necessary in order to perfect such , sured in litigation carried on by the hereinafter set forth, ' right of ,subrogation,'and shall, permit, Company for the Insured, and all costs If 'the cost 'of the improvement ex- ' the Company to use the name of the (i: . ' ' and attorneys' fees in litigation carried' Leeds twenty per centum'of the ainoun'c ' Insured in any transaction or litigation '',' ' on '•by the Insured with the Written of this 'policy, such proportion onnly of involving'such'rights or,remedies. . autl:t)rization of the Cbmpany, any partial loss established shall be borne If the Insured is the owner of the in- (c)No claim for damages shall arise by the Company as One hundred twenty debtedness secured by.a mortgage covered' '' '' " or be maintainable under this policy'(1) per centum of the'amount'of this policy by this policy;,such Insured may release if the Company, ,after having received' bears to cap s'utn'of the amount of this or substitute the personal liability of any notice of art.alleged defect, lien or en- policy and'the amount expended Ifbr the. debtor or guarantor, or extend or other-' , ' cumbrance not excepted or excluded ' impro ti. ent, Th,e foregoing provisions wise modify' the terms' of payment, ,or ' i herein removes such defect, lien or en- shall riot apply to costs and,'attDrne,ys', release'a portion at the estate or interest i ,cumbrance within a reasonable tirne after fees incurred by the'Corripany;in'prose- ' from the lien of the mortgage, or release ' receipt,of such notice, or(2)for liability cuting or providing for the defense of any collateral security for the iindebted- a' ' voluntarily assumed by the Insured in ,actions or,proceedings, in behalf of the nes,s, provided such act does not result in m settling any claim or suit without 'Insured pursuant to'the terms 'of this any loss of priority of the lien of the written evo the Com y' sun- in such or tb costs im oshand shall TRACT consent of an or (3) olic d on,the e Insured more a e p C, I:' p g g .'.. in tF event the title is rejected as actions or proceedings, sh� tia. POLICY ENTIRE CONT • marketable because of'a defect,'lien or :apply only to that portion of los Any action or actions or rights of teases which , encurnliarice not excepted or excluded exceed in the aggregate:ten per cent of action that the Insured may have or may , in this Policy; until there has been a the face'of_the pblic) , bring against the Companyi g y rdvided hoiivever, g arising e anti final determination b a court of cam- p ,' , that the fore oin'� of the status of the lien of the mortgage t 'jurisdiction sustai,rii'ri such re- chin provisions apply y covered by insured the herein ttle f h y e , any loss a shall riot is P eb. es at or ii ti is� or hf tist potent I g sttrancc rov s ection; resin out of a lied.,Or ent:um- ' (d) All payments under this policy, 'brance fora liquidated' amourit 'which' ' based on the pro sons p ,y+ 1 •. except �paytnents made for ll`reduce n fisted r+vnthe date bf t� od d' ' ' callo provision or cortditiogn of this policy ,' at- existed his policy an n he waived or changed - ount of the,tnsura " p i endorsed hereon r attached• � s fees,and ea,enscs�ce pro tanto further,such co risurance�rovs cans shhall� writing �mod'�,.. the President,r as Vic torney l the the am „ H and no payment shall be made without not appi.v to any loss if,,at the titrae of the hereto g by A. e- athis .'.olio rfor endorsem be the ,� lases' ass s, the alum of Secreizi" 'or otSecretary,alda a"n officer of kuch:producing.' eht un e,s the ent ocr�+.Y, • f such bloss.. itTipr ,, ties hot Preside the other validating As�tstan f ^ l fst�or de toyed'in which case`proof cxceeta.,ne hu this `Slit twenty r ten red df 'the Nampa :! ENT a�, policy, • st y per, to niche OYates, WHER fur, the vC cr' All noflce° o s bs rtiotint C Y b II` the land des abed ' s. re ufte to be',given the s..or estrucuon shall .. en�ed �• :�� ,` � d to chi, satisfaction of the Cote- or reI" f anindebmdnes�ssecu ed�bifarno ta�eandnc�ed�tl A is divisible inth sear;ite xq(upedyinbo��ftytrnshe ef}ie in writing „ sl,aviiti .in Schedule B isyan Iiisg[treol ti .u.us Mid c Stich uous parccli, ter t coif. ciao(( include the tiitinber, `' po p and shnil be addressed too Mk old t such'payments shah, single `asg is estab s it to the ot�mice herein then t ant sih`le sits xnd tce,s are nit ale has wihlch ►ssuied thl_ y t Shall hot g a t . duce pro taneo the artiount of the in of ecting tine ortimore DE said parcels bit a 1p � ttilc iii' o iQa haitne i`e raffles aulr Ai+e,i��Fiortirit#'ti ".... Sui>ince afforded hereunder its to such not all, the Iasi( sh>xi)i be computed mild Oregon �`i"2o4 , 4 I l' n \.. ■ SCHEDULE A Amount $ 540 ,000 .00 Date October 22, 1984 At 11:07 AM !. INSURED • --CITY OF TIGARD , a munici,jal corporation--- • The estate or interest referred to herein is, at the date hereof, vested in CITY OF TIGARD, a municipal corporation, an estate in fee simple 4 • The land referred to in this policy is described as For legal description see Exhibit "A" attached --•^ • • p'X �1 ot pbLUcY Noy �# Ti 28 3.51853 r; r.1 .,f • • Order No . 53 3518 EXHIBIT "A" A portion of that certain tract of land in the W. Graham D.L.C. #39. In the Southeast quarter of Section 2, Township 2 South, Range 1 West, of the. Willamette Meridian, in the City of Tigard, County of Washington and State q , of Oregon, described as Parcel "I" in that certaind deed to Richard Norman '' Sturgis and recorded in Book 1004 , page 319 deed records of Washington County, Oregon, said portion being, more particularly described as follows : Beginning at a 5/8 " iron rod in the North line of said parcel "I" , which point bears South 89°l0 '54" East 205.33 feet from the Northwest corner thereof, and running thence South 02°15' 06" West 162 .00 to a 5/8" iron , rod; thence South 89°10 '54" E'ast'.272. 72 feet to a 5/8" iron rod; thence continuing South 89° 10 ' 54" East 23 .21 feet to a point in the East line of said Parcel "I" , being in the center of S.W. Hall Blvd; thence along said East line South 01°41 ' 56" West 215.03 feet to the Southeast corner of said parcel "I"; thence along the South line of said parcel South 78°37 '23 " ' West 305 .64 feet, South 11°02 ' 18" East 42 . 20 feet, South 78°57 ' 42" West 33 .00 feet, North 11°02 ' 18" West 42 .20 feet and South 79°24 '42" West ' ' 178 .50 feet to a stone at the most Westerly Southwest corner of said line of said parcel I , �Z parcel "T"; thence along the West li p "` '� arch 02°15 '06" East 483 .75 feet to a 5/8" iron rod inside a "I" iron pipe at the . Northwoct corner thereof; thence along the North line of said parcel "I" , South 89 ' l0 ' 54 "' East 205 .33 feet to the point of beginning. • S st' 5 .33, , fee ` , 7 r, , .4, , r" 1 « _ ! Oregon Land Title Association " \ti• . Standard Coverage Policy to SCHEDULE B This policy does not insure against loss or damage, nor against any costs,attorney's fees or expenses, any or all r '! of which arise by reason of the matters shown or referred to in this Schedule except to the extent that the owner �' ' •• of any mortgage or deed of trust is expressly insured on page 1 of this policy. h 1 Taxes or assessments which are shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in . taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascer- 1..: tamed by an inspection of said land, or by making inquiry of,persons in possession thereof. f, 3, Easements, liens or encumbrances, or claims thereof, which are not shown by the public records; unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance therof; water rights, claims or title to water, 4. Discrepancies,conflicts in boundary lines,shortage in area,encroachments or any other facts which a correct survey would disclose. 5. Statutory powers and assessments of Unified Sewerage Agency. 6 . The rights of the public in! and to that portion of, the premises herein ,, described lying within the limits. of S.W. Hall Blvd. , aka County Road No. 227. I , 7. An easement created by instrument, including the terms and provisions� ,.. ,.,�,< thereof t ` Recorded e --- , in nook 898 , page 43 Favor of 1 : Ad acent property owners li For Sewer lines ". Affects West. 15 feet' ' \t-f; ' , . , " 8. Sewer Line Agreement, including the terms and �'provisions thereof Executed by : Richard N. Sturgis , Trustee for MaXwe1l Sturgis and Lila x Sturgis I o A. Schmitz , husband and wife Dean Schmitz arid. Dorothy �;. S / Favor of R. Ue n -.5c :>.. y � / Dated : Jantxa.ry 12 , 1979 January 28 197.9 Fee. Recorded �� � 1979 , " No. 79 003004 � � � �� Affets • North o ne f oo t o f the Westerly most 192 . 5 feet 9 . An easement created by instrument, including the terms and provisions thereof; ��i No . � 79 002764 e o antxar 22 19�9 ��� Fee � Recorded J � r � s. January Favor of : City of Tigard For : 8eweer �I Affects : DeddriptiOn Undefined n likke 3 ot.kiie No. 351853 , Ti 30 1 1 3I w 1 r1 / n • ' .. 1 ..... .,... rl,..,.., I,.'I.;I.,� ....a.. ..-... r,.. ., ...-, „_- .. ... ...., r .t,�.4.:...........4.. a..., r .�.i ...., .r. ., .�r. r -.J ... .....r ..... ...4r_... ..... A.l..,.r_.l...,..a....un.f..ei:n .. r THIS MAP IS FURNISHED AS A CONVENIENCE IN LOCATING PROPERTY AND THE COIAPANY ASSUMES NO LIABILITY FOR ANY VARIATIONS AS MAY I3L DISCLOSED BY ACTUAL SURVEY ; ` First American Title Insurance Company.of Oregon 1 An•uum.1 DUIInlIJ mime of TIYiE INSUFANCE COUPANY Of OfPEGON _ ■ 310 S.W. FOURTH AVENUE, PORTLANO,OR 97204 , MAP 2S 1W 2DA (503)222.3651 ORDER: 351853 I I . X200.19 T. 10 i 0 • ° 2009 . w 13. 51 1 x 200,0 S 69 0 459,7 ,,�� d�,0 0\ a� • ��4,BU AC. i �«. •, • 32 4-00.03 R!T' 501 , 3.9 3 Ac. h ` dill 1 ii i •• , • if • I 6 V . 1 s� I I , I I • I , 0 600 N sYe"yg, �4e . > a03 Cdr. .r. Y YA co01/44,, I K 7 0 0 4 i I -.A...., II I r • 8 at'c ■ CIIYOF 11QJ WASHINGTON cowry,OREGON , n SITE DEVELOPMENT REVIEW APPLICATION CITY OF TIGARD, 12755 SW Ash, PO Box 23397 Tigard, Oregon 97223 - (503) 639-4171 FOR STAFF USE ONLY CASE NO. ,. . • RECEIPT NO APPLICATION ACCEPTED BY: DATE; 1• GENERAL INFORMATION Application elements submitted ' <;. PROPERTY ADDRESS/LOCATION 200 ft. South 01 S.W. (A) Application fo'rm (1) Burnham on West side of Hall Blvd. (B) Owner°s signature/written TAX MAP AND TAX LOT NO Portion of Lot 251-2DA. Lot 400 authorization (C) Title transfer instrument (1) SITE SIZE 3.8 Acres (D)D _.�. .� Assessor's map (1) PROPERTY OWNER/DEED HOLDER* City of Tigard (E) Plot plan (5 copies) ADDRESS �.0� Box 23397 PR O NE 639-4171 (F) Applicant's statement CITY Tigard ZIP 97223 (5 copies) APPLICANT* Smith/Dull Partnership, Architects (G) List of pro perty owner's � 091.5 S.W. 105th Ave, � � PHONE 6g2--6065 ) ADDRESS 20915 within 100 (1 CITY ; Tualatin �II� � 9706Z� � � �� � � (H) Filing fee When the owner and the applicant are different people, the applicant must be the purchaser of record from the owner possession with written horizat DETERMINED TO BE COMPLETE. or a leasee in posses out ion DATE DETEIZ�C � ' . . . ner or an agent of the owner with written Ali -.r. .��•.'..._i. O , authorization. The owner(s) must sign this ', application in the space ac rov i, ed on page two or FINAL DEC. nEAA,Lx �. .__ , n submit a written authorization with this application. f COMP. PLAN/ZONE DESIGNAT IO N 2. . PROPOSAL SUMMARY �ARY Theete of re c d y d of the solU edt. .property re q uest site development review approval to N.....P..:.. (..'.....N.,umher allow crst�u c ton� O �5� c Ceote _ .. p al Date: toi tic �Ude i th e c 7 t_y s.�i Ira r� ,i...p�o l�i r e and ra �.t . C1t11 a1 Final Approval Date: g P1...an�ain.. .:. Engineet' ng • • 4. List any variance, , conditional use, sensitive lands, or other land use actions to be considered as part of this application: site contctns some flood 1a 1 . 5. ,Applicants: To have a complete application you will need to submit at tac hments described in the attached information sheet at the time you submit this application. 6. THE S SHAL L CERTIFY THAT; A. The above r'ego.est does not violate any deed restrictions that itay' be • attached to or imposed u ,on the sub lest pro B. I€ the application is granted, the applicant, will exercise the rights I I I I g ra ated in acc ordance with t h e terms and subject to all the conditio ns and limitations of the approval. C. All of the above statements and the statements in. the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are 1�' false b D. The applicant has read the entire contents of the application, including ° the policies and criteri a, and understands t he re quirements for approving . or denying the application. • DATED this da y of 19 SIGNATURES of each owner (eg. husband and wife) of the subject property. . (KSLtPm/O524p) • I : I t- a ■ ' H PRE—APPLICATION CHECKLIST •. I. I I I Date �� •,' (44-- APPLICANT 2. PROPERTY LOCATION • Address' I i . >{,' I Tax Map/Tax. Lot 1 y • 3. USE I Existing • , ■ Adjacent Property J I r ' north ' • south 11 • east '/'' west . ■ t t 4. PROPOSAL DESCRIPTION ., '�� ._... .+r�.o....+.....iw:.�......�.... �. y • J i I , ... rr. ,wry P y. r. 1 5 CO,M VE PL PREHENSI AN'DESIGNATION . H. 6 ZONING RESIGNATION ,,, s}`1`t"` E . � RII 7. COAL REQUIREMENTS I a I Minimum lot sige/width .,.. _,... i)1 • Setbacks' front/ corder �.----- side 1M+,1 're.«�,• E) 11 e I Special setbacks streets established aa'a - ' Tower intensity zc�neF3 wet�.ands .I��,,,rHlYal ' ' flag lot : ac ces sor y �r uctures r . .- z eat lot dine . + rb„ ' -ra C '~ I aximi�m Tot cove g' < '.$ liE/ " 1,✓I0t. s -,+AI ' q r Maximum' building height ' r" �Special t .i ht Tim t s flag lot other I I I . r I j, • • Density calculation ".. Density transition .. • Landscaping street trees /gr./45 , buffer areasM�----- parking are L if z1) /s,v 4/t>04 gdrJ ear t 5 f /' ;11 / + I�?f :'Jt • ; t a��Ak � �t���°� Visual clearance 42., 00. ,, n • Parking and loading/ 4,4 �� `� rar ;/,n/ Access and circulation in /9t:> aQt, -.. , ‘5, .., 6'$tslAt-tt- ¢! Be OTHER CONSIDERATIONS • Sensitive lands flood lain. drainageway__--- 25% slope ---~--" ` X61)(065 OUT vc 1 -�7 . c • Wetlands Open space ;dg,Ai ..�. �C'; ►��-^ Historic overlay Street connections/bikeway s /_ -45itka . Right-of-way dedication (XSL:pm/0573P) • • • • • • • c k 7 i (II 1111°1 , l 7— '131:j VA-ri 05 afttrIP Tigard,surd, rcgon 9722 3 )$800 SW 57th Ave. i � ,. Portland, OR 97219 ig» Smith/Dull Parnership, Arch... {EEff 20915 SW 105 Ave. ROBERT RANDALL COMPANY 9500 SW Barbur Blvd. Tualatin, Or. 97062 _. .,~ A A , Portland, Oregon 972.19 600 .. . 2 f :, .. ,, ., , . Richard Sturgis ,IT 22.16 SW Sunset Blvd. �C�4' ----2,2 � Portland, Oregon 97201 l , , . J 0Ye 7a -1 i • I Gareth Ott Mr. Jeffrey Richard Sturgis µ z 9055 S.W. Edgewood 5640 SW Beaverton/Hillsdale Hwy Tigard, Oregon 97223 Portland, OR 97221 pa 100 501 AMBER INVESTMENT CO. 5555 SW 107th Beaverton, OR 97005 200 .REOH/ % SCHPHIT2 , 10950 SW Fairhaven Way r � Oregon Ti I I aXd 0 re 97223 I I 8 g 300 SCHRAMM 12530 SW Hall Blvd. Tigard, Ore on 97223 b00 BARNES % FIELDS PO Box 23366 Portland,l and Oregon 97223 , , Attt;,iiiii•li. 9,...4, .4,4_..../ I II I II . STURGIg I I I 10675 SW F`�inne r 8t, 'l'igard p or 97223 21)13 100 Q THE 1,{yl� �1�E� NW 1 A r 1,I G��I��ZAIi C�i�tt i�i?N�; °0�.,��� I . V10, Box 100 8 v t M ��aN�n t rr� � 01 G I Y 11 • • • • (� I .' 3 l'74°.'.'*'',*.".),*(1*+ 1 I 'S/1"'01 ' /A. +i l'''' *...f4,,' ,..11, .1M,, ' , ., . C ■ • ......,....++.. . •� ...+.�.++�........-n++....ww-w-.w+.-...w......n.w.r..�.+..u._� __ ,. ..,.�...r...,..rri .. � � - .�.,.,, ,.,,,.w, �.n..-..... .w__ . .e� del_ #T'`1 J' i..y°,,. 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" "a A' •i,t.x.-....,,. «,'.'n+'' °'F9.:,n„ ,�, 1 ••yi w r c ,ir • 1 4&A .. ,4C .,4 ',;:,',...„111 4w a {. ,r« .: • t I r, , 4, „ , . . , , rv, , , , . , . . „ ..,A... 'r i, r , . ,„,,, a �i� 1. 4 w f'�r.�+ lj 1 ., "bid' " \ 1 t I 11:4 1 1 . „ .I f I r MEMORANDUM �.� TO: Dick Bewersdorff wars _,�,LS 4 FROM: Jeff Munro RE: Police parking lot trees q• I i DATE: October 20, 199 Wanted to let you know that the Parks Division has completed the tree planting that we were required to do following the completion of the Police Dept. expansion. There were six trees installed, 1-LIQUIDAl BER(sweet gum) and 5- PYRUS(flowering pear). The planting was completed on October 12, 1 998. If any further information is needed or if you have any questions please contact me at text. 398. • II 1. b • m .77 .1 i ogh .. 1 1 .., ' , CO,' 'Py k . ,. . . . ... y . . �•.. .. . . NOTICE OF DECISION �' " TIOARD POLICE DEPARTMENT .� b iyi •' CITY OF TIGARD TEMPORARY OFFICE TRAILER S Community Deveropment , SftapingA Communicy p. TEMPORARY USE PERMIT[TIM 90-0006 120 DAYS = 12/9/98 , 'a .. ' SECTION I. APPLICATION SUMMARY • FILE NAME: TICARD POLICE DEPARTMENT TEMPORARY OFFICE TRAILER .r CASE: Temporary Use Permit TUP 98-0®0 0 PROPOSAL: A request by the City o f Tigard Police Department to temporarily place a 14-foot by 66-foot office trailer on 11 parking spaces within the existing City Hall parking lot. , • . 0 APPLICANT: City of Tigard OWNER: Same Ronald Goodpaster r 1 3125 SW Hall Boulevard ,, Tigard, OR 97224 '\, ZONING .i DESIGNATION: Central Business District, CBD. !, LOCATION: 1 3125 SW Hall Boulevard; WCTM 2S1 d2DA, Tax Lot 60400. • APPLICABLE . I. REVIEW , CRITERIA: Community Develoo p mert Code Chapters 18.32, 18.66, 18.102, 18.106 and 18.140, SECTION IL DECISION : NoticE is hereby given that the Planning Director's designee for the City of Tigard has p 1� year from the �. �, P OV � the request. This approval shall be valid f effective date of this decision. The findings and conclusions on which e e ova re or one � � � ! findings `� n h the decision was based are noted below: ipr , NOTICE OF DECISION TIGARoPOLICE DEPARTMENTTEMPORAY OFFICE t RAlLER= rU�fi✓-00�6 P A GE i or 4 a 1 , ,, •, , . . 1 A . . . d• . . *' . , \ , N OA*r• 0 I t ,a ; SECTION III. BACKGROUND INFORMATION — PH- -S)Pa* 111$1Q -1 ., ife The City of Tigard's City Hall, Police Station and Library were built in 1986. The proposed I , 1,:41,- remodel is a follow-up to the previous Police Department Expansion of 1997/1998. The 0,--i affected portion of the Civic Center is a parking lot that primarily serves the Police Department. 4 Vicinity Information: 4 y. Adjoining properties are all zoned Central Business District and either developed with for %. utility providers, civic use, industrial or part of the Fanno Creek floodplain area. . . , , Site Information and Proposal Description: ' . The temporary office trailer is proposed to be placed in a portion of an existing parking lot. . . .. , A total of 11 parking spaces would be temporarily occupied by the proposed office trailer. • . , . SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS .,,,, . •. e . COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: .. Community Development Code Section 18.140.070 C. 1 (a-h) allows the Planning , Director to approve or approve with conditions a temporary building. The approval . ... ,, criteria for a temporary building use are as follows: ' . „ . . . A. The temporary trailer shall be located within the boundaries of the parcel of land on which it is located; ., . B. The property to be used for a temporary trailer shall already be developed; • C. There exists adequate and safe ingress and egress when combined with the other uses of the property; as required by 18.108, Access, Egress, and• ' ' C Circulation, and 18.102, Visual Clearance Areas; ... D. There exists adequate parking for the customers or users of the temporary use as required by 18.106, Off Street Parking; . i , E. The use will not result in congestion on adequate streets; F. The use will pose no hazard to pedestrians in the area of the use; G. The use will not create adverse off-site impacts including noise, odors, . ,. ., vibrations, glare or lights which will efft the adjoining use,s in a manner which i. • . other uses allowed outright in the zone would not affect the adjoining uses, k • • H. The use cart be' adequately served by sewer or septic system and water, if - • , applicable. — , The temporary trailer appears to be proposed to be located entirely within an existing parcel of land, The site is presently developed with the related Police Department use that ,. . the temporary offices would suppott The proposed trailer complies with all applicable • ' - . l'. ' setback requirements of the underlying zoning districi. The trailer would not interfere with -' the existing access driveway or any clear vision areas. The Civic Center presently . . • . , • • . NOTICE OF DECISION TIOARb POLICE DEPARTMENT TEMPORARY OFFICE TRAILER-TUF,98-000e PAGE 2 or 4 , . • • .. . . • • • I r • • ?• , vi • eliminated to allow placement of the trailer. This would leave 167 parking spaces. The City also has 31 fleet vehicles parked in the Civic Center area which leaves 136 parking spaces. Based on the existing square footage of the Civic Center, a minimum of 107 parking spaces are required. Because a portion of the Police Department will be unusable • during the remodel, no additional parking spaces have been allocated for the added temporary office space. For these reasons, adequate off-street parking exists for both the existing uses and the proposed trailer. • • Due to its limited nature, the trailer will not impact the level of service on the adjoining streets. Due to its proposed location, no hazards are being created for pedestrians. The proposed office use is not expected to create adverse off-site impacts such as those listed within Criteria G. All public facilities exist within the Civic Center. The applicant indicates • that only electricity and communications services are to be extended to the trailer. Due to the level of development of the existing Civic Center, if needed other utilities can also be extended to the trailer. SECTION V. OTHER STAFF COMMENTS No other comments or concerns were received. SECTION VI. • AGENCY COMMENTS Service providing utilities will have the opportunity to review the proposal and decision within the ten (10)day appeal period. Individual utilities may request reconsideration of the decision if it adversely affects their utility or service to the subject properties or neighboring properties. SECTION VII. PROCEDURE AND APPEAL INFORMATION Notice: • Notice was posted at City Hall and mailed to: X The applicant and owners X Owners of record within the required distance X Affected government agencies Final Decision: DATE OF FILING: AUGUST 18, 1998 THE DECISION SHALL BE FINAL ON FRIDAY - AUGUST 28, 1998 UNLESS AN APPEAL IS FILED. • NOTICE or DECISION TIGARD POLICE DEPARTMENT TEMPORARY OFHCE TRAILER-TUP 98-0006 PAGE 8(00'4 r,' r • .gal My party� ��to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code that provides that a written appeal must be filed with the CKy Recorder within ten (10)days after notice is given and sent. The appeal fee schedule and forms are available from the Planning `; Division, or Community Development Department, Development Services Division located ', at Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. k riti8 DEADLINE FOR FILING OF AN APPEAL IS 3:30 P.M. ON AUGUST 28, 1998. • , Questions: • If you have any questions, please call the City of Tigard Planning Division at (503) `( 639-4171. ////lat,e4,. a -vitt—, • August 20, 1998 PREPARED BY: Mark Roberts DATE Associate Planner, ICP • ` August 2O 199$ PREPARED BY: Richard Bewers./ DATE Planning Manager I utp(nlhiaric rltup98-Oadet; • i • S e i W i110E OCEC 1S1 bN TIGARD POLICE DEPARTMEN T TEMp6RARy OFFICE TRAILER=TUB 9$-0006 PAGE d OE 4 • A e • . .. .'...„•t' ,. „ . . '' . • . . . . . .. . . , . . . . ' • • • • .. . ... . . . . . . . . 4. . . . '• . ' .. • . .. . . . . . . , . . . . , . .. . . • • . . . . . . . . ' • l' • ,, , . , .. . .. .. . , . , •, • . • . • , , . , . .. . . . . . . , . . . . . . . . , . ;' . , . . . .. r‘• . . , . . . ' . . . . . .' . . ...4.44 . . , , . . . , . , . , . . . , . . . .. . 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"f _ /1 C7 ► 41‘ /....../ VICINITY MAP , 0._ : ,,,,o . ., 111'00. - ' ,yam .: - TAP 98-0006 Ito ''' ... - II 44 le TIGARD POLICE 44400_ o (4, DEPARTMENT e -7oa� SiBJF.GT: • _ , TEMP PARCEL , , . OFFICE TRAILER _ . , , _ . = 1 - / V . \ 1 I I I I as NN..Y, Ill I I I I 1 I ih, _ . ., 14 . -kw \ 1 .. ill). I , ,. , - - , ..� a ' __ - Wl # --J / 4 QED° i r N - 111# IOW 1 fir . 111111 9111111114111 elks, �S- 0 -- 200 400 600 Feet gpai raw dial C/3 Ell am 1'=461 fee[ ht ST b g iiii ....- 10,,, , I N Mb& 1 MI Illall I City of Tigard I Information on this map is for general location only and ' — \ should be verified with the Development Services Division. •= I ` _ - 13125 SW Hall Blvd ill t\.� _ �_ i, Tigard, 97223 t (503)6394171 I tD � ,J / VI htfpJhyww ci.ti�ard.orus Community Development Plot date:Aug 13,1998;C:1magic\LIAGICO2.APR •. n, .' 0 ' • . MEMORANDUM 1 '± ,,w CITY OF TIGER OREGON } TO: Will D'Andrea-Planning 'ROM: Jeff Munro-Parks/Grounds Supervisor . DATE: 3/25/98 , . SUBEGT: PD Landscaping After reviewing the'landscaping plan for the new PD lot,I would like to make a few recommendations. It's my understanding that the Parks/Grounds Division will be responsible for planting eight two inch i caliper trees in the designated planter strips. Since these are non-irrigated area's, I strongly recommend that these trees be planted in the fall. With summer temperatures being'higher and the addition of more �,.",,,, asphalt and concrete in these areas, there will be a much highe., survival rate if they are planted later in the year. The Parks/Grounds Division will plant the eight trees no later than September 30, 1998. The . type and variety of trees to be planted will be determined by the Parks/Grounds Supervisor in . September depending on the availability. The trees selected will be conducive to parking lots and will have minimal impact on vehicles as far as foliage, debris and'sap.. i t h I. I; .+ ) 1 .» a e. • • From "Ronald Gaodpaaterer O0859.ci.tigard.o r.us> �. To: will @ci.tigard.or.us, JIMH.COT, DICK.COT Date sent: Thu, 5 Mar 1998 13:58:36 +0000 ,F •: Subject: Re: expansion Send reply to: 00859.cot py Copies to: JIIVIH.COT, DICK.COT Priority: normal Thank you. I will contact PW and have them send such a memo to you regarding the landscaping. Ron From: "Will D"Andrea" <WILL COT> To: 00859.cot Date: Thu, 5 Mar 1998 13:30:26 +0000 Subject: expansion Reply-to: willci.tigard„or.us Cc: jimh, dick Chief, there is more than the minimum required parking on the City ) space GTE so there is�no problem with not property and th�r lease's ace'�wdth having the parking area completed before the building is ready to ' move into. The code allows a certificate of occupancy to be issued if the landscai . M is no t complete if there is some type of assurance that the work will be completed. What I will need is a letter from Public Works stating when landscaping will be .corn le ` en the told that they be installing. ._ you have y will „ l al! the landscaping. any questions about this information, please call me at x315. Thanks., Will, D”Andrea -- Thu, 5'Ma. �99 8 Mar 14:13:54 • rt //*///4/11,4 r rtr.Y' i CITY OF TIG ARD Community Development • Shaping A Better Community MEMORANDUM CITY Or TIGARD • naafi ' TO: Greg Berry FROM: Will D'Andrea DATE: January 26, 1998 SUBJECT: Police Expansion Modification The request and recommendation tO relocate two trees has been approved, as per the January 23rd memos. 1 • • • • • • • Ak, MEMORANDUM igpvitioN4i(lk CITY OF TIG A RD, OREGON TO: Will D'Andrea,Current Planningl ,' FROM: Greg Berry,Engineering DATE: January 23, 1998 SUBJECT: Request to Modify Final Order for Police Building Addition In response to the condition of approval requiring preservation of certain trees, Public Works was requested to relocate the trees. As described in the attached memorandum from Jeff Munro,Public Works has determined that it is feasible to only preserve two of the trees. e `' y p a Consequently, ; r satisfaction of this condition of approval by preserving the two mentioned trees is requested. The landscaping requirements of the Community'Development Code will be met in all respects. r. • i O MEMORANDUM . • ti CITY OF TI AR ), OREGON r . ..,. o , I J 'Z'O. dreg Berry I 1 . FROM: Jeff Munro • DATE: January 23, 1998 , SUBJECT: Police Department Addition- RE, Removal and replacement of existing tree's at City Hall. We have looked at the feasibility of using a large tree;spade to relocate 8 existing tree's that are in the way of construction. Four of the tree's are in small planters. To remove these tree's the existing curb • .I • and asphalt will need to be excavated first, some of the excavation is outside of the construction limits and will require additional work to restore. Also these t.xee's are most likely root bound as a result of being in a confined space. These tree's would have a minimal survival rate, Two of the remaining tree's have existing utilities too close to dig without damage to telephone or gas line's. That leaves two tree's that can be relocated without major effort and expense, We recommend to relocate the two tree's that have a higher chance at survival,and remove and replace the other's. • • • • I , . I I I I { • 'r j. From: "Ronald Goodpaster" <00859.COT> To: All City Hall Employees, Administrative Services Manager City Administrati auilding Department, Community Developmerb Adrrririistration, Current Pla • e • Eng��ne ring Department, Otfice Services, City records, Illluroicipal Court, Long Range Planning, Finance Department, Library, JOHNR, JOHNE, MIKE, SAMM, JEFF, HOWARD, KATHYK, ED, ERIC, BEN Date sent: Man, 15 Dec 1997 09:45:38 +0000 Subject: Police Addition Send reply to: 00859.cot The purpose ft this i s to advise you of the construction that �s starting today that will add 3000 sq ft of space to the PD. The new addition will be built out into our parking area • The immediate impact is on parking ti1/4"k The area where the police employees park their private vehicles and the area behind our building where we park our marked vehicles is closed to parking. The area will be used exclusively by the construction company. During the day no vehicles are to go through these parking areas. I suspect the area will be blocked off in the near future. We have made arrangements to park 3,ur patrol vehicles in the GTE lot• police employees. r The p are parking their private vehicles in the general employee parking area. n. The construction will last about 4 months; Thanking you in advance for your understanding for any inconvenience this may cause you. If you have parking questions please feel free to contact me at ext 218. Ron n i Patty Lunsford _ -4 Mon, 15 Dec 1997 09:46:17 • • • X1 1 a -` E u f • ILI • j September 18, 1996 �.�� ��i� ,; ; CITY OF TIGARD) , , ,, . . ,- 1 , OREGON Greg Berry City of Tigard, Engineering Dept. . 13125 SW Nall Boulevard Tigard, OR 97223 Dear Mr. Berri: This letter is in response to your request for a 3,185 square foot addition to the Tigard • Police Department located at 13125 SW Hall Boulevard. „ This property is zoned CBD (Central Business District). The present use of the site is , 4. listed as a permitted use for this zoning district The existing Civic Center received Site , Development Review approval (SDR 29-84) in 1984. The Tigard Community ;,1 i Development Code, Site Development Review Section, states; "if the requested ; e • .. . . modification meets any of the major modification criteria, that this request shall be !' ,, reviewed as'a new Site Development Review application." �" .r, d 1 Section 18.120.070(B) states that the Director shall determine that a major ., e M- : modification(s) will result if one or more of the following changes are proposed. There �4 ,..,„41, ,,, { will be. ",.,,, ,, - <1.-at '4- I: ::, 1. An increase in dwelling unit density, or lot coverage for residential '° development. This criteria is not applicable as this request involves civic uses. i 'i. 2. A change in the ratio or number of different types of dwelling units. This criteria is not applicable as this request involves civic uses. . r 3. p g change that requires additional on-site parking in accordance with C • hapter 1 8.106. The existing City J Hall requires 36 12,51 0/350 parking.... spaces and the Libra-.,., r 9 � q � :.� _ ) P J.spaces � � �� • e uires 32 12 905/400 emlc e r est ( perking spaces. There are 89 .z � q p yes on the lag shift of the Police Department. The total amount olf , parking required for the existing structures is 107 spaces. There are currently p i178 ...arkklg spaces provided cm site. This expansion, therefore, does not ... require the addition of parking spaces. 4: A 1 � �� change�chi nge in the type of commercial or industrial structures as defined by , i / the Uniform The addition ree sires no change to the occupancy lbinr rr�n Code. ,�. classification and the type of building construction. • it 3 1.. 25 SW I-f OR (503) 639-4171 TDD (503 Blvd., Ti drd p;�y�e 1 of 3'�• � 97223 Q 1' � � 3i 639- (503) X84 27'2 . , 4, t 1 •, . . . - , 1 • , . • . . , • . . • .• , ... 5. An increase in the height of the building(s) by more than 20 percent. The , , addition will be the same height as the existing building. • 4, 6. A change in the type and location of accessways and parking areas where ,•• , • off-site traffic would be affected. This request does not require a change in accessways or parking areas where off-site traffic would be affected. 4 • 7. An increase in vehicular traffic to and from the site and the increase can be • , expected to exceed 20 vehicles per day. The use of the expansion is not - . • expected to increase vehicular traffic by more than 20 vehicle trips per day. This expansion is partially needed to accommodate a projected eighteen (18) officers . over the next five (5) years. This works out t.) approximately three (3) officers . ,. per year and is likely to be distributed to differing shifts. The code does not . require the consideration of expanding business operations when calculating • ,, • trips generated from expansions. The requirement is based upon square • . footage. Thee is no traffic generation estimate for a police station in the ITE . Manual. Given the long term increase in the number of employees and the assignment to differing shifts, the proposed expansion will not increase vehicular , , , , traffic by more than 20 vehicle trips per day in any given year's period. , , . ( t• . 8. An increase in the floor area proposed for a non-residential use by more . . than 10 percent excluding expansions under 5,000 square feet The proposed 3,105 square foot expansion is less than 5,000 square feet, therefore, . 1‘. • it is exempted. • r‘ . 9. A reduction in the area reserved for common open space and/or usable , . . ... open space which reduces the open space area below the minimum . • , 4 required by this code or reduces the open space area by more than 10 ., 1 ' \ , percent. Open space is not required as part of a commercial development. \ • . * \- 10. A reduction of project amenities (Recreational facilities, Screening; and/or, , Landscaping provisions) below the minimum established by this code or by more than 10 percent where specified in the site plan. Recreational , . , - facilities are not required as part of a commercial development. The CBD zone requires the provision of a minimum of 15% of the site for landscaping. There is N I currently approximately 40% of the site devoted to landscape area, The 1 - proposed expansion will hot reduce this provision to less than the minimum requirements in the zone, It A modification to the conditions imposed at the time of site development v4 review approval which are not the subject of B. 1 through 10 above of this subsection, The proposed expansion would not require a modification to the ., conditions imposed with the original Site Development Review (SDR 29-84) application. , Floae 2 of a 1 I f ° 4.Y- ' • , . , . • , 1 t • z . • This request is determined to he a minor modification. to an existing site. The Director's designee has determined that the proposed minor modification of this existing site will promote the general welfare of the City and will not be significantly detrimental, nor injurious, to surrourding properties provided that development that occurs after this decision complies with applicable local, state, and foderal laws. This request has been approved subject to the following conditions: 1. A buolding permit shall be obtained from the Building Department. 2. An arborist shall review and prepare plans that ensure the preservation of the existing large oak tree adjacent to the addition, and the proposed motorcycle parking. The landscape area supporting the tree shall be of an adequate size so ' parking.1 s the root system of the thee. In addition, a plan shall be as to� not darnag�.. '! � P submitted that innorporates and preserves the existing parking lot trees within the ,'t proposed noithern landscape strip. 3. A landscape plan showing the provision of parking lot trees in accordance with • Section 18.100.110. This section requires the provision of a canopy effect through the planting of trees for each seven parking spaces. 4. Before and after calculations for both landscaping area and parking spaces affected by this proposal. If you need additional information or have any questions, please feel free to call me at (503) 639-4171. Sincerely, t er j �y, � „: / William D'Andrea Associate Planner - c: SDR 29T84 land use file iacturpinlwililpiiiice.rnnnd � • ..- i iii ` r • • • • • •••••^•'. vi•••■ir"* ■ ft. 4, • September 18, 1996 CITY OF TIGARD) OREGON Greg Berry City of Tigard, Engineering Dept. 13125 SW Hall Boulevard Tigard, OR 97223 Dear Mr. Berry;• , This letter is in response to your request for a 3,185 square foot addition to the Tigard Police Department located at 13125 SW Hall Boulevard. This property is zoned CBD (Central Busineel District). The present use of the site is listed as a permitted use for this zoning district The existing Civic Center received Site Development Review approval (SDR 29-84) in 1984. The Tigard Community Development Code, Site Development Review Section, states; "if the requested modification meets any of the major modification criteria, that this request shall be reviewed as a new Site Development Review application," Se.ction 18.'120.070(B) states that the Director shall determine that a major rnodificatiori(s) will result if one or more of the following changes are proposed. There • will be: 1. An increase in dwelling unit density, or lot coverage for residential development This criteria is not at plicable as this request involves civic uses. 2. A change in the ratio or number of different types of dwelling units. This • criteria is not applicable as this request nvolves civic uses. 3. A change that requires additional on-site parking in accordance with Chapter 18.106, The existing City Hall requires 36 (12,510/350) parking spaces and the Library requires 32 (12,905/400) parking spaces. There are 39 employees on the largest shift of the Police Department. The total amount of parking required for the existing structures is 107 spaces. There are currently 178 parking spaces provided on site, This expansion, therefore, does not require the addition of parking spaces. 4. A change in the type of commercial or industrial structures as defined by the Uniform Building Code. The addition requires no change to the occupancy classification and the type of building construction. . 13125 SW kdt Blvd.. Tigard, OR 97223 (503) 4539-4171 MD (503) 684-1. 772 Pace 1 of 3 „ L .• • 5. An increase in the height of the building(s) by more than 20 percent. The 411/ addition will be the same height as the existing building. 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected. This request does not require a change in accessways or parking areas where off-site traffic would be affected. 7. An increase in vehicular traffic to and from the site and the increase can be . expected to exceed 20 vehicles per day. The uze of the expansion is not expected to increase vehicular traffic by more than 20 vehicle trips per day. This , expansion is partially needed to accommodate a projected eighteen (18) officers over the next five (5) years. This works out to approximately three (3) officers per year and is likely to be distributed to differing shifts. The code does not require the consideration of expanding business operations when calculating trips generated from expansions. The equirement is based upon square • footage. There is no traffic generation estimate for a police station in the ITE Manual. Given the long term increase in the number of employees and the . assignment to differing shifts, the proposed expansion will not increase vehicular traffic by more than 20 vehicle trips per day in arty given year's period. An increase in the floor area proposed for a non-residential use by more than 10 percent excluding expansions under 5,000 square feet The proposed 3,185 square foot expansion is less than 5,000 square feet, therefore, it is exempted. 9. A reduction in the area reserved for common open space and/or usable • open space which reduces the open space area below the minimum required by this code or reduces the open space area by more than 10 percent. Open space is not required as part of a commercial development. 10. A reduction of project amenities (Recreational facilities, Screening; and/or, • Landscaping provisions) below the minimum established by this code or by more than 10 percent where specified in the site plan. Recreational facilities are not required as part of a commercial development. The CBD zone requires the provision of a minimum of 15% of the site for landscaping. There is currently approximately 40% of the site devoted to landscape area The • proposed expansion will not reduce this 'provision to less than the minimum requirements :en the zone. • 11. A modification to the conditions imposed at the time of site development review approval which are not the subject of B. 1 through 10 above Of this sUbsection.. The proposed expansion would not require a modification to the 1? conditions imposed with the original Site Development Review (SOR 29-84) application. Pace 2 cf 3 p lI , I 11 '6 • • o I i , /This• Q request is determined to be a minor modification to an existing site The Director's designee has determined that the proposed minor modification of this existing site will promote the general welfare of the City and will not be significantly - detnrrientaI, nor injurious, to surrounding properties provided that development that occurs after this decision complies with applicable 1oc , state, and federal laws. This request has been approved subject to the following conditions: 1. A-building permit shall be obtained from the Building Department. 1;7-2-.---) An arborist shall review and prepare plans that ensure the - reservation of the existing large oak tree adjacent to the addition, and o � g rg adjacent e d the proposed� motorcycle , parking. The landscape area supporting the tree shall be of an adequate size so as to not damage the root system of the tree. In addition, a plan shall be submitted that incorporates and preserves the existing parking lot trees within the proposed northern landscape strip: `3. landscape plan showing the provision of ark`n g lot trees in accordance wit) = Section 18.100.110. This section requires the provision of a canopy effect through the planting of trees for each seven parking spaces. k 4. i3efore and after calculations for both landscaping re area and parking spaces affected by this proposal. .. have any questions, please feel free you need add�,ianal information If y orrriation or h y q � to call me at (503) 5394171 Sincerely, fiee' � &air� William D'Andrea ddd t:T Associate Planner • BDR 29-84 land Use file O Airp In MIlloc lir immd q . ) 01. rthE a C ., \\\i\c\k, .JOZJZO.M‘A T$ ``{)4 \ & 9, ` �d )tv\6" ; 6‘ 5kck , �' cor VA(31/4,1- NtA) 0,1\ j\A \\itNA • t • n n " From "RON GOODPASTER" <FINANCE/00859> To: Greg, Will Date sent: Fri, 13 Sep 199610:16:55 +0000 Subject: Number of people Working Will, this is in response to your question to Gary regarding the number of persons working our largest shift Our largest shift is days, 8A to 4P and there are 30 persons scheduled.. From 2P to 6P we have an overlap shift and there are an • • additional 9 scheduled to work So, between 2P and 6P there are a total of 39 persons scheduled. a.. I hope this answers your question Ron • • • ' 1 1 } , k n • a `"'1. v l: . ,:, 1 �,� • 1 'n •L 1 _. .. .,, .rw.«wr.r..d...,w.,ry.-wa...,,....,--.wr..•w..wa.»«,,,.,n•w.«.»,..«..-..,. ...wv..,..,.».,....e.«rn..w.,-.,.•: 1+•ys,. IF ,i it w �. n • is i S- . .4_, ,. .. allowable building height of, eighty (8 0) feet a Site ' . . . ; coverage Brill not exceed the eighty fie percent (85%), . , , im coverage .,emitted in the' CED Zone. The :ekisting ' landscaping exceeds, tae minimum .landscaping requirement for this �t a 'of use. � , . : L The existing access from SW Hall Boulevard is appropriately located and exceeds the code requirementsof . thirty (30) 1 foot access width, and twenty-four,. (24) foot pavement width. ' The, existing, twro hundred and twelve (212) .parking spaces i ' provided, oh site exceeds the number or required parking . spaces of ninety, : (90) when Combined with other existing 11e$S3 Ivor the purpose of this request, an addition of tour r � (4) 'parking spaces will be' required.' The number of parking . .. spates required will not' ',exceed 1004 'therefore., only one ' '' driveway is required, ' . ' The Addition-to the Tigard library ary will produce,an increase in vehicular traffic to H or from the site in � excess of 20' ` . . vehicles per day. The IT E manual states that libraries . generate 45.5 ADT ,(Average Daily Trip) per 1,000 square feet j . of building area size of the building addition. is feet a r� g 1�3 4 5»square p� ate The- a rc�x m L�3 p duGing 61 NOT per duly. pay owing . A fees�» �'rafficlioaaat wil�s, be reclu�.red to a. the X01.1 �Cht�ref or®, a�?1� Impact Fee, and Water Quality and Quantity • a Fee. ' d • was ublished in the news a i • b notices 1�r�t , h i��� w �' � perN posted 1 .. ' at city, Hall and mailed to ,, the apps.icanot��, . of re rd ers. . .�Within tkae required distance � , • e,,,, The affected 1eig '. organization : e ' o�ho>r�d� planning, ���g�a . ,:; , .Affected government agencies r a TIM itC1810N 6 . LL S, VT$AL ON 2747713 gal ,'� TNY APPZAL IS VILE, 11 SOtx02 Ot Dtc1S 0$ .sta. 9340611 Olt? ,v ' 1I,O PAG ' ' 1 f y •,, - •,max • 1' r . ., r rye y.�f,� f,4i1 t a r / I ,� Y 1M,,,.r. 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A t, h",.• *7 p ,!, ;, P f(r, r �T n b tft5 ry L tf" ,t,i tt. •.�ti' �f 4 rt',1 .r. %,y'r '3 ,'"" i :..,,,,,•;::..1.,,..:? ;s q.;, 04{iy. i,......,:"..•,•,....:,n r r c.iqq ., , r .1 t ',v •u r,- N 1,Q.1 Y -, •t Vl j'�! .) sir �,y {dd 175 l , 1 ., ). f', ' • ti ;, 1, a v ,C,"` r u i•,!k ]y '1h T '4k a t '1 ° , {,1t�r1'v t G•4."4AL7.r,.1C v7't;' A !p, • �i f.Yrrr ; 1 1, ti h }� f s X1�urs c� 1 �a'�£ r ay" ir,ryho `I � a l] *rr* tti-'n t t)'? �. 1 T.8 S j 4• 1 1 1 a•,�Sti } r FF �.4-4,1s,...4:tttG"�ty Cl f1�,'!Y'"' }y . r J t •," +4 •G,/ •,ry,1'+*,41 wl,..•4, Y, ..{ 0^1fY • k,^•v t -4•:..v.0s f' ,. l�]r • ' ' • �' �i'� � t 7 �� +xx� �'�� 's I 1, s•7` • �1` Y, f t p M �F�¢,� f,1''�f•,... 1. f 0• ,�d,"r4xli 1,, {}r,yd x,i.F1uy"t r r ;41l. ;,141 17 t . . 4![N,4 1 11µr r ,1,;1,,,,',1.1.(,•;,.,,T; C�a d;i ,1 ,,t 7 r ./441,••••il.w "�'s"�=1" ' 41;,141.0.,1,.;,,,•.'''' 'r t^y �1 , 1•.. 1 `,-r l A, <1 F r �_ „r .1 ,V 1,'44!, h'. t �t 1'.y .Y , t'y } w11).Y"�fC ,.,r .+�'r:41jx'';t7te�'}f` p?:u�t r•t 1' 1 t r, •7' ` 1 ,Y '1 •} .n,7 Y :Grp S,x..�r?, r}, r n. crl I,r e ,,.0 r .t' r.• rr , #�"''tA ti 4 +'' %'1,1R,� 4,! ' ' t• r ,�(� 1 ,>1 r,l y}F{ d ; it rn m• Qr' ! ,',1 !' •,� r '•z t 4:,,4`7}t +, h"i T 1a'}c,d 1 •1.: '�", q •f��, `'1c'.7 �• 'a 1" u 1,. ,/♦ '1 �'Ap,x14 „��. •:.,�I ; !,• 1 'cA'�,�} 6.'d4•!; t : , Y1. E. , .. , ,, ,.' :. ''e':•to • v, {,�t ,i,M1�t•• D .. ..t' • W 1 i , i I i • , i I i • From: "Greg Berry"� e <FINANCE/GREG To: FINANCE/WILL Date sent: Wed, 11 Sep 1996 12:23:21 +0000 Subject: (Fwd) Re: City Hall remodel Will Areas as requested except I'm not sure why he excluded PD. Area of proposed expansion is 3,185 sq. ft. Addional parking is part of project although it could be deleted if budget is insufficient. Forwarded Message Follows From: "Nets h/lickaelson" <FINANCE/NELS> To: "Greg Berry" <FINANCE/GREG> Date: Tue, 10 Sep 1996 18:09:06 +0000 a, Subject: Re: City Hall remodel ' A > From: "Greg i+ } •. m: Berry" <FINANCE/GREG > To: FINANCE/NELS > Date: Mon, 9 Sep 1996 16:61:30 +0000 > Subject: City Hall remodel f . We recently discussed with Will, the steed of getting City Hall area for lartduse permit. Are you still able to do this? Thanks. Sorry for the delay!! ° my rough estimates are: .-- Library = 12,300 sq ft i 3c City Hall excluding Police = 11,888 sq ft ,x'550 3E, 9 Lito ec) • 6t. Uce6A -C' • 1. � . r �.D= s. - .- �- �. . ,. y . ti - r Y: c.�...r -- --- ... w:' ,..,...-.,.- �-,.+ .�.._, --- - .�:---.., --+ - = =•.,yy„�� ...r.-.yam. �.. -- _ - _ -- - - - -- - - - - - - , - (Tl 1 <J Y U �-- " . '' ' 3151=-6 ity o ga <,Oregon - Option B 111111 p-ce om Mee al. IIIIIIIIII - 1:996 2000: 2=•Bare 'oota it-.-03 ect•ns 2015 (SQ FT per employee 250:1 FTE St1:Ft. FTE Sq Ft FTE S. Ft FTE S€t Ft FTE S, Ft _ f Engineering 13.00 1,256;: 1'5.00` 3,750 18.00 4,500 20.00 5,000` _22.00 5,500 ,, Community Development 24.00 6,000 26..00 7,000 29.00 7,250 29.00 7,250 30.00 7,500 IIIIIIMIIIIIIIIMIIMIIIIIII Administrative Services: 9.00 2,250 10.00 2,500 11.00 2,750 11.00 2,750 11.00 2,750 Finance/Accounting 9.50 2,37511.00: 2,750 11.00 2,750 13200 3,250 13.00 3,250 HIR&Risk 4.50 1,125 4,50' 1,125. 4.50 1,125" 5.50 1,376 5.50 1,375 ,... 11111111111111111 Computer Services. 2.00: 500. 2.001 500 3.00 750 3.00 750 4.00 1,000 - I ` City Administration 4.00 1 000. 5.00 1 260' 1 250 5.00 1,250 5.00 1a .250 : ` - a s City Attorney 0.00 3- 0..00 0 3.00` 760 4.00 1,000 4.00 1,000 • 66.00 16,500= 75.50 118,875 84.50 21,125 90.50 22,626 94.50 23,625 ,, ,Net Add 7,125 a'ammur Curren t Facilities-Sq Ft - Parking Requirements Current Proposed Additions Sq Ft Cost . _ _ City Hall; 8,650• City Hall a per 400 Sq Ft . 178 Police Phase 1 2,844 300,000 - • Water Building 6,600~ , Water' 1 per 400 Sq Ft 60 Police Phase 2 (Remodel) 130,000 Niche 2,700 Library 1 per 350 Sq Ft Police Phase 3 ? ? ._ . - Modular 1,400 Police 1 par empi largest shift Library 19,000 3,800,000 Niche 1 par 400 Sq FtI 29 City Hall 2nd For 6,€350 1,000,000 �. Total 267 Water Addition 1680 200 000 Total. 19,350 - / _ Police- _� 81600 ----- Pa••e ,._�.- - -_�, i-- ,_ _ _- .. ,.. . . . . _ .I _ , _. - - -. ._ . . _ _ _.. . . . . , . l - . . . . .., __________,_ 2 • •-_-1/2.--,..._. 14 - - - - - - -- - - --- -- - - --- - - - - - t - - - .. . , v y -_ _ Total Site . . - c : - City Hall _ _ 4 ' 100 SC) -PT Imperifious , -2 .3 _...; • k . • . i -___ - . 1 I Surface 1 - _ - 3 - and :1 J _ ,J J`J" . ,,4,;,....s.„.....„1,.s,,,......,..„..,,- ,_ .. .•.- ,...,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.; •••=Z:::;;;;%:::::Siiiifdt):•:e:•;;;:': -•--;';" ""."- I 7:. L Lea. :. '!f► - - - .ter%:: : ;,::' :::�::',:::':�:�:_:::°:::• �:i:'::::::�:�:�:::•`��•`�`��••=�` _ - - _ _ • s = i "r J`J`. - - - - _ __ �tom - _ , sy ::eiSr. _ _ - -- _ *-4"....-44--,-,,,,,,-• .:.•::.•Nowimum::.. . ._--....:-,.r., .-.. . -_7:-i' -.: . ',,,-,' R"T - L- .'tom,J Vim. _ - �_ _ _- �•j - _ - - _ ._.. ... _ - z Library _ . .. iii ___ __•___ ,._, _ _ ,_:. _ - _ - __, . . , . _ _ ... r " '36:2. -0'S'ii'"'- - - t .__. . . _ ,, _ ..- . 1- _ 4„ ' -- ... ' .1' 0- --- •- .. t's.'-,...-..7.-.i-,: A . . ....4 .-r-.---' ..' -' ' N . R 4 . j 1.a 4 �Y'f U-A/Iir-1 / s , Cl L_ a c.�'.-., All 7��C d ./ City Hall 8, 650 sq. ft. (;11, 070)', Water Building 6, 600 sq. ft. \t (8,424) Niche 2, 700 sq. ft . (3,100) ,, c1 Engineering Modular 1,400 sq. ft. (1, 440) Police 8, 600 sq. ft. (9, 000) TCYS 1, 600 sq. ft. (1, 700) Library 12, 780 sq. ft . (12, 900) TOTAL 42 , 330 sq. ft . (47, 634)r The Maintenance Services Facilities on Ash. Street were not considered for purposes of this discussion. The analysis was limited to facilities at the corner of Burnham and Hall although options 'considered include possible use of the Canterbury site and , the TCYC building on the corner of Ash and Burnham on an interim basis . Obviously, Maintenance Services needs should be considered before a final decision is made on City-wide facility expansion . '1 and improvements over the next 20 years . . Parking facilities are a major concern in any plan for facilities . , . The number of existing and required parking spaces by location is . . ,M as follows : existing/required by . P Code 132/32 spaces . ', City Hall Water Building 6x/24 spaces Niche 28/ 9 spaces Library 34/32 spaces �; Police 29/28 spaces Engineering (behind City Hall) 10/ 4 spaces TOTAL 297/729 . Under oning code requirements for parking, there would appear to be adequate parking in each location. In reality however, parking at City Hall is already inadequate. , shift ' There are 2s employees on the l3raest L . the Police D t ? 1 1 c e cars ,-� i in� � � � Lepar�..rient, 29 ..o_�c.. and 3 motorcycles that may be parked �. -' lot ot a t any time. Sven though all of the PoliCe vehicles are , not necessarily in the lot at one tike, a space needs to be L + reserved for each vei�ic 2,e to accommodate any combination of vehicles in or out of the lot , A minimum nimum of 60 spaces is needed . to a cocmmodate Police staff vehicles and reserved spots for Police • vehicles. There are 29 spaces currently designated for Police Use, leaving a deficit of 31 spaces, There are 23 employees and 15 volunteers staffing the Library at r anv one time As many' as 70 patrons use the Library in an and I A O children regularly attend Story Time (our most popular ?, . , . , 0 *°""r**, , r * k ♦' , . ■ .1 • • .1111 . ' : '.: w ADDITION AND REMODEL . • l i • specifications • • tr.....„);', 1 Wti 1 I r FL1)N Architect s 215 NV/Park Ave. ' Portland, OR.97209 503/224 0110 ' Y Fax 224-5948 {� L i uti 1 , • °o° c ricer k, P96,0702 1i 1 „...,. s I t' • uwnJ uu r . - 1 . \ % SPECIFICATIONS rat POLICE DEPARTMENT ADDITION AND REMODEL, TIGAR7, OREGON SEPTEMBER 1996 • Architects Project No. P96-0702 'R G H I T E C TS a, . H D N Architects, P.C. 215 NW Park Ave Portland, OR 97209 (503) 224-0110, FAX (503) 224-5948 .r Russell Hanson, Project Principal S T R U C T U R A L E N G I N E E R S James G. Pierson E.tgineering, Inc. 408 SW Second, Ave. , Room 505 Portland, OR 97204 (503) 226-1286, 'PAX (503) 226-3130 Jerry Estoup, Project Engineer ENGINEERS� , ELECTRICAL Interface Engineering 6542 SE Lake Road y Milwaukie, OR 97222 (503) 659-6394 H V A C Accipio,' Inc 4120 SE International Way Ste. A2213 Mil aaukie, OR 97222 (503) 652-9654,, Fak (503) 652-9652 I V E city of Tigard 13125 SW Hall Blvd. Tigard, OR 97 2 2 Greg Berry, City y Y Eng ineer (503) 639-4171 • n E • 1 I , POLICE DEPARTMENT AD DITION & REMODEL,o TIiARD TABLE OF CONTENTS DIVISION 0 }p Advertisement for Bid .. Instruction for Bidders Proposal Performance and Payment Bond 1. Contract • Prevailing wage Rates 1 r General Conditions General Requirements DIVISION 1 Section 01005 Summary of Work Section 01400 quality Control . Section 01500 Construction Faoiiitiies and Temporary Controls `` Section 01532 Tree and Plant Protection SeCtion 01700 Contract Closeout DIVISION 2 Section 02072, Minor Demolition for Remodeling Section 02200 Earthwork Section 02222 EzcaVation ,PJ ' 1 Section 02223 Ba.ckfillin9 . Section 02510 A.Eghaltic Concrete Paving DIVISION Section 03001 Concrete • DIVISION, 4 Ik , Section 04320 Veneer Masonry System f [ DIVISION 1 1 Section 0550 Meta.? Fabrications DEPT 1956 POLICE DEPT ADDITION & REMODEL, TAIGA D Contents a 1 4 IF. . I r t DIVISION 6: Section 06001 Carpentry� y Wor Section 06112 Framing and Sheathing Section 06114 Wood Blocking and Curbing ` Section 06196 Plywood Web Joists Section 06200 Finish Carpentry DIVISION '7: Section 07212 Board Insulation .; Section 07213 Batt and Blanket Insulation Sectiof 07240 Coated Insulation System , Section 07533 Elastomeric Sheet Roofing-Mechanically Attached-Conventional Section 07620 Sheet Metal Flashing and Trim Section 07710 Prefabricated Roof Specialties .r,r,` Section 07900 Joint Sealers -4A.. DIVISION 8 Section 08111 Standard Steel Relite Windows, Doors, and Frames Section 08210 Wood Doors Section 08520 Aluminum Windows System Section 08712 Door Hardware Section 08800 Glazing DIVISION 9 ii Section 09260 Gypsum Board Systems Section 09511 Suspended Acoustical Ceilings ; Section 09688 Carpet-Glue Down and Rubber Base Section 09900 Painting DIVISION 10: NONE DIVISION 11 : NONE 4 . " •, SEPT 1996 POLICE DEPT ADDITION r.. & REMUrJEJi:: q7w„CAR'.D Contents r r r 'rr - f I '• ' 1. ...1 , .. .. . �tl .. l r , Ili •. ( !t I+ DIVISION 12 . Section 12 512 Horizontal Louver .Blinds DIVISION 15 Y Section 15050 Basic Mechanical anica Materials s and Methods Section 15250 Insulation Section. 15300 Fire Protection Section 15400 Plumbing , Section 15780 Packaged Air Conditioning Units l,' Section 15880 Air Distrubution • ■ Section. 15950 ControlW> Section 15990 Testing„ Adjusting and Balancing DIVISION 16 Section 16010 Basic Electrical Requirements f'• }} ; • I . ADVERTISEMENT FOR :IDS .,- REMODEL A PORTION OF THE EXISTING CITY POLICE . DEPARTMENT AND CONSTRUCT 3,185 SQ. FT. ADDITION Written,• 4� sealed bids,will be received by the Engineering Department,City of Tigard, 13125 SW Hall Boulevard,Tigard,OR 97223,until 2:00 o'clock PM November 20,1957,at which time they will be • ,,. .. publicly opened and read. Proposals shall be clearly marked "POLICE DEPARTMENT REMODEL" and also show-the date and time of bid opening. �Y The project includes approximately the following major items: ' The work contemplated consists of the addition of approximately 3,185 sq. ft.to the City P pP Hall as the at the Police Department and remodeling,along with landscaping and parking ' modifications and minor demolition. Plans and specifications may be obtained from Ford Graphics,4011` 14th Avenue,Portland, Oregon for a non-refundable charge of$25.00 each. Copies will be mailed for an additional fee of$5.00 per set of plans and.specifications. -', 4 Plans and specifications may,be examined at the following Plan Centers:Daily Journal of Commerce, .'u• 1 McGraw-Hill Construction Data,impact Plan Center,Oregon Contractors Plan Center, Salem 1 Contractors Exchange,and Southwest Washington Contractors Association. 1 , All bids will be publicly opened at the designated time and place. They shall be intact with the contract ' • documents and must be accompanied by a bond,postal money order,certified or cashier's check from the • bidder in the amount often percent of the bid as security, - The bidder shall be registered with the Oregon Construction Contractors Board prior to bid opening. References s may be required if no previous work has been performed for the City. • bidder will contract and performance bond in form as The successful biddcr��ill be required to execute a formal contr Y p rm approved by the City's attorney. • The bidder shall comply with the requirements of the prevailing wage law in ORS 279.350. p r C Th e City may reject anY bY d not in n con liaise with all prescribed public bidding procedures and ` requirements,and may reject for good cause any or all bids upon a finding of the City that it is in the . public interest to do so. ' Daily Journal -.Noveirt 4&6 of Commerce Publish Date ber 6,1997 Tigard Times Publish Date u November 6,1997 ,' qq}} 1 K r , ,, •h r i , , , A , , . r 1) 1 , , , , , , ... 6 , . . . , . , , INSTRUCTIONS TO BIDDERS ' lump.sum or unit price basis as detailed in the ,,. Form of Proposal: The Proposal shall be either a p proposal section; If the project is on a lump sum basis, a single price will be entered at the , appropriate place in the Proposal. Modifying the lump sum price to include cost adjustments for, . additions or, deletions will be done by Change Order. Payment will be made for the work actually ;' ,x performed as specified in the Technical Specifications. The City of Tigard reserves the right to increase or decrease the amount of any class of wl^rk as may be deemed necessary. If such increase • or decrease in quantities exceed five percent (5%) of the total estimated work, either the City of Tigard or the Contractor may request that a Change Order be negotiated, Document Interpretation: The Contract Documents governing the work proposed herein consist of . the Drawings and all ;material bound herewith, These Contract Documents are intended to be mutually cooperative and to provide all details reasonably required for the execution of the proposed • work. Any 1person contemplating the submission of a Proposal shall have thoroughly examined all ,":, fV,. • .f the various parts of these Documents, and should there be any doubt as to the meaning or intent iu,.:„ ;. off"said Contract documents, the Bidder shall request of the Architect/Engineer, in writing(at least 6 working days prior to bid opening) an interpretation thereof, Any interpretation of change in said • • . • 1 ' Cor&act Documents will be made only in writing, in the form of Addenda to the Documents which will be furnished to all Bidders receiving a set of Documents. Bidders shall submit with their 1 proposals, or indicate receipt of all Addenda. The Owner will not be responsible for any other 'K • explanation or interpretations of said Documents: Exa tiination of Work Conditions and Contract Documents: It is understood that the Bidder, before 1 sigiing signing his Proposal, has made a careful examination of all conditions pertaining to the work and of , . '. the Contract Document;that he has fully informed himself as to the quality of materials and character . of work required; and that he has made a careful examination of the location and condition of the work and the sources of supply for materials, ., ', ' ' inform himself of, and I ��Each Bidder�shall� nf the Bidder awarded a Contract sha11 comply with Federal, ,. , requirement , ... ordinances ces relative to the execution of the work. This re u r,eme • �� �� � �State; and local laws, statues;'and ordi an q includes, but is no limited to, applicable regulations concerning minimum wage rates, �'' r nondiscrimination in the employment of labor, protection of public and employee safety and health, , 1 environmental protection,the protection of natural resources,fire protection, burning and nonburning requirements, permits, fees, and similar subjects. Site Conditions:. Bidder shall inspect the site with special attention directed to conditions of work" . Failure to do relieve . to enter in to a Co t and . ��� �Fail o so will not reli e�the successful Bidder of his-obligation Contract � • C'''"- 1 complete the contemplated work in strict accordance with the Contract Documents. • ,;, . Subsurface Conic;itionsy Test pits or test holes have not been excavated in the area of this project. 4, i Bidder shall make his own investigation and analysis of subsurface conditions. ' I 1 ' , , ,. , • •. ■.1 . , • • . ' ' , , , - * . , . • 1 • ' s . , . . . • , . . . 4' N' , • , 1 , . . • ,' , . . Substitution of Materials'. Except for equipment selected by the Agency, whenever any material, . . construction method,product, or process is specified by manufacturer, proprietary name, or catalog k number, such specification shall be the material or process desired. This procedure is not to be . , - construed as eliminating other products of equal or better quality when these products are fully •, - -s, suitable for the proposed application in the sole professional judgment of the City of Tigard. r . References to all such proprietary items shall be deemed to be followed by the words "or as . . „„ Nt,„.:, „, approved”or"approved equal," The Bid,d.er or his supplier may submit complete data to the City of a., '. 'a.„ Tigard for consideration of another material, construction method, product, or process which shall , t..„ be substantially equal to that specified. . Bidding Documents and Contract: The "Bidding Documents" (also referred to as the "Contract 't - . • Documents" herein)consist of the Advertisement for Bids,the Instructions to Bidders, the Proposal, . : - ' , Bonds, Contract, General Conditions, Special Specifications, Standard Details and all modifications . • thereto. Said documents shall form the Contract .. . . ' 'a . , Emaration ofPropeosAse Proposals shall be submitted on the Proposal forms that the City of Tigard . , issues. All blank spaces in the Proposal form must be filled out in ink, in both words and figures „ • where required, In the event to discrepancy,words shall govern over figures, No modifications shall , . „ be made in the phraseology of the forms, . , Any Proposal may be deemed nonresponsive which contains omissions, erasures, alterations, or , ,k i additions of any kind, (5r prices uncalled for, or in which any of the prices are obviously unbalanced, .4„. ', .. . : . . or which in any manner shall fail to conform to the conditions stated in the bidding documents, ' . , . . . . : C. The Bidder shall sign his Proposal in the blank space provided therefore. Proposals made by corporations of partnerships shall contain names and addresses of the principal officers or partners, . - „ If the Proposal is made by a corporation, it must be acknowledged by one of the principal officers a thereof, or if made by a partnership, by one of the partners. 4 . . . ' Bid Security:, Proposal must be accompanied by a certified check drawn on a bank in good standing, . .. . or a Bid Bond in the form bound herewith issued by a surety company authorized to issue such bonds • , in the State of Oregon, in an amount not less than ten percent (10%) of the total amount of the ii . ', Proposal submitted. This check or Bid Bond shall be given as a guarantee that if awarded the a . Contract for construction of the project, the successful Bidder will execute the attached Agreement •':„• t and fiznish a properly executed Performance and Payment Bond in the fill amount of the Contract price within ten(10) calendar days after notification of acceptance. , .. • t.' . .a The • e City of Tigard reserves the right to retain the bid security of the three(3)lowest Bidders until . ' signed . the successful Bidder has signed and delivered the Agreementand furnished the required Performance 1 t. .. ' and Payment Bond. Upon failure of the lowest Bidder to sign and deliver the Agreement and said L. , . . . bond,the second bid may be accepted by the City of Tigard; and upon failure of the second Bidder , to provide the required documents, the third bid may be accepted, . F. .. . , . . e. Bid securities in 1 the form of a certified check will be returned after the canvass of bids, except those • , a , .h. I . . 1 & • I 4'i • " / 1/4 of the three (3) lowest Bidders, which will be retained and returned within ten(10) days after the . Agreement has been executed or other disposition made in accordance with the provisions stated herein, Bid Bonds will be returned in the same manner as certified checks if the Bidder so requests. s, Submission ia02oaali All proposals must be submitted prior to the time and at the place prescribed in the Advertisement for Bids. Proposals shall be submitted in a completely sealed envelope addressed to the Agency with the name of the Bidder, the name of the improvement for which the Proposal is being submitted, and the time and date of the bid opening plainly written on the outside of the envelope. Modification of Withdrawal of Proposal: Bids may be withdrawn or modified at any time prior to opening upon written or telegraphic request of the Bidder, A request for modification should not reveal the bid price, but should indicate the amount of increase or decrease the Bidder wished to •, 5 make in a bid item or a total bid. No bid may be withdrawn after any bid has been opened. R.jtcLtiQn of Bids: The City of Tigard reserves the right to reject all or any proposals not in , , ft compliance with contract documents and to waive any informalities and/or irregularities in said .• proposals, Bids may be rejected if they show any alteration of form, admissions not called for, conditions or alternate bids, irregularities of any kind, a clause in which the Bidder reserves the right to accept or reject a contract awarded to him, or if they are not in conformity with the law. Bids in which prices are obviously unbalanced may be rejected, Basis of Award: The award will be made by the Owner on the basis of that Proposal from the lowest responsive, responsible, qualified Bidder. When projects are paid for in part with Federal,funds, the • award will be made on the basis of that Proposal submitted by the responsive, responsible, qualified • Bidder submitting the lowest proposal acceptable to the financing agency. If applicable, all schedules will be let under Contract, or as best serves the interests of the Owner. , • • If, at the time this Contract is to be awarded, the total of the lowest acceptable Proposal exceeds the • funds then estimated by the Owner as available, the Owner may reject all bids or take such other action as best serves the Owner's interests. , Award of Contract: Within sixty(60) days after the opening of Proposals, unless otherwise stated • os in the INVITATION TO BM or SUPPLE1V1ENTARY CONDITIONS of these Documents, the Owner will accept one of the Proposals or will act in accordance with BASIS OF AWARD, above, • The acceptance of the Proposal will be by written notice of award, mailed or delivered to the office designated in the Proposal, In the event of failure of the lowest responsible qualified Bidder to sign an return the Contract with acceptable'Performance and Payment Bond, as prescribed herein, the Owner may award the Contract to the next lowest responsible qualified Bidder, Such award, if made, , • will be made within sixty(60) days after the opening of Proposals. ;• Execution of Contract and Notice to Proceed: The successfial Bidder shall, within 10 days, not including Sundays and legal holidays, after receiving notice of award, sign and deliver to the Owner the Contract hereto attached together with ,, • lit I • • • .• • , i • /1 K... • acceptable bonds as required in these Documents; Within fifteen(15) days, not including Sundays and legal holidays, after receiving the signed Contract with acceptable bonds and insurance certificates from the successful Bidder, the Owner will issue a Notice • to Proceed outlining the Time of Completion of the Contract and the Owner's authorized agent will sign the Contract. • Performance and Pa rient Bond: The successful Bidder shall file with the Owner a Performance and •: , Payment Bond on the form bound herewith in the full amount of the Contract price, as security for the faithful performance of the contract and the payment of persons supplying labor and materials for the construction of the work,and to cover all guarantees against defective workmanship or materials, F, . or both, for a period of 1 year after the date of final acceptance of the work by the Owner. The ' surety furnishing this bond shall have a sound financial standing and a record of service satisfactory to the Owner and shall be authorized to do business in the State of Oregon. : The Attorney-in-Fact(Resident Agent)who executes this Performance and Payment Bond in behalf of the Surety must attach a notarized copy of his power-of-attorney as evidence of his authority to bind the Surety on the date of execution of the bond. • Failure to Execute Contract and Furnish Bond: If, the successful Bidder fails to promptly and I. = preperly execute the Contract and furnish the Performance and Payment Bond, it is agreed that the Owner will suffer certain damages which are,difficult to ascertain and it is further agreed that the bid , • • security is a reasonable estimate of such damages. In the event the successful Bidder so fails to ' execute the Contract and provide the bond,the bid security shall be retained by the Owner's liquidated •. damage, Time of Completion The time of completion of the work to be performed under this Contract is the .. . essence of the Contract. Delays and extensions of time may be allowed in accordance with the provisions stated in Section GENERAL CONDITIONS. The time allowed for the completion of the work is stated in the Proposal. { } ]Liquidated 1)arnages: In the event the work is not finally oinplete as provided herein, it is agreed • ' that the Owner will suffer certain damages which are difficult to ascertain. As a result, in the event • the work is not finally completed on the date specified herein, together with any approved extensions . : of the Contract time the Owner shall be entitled as a reasonable estimate of its damages, to the amount of one hundred dollars($100.00)in liquidated damages for each calendar day of such delay • until the work is finally completed(S'indays and legal holidays shall be excluded in determining the total days of delay) • ,4 nd The Owner shall have the right to deduct such liquidated damages from any amount due or that may become due to the Contractor or the amount of such damages shall be due and collectible from the Y y Contractor's Surety or the Contractor. ,. The above-described damages pertain only to time of completion of the contract and shall n. above-described not , preclude the Owner from claiming any other damages which may accrue under Contract law generally. • • NOTE TO BIDDER: Use preferably BLACK ink for completing this Proposal form. • • PROPOSAL To: City Hail Attention: Greg Berry Address: 13125 SW Hall Blvd. Tigard, Oregon 97223 • Project Title: Tigard Police Department Remodel and Addition '; Project No: • { udder: _ a., Address: • Date: - .•' Bidder's Declaration and Understanding The undersigned,hereinafter called the Bidder, declares that the only person or parties interested in this Proposal are those named herein,that this Proposal is, in all respects, fair and without fraud, that • it is made without collusion with any official of the Owner, and that the Proposal is made without any connection or collusion with any person submitting another proposal on this Contract, The Bidder further declares that he has carefully examined the Contract Documents for the construction of the project, that he has personally inspected the site, that he has satisfied himself as to the quantities involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the work • ,•: and to identify the said quantities with the detailed requirements of the Contract oa �3'' � � Documents; and that this Proposal is made according to the provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Proposal, • The Bidder further declares b Y y the signing g of the Proposal that the provisions required by ORS • '\ 279.350 relating to prevailing wage rates shall be complied with and included in his Contract. The 1 ' signing of this Proposal constitutes agreement to compliance, A separate statement is not required. The Bidder furt agrees that he has exercised his o judgement interpretation of w � i , her a f-e � ubsurface'information i i ern��adgement regarding the int�rp' i i�. �• s and utilized all data which he believes pertinent from the Architect, ), Owner, and other sources in arriving at his conclusions, g . The Bidder understands . .. Contract is awarded, the Owner may elect award all st Y �.• and agrees that if a C to a schedules under one Contract,separately, or in any combination that best services the interests of the <• j J • 1 'D, 1' I `• • Owner. Contract Execution and Bonds The Bidder agrees that if this Proposal is accepted, he will, within ten (1 0) days, not including Sundays and legal holidays, after notice of award, sign the Contract in the form annexed hereto, and will at that time, deliver to the Owner the Performance and Payment Bond required herein, and will, to the extent of his Proposal,furnish all machinery,tools, apparatus, and other means of construction and do the work and furnish all materials necessary to complete all work as specified or indicated in the Contact Documents. Certificates of Insurance The Bidder agrees to furnish the Owner, before commencing the work under this Contract, the Q certificates of Insurance as specified in these Documents. Start of Construction and Contract Completion Time The Bidder further agrees to begin work within ten(10) calendar days after receipt of the Notice to Proceed and to complete the construction, in all respects, of each schedule for which his Proposal is accepted within the number of calendar days after the date of Notice to Proceed by the Owner as set forth below; . y 160 Working Days . Lie uidated Damages In the event the work is not finally completed as provided herein, it is agreed that the Owner will ' suffer certain damages which are difficult to ascertain. As a result, in the event the work is not finally . completed on the on the date specified herein,together with any approved extensions of the Contract time, the Owner shall be entitled, as a reasonable estimate of its damages, to the amount of one ' • hundred dollars($100.00)per calendar day in liquidated damages for each calendar day of such delay until the work is filially completed, (Sundays and legal holidays shall be excluded in determining,the total days of delay) II &ynl�.r l C The Owner shall have the tight to deduct such liquidated damages from any amount due or that may become Contractor or the b �e� due the �;,ontrac; r amount of damages shall be due and collectible from.the 5t Contractor's surety or the Contractor~ +.. . 'h abate rib damages p only to of completion shall not • above-described �dairna es �rtam ord t p of the Contract and shal preclude the Owner from claiming any other damages which may accrue under Contract law .1 generally, JI •- Addenda .o The Bidder hereby y ackno wle d g g es tha t he has received Addenda No's y r y r i , • , .t ,t I c, iY r t - to these Specifications. (Bidder insert No, of Each Addendum received.) Sales and Use Taxes. . 1 The Bidder agrees that all Federal, State, and local sales and use taxes are included in these stated bid prices for the work. ,. i Lurn�p Suns The Bidder further pi oposes to accept as full payment for the work proposed herein the amounts computed tinder the provisions of the Contract Documents and based on the following lump, , g rnp sum ,,. amount. The Bidder agrees that the lump sum prices and the unit price represent a true measure of the labor and materials required to preform the work,including all allowances for overhead and profit , , i for each e and unit of work called for in these typ Contract Documents. The amounts shall be shown 1,, in both words and figures. In case of a discrepancy, the amount shown in words shall govern. ti LUMP SUM BILE FOR.ALL WORK AND MATERIALS SHOWN m ' CITY POLICE DEPARTMENT REMODEL AND ADDITION TIGARD, OREGON a The Bidder agrees to accept as full payment for the lump sum work proposed under the project as herein specified and as shown on the Drawings, based upon the undersigned's own estimate of quantities and costs, the following lump sum of: • _______ Dollars and Cents $ ' (Amount'written in words has precedence Surety the • awarded a construction Contract on this Proposal; the Surety who provides the � Bidder is a Performance and Payment Bond will be: • whose address is E ill., Street City State Zip .. which is the address 1; - o which all communications concerned with this Proposal which and with the Contract ' 1 ' ..J. r • • shall be sent. The names of the principal officers of the corporation submitting this Proposal, or of the partnership, or of all persons of the corporation interested in this Proposal as principals are as follows: • • • • • • •n n . .�.«.. ...... .... . .., ..i, .,, ..•.... a rr, it.,„., '�' , x X11 Int ', ,t PERFORMANCE AND PAYMENT BOND ' Bond No. • Amount: $ KNOW ALL MEN BY THESE PRESENTS, that . • as CONTRACTOR(Principal), and A CORPORATION, duly authorized to do a general surety business in the State of Oregon, as SURETY, are jointly and severally held and bound unto the OWNER(Obligee) herein, in the sum of • DOLLARS ($ ),for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. This bond is executed under the authority of ORS Chapter 279, of the State of Oregon, the provisions of which are hereby incorporated into this bond and made a part hereof. THE CONDITION OF THIS OBLIGATION IS SUCH THAT: . WHEREAS, a the CONTRACTOR entered into a certain Contract with , O the OWNER, • for which Contract expressly includes and incorporates by this reference all Contract Documents including the Invitation to Bid, the Instructions to Bidders, the Proposal, the Contract, the General — and Supplementary Conditions, the Specifications,the Drawings and all modifications thereto, ' IN WITNESS: This Performance Bond shall guarantee the improvement against defects in materials � p g of workmanship for a period of one(1)year from the date of written final acceptance by the city of Tr Tigard of Washington County by ' authorized representative. , its ar�thori� NOW THEREFORE,if the CONTRACTOR shall faithfully preform all provisions of such Contract for the duration thereof, including the one(1)year guarantee period, and promptly pay all laborers, ,' mechanics, subcontractors, material, men, and all persons who shall supply such work and services, persons supply services,shall su l such work.and a��d indemnify and save . � and rode and save all ersoris v�ho sh sn fy rn. I 1: I • rs es from all claims thereof or from persons harn��ess the OWNER, its officers, agents,.and employees p arising or alleged to have arisen by reason of work;and shall in the time and manner, under the terms and conditions prescribed, well and faithfully do, perform, and furnish all matters and things as by them in the Contract undertaken, and as by law, local, state, and federal, prescribed, then this , obligation shall be void, otherwise it shall remain in full force and effect. PROVIDED,HOWEVER. r :a In no event shall the SUIUTY be liable for a greater sum that the penalty of this bond. 1 he SURETY for the value received,hereby stipulates and agrees that no change, extension of time, titeration,or addition to the terms of the Contract,or to the work to be performed thereunder, or the Specifications accompanying the same, shall in any way affect its obligations of this bond,and it does hereby waive notice of any such change, extension of time;, alteration, or addition to the terms of the Contact, or to the work, or to the Contract Documents LL Signed and sealed this day of (SEAL) • • CONTRACTOR SURETY • n , By_ Aittorney-in-fact Approved as to form: d q ************** I j .• • . • ' • , 411; ' I CONTRACT THIS CONTRACT, made and entered into, in duplicate by and between the City of Tigard, •,. . '` . Washington County, hereinafter called "OWNER", and:• • hereinafter called "CONTRACTOR" for the project entitled: N, , . W I TNE S SETH: , THAT the said Contractor, in consideration of the sth. ,o be paid by the Owner in the manner and at the time herein provided, and in consideration of the other covenants and agreement herein contained, hereby agrees to preform and complete the work herein described and provided for and . to furnish all necessary machinery,tools, apparatus, equipment, supplies, materials and labor, and do all things in accordance with the applicable plans,general provisions and the special provisions bound . herewith, and in accordance with such alterations or modifications of the same as may be made by the Owner and according to and within the meaning and purpose of this Contract. This Agreement shall be binding upon the heirs,executors, administrators, successors, and assigns of the Contractor. THAT the Contact Documents, consisting of Invitation to Bid, Instructions to Bidders, Proposal„ "Contract", and the attached labor and prevailing wage infor.nation, Performance and Performance and Payment Bond, General Conditions, supplementary conditions, and Specifications, together with the Drawings which are identified as Tigard Police Addition and Remodel and modifications all bound 0: herewith.,are hereby specifically referred to and by this reference made a pert of this Agreement anci ',.• shall by such reference have the same force and affect as though all of the same were fully written or inserted herein. THAT the Contractor shall faithfully completz,and perform all of the obligations of this Contract; shall make payment promptly as due, to all subcontractors and to all persons supplying to the Contractor or his subcontractors, equipment, supplies, labor or materials for the prosecution of the work provided for in this contract or any part thereof shall pay all contributions or amounts due the State Industrial Accident Fund and the State Unemployment Compensation Trust Fund from the Contractor or subcontractors incurred in the performance of this Contract and pay all sums of money OVI withheld from the employees of said Contractor and payable to the Department of Revenue pursuant to ORS 116,167; shall not permit any lien or claim to be filed or prosecuted against the Owner on account of any labor or material furnished; shall promptly, as due, make payment to any person, copartnership, association, or corporation furnishing medical, surgical, hospital care or other needed care and attention incident to sickness or injury to the employees of such Contractor of all sums • • • , . ' ' ,.h. • • • .,a . p •" ' which the Contractor has agreed to pay for such services and all monies and sums which the ,a a..„ Contractor collected or deducted from the wages of his employees pursuant to any law, Contractor or agreement for the purposed of providing or paying for such service; shall pay all other just debts, ' dues, and demands incurred in the performance of the Contract; and shall in all respects perform said Contract according to,law; ' THAT the Contractor shall comply with the Prevailing Wage Rate Law and workers shall not be paid • less than the minimum daily rates determined by the Labor Commissioner. Once before the first ?: payroll payment and once before the last payroll payment, the Contractor shall file with.Owner a : •• Certification of wages to be paid as required by law. �• • THAT the Contractor agrees to remedy all defects appearing in the work of developing in. the materials furnished and the workmanship performed under this contract for a period of 1 year after u� the date of final acceptance or substantial completions acceptance as appropriate of the work by the Owner and firther agrees to indemnify and save the Owner harmless from any costs encountered in remedying such defects. THAT in consideration of the faithful performance of ah of the obligations, both general and special, herein set out,and in consideration of the faithful performance of the work as set forth in the Contract Documents, and in accordance with the directions of the Architect and to his satisfaction, the Owner . agrees to pay to the Contractor the amount earned, as determined ined from the actual quantities of work . ink preformed and the prices and other basis from the actual quantities of work performed and the prices \. and other basis of payment specified, and taking into consideration any amounts that may be deductible and under the terms of the Contract and to make such payments in the manner and at the ' • times provided in the applicable Contract Documents. • • IT IS expressly understood that this Contact in all respects shall be governed by the laws of the State ■ of Oregon and the ordinances of the city of Tigard of Washington County, It is agreed the time limit for the completion of the Contract��based upon the Proposal shall be the 4 . day of 1997. • • If Cr In the event that the Contractor shall fail to complete the work within the time limit above or • p , eo extended time limit(s) agreed upon,n, .a s m ore particularly u larl� set forth in t he Contract t DocuYerts, 'li liquidated damages shall be paid at rates described proposal. Sundays and legal holidays shall be •• `yl .«... ..,.„.,n„ ,,,.,, ',,, .,,.,.,. „„•I..,,:.:...i.... ................ .. n,.,,.,•.•... i....,.•,, ..J,.,, .,..,,.....u,.,,,..,nn,.,rrw,.„..,e u,.n. ,.,.. .,,•...r,r. .r, .r, ! i. .. ,.r-.,.. ,.....,. .,., , .,,,•.., .'.....,.....,........... • • excluded in determining days in fiialt. IN WITNESS WIiEREOF, , the parties hereto, each herewith subscribe the same •Y as of the day of 1997. CITY OF TIGAIUD OF WA SBINGTON COUNTY, OREGON Approved as to Form: By;' Attorney Title CONTRACTOR' By: Title • ti, A • r. { { • • f_ P . E. • • for . . • • , � , r • . 1 , ,,,,,,,,,,,,,....--,4- k , I • , ,ii\ ‘ „ 400--/..: ... .., 4),X1‘ ' , VCr *1110111 ...iteeti___... 0 * 411111 affair.. ilIN.... ..,„,,,,,p. ..,, * ,g,i, i 7,.. ,., c., . ,,,N ii....., * , !.L...1.11.07 "..7.....1. -. Alk. ''''..,;4°,4111111 P' 0 • • r ' •r 6 * , r �,/ " • A . v. leis:+•'''. ikIS • ,. •z ' VI ".. OREGON BURS OF LABOR AND INDI.ISTRIE .1, ck Ro rt Commissioner s 7 9 Bureau of Labor and Industries 4 1 1 o F r • . • BUREAU v1 , OF LABOR, AND INDUSTRIES s T'RIE S July 1, 1997 Jack Roberts Commissioner ' This booklet contains the prevailing wage rates for non-residential building and construction trades in the State of Oregon. These rates are effective July 1, 1997,and have been determined in accordance with ORS 279.348 through ORS 279.365. Rates are published in their entirety • twice each year,although specific occupational rates may.be amended more frequently . must be paid to all workers Prevailing wage rates are the minimum wages that p 'd t rkers employed in the ,��� .• constructions reconstruction, major renovation or painting of any public works. Copies of these ." rates must be incorporated into all bid specifications when the advertisement for a public works contract is issued A provision that prevailing wage rates be paid must also be put in the a contract. The rates in effect at the time the bid specifications are first advertised are those that apply for the duration of the project, with one 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 Legislative changes in the ,states prevailing wage rate law are highlighted on page 7 of this publication. any errors in,the rates published, 1 If you identify , ,pease bring them to the attention of the Prevailin g Wage Rate Coordinator in P ortland (731-4074j. If y ou have any questions about the prevailing wage are enforced; contact the.Wage and Hour Division in ;i manner in which the reva>�I>ln wa �e rates, Portland(731-4074). JACK.ROBERTS Commissioner ' Bureau of Labor and Industries PORTLAND EUGENE Suite ND 9105 E IVlau�,Suite 105 BEND MEDFORD , 800 NE Oregon SL#32 165 E 7tli Street, 220 1250 NE 3rd,Smite 5 700 ' Pd 5 731-4200 32 Eugene,(411)6864623 97401 541))388-6330 l INet55441)766-627 w ,I FAX(503)73I.4o69 FAX(541)6864980 FAX(541)388-6273 FAX(541)776-62694 — SALEM NDLETCD1� ? 3865 Wolverine St.NE;E,1 ' 308 $aletn OR 97310 200)-lai(e Ave„Sit�te ,�S •a" ,r i Pendleton,OR 97801 ;4 o 1 M 503. t )375-3292 AN I• , C,��LJA,L�PP�?R7't,JI�TITY EIvtPLUY�R (54i)276-�8�4 FAX(803) �t 'r ( )373-7636 FAX(541)276-2950,' x�y�� ��, •- ^n • • • .r Q. uu • TABLE OF CONTENTS July 1, 1997 General information 1-3 Commonly asked questions Booklet Note .. ---7 � Sample Language Apprenticeship Rule Change Letter dated April 29, 1997 ----- 9-12 July rate determination for: Heavy-Entire State Highway-Entire State and Non-residential building (exhIging Coos, Curry, Douglas &Josephine Counties) .. 13-26 Construction categories: - 27-28 July rate determination for Non-residential building in the counties of: 1 Coos, Curry, IDougllas & Josephine 29-31 List of debarred contractors w 32-33 airy' � hrou • will be Forms necessary to comply with ORS 279.348 through h ORS 2'�'�►.3�5� . found in the back of this booklet. • Contractors are encouraged provided as a . .. raged�to use the�forms lar®vt�de ��; copies, and to keep on file for prevailing wage rate projects. I. y„ 0. • • THIS INFORMATION IS AVAILABLE IN AN ALTERNATE FORMAT (� ANN_Q CEMEf LI • The prevailing wage rates contained in this booklet generally reflect non-residential building, heavy, and highway construction rates determined for Oregon by the Secretary of Labor of the United States ' pursuant to the Davis-Bacon Act; certain changes have been made to better reflect prevailing practices • in Oregon. Pursuant to ORS 279.348 to ORS 279.380, these rates have been adopted for use on public works contracts in Oregon. If you have specific questions regarding how rates are determined or if you would like a copy of this booklet, please contact: Prevailing Wage Rate Coordinator Bureau of Labor and Industries Wage and Hour Division 800 NE Oregon St. # 32 Portland, OR 97232 , (503)731-4074 The first copy is free. Additional copies are available for $2.00 each QEN BAL INFO'MATION ' Information in this section and in the "Commrnly Asked Questions" is meant to provide a convenient reference to Oregon's Prevailing wage rate Law. It is not 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 (541)388-6330 Portland (503)731-4074 • Eugene (541)686-7623 Salem (503)378-3292 Medford (541)776-6270 Apprentices and Trai • • Apprentices and trainees may be employed on public works projects: To qualify as an apprentice or trainee, the worker must be registered in a bona fide 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, For information call (503) 731-4072. The apprentice or trainee must receive all fringe benefits* and a percentage of the journeyman's wage rate which is ` i. ' booklet: This rate may be different than the rate contained in the Apprenticeship listed in this p Standards for the tr correct percentage shall be determined by the appropriate apprenticeship rds f trade. The correc p tag or training committee. 'All other workers must receive rates as published, Y • "',SEE APRIL 29, REGARDING NOTICE REGA B bl O TEMPORARY ADMINISTRATIVE. M. LE RE.RELATING T O ' PAYMENT OF FRINGE BENEFITS TO APPRENTICES AND TRAINEES, (PAGES 9-12) Zone E In certain trades, he basic hourly rate of pay progressively increases based upon the distance between 1 , , the job site and a designated landmark; this is commonly referred to as zone pay To determine the } + designated naiad c, find he correct zone based on the number of road miles the job site is from the closest . the rater of the city, de. e y (' the amount pay, e��� either er on distance from city hall or from geographical center priding on the trade) and add nt for that zone to h;e basic�� y e: Zone unlike travel pay} is the basic hourly Wage which overtime is computed. JULY 1: 1 e91 PAGE i • , 1' • ■ I, GENERAL IN,EQ,9ION.(CONTINUED) • I$id Sae�iiicaiia 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 requirement ~'this re uirement (ORS 279.352). All contracts and all contract • specifications for a public work are required to include a provision stating that the fee shall be paid to ' p7 the Bureau of Labor. Sample language is included in this booklet. 1, 11 �L NOTE: If a public,agency fails to include a provision that a contractor . and any subcontractor shall comply with ORS 279.350 in the advertisement for bids, the request for bids, the contract -.. specifications, the accepted bid or elsewhere in the contract • /l'' '. documents, the liability of the public agency for unpaid wages shall be joint and several with any contractor or subcontractor that had notice of the requirement to comply. Erin .n .f' I . , • 1 Payments for fringe benefits are h: acidiitip to the basic hourly rate. The term "fringe benefits" refers • ' to payments such as: a) medical or hospital care; pensions on retirement or death; compensation for injuries or • illness resulting from an occupational activity, or insurance to provide any of 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. 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.). I Every contractor or subcontractor that provides for or contributes to a health and welfare plan or a pension plan, must post notice describing such plans in a conspicuous and accessible place on the . ( project.[ORS 279.3E0(5)1 Fringe benefits may be paid to the worker in cash or to a third party I administering a fringe benef i t program. When an hourly rate in excess of the required prevailing base • rate is paid, the amount whi the rate is exceeded may be credited toward payment of fringe benefits, A, Overtime pP "� 9 by � ' h � 'slationirev��d h®9,ro�s provisions of Ores Senate Bill of end'became s entered 9, legislation RS to contract 234 was signed into law the overt 79:3 din when payment of overtime is due for work performed re into On or after �Daine 9 1997: This �2 34 regarding � on a public works job. The law requires the .a• rmerl overtime for work performed in excess of 8 hours in a day 40 in any one wee[ _ee e i the Work hours . 9 hours in any one week When any k week is flits consecutive Jaya; Monday through Friday; s 10 I ' through day or 40 ertime must also be paid for all Work performed folk on Saturday,�Sunday and the . � � � � Y Work Week hours f�rrida�, Qv e following other legal holidays: New Years bay, Memorial Day, indep endence Day, Labor Day, u . Thanksgiving Day and Christmas Day, i 234 also re .: cent 'wires eml ofshi a or beforeecotainencertientl of�worlthorgthe ocontact or liublic Works SB 2 either give Written employees 9 sects either at the time by postin a ' { ' employees to ef�s ma i�itbe required Y P R day days per week that y q ted b employees, hours er day and s, of the number of hou �i p y to work. . O ' ime is calcp t . no than one and one-half titles the basic y e vest- ° . � Mated at not less � hourly rate as determined by the C eir of Labor .. •benefits which are paid at the ht for every omi�riission r (not ir+cfud�ng fringe betel a straig rate hour workedl4 hi the computation of overtime, travel pay does riot need to be included, but Zone pay , differentials do ■ 9 , ir715sRAt._I F1.J1 mAno_b IcM. NTIIa0l ED) °• verttrn,0_,(Continued) ; Contractors who violate the requirements of the law are liable to the employees affected in the amount • . of their unpaid overtime wages and in an addition& amount equal to the unpaid overtime wanes as liquidated damages. Additionally, if the violation resulted from willful falsification of payroll records,' the contractor`shall be liable to the employees affected in the amount of their overtime wages and in additional amount equal to twice the unpaid overtime wages as liquidated damages. • NOTE: Contractors who are signatory to a collective bargaining agreement may be subject to different overtime requirements (ORS 279,334(3)). , • �! (iS .� of �aQil The law requires every contractor and subcontractor to file certain information on wages paid to each worker employed on a public works,contract. This statement must completely and accurately reflect payroll records for the work week immediately preceding the submission. A contractor or • a al subcontractor must complete and submit the certified statement contained on Form WH-38 as well as the information required on the weekly payroll. Form 111tH-38 and instructions for completing it are included in this booklet. 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; once before the final inspection of the project by the public contracting agency; in addition, for project. a cceeding t av ' submissions are to be made at 90 day intervals. When work on a project starts and finishes in 15 days or less, the contractor or subcontractor which performed the work shall submit a payroll and certified statement form which accurately and completely sets out the payroll for all the work performed on the project. Payroll information is to be filed with the public contracting agency, The payroll information must be kept by the contractor and or subcontractor for three years. • 1 1'. JUL Y 1 197 PAGE"� • ti COMiM1C�NLY SKEDC�UE�SILQ3 � 1) i 7" • 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 rnusth be p aid "prevaa)lr� p, p fates?'° All employees of a contractor or subcontractor engaged on a public works project when the total • price of the project is $25,000 or more must receive at least the prevailing wage rate (PWR) for • time worker on the project, unless otherwise exempt. Office/clerical employees and supervisory employees who are supervisory only and do not perform any hands-on labor are not required to be paid the PWR. A person who owns operates his/her;own truck on construction projects (Owner/Operator) is not required to be paid I the PWR. This does not include owner-operators of any other type of equipment such as bulldozer, scrapers, backhoes, cranes, drilling rigs, or welding machines. 3) �.� . • . . . . i f• • . 7 • When more than $2,000 of federal funds are involved, the contract is pia subject to the provisions of the federal Davis-Bacon Act, not Oregon PWR statutes. (Further information may be obtained from the U.S. Department of Labor, Wage and Hour Division, Portland, Oregon • ( (503-326.3057).) In the event that federal funds are involved, but the contract is not regulated under the Davis-Bacon Act, Oregon's prevailing wage rate statutes may apply (ORS 279.348 - ( 279:380). Oregon statutes pert. ;, • -,1.1a. .• ,-I .p.QhL iothAiaikend federally • regulated conthac tts. (OJiS 279,3341. 4) L n`t have a ne 'Ss ]• KS A 0.• u ate ring.e,h„?nefits? Workers must receive at a minimum the sum of the basic hourly rate plus all fringe benefits for each hour worked on a public works contract. Fringe benefits may be paid either to a third party • trust account or in cash directly to the worker, 5) lyly em Iciyee�rec.rjyr,..,hea th benefits: I get cr , .it fQrihe heaiti benefit when I rLP4211re my call on a public m1E104=1=11 • Yes. Any expenditures an employer' • I p over makes for bona fide employee benefits can be charged • against the fringe benefit payments designated in the prevailing wage rate booklet. To learn how • to compute the correct hourly charge, call the Wage and Hour Division (503-731-40`74). 6) Wilelelf the em e$s ar nos.paid_.bll an hourly basis? AO 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 hourly basis, the the equivalent wo� rd other than on an hourly rate for both wages and fringe benefits) must still be at le q published,lished, ( , 7) How do.1 e •Virtually all all of the job classifications/trades'normally used in the non-residential construction s PWR publication These industry are represented by the job classifications use y p . y j used this P classification tit be used according to common practices If you need residential © {es sh:�uld be al i . construction rates, or if you have questions about how to classify workers, contact the Prevailing ' Wage Rate Coordinator at (503)-731-4074, • do basic work requiring no "° ific skills, train Laborers who spec training, or lehowiedge are generally Ornamental i Group 1 Laborers, (Note that Landscapers are classified as Laborers, and classified as Workers are classified as Ironworkers,) • • f; , ; E , l h 1, w , - n S `./ ` 1. :' 1, II , c1�Ms12 A.BPCFD QUESTIONS (Continued) • . 8) When are'newr fective i • Prevailing wage rates are determined 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 bidfding process the prevailing wage rate changes, the public, contracting agency (not the contractor) has the option of amending the bid specifications to reflect such changes. 9) How a..L os ireva lleig.wage ratasZ • 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-sine. Rates need to be posted for the duration of the job. Contractor and subcontractors who intentionally fail to post the PWR can be made ineligible to receive any public works contract for up to three years. . 10) I What can l do'about a nttai g Y by comolvin.a wit_i Oregon' .By13.q l File a complaint with the nearest office of the Oregon Bureau of Labor and Industries (see list of offices on page 1), or contact the Wage and Hour Division, Bureau of Labor and Industries, 800 . NE Oregon St. # 32, Portland, Oregon 97232 (503-731-4 074). You may also complain to the ,` contracting agency, which has the contractual authority to pay PwR claims directly to a 1 contractor's or subcontractor's workers (ORS 279.314). a 1 1) Wh t.hel ner�'s tt oat �32r SChs d4-not mply] itl'j,.e'WR st to 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 (CARS • . 279.356). Also, the law now provides for a civil,penalty of up to $5,000 for any violations of the prevailing wage rate laws, including CMS 279.348 to 279.380 and the prevailing wage rate adminisitretive rules pursuant to those statutes.• Contracting agencies 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 actioh against the surety • e of the prime contractor for any unpaid prevailing wages, r �' .. t�list kept of and subcontracts.s, subcontractors, and other persons ineligible to receive public all contractors, , :.i w contracts a d When a contractor or subcontractor is a corporation, the individual i officers and agents of then corporation� deb r �4s' ual officer intentionally y pcyn b post re PWR are prevented corporation. vid the a result, individuals who in all fail to pay or post t d from simply e,, moving from one corporation to another. ,� 2 7 g.07 In s . . addition, ORS a�� 3 provides that any person that loses a a construction contract may bring action for damages against the person who competitive awarded bid for � contract, Y 9 g person ed the that the winner has knowingly Violated any and g '� .� � tral laws,the losing n establish. , .� requirement e y p iling wa e�rates while performing Work under ca e contract, The losing the ed to recover; as liquidated 10% ' �n several , � g r . . � � �O�C}, whichever,is greater, - � reasonable attorhed fees,'damages, 1�?�/o pf the losing ,���� .. th losin bidder is entitled u bid q 9 bid amount, or $5, plus reasona attorney 1 JUL:‘" ,y PAGE a • Y ;k. a � � � u 1 E.,- C 7ENlIiAOP1LY ASKEQ STIOiVS (Continued) 12) Elow.a,ch do .a.av apj atices. r. 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. For information call (503) 731.4072. The apprentice is to receive All,fringe benefits*and a percentage of the journeyman's wage rates. listed in this booklet. This rate may be different than the rate contained in the Apprenticeship Standards for the trade, The correct percentage shall be determined by the appropriate apprenticeship committee. All other workers receive rates as published. l '' * REGARDING TEMPORARY ADMINISTRATIVE RULE RELATING TO SEE 29, 1�9? NOTICE REC PAYMENT OF FRINGE BENEFITS TO APPRENTICES AND TRAINEES. (PAGES 9-12) . 13) What r� �gC�S 3cstkee � F how long? Contractors and subcontractors are required to keep records necessary to determine if prevailing I wage rates were paid. These records must include the Payroll and Certified Statement Form ' . ' I (WH-38) as well as the following: The name and address of each employee; the work • classification(s) of each employee; the rate(s) of wages and fringe benefits paid to each employee; the rate(s) of fringe benefit payments made in lieu of those required to be provided to ; . each employee; total daily and weekly compensation paid to each employee; daily and weekly hours worked by p each employee; PP loyee; a renticeship and training agreements; any payroll and other , such records pertaining to the employment of employees upon a public, works contract. I Administrative rules on prevailing wage rates require that these records be kept for a period of , i three (3) years from the completion of the public work contract. Other legal considerations may require retention of records for a period greater than 3 years. Records relating to public works c contracts must be maintained separately from records relating to private projects/contracts. 14 . it11 bst aura, ,u of LaboC .r,:J lr7dusirie ,,, 1 Public agencies are required to prepare and file a list of every public improvement that the agency intends to fund during the subsequent budget period with the Commissioner of the ' Bureau of Labor and Industries (ORS 279.023121). If,;after the original filing, the agency plans additional public improvements, a revised list is to be ;submitted (OAR 839-1.6.008(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 (Le., is regulated under ORS 279.348 to 279.380), Civil Penalties may be assessed for failure to file this Notice, Copies of the "Planned Public Improvement Summary' (Form No. JH-1 18); the "Capital N 4 • Project ea Estimate' f- the "Notice of Award of Public 1 i Works Contract" can cfou d at the of boot i. ,, ' 15) Does a, r.• as. ...:-g 7 . A a i y rwer o u nforc „� y�_ CIS f y ,l p.g- ��-atg o `ts puworks or©iects . Yes: According to ORS 2.79.314, all public contracts contra c s f for r work or services contain clause or conditi®ri p ermitting the contracting agency to p ay a worker s past due wa eclair, charging' payment against funds due or to become due the contractor. the _ . against fu o ur3 tp . � , , PAGE 9 � � � F'A�3 ��fi JULY 1 1 S'7 g - «.tom U�ee •eRa . All forms necessary to a public works project are printed in their entirety and provided in the back of this booklet. The instruction sheet WH-38A,is provided to assist contractors in completing the Payroll/Certified Statement. • A synopsis of Legislative changes affecting most public agencies which award contracts for public works projects and the contractors working on those projects is given below. 6 The threshold for PWR projects is now $25,000. • Contractors receiving public works contracts must pay a fee equal to one-tenth of one percent of the total contract price of the project. • All contracts and contract specifications must contain a provision stating that the fee shall be paid to the Bureau. • Contractors are no longer required to send copies of the certified payroll statements to the Bureau. • Public contracting agencies may not divide projects to avoid compliance with the PWR law. • Civil penalties of up to $5,000 truly now be assessed for any violation of the PWR law or the • administrative rules. • • Effective June 9, 1 997,overtime requirements revised. See "General Information"pages 2& 3. 4' Effective September 1, 1996,Truck Driver coverage criteria changed. Effective April 29, fringe apprentices specific• � � �� Effe i7. 1997, ftin e benefits for rentices in�s ocafic occupations amended. INFORMATION CONCERNING THESE CHANGES, CALL THE PREVAILING WAGE RATE FOR MORE COORDINATOR AT 1073) 731-4074, EX'r` 250, WE HAVE ATTEMPTED TO MAKE A CHANGE . . " l.L� 1rS NOl'I�EfAI$LE BY , PRINTING THEM IN BOLD TYPE; { • JULY 1. 1997 PA{.E' :..............................'I..........,...-.....r o r . i,m. i., ,....a, ...,,..':...,.r J .',i,,. -....,..nrx.... .... ..au,,. ,. ..i.. I. ...., ,.. ...,.... .«.r...x. r.x...,,.. ,..... .:.,..-r.+.r, ,.....,.....».. .yin..x., n„ri., ., N. .,.1,..... , . rn.. iii 1 . ; r , j' 0 "ALL CONTl CTS'AND CONTRACT SPECIFICATIONS MUST CON7:AINA PROF7SJON STATING THAT THE FEE SHALL BE PAID TO THE BUREAU." ,.: 4. Examples of language satisfying ORS 279.352(2) -The contractor is required to pay a fee to the Bureau of Labor and Industries pursuant to the provisions of ORS 279.3 . The fee is one-tenth of one p 52 2� r� percent of the price of this �� � . contract, but not less than$100 nor more than$5,000,regardless of the contract price. Qnt�aet. -The contractor shall pay a fee equal to one-tenth of one percent(.1 percent of the price of this contract , The i Th fee shat!be paid on or before the first progress I p P g payment or 60 days.from, the date work first began on the contract, whichever comes first. The fee is payable to the . Bureau of Labor and Industries and shall be mailed or otherwise delivered to the Bureau at Ithe following address: A , Prevailing Wage.Rate Coordinator Bureau of Labor and Industries Wage and Hour Division 800 NE Oregon St. ##32 Portland, OR 97232 1 1 . if I t , L 0 PAGE 8 JULY '! 1997`' n ' V 1 1" Ili . .: April 2'9, 1997 BUREAU OF LABOR . To: Intexested Parties .�.,,AND INDUSTRIF9 From: Christie;i-:Hammond Administrator istrator ',, Wage and Hour Division . ,. ' - Re: Adoption of Temporary Prevailing Wage Rate Rules Relatitag to Fringe Benefits { jack Roberts, i Paid to Apprentices and Trainees Commissioner ` Attached for Your information is a copy of temporary prevailing wage rate(Division 16) administrative rules relating fiv the payment of fringe benefits to apprentices and trainees. These temporary rules were filed and became effective on April 29, 1997. The rules will be in effect , . -.e' through October 25, 1997,unless amended sooner . . The temporary rules provide that the rate of pay required to be paid for fringe benefits to registered apprentices and trainees be not less than the rate paid to the majority of apprentices and trainees in the same trade or occupation as determined by the commissioner. The rules also provide that if there is no majority in the same trade or occupation,apprentices and trainees must be paid the full amount of fringe benefits as determined by the commissioner. Prior to the adoption of these temporary rules,the rules relating to the payment of fringe benefits • to apprentices required apprentices a,nd trainees to be paid the full amount of fringe benefits paid to journeymen. The agency has now determined that the prevailing practice in a limited number I 4 of trades is to pay apprentices and trainees a percentage of certain fringe benefits paid to "'.' the full am journeymen,rather than amount Accordingly,the temporary rules will,',now permit ;- payment of a percentage of the fringe benefits � � � � is paid to journeymen in those trades where there is a clear showing that the prevailing practice is to pay registered apprentices such a percentage. k� , or to request a determination by th ' Fox rriore information, the commissioner pertaining to fringe ;i . benefits to be paid to a pp rentices contact the Wage and Hour Division, Prevailing Wage ge date ,1 I1. -. Unit,at(503)731-4074, ext. 250. -. f. g\'whd\ dmin\intpart.saiiri j:. `4... NE PORTLAND PUG � � � i~ BEAT� � � � � i7 MEDFORD 9001 NE Oregon'St,k 32 165E 7th Street;Suite 220 1250 NE 3rd,Suites(3105 700 F Main,Suite 105 . • (503)731-4 97232 Eugene,1)686 7623pi' 541)388-6330 Medford,541)776-6270 Y 1� Portland,OIL'' M 200 ( FAX(541)77e•ti28d ' dg � (541)3e8-62 �. FAX 54� 73 1069 FAX �i) G-7484 FAX C � SALEM JULY 1, 1991 PAGE 0 PEN DLETON 3865 Wo1Verine St.NE;5-1 200 Halley Ave.,Suite 308 , " Salem,Olt 97310 Pendleton,OR 97801 ;4 FAX(503)373 7 638 ( (541))b-0884 u� (503)378.'3/92 AN EQUAL OPPORTUNITY EMPLOYER a4t z7 � �� ��,�� FAX '541 276r2950� � � a rri. ., °' 1 V ,h� '.. • „' BEFORE THE COMMISSIONER k • . OF THE i BUREAU OF LABOR AND INDUSTRIES ,. ry `+* OF THE ;b STATE OF OREGON ,. In the Matter of Rules Pertaining ) ' \ . 1 to Prevailing Wage Rates and Fringe ) TEMPORARY RULES ,f Benefits Paid to Apprentices ) . Title: Payment of Prevailing Rate of Wage Rule Number: OAR 839-016-0035 r - 839-016-0035 (1) Every contractor or subcontractor employing workers on a public works , project shall pay to such workers no less than the prevailing rate of wage for each trade or occupation,as determined by the Commissioner, in which the workers are employed. (2) Every person paid by a contractor or subcontractor in any manner for the person's labor r `in the construction, reconstruction major renovation or painting of a public work is employed loyed . o � � major p g P p and must receive no less than the prevailing rate of wage, regardless of any contractual relationship t' nshxp alleged to exist. Thus, for example, if partners are themselves performing the duti • • ofaworker,the partners must receive no less than the prevailing rate of wage for the hours they are so engaged. (3) Persons employed on a public works project and who are spending more than 20% of their time during any workweek in performing duties which are manual or physical in nature as • opposed to mental or managerial in nature are workers and must be paid the prevailing rate of wage. Mental or managerial duties include, but are not limited to administrative, executive, professional,supervisory or clerical duties. t t .:. (4) Persons employed on a public contract for the manufacture or furnishing of materials, articles, sup p. lies or equipment (whether or not.,a p ublic agency acquires title to such materials, articles, supplies or equipment during the course of the manufacture or furnishing, or owns the : materials f i fro which they are manufactured cox f,�;:,:;p��red) are not workers required to be paid the Note'. Material in[brackets) and italics' is Material that is ti l�c�t� lres is rnatcrtal that is deleted: oderldned. and bold,is material to be add e JULY 1, 1997 PAGE 10 I AA• n ., • • • II prevailing rate of wage unless the ex nployment of such persons is performed in'connection with and at the site of public work. (5) Persons employed on a public works project who are employed by a commercial supplier of goods or materials must be paid no less than the prevailing rate of wage when the work is performed at the "site of work" as that term is defined in OAR 839-016-0004(19) or when the `a work is performed in fabrication plants, batch plants, barrow pits,job headquarters, tool yards or • other such places that are dedicated exclusively or nearly so to the public works project. • (6)Persons employed on a public works project by the construction contractor or construction subcontractor to transport materials or supplies to or from the public works project are required • to be paid the prevailing wage rate for work performed in connection with the transportation of materials or supplies at the "site of work" as that term is defined in OAR 839-016-0004(19). (7) Persons employed on a public contract for service work as opposed to construction work . are not workers required to be paid the prevailing rate of wage, (8) Every apprentice, as defined in these rules, must be paid not less than the appropriate • percentage of the applicable journeyman's wage rate and [all] fringe benefits as determined pursuant to ORS 279.348 to 279.363. Any worker listed on a payroll at an apprentice wage rate, who is not an apprentice as defined in these rules shall be paid not less than the applicable • prevailing rate of wage for the elassification of work actually performed. In addition, if the total number of apprentices employed exceeds the ratio permitted in the applicable standards, all apprentices so employed shall be paid not less than the applicable journeyman's prevailing wage ti rate for work actually performed. (9) Every trainee, as defined in these rules, must be paid not less than the appropriate • percentage of the applicable journeyman's wage rate and [all] fringe benefits determined ' • pursuant to ORS 279+348 to 279363. Any worker listed on a payroll at a trainee wage rate, who is not a trainee as defined in these rules shall be paid not less than the applicable prevailing rate 4 of wage for the classification of work actually performed, In addition,; if the total number of trainees employed exceeds the ratio permitted in the applicable .standards; all trainees so employed shall be paid not less than the applicable journeyman's prevailing wage rate for work . actually performed. • • 21 otej va terlal in [brackets!ets] and italics al CS 1 S material that is deleted, Material that is underitud and bold is material to be added. JULY'`!, 1997 PAGE I i A .., % J r • • rj rw 1\, I r ��. .4. Title: Payment of Fringe Benefits Rule Number: 839-016-0040 }' 839-016-0040 (1) Each contractor and subcontractor required to pay workers the prevailing rate of wage must pay no less than the hourly rate of pay and fringe l benefits as determined by the Commissioner. aLT,hteraiteideVaYekitirelletinntefitUnitilutPagn,_ Sil s u d ra • . 1 . i i !j i :. • • . . •. '. !. t .1 I . 'III . Y oeeupatihu a e mintd by t OMMi direr "t ar is •u , ••.1 NI,'• • 1 hgstintaiidangrainagittitea-findirginte.Lahiili.ky Paid the [('2)1 The requirements of section (1) of this rule are met when the amount of the fringe benefit or benefits is paid to the worker, in cash, in lieu of a third party administering a fringe benefit or benefits program. [(3)1 When a contractor or subcontractor pays an hourly rate of pay which exceeds that which is determined by the Commissioner, the amount by which the rate is exceeded may be . ' " credited toward ayment of the amount of fringe benefits determined by the Commissioner for p the trade or occupation. i(()] When a contractor or subcontractor pays a rate for any one fringe benefit which exceeds that which is determined for the fringe benefit,the amount by which the rate is exceeded may be credited toward payment of the amount to be paid for all fringe benefits as determined by f, the Commissioner for the trade or oc cupation. • • V(5, When a contractor or subcontractor pays an amount for fringe benefits which that which determined e C exceeds which is by eh �oirnirnissioner the��at�►ount Iby which whi+�h�it exceeds�.the � . ed ' deterirnination may be credited toward . ;of the y payment �hourly rate�of pay as��determined by the Commissioner. :\whd1•wr\tehi rule N I 3N th�� • Material in ��bracke�s and °� � � - '� ote� �at+�rial � �d tt�alics is material that deleted. �Material that is ` and laid is ttiaterial to be added. JULY '1991 PAGE 1 • ,1 , • OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE,'HIGHWAY-EN'T'IRE STATE. i 1 NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, 1 ' DOUGLAS &JOSEPHINE COUNTIES , BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADE RATE BENEFITS ITS TRADE BATE BENEFITS"-• : . 3• A •. ,. ; . - ..___..®.� . BRiC nAyF.6S/S sg,F I�I ASC�N86Continuedl . lh• tallatien of insulation on mechanical systems for Aria . Thermal and Acoustical purposes, also the installation of fire stop penetrations on Electrical and Mechanical Benton (b) Douglas Josephine Linn (b) . Systems. Crook Grant Klamath . Malheur (b) Coos Harney Lake 'Wasco (b) 'a • .' Journeyman Asbestos Worker : 23.90 6.38 Curry, Jackson Lane Wheeler Deschutes Jefferson Lincoln (b) Y of regulated material:. .. on Mechanical systems* which a) North half w . are not going to be scrapped.** b) South half - 0 Hazardous Materials • Handler Mechanic 13.75 3.5;0 : : Zone 1 (Base Rate): Mechanical systems include pipes, boilers, . ducts,flues, breaching, grease ducts and o Group 1 22.44 7.00 acid ducts. This also includes all labor o Group 2 22.59 700 - ' - connected with the handling and distribution of o Group 3 22.94 7.00 materials for these systems. o Group 4 23.09 7.00 0 Group 5 22.94 7.00 **The removal of all regulated materials from o Group 6 23.09 7.00 • • mechanical systems is exclusively the work of o Group 7 23.44 7„00 --- . Hazardout Materials Handlers, unless the mechanical systems are going to be scrapped. Zone Differential for Carpenters Laborers do all removal of regulated materials on. (Add to Zone '1 Rate) mechanical systems to be scrapped and any non mechanical(walls,ceilings,floors,beams etc.) Zone 2 .85 �' insulation, They also do loading of any regulated ,Zone 3 1.25 . material after it has been removed, bagged and Zone 4 1.70 _ tagged, as Well as cleanup at the removal site Zone 5 2,00 and all work done at the disposal site. Persons, Zone 6 3.00 , , performing the removal of regulated materials are Zone 7' 5.00 classified as Group 3 Laborers. Zone 1: Projects within 3p miles of City Hall in the NOTE: Regulated materials are those materials that Cities listed below, are regulated for the purpose of protecting Zone 2+ More than 30 miles but less than 40 miles. • ' ,, the environment O.�.H�,:, DEc�protection Federal Y miles. • for et`sonal pro Zone 3: More than 40 miles but less than 50 r ' by either E:P.A.', Zone 4: More than 50 miles but less than 60 miles. O.S.H.A. Zone 5: More than 60 miles but less than 70 miles. Zone 7: More than 70 miles but less than 100. Zone 6 24.07 9.31 More than 100 miles from the pity hall of the employee's home local. . 8I YEMS..TE EMAECNS R: a cities for Group 1. rrd 2;Carpgritera ” - This TRADE IS TENDED BY "TENDERS TO MASONS od PG. 24 ferenc ` Area 1 23.86 6,71 Albany „ Eugene Longview Portland , (add $0.75 per hour to Fringe for.Refractory Astoria Goldendale Madras Port Orford` i• repair w or k.) Baker Gra anm ts Pass Medford ord Re eds por t , Area 22.12 5.88 Bend . a RotebUrgl(add 0.75 per hour to Fringe for Ref rectory 6rookin s Hood Newport alem re pair w ork.) Burns Klamath th Falls Oregon City The belles Coos Bay aGrande Ontario Tillamook i kit Corvallis Lakeview Pendleton ! ancouve r , - Baker Hood oo River Multnomah WBenton (a) Lincoln (a) Polk Wasco (a) Z on. e s for Groups 3 and 4 Carpenters ar p ehte r s are determined d " " • Clackam as Linn (a) Sherman Washington by the distance between thQpro1 ect site and either m , • Clatso p Malheur (a) Tillamook Ya hill 1) the worker's rest e �Columbia Marion Umetilla Gilliam, 2) City Hallef a reference N Morrow Union for the pp ro p H ate g rou p sh own, whichever is closer. ' • JULY 1, 1991 PAGE 1 1 , 'OREGON DETERMINATION 97-03 CONSTRUCTION TYPE': HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY,' y DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC HOURLY FRINGE HOURLY FRINGE '. '(GRADE; RATE BENEFITS TRADE RATE BENEFITS DAM ENTERS (Continued) CFtNY ' .onttreue • • I• • • .- r• •4. ;a 'AS• . . •-1 -• aroitool, Cement Masons, finishing, hand chipping and patching grouting, end pointing, screed ' Eugene Medford Portland Vancouver setting, plugging, filling bolt holes, dry packing, • ' Longview North Bend The Dalles setting curb forms, planks, stakes, lines and • grades. , 1 Zones for Groups 5, 6 and 7 Carpenters are determined il as follows: Composition.Workers (includes installation;of j epoxy& other resinous toppings), and Power _ , 1.For those workers who reside within zone 1 of a Machine Operators. i, reference city below, their zone pay differential shall • be computed based upon the distance from the city hall of that city to the project site. rrats� Cement masons working on suspended, swinging and/or hanging scaffold. 2.For those workers who reside nearer to the project than is the city hall of any reference city below, the argloo4 Cement Masons performing work of both mileage from their residence to the project may be Group 2 and Group 3 at the same time. ! . used in computing their zone pay differential. Zone Differential for Cement Masons 3.The zone pay differential for all other projects shall (Add to Zone 1 Rate) be computed from the city hail of Longview, North Bend, or Portland, whichever is closer to the project. Zone 2 .65 . Zone 5 1 15 I�efere,tlpB,CgJ�s for Grouos 5�1� Zone 4 1.70 • Zone 5 2.75 I' .. Astoria Eugene ` Newport Salem • Bend Klamath Falls ; Portland The Dallas North Bend Medford Roseburg Longview Zane,j: Projects within 30 miles of City Hall in the cities listed below, } •J_ Group:2 Zone 2: More than 30 miles but less than 40 miles. , Z000kol: More than 40 miles but less than 50 miles. Auto. Naffing Machine Floor Layers & Finishers Zone 4: More than 50 miles but less than 80 miles. Carpenters Stationary g Power Saw '' one 5: More than 80 miles. . ■ I Form Stripper Operators t Manhole Builders Wall & Ceiling Insulators Non-irritating Ins. Irritating Insulation Cabinet & Shelving r Installers (wood or steel) Bend Eugene Medford Salem Vancouver Corvallis Longview Portland The Dalles Group 3 clrout 21.1/ & DIVERS' TENORS Millwrights MiliwrightfWelders Machine Erectors (Certified Welders receive o Divers 5515 7,00 $0.25/hour over Group s r up 3� o Divers Tenders 24.71 7,00 • e th Pay and Enclosure Pay are dded t' ��-`� re a to the a ge,.Dock & . y Rate to obtain the Total Hourly �� � Divers Basic Hourly Brid ld1�hart Boom Men builders Rate for the diver. Pi`l verme n' Divers` e� r i Basic Mourly Hourly Hourly + Depth + Enclosure — Total I Rate, Pay Pay Hourly Pay Marine Piledriver ; i at 1'_tl�r NS j Divers' Depth Pay 4' a N 6 THIS TRADE IS TEND LABORERS" P OOVCREI'E LABr�rt � �q' TENDED uE Ge8th1o�tly.. t �Rl P 17 of Dive av o 21,61:. 00 50 100 ft ()total ft- 50) x t 1 Zone 1 (Base Rate[ o �Group 1 T: � 40ajihre ,0© 7,00 100 150 ft $ 50 + ([total ft-100) x $1,, r,o Group 2�� � �� � � �� � 2� 541ih o Group 3 27.00' 7,00 150-200 ft X125 + ([total ft-150) x $2400)/hr.p o Group 3,+ry fr1�J 770 Pik ,'' JULY 1, 1997 PAGE 14 I'- dd, 1 k w . OREGON IDEi t„,kcMIIWA,I MO 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. I. •; NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, JOSEPHINE DOUGLAS 8a BASIC INE COUNTIES IPH . SIC BASIC ,.. HOURLY FRINGE 1 HOURLY FRINGE . TRADE RATE BENEFITS TRADE RATE BENEFITS '� P[YERS.& DIVERS' TENDS(Continued) 'ELECTRICIAN (Continued) k. ' • A ' y F SIX 0 Divers' Enclosure Pa (workin without vertical escape) Areal-5 : Y 9 p ) o Electricians 25.50 ''8.92 , �,. $ Distance Travelled o Cable Splicers 26.25 8.94 is P1aa._ r s» _Ntaur bi zIsts euc Area 6: . 5 - 50 ft ,$ .50/hr o Electricians 23.t75 7.44 50 100 ft $ .63/hr o Cable Splicers, 23.05 7.44 • , 100 - 150 ft S 2,13/hr 15® -.200 ft $ 4.f3/hr Area 1 Aree 2 area 2(cont), Area 3 Malheur' Baker � Umatilla ' Coos r 200 - 300 ft $ 4.63 + ((total ft-2001x $.05)/hr ,,. 300 - 450 ft $ 9.63 + ([total ft-300)x 5.10)/hr. Gilliam Union 'Curry 450 - 600 ft $24.63 + ((total ft-4501x $.20)/hr Grant Wallowa Lincoln 1' Morrow Wheeler **Douglas (a)' .. la EMISt a Lane (a) ; ',, Zone 1 (Base Rate), Area. Area 5 Area 5(contl F . , c Leverrnan (Hydraulic, Dipper, 26.71 6.85 Benton Clackamas Washington Harney '_..� ' Floating 'Clarnshepl) Crook Clatsop Yamhill (d) Jackson o Asst. Engineer (including: Wl Deschutes Columbia Josephine atchEngdneer, Welder, �. Jefferson Hood River Klamath Mechanic, Machinist) 25.91 6.8,s , o Tenderman (Boatman, Lane (b) Multnomah Lake . ' Attending Dredge Plant); Linn Sherman **Douglas (b) , Fireman 25.32 6.85 Marion Tillamook o Fill Equipment Operator 24.79 6.85 Polk Wasco o Assistant Mate (Deckhand); Yamhill(c) Oiler 23.16 6.85 , Zone Differential for Dredging (Add to Zone 1 Rate) a) Those portions lying west of a line . running North and, South from the NE Zone 2 2.00 corner of Coos County to the SE corner of • Zone 3 3.00 Lincoln County 75.1: Center of job alts not more than30 miles b) That portion lying east of a line running • from the City Hall of Portland No th rom t e N corner of Coos County to the SE corner of Lincoln Z.t2.0.2. Moire than 30 miles but not more than 50 Zoge Over,50 miles County ' c) South half . • DBYWALL/IdVVE4►ALL; d) Nor; half o Dry 'all (Acooustical and DrY wall A Pp licator) ' 20. 58 8.02 AT �00.NS�ITtRS.. o Wetwall (Lather) 19:56 9:04 ' FLEtel'RitilA AC ..1. 8 3 .t o Mechanic 26.89 6.85+ a o Electricians 20.44 5.45 ` o Flelper 1 8.82 6.64;e- a • p' 22:48 5,51 o Probationary Helper 13.45 .36 o Cable S dreer� Area Ar ' . ea l o Electricians 25. 0 7.59 o Cable Splicers 26.46 7.62 r o IVlechanic 28.27 6.89+ a - 23.3 r 19.79 6.67+ a o Pr p 0 8 oba Az, :45 o Hel tioney Helper '!4:14 .38 II o Electricians 25.90. ,,. 5+�� a) Pl�S'8/ a ba e c h, o.u rl rate for emp loy" ees wi Z Gable �p liners 2 94 re thany ors of service; 6/ of basic hAUrl Y r-' rate for 6 months to 5 ye ors cif er` ioe. i ' JULY 1, 1eb PAGE 15 l ' . OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. tiz'; NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY. DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC . HOURLY FRINGE HOURLY FRINGE TRADE RATE BENEFITS TRADE RATE BENEFITS ' i ELE1:0H1 Ta6JClORS (Continued) UMBERS (Continued) Area �. Area 2 Zone i Projects within 30 miles of City Hall in the Cities listed below. , Umatilla All Zertie.2i More than 30 miles but less than 40 miles. . , / Wallowa Remaining Zama, More than 40 miles but less than 50 miles. Union Counties Zone 4z More than 50 miles but less than 80 miles. Baker on.e..5: More than 80 miles. [ LAzLa Reference C, hies . 4.94 . Area 1 22, 87 4,g A ea Albany Burns Herm stop Portland (Add $1.00 to base rate if safety Astoria Coos Bay Klamath Falls Roseburg . belt is required by State safety Baker City Eugene Medford Salem regulations) Bend Grants Pass Pendleton The Dallas . (Add $4.00 to base rate for work . done from a non-motorized arO j'a1. single-man bosun chair) Asphalt Plant Laborers Guardrail, Median Area 2 14.86 4.94 Asphalt Spreaders Rail (c) I Batch Weighman Landscape or Planting i (Add $0.50 to base rate if Broomers Laborer i working at over 35 feet of free fall in height) Brush Burners/Cutters Leverman or Aggregate ; Carpenter Tender Spreader (d) Area 1 Area 2 Car & Truck Loaders Loading Spotter ' . Change-House Man Material Yard Man (a) • All Counties Malheur Chipper Operator (a) Powderman Assistant F except Malheur Choke Setter Railroad Track Laborers Clean-up Laborers *** Ribbon Setters (f) , . h liy l� w.APARKiNG STRIPERS 20.43 4.09 Curing, concrete Rip Rap Man (Hand,Placed) , Demolition, wrecking Road Pump Tender and . 1aQN QBlf 21.5O 9.92 (industrial)*** moving Driller Assistant Sewer Laborer . o. Structural, Reinforcing, Ornamental, Dry-shack Man Signalman i Riggers, Fence Erectors, Signal Men ' Dumpers, road oiling Skipman L .QaEBS 1 crew Slopers . Dumpmen for grading Sprayman . I. Zone 1 (Base Rate): crew Stake Chaser Elevator,o Feeders ers Stock iler -, 0 Group � `8,34 7.05 Fence Builder Tie Back Shoring , • o Group 2 18.72 7.05 Fine Graders Timber Faller/Bucker • o Group 3 19.04 7:Q6 p A 19,3 O5 Strippers (b) Tool oom Man (Job Site) o Group p 7 Fire Watch Labor) p 5 18 Laborer u U 0 Group 55 x,05 Form " Note: Hazardous Waste Removal Differential mu g val Different tee A : g General La Weight-Man-Crusher Sher t Man-Cru � st be � . added to the base rate if work is performed inside the a) Pittsburg or similar types � �� boundary��of a �Federally Designated e b) Not swinging stages Federal) Hazardous Nast such a site. For further is i on c) Reference Past,, GuidePost, or g f Way Marker Right- of Information General o use , for on this, call Laborer d) Flaherty, and ilar types Prevailing Wage. Coordinator at 731-4074. d smn Pre' ,` � e Rate e) Including electrical Differential i i . Zone ential for Laborers f) Including steel forms g) Aggregate when used (Add to Zone 1 Rate) arof Zone �.65 roofing materials ..� f r... handle when at least one new roots, clean up or ha� � � � Zone 3 1,15 � 9 only w least t . " �.. : "o � ,. . where no Zone 4 1:70 s cry is added or in demolition work, �v Zone 5 2:i�5� reroofing will occur. JULY 1. i997 PAGE 16 ry, d h . . . • • i, • , • I: FirGTI CONSTRUCTION TYPE: HEAVY,ENTrnE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, DOUGLAS 8, JOSEPHINE COUNTIES BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADE RATE BENEFITS TRADE RATE BENEFITS . .• LABORERS (Continued) LABORERS (Continued) 4 Asphalt Rakers Applicators (a) Gunite or Sandblasting Concrete Nozzlernen Brush Cutters (b) Pot Tender Grade Checker Burners Handlers/Mixers (f) High Scalers, Strippers, Drillers (a) . Choker Splicer Pipe Doping & Wrapping Laser Beam (Tunnel), applicable when employee assigned , . . i Clary Power Spreader(c) Post Hole Digger, Air, to move,'set-up, align laser beam Clean up Nozzleman-, g as or electric Loop Installation Green Cutter (d) Power Tool Operators (g) Motorman - Dinky Locomotive Concrete Laborers Sand Blasting (wet) Pipe Layers (all) . Concrete Power Buggyman Stake Setter Powder Men Crusher Feeder Tampers Shield Operator Demolition/Wrecking (e) Vibrating Screed Tunnel Bull Gang (Above Ground) .. • Gunnite 1 un t� Nozxl®man Tender. Tunnel Chuck Tenders Tunnel Miners Tunnel Muckers/Brakeman/Concrete Crew/Bull Gang • • ., • a) Including Pot Tender for same, applying (Underground) protective material by hand or nozzle on utility lines or storage tanks on project Tunnel Powderrnan • ■ fl • b) Power saw a) Covers work in Swinging Stages, chairs i� c) And similar types of spreaders or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, d) Concrete, rock, etc» or sloping and stripping e): Charred Materials f) Of all materials of,an irritating nature including "' cement and lime Clean-up Laborers (building only)*** • g) Includes, but not limited to Dry Pack Machine, Demolition, Wrecking, & Moving (building only)*** Jackhammer, Chipping Guns, Paving Breakers Flagger 1 ** Laborers can tear off roofs, clean up or handle I roofing materials only when at least one new story is added or in demolition work, where no reroofing will . Asbestos Removal Power Saw Operators (c) occur. d. Sand Blasting (dry) Concrete r Bit Grinder Saw' Operator Sewer Timberman �,INI)T`EC� EIRECTRICIANS " �-.;Drill Doctor Track Liners (d) May only be u sed for electrical wor k not exceeding 100 n )Drill Operators (a) Tugger Operator va in Class II and III installations (as defined in Article i Laser Beam (b) Vibrators(a11) 725 of the National Electrical Code): . ole Builder ; Nippers & Timbermen Water Blaster i Area 1 20 ermen Welder 20.05 Sufi J Nuclear Plat t Worker Area 2 20,05 6.55 Area 3 16.79 4.25 Lean Shield Area 4 16.79 4.25 9 Area 5 16.79 4.25 5.. • • Y 1 • a) Air Tracks, Cat Drills, Wagon Drills Area , ,2 Air rea 6 16 79 4 25 , 4.25 rubber mounted drills, and other similar types Area T 16.79 4.�. : b) Pipe . when ploy_.. area 8 16.`79 4•125 n to�applicable w � ..,._ , e laying, h employee Area 9 20.05 6.55 Y . assigned e, set up; align Laser Beam. Area 1 D 1 6.79 4.25 c) Bucking and falling Area 11 16.79 4.25 rl.. ' d) Anchor Machines, Ball Ballast Regulators, Area 13 7d'S5 5:55 20.05 6.55 utip Il M e Tampers, Power Jacks Area 14 20.05 6.55 July i 197 PAGE 17 , • ■ .. a ... i OREGON DETERMINATION 97-03 CONSSTRUCTK;N TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC 4 HOURLY FRINGE HOURLY FRINGE TRADE RATE � BENEFITS ��' TRADE RATE BENEFITS U1111{T IMF, $ �.. ,�„ T.8l.� :(Continued) �t LE.$ETTERS (Includes Granite) Area 1 Clatsop, Columbia, Tillamook THIS TRADE IS TENDED BY "TILE,TERRAZZO, BRICK MARBLE Area 2 Clackamas, Multnomah, Washington, Yamhill FINISHERS" PG. 25 (north half) • • ' &l`.L's'3..a Marion, Polk, Yamhill (south half) Area 1 24.86 6.71 • Area '4 BE,,lton, Lincoln, Linn Area 2 23.12 5.88 . ; Arm& Lane Area 6 Douglas Aritai. ' Area 7 Coos, Curry ' Auga, Jackson, Josephine Baker Hood River Multnomah Wallowa Area 9 Hood River, Sherman, `'Vasco Benton (a) Lincoln (a) Polk Wasco (a) ' ,' Area 4 Crook, Deschutes, Jefferson Clackamas L inn (a) Sherman Washington • Am. .. Klamath, Lake, Harney 8 .1 Gilliam, Grant, Morrow, Umatilla, Wheeler Clatsop Malheur (al Tillamook Yamhill � 2 Columbia Marion Umatilla . . , i Area 'I3 Baker, Union, Wallowa Gilliam Morrow Union Area 14 Malheur Area '1: Benton (b) Douglas Josephine Linn (b) Crook Grant Klamath Malheur (b) ' • 1 o Group 1 26.91 6.44 Coos Harney Lake VVasco (b) o Group 2 24.27 6.35 Curry Jackson Lane Wheeler o Group 3 18.83 5.15 Deschutes Jefferson Lincoln (b) 1 '' , 0 Group 4 20.91 5.23 ` 1 o Group 18.26 5.14 , P a) North half 0 Group 6 17.15 5,09 ' b) South half Area 2: f NYERS' aRl_�'&LL TAPERS '' 0 Cable Splicers 23.38 5.24 '. f 0 Journeyman Lineman 21.20 5.16 . Area 1 i 0 Line Equip. Mech. Line(Riggs,- 17.98 5,01 Sandblasting 1 14.51 2.99 ' � � , o Brush, Roller 14.51 , of-way) o Spray and Sanidb ` Line Equip. Oper. 17.98 5.01 s 2.99 i o Groundman 13.15 4.80 Area 2 Area 1 All counties, e . ept Malheur County sa unties except 0 Brush Painting 18.46 8.14 Area 2 Malheur County (Add $0.60 to base rate for spray, , Group 1 Group 2 sandblasting,other pressure blasting Cable over 3000 psi, and steam cleaning.) Splicers . , `� Leadinan Pole Sprayer Heavy Line Equipment Man ft high on sWing g .mechanical rs Certified Lineman Welder s p y y �t`Man 5� ,g to base for Work o (Add $0 50 rate over �� � stage,e, ms+ `cal Lineman climber, spider, or bucket truck.) , Pole Sprayer o Drywall Tapers 22.80 5.83 ti r0 1D t' Tree Trimmer Line 8c,uuipment Man Malheur County Remaining.Counties • i • Head Groundman Gtouhdiman a Nozzleman 23.41 5.86 Jackhammer Man o Swinging scaffold 22.41 5.86 Powderman o ail other wOrk 21.91 i 6,136 JULY 1, 1997 t ' N A • ■ • • ORE N DETERMINATION 9743 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. f NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, ' • DOUGLAS &JOSEPHINE COUNTIES • BASIC BASIC HOURLY FRINGE HOURLY FRINGE t TRADE RATE BENEFITS TRADE RATA BENEFITS • .ii.:. ; IA Ilf ; . $ r EWER EQUIEIMI ®PE ,Qas (Count tl) , Al......, Area 1 (Both) 22.19 6.67 Note: A Hazardous Waste Removal Differential must be added to the base rate if work is performed inside the Zone Differential for Area'1 Plumbers & boundary of a Federally Designated Hazardous Waste , u Site. For further information on this, call the Prevailing µ. Steamfitters/Pipefit ees Wage Rate Coordinator at 731-4074. r.. • (Add to Zone 1 Rate) ZONE RATES Z (Add to Zone 1 Rate) Zone 2 $ 1.20 per hour �~ Zone 3 $ 1.70 per hour Zone 2 1.50 , Zone 4 S 2.50 per hour Zone 5 ^ $ 3.555 per hour Zone 3 3.00 w . Zone 6 $30.32 per day . ZONE DESCRIPTIONS • Zone 1: Projects within 15 miles of City Hall in the Cities , . listed below. 2°°rtland_t:o_, alem:tir4saiLatiArea _ ' Zone 2: More than 15 but less than 30 Zone 1: Zone 3 More than 30 but less than 40 Projects within the boundary of a region described as • Zone 4 More than 40 but less than 50 follows: Those portions of Multnomah, Clackamas, and Zone 5 More than 50 but less than 100 Marion Counties which are West of the western boundary '• Zone 6 More than 100 miles of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway With distances in Zone 6, 100 miles and beyond, there shall 26 and West of Mile Post 30 on Highway 22, Also those ' ' be a minimum of one hundred fifty-one dollars and sixty cents portions of Washington County East of Highway 47, and ($151.60) per week or thirty dollars and thirty-two cents of Yamhill County East of Highway 47 and Hwy. 99W. 1530.32) per,day worked, Zone 2: Projects outside of any Zone 1, but less than 50 miles , ' . V filfennaa.reiliel from the Portland city hall. Zone 3: Boise, Idaho' Projects outside or any Zone 1 or 2, and more than 50 Twin Fails, Idaho miles from the Portland city hall. Area 2 (Both) Alhal . unj iD�, tl osebta�want, Pass: illledfQrd 27.30 9.05 Area 3 (Both) 26.15 8.25 Zone 1: Projects within 30 miles of the City Hall of the above area .1 &.&Z cities, Baker Grant (b) All remaining • Zone 2: Harney (a) Morrow counties Projects outside of any Zone 1 and more thin 30 miles : Malheur`��� ; � Umatilla but less than 50 miles from the city hall.. Wallowa Union Zone 3 , Projects outside of any Zone . or 2, and than 50 d� more��kh . a) Except Northwest Portion miles from the city hall: b) Except p p Southwest Corner ngVievar. �°oos�a�s K �`• � �o H a$,� �alls� (Send 4 r ' i111E,N R1�`t'Cl E IBS Zone POWER E1;3�liP' 1: Projects within 20 miles of the City Hall of the above . Zone 1 (Btiee Rates cities. w o Group i 22,96 7,15 : Projects � , Zone 2� � � , , o Group 3 � 2 . ._ o Group 2 1� 57�1 less than 4 outside of any Zone 1, and More than 20 but .., 22i of 15 from t ' I 0 miles fro the city hall. o Group 4 21.33 7.15 o Group 6 Proje is outside of any Zone 1 or 2, and More than e Group 5 20.82 7,15 p 19.'13 ,7,15; han 40 miles from the city hall r". JULY 1. Is e/ PAGE 19 1 • lr' OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDES COOS. CURRY, ' DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC FRINGE HiOURLY N E HOURLY FRINGE TRADE ,RATE � BENEFITS • TRADE RATE BENEFITS. . ; r L........................ .PQMELi etgE ANT P RA?O►8S (Continued) UMS$ (Continued) Aato�ia. TMe '. . "• *,. $ . .' . ,..i , , . I'i. .,.i. C.OMPRESSORS ,' 6 Compressor Operator (any power), under 1,250 Zone 1 : cu. ft.total capacity Projects within 5 miles of the city hall of the above cities. 5 Compressor Operator (any power), over 1,250 Zone 2: cu. ft. capacity) No Zone 2 for these cities. a, Zone 3: . • , Projects outside of any Zone 1 or 2, and more than 5 ''ORS - Self-Propelled . • miles from the city hall. 5 'Compactor Operator, including vibratory 5 Wagner Patcor Operator or similar type (without blade) . 6 Plant Oiler 4 Compactor Operator, with blade . 6 Plant Fireman 4 Compactor Operator, multi-engine • 6 Pugmill Operator (any type), , e x 6 Truck mounted asphalt spreader, with screed CONCRELE , • 4 Screed Operator I 5 Extrusion Machine Operator 6 Plant Oiler . f`', 2 Asphalt Plant Operator (any type) 6 Assistant Conveyor Operator I 4 Asphalt Paver Operator 6 Conveyor Operator, i 5 Roller Operator (any asphalt mix) 6 Mixer Box Operator (C.T.B. dry batch, etc.) 4 Diesel-Electric Engineer, Plant 6 Cement Hog Operator ' 5 Asphalt Burner and Reconditioner Operator �6 Concrete Saw Operator 6 Concrete Curing Machine Operator (riding type) anytype),84 6 •1Nire Mat or Brooming Machine Operator • • 4 Moto-Mill; pavement profiler operator, under.6 foot 1 w lateral cut 5 Combination Mixer and Compressor.Operator, gunite work 1 ' 5 Roto-Mill pavement profiler; ground man profiler operator,pave 2 Roto-Mill p pavement p , 6 foot lateral 5 Concrete Batch Plant Quality Control Operator . cut and over 5 Beltcrete Operator , 5 Pumperete Operator (any type) BLADE 5 Pavement Grinder and/or Grooving Machine Operator . (riding type) • 6 Blade Operator, pulled type - 4 Mixer Mobile Operator • ' 4 Blade' Operator 5 Cement Pump Operator, Fuller-Kenyon and similar , 4 Blade Operator, Finish 5 Concrete Pump Operator " 5 Grouting Machine Operator r 4 Blade Operator, externally controlled by electronic, ' mechanical hydraulic means Screed Operator . 4 Blade Operator, multi-engine 4 Concrete Cooling Machine Operator 2 Batch and/or Operator, single drum, any capacity 2 Auto Grader Co or "Trimmer" Operator 5 Concrete Mixer or a Net Mix Operator, 1 and 2.drum � • OULLDOZER$ 1 Batch Pla and/or'Wet Mix Operator, 3 Units or more . nt . 5 Cast in place pipe laying machine ' • i 4 Bulldozer Operator 5 Maginnis Internal Pull M„Slab e i Operator.,ra Operator�lohnsori i .. i f Drill Cat Operator ar ,a Concrete Finishing Clary, Bidwell,hBurge s'brid . i . � � , ge de 1l type 4 Sine BooM Operator 0k Or sim 2 Tandem bulldozer operator (quadnine and similar 5 Curb Machine Operator, Mechanical Berm, Curb Curb u I type, D-11) H 4 ldo Operator, twin engine (TC 12 and similar ' 5 oncret Joint Mac hind O p erag t or type, 5 Concrete Planer Operator ' � 4 Cable-Plow Op er ator (any type) 5 Tower Mobile p S Power Jumbo Op erator settin g slip r 1� forms etc,, in s _ FARING. tunnels A 5 Slip Form Pumps, p ower driven hydraulic lifting. . - 4 Lo Skidder doer Cperator for Paving concrete i 5 Concrete Machine Operator - . - ( 4 Chipper Operator 4 incinerator Op erator 5 Concrete Fi rn shtn g Machine O P eraf or \ a 4 Stump Splitter Operator � 5 Concrete e Spread Spreader Operator tor• C4 Falls r/Suncher Operator oncr Paving ,Road 2 Automatic CoricreteSlip For m Paver Operator i • i , n 4' 1 t • • • • OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. 1 NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, i • DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC ° HOURLY FRINGE HOURLY FRINGE <,.. TRADE RATE BENEFITS TRADE RATE BENEFITS EQYVER EQUIPMENTLQE .B�� S_ (Continued) EQW EM i T.QE BA ORS (Continued.). ` , a• .; (Continued) =RUSHE13 . i 2 Concrete Canal Line Operator 6 Crusher Oiler .t 6 Crusher Feederman ' 4 Concrete Breaker • . 4 Reinforced Tank Banding Machine (K-17 or similar 4 Generator Operator op types) ese 4 Diesel-Electric Engineer r • • 2 Concrete Profiler, Diamond Head 4 Grizzley Operator 2 Crusher Plant Operator ,. . M ,P., 6 Oiler 6 Drill Assistant 6 Truck Crane Oiler-Driver, 25 ton capacity or over 6 Auger Oiler • 6 Fireman, all equipment 5 Churn Drill and Earth Boring Machine Operator . 6 A-Frame Truck Operator, single drum 4 Drill Doctor 6 Tugger or Coffin Type Hoist Operator 4 Boring Machine Operator 5 Helicopter Hoist Operator 4 Driller - Percussion, Diamond, Core, Cable, Rotary and • p p similar type 5 Hoist Operator, single drum 4 Cat Drill (John Henry) 5 'Elevator Operator y . 5 A-Frame Truck Operator, double drum FLpAIVC ' T'i 5 Boom Truck Operator 4 Chicago Boom and similar types 6 Deckhand • 4 Lift Slab Machine Operator 6 Boatman 4 Boom Type lifting device, 5 ton capacity or less 5 Fireman ' 4 Cherry Picker or similar type crane-hoist, 5 ton 4 Diesel-Electric Engineer 4 Jack Operator, elevating barges capacity or less 4 Barge Operator, self-unloading 4 Hoist Operator, two drum 4 Piledriver Operator (not crane type) ., 4, Hoist Operator, three or more drums 4 Floating Clamshell, etc. Operator, under 3 cu. " ' 4 Derrick Operator, under 100 ton yd:(only for construction projects - otherwise see 4 Hoist Operator, stiff leg, guy derrick or similar Dredging) type, 50 ton and over 4 Floating Crane (derrick barge) Operator, less than 30 r- up to 25 tons tons g 3 d: and over 4 Cableway Operator, 2 Floating Clamshell, etc. Operator, cu y 4 Bridge Crane Operator, Locomotive, Gantry, (only for construction protects - otherwise see ' Overhead Dredging) 2 Cableway Operator, 25 tons and over 2 Floating Crane (derrick barge) Operator, 30 tons but 1 Helicopter Operators, when used in erecting work less than 150 tons ' 1 Floating Crane, 150 tons and over HYDRAULIC,CRANE OPERATOR I. 5 Hydraulic Boom Truck Operator, Pittman FORK LIFT H �dro Crane Operator, 50 through 89 tons, 6 Self-Prop ;' 4 Hydro Crane Operator, under 50 tons . 3 Y P � g gilled Scaffolding Operator excluding 2 H, .. ro Crane'O Operator, 90 tons through 199 tons working platform) er Operator, ^ yd p 6 Fork Lift or Lumber Stacker ° 1 H. tor, . tons and over 6 Ross Carnor Operator Hydro Crane Opera TOVIIER/W'HIRLEY OPERATOR � Lull Hi-Lift Operator or similar type 4 fi• OR 5 Fork Lift, over 5 tons 1 `" 2 Tower Crane Operator 3 Rock and Operator , 2 . , � Whirley Operator, under 90 tons 1 Whirley Operator, 90 tons and over F .I.IRE ' •. BOOM CRANE OPERATOR 4 Generator Operator - . 4 Diesel Electric Engineer . 4 LATTICE p tor, under 50 tons . � 3 Lattice B crane �ipera Lattice Boom C Boom Crane Operator, 50 tons through 89 GuAp,- ahLfiPMEhIT tons, and less than 150 ft boom 2 Lattice Boom Crane Operator 90 tons through .. f Osier 9 tons, and/or 150 ft boom 6 Aug er Oiler 1 Lattice Boom Gr2n e ( Opera t or 200 tons and �4 Oiler, combination g uardrail machines ' over, and/or over 200 ft boom Guardrail Punch Aber etor.(all types) • JULY 1, 169 PApE 21 , . {�pj •.�7A� . ' ^ Al.IY� . "I `. , .. .. , , 0 - 1 P , ' • W It, * - - . • Q OREGON DETERMINATION 97-93 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. .' . - NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, >s DOUGLAS &JOSEPHINE COUNTIES . BASIC BASIC ' HOURLY FRINGE HOURLY FRINGE TRADE RATE BENEFITS TRADE RATE BENEFITS r . ES E IRP D E.RAT( FMS 6Trul Hued) POW R QU.I MENT OP'ERAI E _(Continued) al,AAMBA EOUOPNIENT (Continued) EIEELIh E_- Sewer Water • . .• f Guardrail Punch Oiler 6 Tar Pot Fireman ✓ 4 Guardrail Auger Operator tall types) 4 Combination Guardrail machines. i.e. punch, 6 Tar Pot Fireman (power agitated) auger"etc. 6 Hydraulic Pipe Press Operator 5 Hydra Hammer or similar types i1AZARDQ. ..SWASILREMOVAL 5 pavement Breaker. Operator 4 x 5 Assistant to the Engineer (Oiler) 4 Pipe Cleaning Machine Operator 4 Assistant Incinerator Control Board Operator 4 Pipe Doping Machine Operator • 3 Incinerator Control Board Operator 4 Pipe Bending Machine Operator 4 Pipe Wrapping Machine Operator [EATING PLANT 4, Boring Machine Operator 0 6 Temporary Heating Plant Operator 4 Back Filling Machine Operator . 4 Surface Heater and Planer Operator • PUMPS •HYRA/11C.kiQ 5 Hydraulic Backhoe Operator, wheel type 3/8 cu. yd. 6 Pump Operator, any power 1 •0 and under with or WithQIIt front end attachments 6 Hydrostatic Pump Operator 2-1/2 c° yd. and under (Ford, John Deere, Case 5 Pump Operator, more than 5 (any size) ;, . type) 5 Pot Rammer Operator . ' 4 Hydraulic Backhoe Operator, Track Type 3/8 cu.yd. • (Note: Over 3/8 cu. yd. takes Shovel Classification rate) RQ.�R(.r�D.FS� IPh!1 NT 1 Brakeman. ' � LOADERS. 6 Bra 6 Oiler . 6 Bobcat, Skid Steer (under 1 cubic yard) 6 Switchman 6 Bucket Elevator Loader Operator, Barber-Greene and 6 Motorman similar types , ypes 6 Ballast Jack Tamper Operator 5 Loaders, rubber-tired type, 2-1/2 cu. yd. and under 5 " Elevating Grader Operator, Tractor Towed requiring 5 Locomotive Operator , Operator or Grader 5 Ballast Regulator Operator Cal types , 4 Belt Loader Operator, Kolman and Ko Ca yp es 5 Ballast Tamper Multi-Purpose Operator , 4 Loader Operator, front end and overhead, 2-1/2 cu. 5 Track Liner Operator yd. and under 4 cu. yd. 5 Tie Spacer Operator I 4 Elevating Loader Operator, Athey and similar types 5 Shuttle Car Operator 4 Elevating Grader Operator, Sierra, Euclid or similar types i �.EDA TE...I Q.�lT.ROL • '' 3 Loader Operator, 4 cu. yd. but less that 6 Cu. yd. '. 1 2 Loader Operator, 6 cu. yd. and over 2 Remote controlled earth-movin e��ui ment earth-moving equipment , Q .gPN R �9 svy Dig y • 1 6 Oiler 6 Guardrail Pu r Oiler 6 Parts Repairman ann (Tool Room) nch Oel I i 6 Truck Crane Oiler [giver, 25 ton or over Assistant K 6 Auer nile elders Assistant . 6 Grade Oiler, required`to check grade 4 Diesel Electric Engineer (Plant or Floating) r . 6 'VII 5 Service Oiler (Greaser) 4 Bolt Threading Machine 'Operator l' Grade Checker 4 Drill'Doctor (Bit Gr 6 Gra inlet) I Eil,E?.FiMERS 4 H:D. Mechanic 4 .r ... ..._ . H.D. Welder .. . ' .. i Use Crane rate s when riv i g or pulling piling) 4 Machine Tool Ooerato r 4 Combination Hp: Mechanic-Welder, when dispatched d A 4 Hammer Operator and/or when re q u+ra dtodo both 4 Piledriver Operator (not crane 4 Welber - Cert°f.ed, When dispatched and/or required JULY 1, 19S7 PAGE 22 '41 : . c , ., r , . - , ,. .,,, . .... , . to !...,,, , i • i , . .. , N . ,.. . (7\ • • OREGON DETERMINATION 97-03 CONSTRUCTI.ON TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE, NON-RESIDENTIAL BLDG,EXCLUDES COOS. CURRY, DOUGLAS &JOSEPHINE COUNTIES • . • : BASIC BASIC HOURLY FRINGE, HOURLY FRINGE ' ' TRADE RATE BENEFITS TRADE RATE BENEFITS i. 6. IP IEI T. OFIERATORS (Contink ed) PEER E(IAREIVIENT OPf RATQB. ..(Continued) ' . • .6JBBER-T1RIrD SCRAPER, TRACTOR JCii,1BBER TIRED , 4 Rubber-tired Scraper Operator, single engine, single 5 Tractor Operator, rubber-tired, 50 H.P. Flywheel , scraper and under v--'. 4 Self-loading, paddle wheel, auger type under 15 cu. 4 Tractor Operator, rubber -tired, over 50 H.P. Flywheel.. Yd. 4 Tractor Operator, with boom attachment , � ": y 4 Rubber-tired Dozers and Pushers (Michigan, Cat, ' ' 4 Rubber-tired Scraper Operator, twin engine 4 Rubber-tired Scraper Operator, with push-pull Hough type) . attachments jENCH�irG MACHINE w • 3 Rubber-tired Scraper Operator, with tandem scraper A -' 2 Rubber-tired Scraper Operator, with tandem scrapers, 6 Oiler ' multi -engine 6 Grade Oiler equired to check grade) • 4 Self-loading, paddle wheel, auger type 15 cu. yd. and 5 Trenching Machine Operator, maximum digging '', over, single engine .e, A 3 Self-loading, paddle wheel, auger type, finish and/or 2 Trenching 3 ft. depth Y r or more units 4 Trenching Machine Operator, maximum digging <� capacity over 3 ft. depth • 4 Back Filling Machine Operator . �$.,I;ATC„ ��RATdI� 2 Wheel Excavator Q�' 2 Canal Trimmer . 6 Oiler 2 Band Wagon (in conjunction with wheel excavator) • l' 6 Grade Oiler (required to check grade) TUNNEL, • A • 6 �� Grade Checker . J 6 Fireman • 4 Mucking Machine Operator 4 � Diesel-Electric Engineer 6 Conveyor Operator (any type) • 4 Stationary Drag Scraper Operator 4 Shield Operator 4 Shovel, Dragline, Clamshell, Hoe etc., Operator under 6 Air Filtration Equipment Operator �„ 3 cu. yd. 6 Dinkey Operator 4 Grade-all Operator 6 Oiler ` 2 Shovel, Dragline, Clamshell, Hoe etc., Operator 3 4 "funnel Boring Machine Operator Cu. yd. and over . • SONG MACHINES , al.CINAL MA,N 6 Welding Machine Operator • 6 Bell Boy, phones, etc., Operator " Helicopter Radioman (ground) 1DERWATER EQaNI ,•, EIN MAI H AL 2 Underwater Equipment Operator, remote or otherwise, when used in construction work 6 Roller Operator, gradi.. • grading of base rock (not asphalts "„i 5 Roller Operator, Oiling, C.T.B. [lf1QFER mpingMachine Operator, mechanical, � Tamping t, self-propelled l of sheetmetal roofing is �' (Installation end removal ; �� 6 Hydrographic Seeder Machine done by sheetmetal workors,I . a Operator, straw, pulp• ., or,seed , 5 Rock Spreaders,s.eders, self-propelled Area , , Pulva-mixer or similar types o Rooters 1975 5.55 ;c P o Handling coal tar pitch 21.73 5.55 4 Blade Mounted Spreaders, Ulrich and similar types i l . ' 5 Chip Spreading Machine Operator , • 5 Lime Spreading Operator Area 2: l o Roofers 17.64 5:78 ,f SWEEPERS P (Add $2,00 per hour to 6 Br. . ator, self-pr Fringe for work With oom Oper opelled 5 Sweeper Operator (Wayne type) self-propelled rrltable Bituminous) material.) JULY y, 1097 PAGE 23. , 1A J T . n ■ .1•11111111111011111•111011111.01111•111. s OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. z NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, s' " DOUGLAS &JOSEPHINE COUNTIES • BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADE RATE BENEFITS TRADE RATE BENEFITS .., . . ,. i -M EM(Continued) SfgETIVlgIAZ WORKEFi6 (Continued) " Areas Area 3 23.43 7.25 �k,' • c Roofers 14.85 4.07 (Add $1,00 to base rate for work where it is (Add $1.50 per hour to necessary to wear a chemically activated face • Fringe for work with mask) irritable Bituminous (Add $1,00 to base rate for work where . • . ! material.) employees required to wear a fresh air mask due to nuclear related work) Area 4: (Add $.45 to base rate for work on a swinging o.Roofers 16.00 6.05 stage, swinging scaffold or bosun chair in (Add $2.00 per hour to excess of 30 feet above the ground) Fringe for work with Area 4 19.92 5.65 ' • irritable Bituminous material.) Area 5 19.80 5.77 Area 5: r • o Roofers 16.92 5.60 Areal " • (Add $3.00 per hour to • Benton Gilliam Linn Tillamook Fringe for work with ica ia Bituminous Clackamas Grant Marion Wasco Clatsop Harney Multnomah Washington ton ,. , Columbia Hood River Polk Wheeler ,Arosti Area 1.(cont) Ark�2 Area2(cont) Crook Jefferson Sherman Yamhill • IBaker Multnomah Benton Klamath Deschutes Lincoln . Clackamas Sherman Coos Lake Clatsop Tillamook Crook Lane • Columbia � Wasco �� � � Curry Lincoln Area 2 Areal Area 4 �a 5 ( Jefferson Washington Deschutes Linn .,�.� 6 Gilliam Wheeler Douglas Marion '.4, • Grant Harney Polk Baker Morrow Douglas Coos • Hood River Jackson Yamhill Malheur Umatilla Jackson Curry . ', ., k Josephine Union Josephine • Areka 3 ,r. , , ►rea 5 Wallowa Klamath Malheur Umatilla Morrow Lake , . Union Lane . Wallowa M"�E DIMEAL WQW F„$S' .FsiaRLA '19.70 5:25 + a ,,a 1 a) plus 4% of basic hourly rate for Al 22.28 8.49 0. employees with less than one . • an swinging to base , (Add $ e rate for work performed on year of service, 6% for those ___ y winging platform, swinging chair, or with more than one year. ... swinging ladder)base rite;fo g 9 t r work with lead or (Add _ I '�'TE . ,�y1CLER Fl�... RB 21:40 6.2t3 ., 1: O�to�ba rustinstalling plant that 'Uses lead in any form to manufacture ) - ding .. P ND. .. Q IL Ti A,D • an a product, (excluding soldering)). '1� E�I�A�� ES zQ-�9 6.00 i (A n to � performed ermed in . a confined defined b y OSH .) `c y J o Tenders to �Br�;,kla�"�er� �ns: s and Stone ,r 32 19.66 6.15 Masons. . Mortar Mixers. performed (Add X0:50 to base rate for refractory work) whenever it :s possible for w work � an amount equal t (Add $1.75 to base rate for W (Add to base rate ... to that it I p si� worker to fall'30 feet received for safety belt recurrernents or other ore) J q xr more) y AAdd . to bas, rate for work . . rm�d in unusual is�tanondgitions by the mechanic this area where�e ox resins performed S 1+75 ra an are: epoxy esins or other,rnjurioiis diiiM) ' ,. • ,heniicais are being applied) JULY 1, 1997 PACE 24 • 11 . I OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE,HIGHWAY-ENTIRE'STATE. 1 i '• NON-RESIDENTIAL BLDG. EXCLUDES COOS,CURRY, i, ' ' DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC HOURLY FRINGE HOURLY FRINGE i ' • TRADE RATE BENEFITS TRADE . RATE BENEFITS, . . ' IENDE E., PLABTERERB 19.09 6.00 TRUCK DB VERS (Continued) lLE SF r n .Qt TERRAZZO WORKER 22.18 5.80 Albany Eugene Longview Portland ' . Astoria Goldendale Madras Port.Orford • THIS TRADE IS TENDED BY "TILE,TERRAZZO,BRICK& Baker Grants Pass Medford Reedsport ...... MARBLE FINISHERS Bend Hermiston McMinnville Roseburg Brookings Hood River Newport Salem i (Add $.50 to base rate if safety belt required by Burns Klamath Palls Oregon City The Dalles Coos Bay LaGrande Ontario Tillamook .. . State safety regulations.) Corvallis Lakeview Pendleton . (Add $1.00 to base rate if work involves epoxy,furnane, alkor acetylene black grouting or ibri Group ' waterproof membrane.) u... A-Frame or Hydra-lift Truck w/load iilLinifiaZgeeiBICK. bearing surface 1 � .i:.Ei�1681ERS 16.77 4.27 Battery Rebuilder 1 ,, . o Assists Tile Setters, Brick Layers, Marble Masons, . and Terrazzo Workers by striking, sawing, Bus or Man-Haul Driver ..: 1 • cleaning, washing or grouting. Does not lay or set any material. Concrete Buggies (Power operated) 1 (Add $.50 to base rate if safety belt required by Drivers and Helpers handling sacked I ' State safety regulations.) concrete--add 150 per hour r- i s . (Add $1.00 to base rate if work involves epoxy, furrticne, alkor acetylene black grouting or Dump Trucks, Side, End and Bottom Dumps, including , waterproof membrane.) Semi-Trucks and trains or combinations thereof: (Add $0.75 to fringe for refractory repair work.) Up to and inc. 10 cu. yds 1 Over 10 cu. yds. and inc. 30 cu. yds 3 , TRUQ _BL Over 30 cu. yds.. and inc. 50 cu. yds .., 4 Over 50 cu. yds. and inc. 60 cu. yds 5 Zone 1 (Base Rate): Over 60 cu. yds. and inc: 80 cu. yds 6 ' Over 80 cu. yds. and inc. 100 cu. yds : 7 . i o Group 1 20.32 7.60 o Group 2 20.44 7.60 Dumpsters or Similar Equipment—all sizes :: 2 o Group 3 20.57 7.60 Flaherty Spreader Driver or Leverman :...:... 2 O Group'4 20.82 7.60 o'Group 5 21.04 7.60 Lift Jitneys, Fork Lifts—all sizes—used o Group 6 21.19 7,60 in loading, unloading & transp ort ing . O Group 7 21.39 7.60 material on job site ::::...::.:... 1 Note: Hazardous Waste Removal Loader and/or Leverman on Concrete Dry . A Haz base rate if work Differential must be y p 1 added to the rk is performed j the Batch Plant, manually operated ..:.::: .. , inside t rforrne ins For further on on this, the Prevailing ng Trailer q ,p Flat Bed Semi-Truck boundary tun�Pv Federally Low Bed Equipment,ment, and transporting Wage Rate Coordinator Doubles transp , dinator at 731-4074. equipment or wet or dry materials .,::..:.:... 2• , Zone 1 Rate rivers Lu�ricatToemarr ,Wash7ruck Driver,Zone Differential for Truck Drivers i. b (Add to o ) Driver, . Rack, Steam eam Cleaner or combination .4.......::.:....:....... 1 Zone 3 1.15 ' Lumber Carr' Driver=Straddle Carrier-used in Zone .65 � }, Lu' � Carrier, w. � j . Zone 4 1.70 loading, unloading and transportation of material 2 {r Zone 5 2.75 on job site ..i..i...:..4 Y•i f i::.i 4:,.1♦:Y':•:i:i. 2 , } Zone 1; Projects (Within 30 miles of City Hall in the Oil Distributor Driver or Leverman 2 0 niileS Pilot Car Cities listed below. 1 {'''� ., + but less than 40rtiiles': ar .,:.., .:+.......:::.::::...:.:. :., f J x s' . i. .i. ,.. Z ne S�� More than 40 miles Zone � than � Slurry Truck Drive, or Leverman � :..: r �..� 1 �� . More tl,al, 3 but less tha 50 miles. y ,. More than 50 miles done � -. �il�ea: ° �n More than 80 miles. Solo less than 80 Solo Flat Bed and Misc. Body Truck, 0-10 tons ,. 1 L JUL"' 1, 1997 PAGE 25 . r .,.,...... ..,.w. ....,... . , .,,.., a..,.,.e... ..........a.u.,. .,...u..r._..n..,....,w,r ,......... ......r......... ...... ....,r .. 1...n.... ... ..0..........,.x .�.���.i .,. ` aid _�__ � i a ,, M. ' . • ... .",...,. ,-v-' uuav*a arauti.a auav a If eta NUN-RESIDENTIAL BUILDING -COOS, CURRY, DOUGLAS AND JOSEPHINE COUNTIES ONLY BASIC BA a1C, HOURLY FRINGE H4LllRIL'Y FRINGE z TRADE, RATE BENEFITS TRADE RATE BEN�E�O x' M L DRIVERS.(Continued) Transit Mix and Wet or Dry Mix Trucks: q 5 cu. yds. and under 1 Over`5 cua yds. and inc. 7 cu. yds ...a..,♦.. 2 , , Over er'7 cu. yds. and inc. 11 cu. yds 3 , y v Over 11 cu. yds. and Inc. 15 cu. yds 4 Team Drivers 1 Tirernan, full-time basis .,. .. 1 Truck Assistant . 1 Truck Mechanic—Welder—Body Repairman a.. 3 Truck Mechanic Assistant ..................... 'f ti Water Wagons (Rated Capacity) up to: c 3000 gallons ma.. 3000 to 5000 gallons 5000 to 10,000 gallons . b.., 3 1 10,000 to 15,000 gallons ,., , ,Winch Truck—takes classification of truck on which winch is reioonted WELD :..BINERB i Receive rate for craft performing operation to which welding and rigging are incidental. o l i i 7 JULY i, 199'7 PAGE 2 T m , 1• THE1NFORMATIONiNTHE FOLLQWING PAGES (27-37 ) IS T1D BE USED FOR PUBLIC • • • WORKS PROJECTS IN THE COUNTIES OF COOS, BURRY, DOUGLAS ANA JOSEPHINE ONLYINCLUDEDIS . .. INFORMATION TO ASSIST THE CONTRACTOR WITIi • iGQRRECT RATE APPLICATION. . ' • When determining which rate is applicable for projects in Coos, Curry, Douglas or Josephine Counties, it is necessary to ' • ' determine whether the project is "non-residential," "heavy," "highway"or construction. If more than one of the categories • make up 20% or more of the total project cost, separate wage determinations must be used for each of the different types of • construction. Conversely, if any of the construction categories makes up over 80% of the total cost of the project, that • category Will define the appropriate wage determination to be applied to the entire project. NON- S.F E l ntinaL LDJN! CQN TR CTIpN Alterations and additions to non-residential bidgs. Nursing & convalescent facilities Apartment buildings (5 stories or over) Office buildings • Arenas (enclosed) Out-patient clinics • Auditoriums Passenger&freight terminal Automobile parking garages office f P gg g Post o f c Banks and financial buildings Power Plants Barracks Prefabricated buildings g Churches Remodeling buildings .. .. City halls Civic centers ers Renovating buildings Repairing buildings Commercial Buildings Restaurants Courthouses Schools Detention facilities Service stations . Dormitories Shopping centers • • Farm buildings Stores Fire stations Subway stations Hospitals Theaters 1 Hotels Warehouses Industrial buildings Water& Sewage treatment plant I. Institutional buildings (buildings only) Mausoleums Motels r,A • R tiAY Y ©[y,�T_RU TION i .e• Antenna towers Oil refineries Bridges (major bridges designed for commercial Pipe lines navigation) Ponds Breakwaters Pumping stations (prefabricated • . Caissons (other than building or highway) drop-in units) ' ri Canals Railroad construction Channels Reservoirs Channel cut-offs Revetments Chemical complexes or facilities (other than bldgse) Sewage collection and disposal lines r' Cofferdams' Sewers (sanitary, storm, etc.) Coke ovens Shoreline maintenance Dams Storage tanks • •q Dikes Swimming pools (outdoor) . Docks Subways Drainage projects Tipples Electrification Dredging projects Tunnels i projects (outdoor) Unsheltered piers and wharves ( Flood control pr eCtS Viaducts than highway) 1 Industrial incinerators Water mains • Irrigation projects Waterway co. i nstructron ' Jetties Water supply u pplyfi lines (not incidental to s buildin g) • Land drainage (not incidental to other construction) Water and tr atment plants Land reclat ration her than sewage • Levees Wells Locks, waterways .J Y JULY t, 1997 PAGE 2 1 • 'n • • • ti. i e • 14 � �t ! �rsg� . . , Alleys Parking lots Airport runways Parkways r, Bituminous treatments Resurfacing streets and highways Bridle paths l_,' R Concrete pavement Roadways ' Curbs Shoulders ' Excavation & embankment (for road construction) Sidewalks Fencing (highwa+f) Stabilizing courses :.. Grade crossing elimination (overpass or underpass) Storm sewer(incidental to road , Guardrails on highway construction) Highway signs Street paving r Highway bridges (overpasses, underpasses, Surface courses • grade separation) Taxiways 'I Medians Tr:�ils • r I i 4 .. _ 1 d Y i • I I, f I JULY 1`-1897 PAGE 28 }., iI I ,r • m aPk. , l o .,,w r r ' .J .. 1 � • ■ -. OREGON DETERMINATION 97-04 CONSTRUCTION TYPE: NON-RESIDENTIAL BUILDING -COOS, CURRY, DOUGLAS AND JOSEPHINE COUNTIES ONLY :, BASIC BASIC HOURLY FRINGE HOURLY FRINGE x; TRADE RATE BENEFITS TRADE RATE BENEFITS ' A5 E. ;+ 4 w'®RKERS , afgaflicaNta Instalke, of insulation on mechanical Coos, Curry, Douglas (western portion) • • system'.;. re. Thermal and Acoustical purposes, also the installation of fire stop penetrations on Electrical and 0 Electricians 23.30 8.45 . ' Mechanical Systems. Josephine, Doue gas (eastern ortion . P 9 P ' Journeyman Asbestos Worker 23.98 6.38 0 Electricians 23.05 7.44 '. Removal of regulated material o Cable Splicers 23.05 7.44 - on mechanical systems* which are not going to be scrapped.** FI EVATCatV,inR19DT®R8 0 Hazardous Materials o Mechanic 28.27 6.89 + a Handler Mechanic 13.75 3.50 0 Helper 19.79 6.67 + a 0 Probationary Helper 14.14 .38 * Mechanical systems include pipes, boilers, ducts, • ' l' flues breaching, grease ducts and acid ducts. a) Plus 8% of basic hourly rate for %. This also includes all labor connected with the employees with more than 5 handling and distribution of materials for these years of service; 6% of basic • ' systems. hourly rate for 6 months to 5 years of service. ** The removal of all regulated materials from mechanical systems is exclusively the work of giatigaS 22.87 4.94 •. , Hazardous Mate;ials Handlers, unless the . • mechanical systems are going to be, scrapped. (Add $1.00 to base rate if Laborers do all removal of regulated materials on safety belt is required by State i mechanical systems to be scrapped and any non safety regulations) ' 1 . mechanka l(walls,ceilings,floors,bearns etc.) (Add $4.00 to base rate for • • insulation. They also do loading of any regulated work done from a material after it has been removed, bagged and non-motorized single-man bosun tagged, as well as cleanup at the removal site chair) and all work done at the disposal site Persons performing the removal of regulated materials ,tN LATOR,,: TAND B O�1'!f'N) 7,85 0,00 are classified as Group 3 Laborers. IB,Q 1f r�D... S 21.50 9:92 . NOTE: Regulated materials are those materials that • are regulated� for the purpose of protecting o Structural, Reinforcing, Ornamental, the environment or for personal protection by Riggers, Fence Erectors, Signal Men either E.P.A., O.S.H.A,, ©EO. or Federal O.S.H.A, LABORERa 9,10 '4.65 ° jERMA►K 24,07 �'� ELE TRI�y 9.a�1 �!IVIITE© ENT 1878 4.25 ,. 12 5.88 May only b RI�KLA�(ER9/S7t�NEN1A8+0 2�. y l,y a used for electrical work . THIS TRADE Is TENDED " MA . NS PG. 30 tiding 100 va' and BY' �� ,,-4 not exce 10 in Class II , • � ' T "TENDERS TO Ill installations (as defined in Article 725 CARE:NUM 13.20 3.67 of the National Electrical l Code): . . i �lp/yfy FE,..,yyrr'' rCCr�J� ry�r��ii ! • .Eli R.f. li.A i (y s 10,00 01.00 r�AI. TERS 13.00 0:00 DfWAlk.L I .. . p1ArE,V=. ELASTERE o Drywall (Accoustical'and o Nozzlerrian 23.41 5.86 , Drywall Applicator) 20.58 8:02 o Swinging scaffold 22.41 5.86 S. 6 Wetwall (Lather) 19.56 9.04 o all other work 21:91 5.86 • JULY 1 199 PAGE xe ,, qa / 1 . ' . • ' .• i , . OREGON DETERMINATION 97-04 CONSTRUCTION TYPE: NON-RESIDENTIAL BUILDING -COOS, C�RR DO t ' UGLAS AND JOSEPHINE COUNTIES ONLY ti BASIC BASIC HOURLY FRINGE HOURLY FRINGE , R • TRADE RATE BENEFITS TRADE RATE BENEFITS ELIMBELULSIENMEITIEBSIBEE.ifinaa I ME. TERRAZZQ JMIC & PLIABILLEINISEERS 16.77 4.27 Z6"1 ti 25 o Assists Tile Setters, BrickLa yer,,s ,Marble'lVlasons r and Terrazzo Workers by striking, sawing, r. 1 QWER EQUIPAMOLMBAIrpfla clear:r±g, washing or grouting. Does not lay or set any material. :.,. ;. Backhoes 12.94 1.56 (Add $.50 to base rate if safety belt required by State safety regulations. Bulldozers 13,50 1.56 ons. , Loader 13.50 1.56 (Add $1.00 to base rate of work involves epoxy, furnane, alkor acetylene black grouting or waterproof membrane.) • • ROOFERS 8.00 0.00 (Add $0.75 to fringe for refractory repair work.) TRUCK DRI E(,, .S E M AL ORDERS Coos, Curry 19.80 5.77 Zone 1 (Base Rate): Douglas, Josephine 19.92 5.65 o Group 1 20.32 7.60 o Group 2 20.44 7.60 • • $. FT EL®(]R.LAYERS 19.70 5.25 +a o Group 3 20.57 7.60 o Group 4 20.82 7.60 a) plus 4% of basic hourly rate for a Group 5 21.04 7.60 employees with less than one o Group 6 21.18 7.60 ' • • year of service, 6% for those o Group 7 ?'t.39 7,60 I with more than one year. Note; A Hazardous Waste Removal Differential must be ' added to the base rate if work is performed inside the ;; ��R FITTERS 21.40 6.28 boundary of a Federally Designated Hazardous Waste ' Site. For further informat,i in on this, call the Prevailing TENDEtS TO Nt, ON ES 20.39 6:00 Wage Rate Coordinator at 731-4466 0 Tenders for Bricklayers and Stone Masons. Zone Differential for Truck Drivers (Add to Zone 1 Rate) Mortar Mixers. Zone 2 .65 (Add $0.50 to base rate for refractory work) Zone 3 1.1.5 (Add base to rate an amount equal to that Zone 4 1.70 ed for safety belt requirements or other Zone 5 2=75 i receiv . unusual job conditions by the mechanic this worker is tending) Zone„11 Projects within 30 miles of City Hall in the !h Cities listed below. IfillgareMILACIMEga 19.09 6.00 Zone 2: More than than 30 miles but less than 40 miles . ..,,miles.,miles but less than 50 Z More than 50 miles but less than 80 miles `�1LE 5�1rTERr I i' , • Zone 5: More than 80 miles. ,, TEigBAZZ D W5?RKE.B 22.18 5.80 . THIS TAD E i TENCED BY "TILE, TERBA220, BRICK MARBLE FINISIERs fiance Giti Albany Eugene Longvie +! Portland Astoria Goldendale Madras Port Orford Medford' Reedsport � (Add Baker Grants Pass Med� ee ' h required by Bend Hermiston McMinnville Roseburg to base rate if safety belt raga' • State safety'.regulations, Brookings Hood giver Newport Salem {,, (Add $1 to base rate if work involves Klamath Falls Oregon City The Dallas • . urns .. ... alkor Corvallis Lakeview Pendrio Tillamook epoxy,furhane, ». or acetylene black grouting �Bay r Pendleton or waterproof merbrane.) JULY 1, 1997 PAGE 30 I B , 1 • V. • •, . , • . ' � �OREGON DE TERMINATION 97-04 CONSTR UCTIO N TYPE: NON-RESIDENTIAL BUILDING -COO S, CURRY, DOU GLA S , AND JOSEPHINE COUNTIES ONLY BASIC BASIC HOURLY FRINGE HOURLY FRINGE TRADE RATE BENEFITS TRADE RATE BENEFITS ' 8 .E (Continued) I IES (Continue) , , Wok GLQ , La Group A-Frame or Hydra-lift Truck w/load Transit Mix and Wet or Dry Mix Trucks: • ''' bearing surface 1 5 cu. yds. and under , 1 Battery Rebuilder 1 Over 5 cu, yds. and inc. 7 cu. yds Bus or Man-Haul Driver 1 Over 7 Cu. yds. and inc. 11 Cu. yds 3 Over 11 cu. yds. and inc. 15 cu. yds 4 ' • '°� Concrete Buggies (Power operated) 1 Team Drivers , 1 Drivers and Helpers handling sacked '°.. cement—add 15C per hour Tireman, full-time basis ... 1 Dump Trucks, Side, End and Bottom Dumps_ including Semi-Trucks and trains or combinations Truck Assistant 1 .,1\ .. thereof: Up to and inc. 10 cu. yds 1 Truck Mechanic-Welder-Body Repairman 3 • • Over 10 cu. yds. and inc. 30 cu. yds 3 ' - Truck Mechanic Assistant. . 1 Over 30 cu. yds. and inc.' 50 cu. yds 4 , . Over 50 cu. yds. and inc. 60 Cu.' yds 5 Water Wagons (Rated Capacity) up to: Over 60 cu. yds. and inc. 80 cu. yds .. 6 . 3000'gallons 1 . 1 Over 80 cu. yds. and inc. 100 cu. yds 7 3000 to 5000 gallons 2 5000 to 10,000 gallons 3 • Dumrmpsters or Similar, Equipment 10,000 to 15,000 gallons 4 all sizes 2 ` Winch Truck—takes classification of truck on which Flaherty Spreader Driver or Leverman 2 winch is mounted ' Lift Jitneys, Fork Lifts—all sizes—used • in loading, unloading & transporting WELDERS,; RIGG material on job site 1 Receive rate for craft performing operation to which • Loader and/or Leverman on Concrete Dry welding and rigging are incidental. Batch Plant, manually operated ................ 1 ' Low Bed Equipment, Flat Bed Semi-Truck • and Trailer or Doubles transporting ' equipment or wet or dry materials . ... 2 . Lubrication Man, Fuel Truck Driver, Driver, Tireman, Wash Rack, Steam ; Cleaner or combinatiCn ..... ,.. 1 • •• ,Lember Carrier, Driver-Stradd le F.A., Carrier used in loading, unloading and of material on joti site ....:. 2 d Oil Cy r tr�bu for Driver or L everman ..:... .... 2 !, 'I' Pilot Car •.; ........ ............. ..+,.+...i 1 I� I Slurry Truck Driver or Leverman ......:........ 1 sc. Body T Solo flat Bed and full ruck, 0.10 ton 1 • i JULi■ 1, isSI PAGE 31 la , ° c' ` ` " / , _Z ' u I! • i. t LIST OF CONTRACTORS INELIGIBLE BUREAU fi °. TO RECEIVE PUBLIC WORKS CONTRACTS OF LABOR L a; ! Publi.catitn Late: July 1, 1997 AND INDUSTRIT S ., . , To: All Oregon Contracting Agencies '' • ' Pursuant r uant to ORS 279.361,' on ' contractors an this list are ineligible to receive public works contracts. These contractors and subcontractors, as _w._.e -,,,.._.,a any firm, corporation, partnershi p or Jack Roberts. -' , , association in which the contractor or subcontractor has a Commissioner ; financial interest are ineligible to receive public works contracts until removed from this list ,; If you have questions regarding the list or for the most current information j regarding persons ineligible to receive prevailing wage contracts, please 1■ contact the Prevailing Wage Rate Cordinator, (Portland) 731-4074 Ext. 250. ' gQ ,$ACTr�R _ DATE PLACEf REMOVAL DATE i • 1. Craig Yundt, Registered. Agent , and President and AC & C Electrical Enterprises, Inc. May 10, 1996 May 9, 1999 4 2130 NW York Portland, OR 97210 2. Robin Allen December 1, 1994 November 30,1997 Daniel Allen ' A C & R Electric Company 3363 Silverton Road NE ' Salem, ,OR 97"$01 Wayne C Evere tt and October 15, 19 95 October 14, 1998 Equipment Erection Specialties, Inc. • 8645 SE Roots Road Clackamas, OR 97015 JULY 1, 1997 PAGE 32 • PORTLAND P` EUGENE BEND NIE13FOItiD' , ,, 800 NE Oregon St,'#32 1 1 165 E 7th Street,Suite 220 1250 NE 3rd,Suite B105 700E Main,Suite 105 s'"` Portland,OR 97232 Eugene,OR 97401 Bend,017 97701 Medford,OR 97504 (505)731-4200 1 (541)686-7623 (541)388-6330 (541)776.6270 P' ' . FAX(503)731-4069 686-7980 --' ( ) FAX(541) FAX(541)388-6273 FAX(541)776-6284, SALEItii 1 3865 PENDLETON 1 5 Woiteri t ne S.NE;E;E-1 200 i-ieile AV'e,,,Suite 308 i (, ANT EQUAL OPPORTUNITY EMPLOYER OR ,' Sale:rt,OR 97310 Pendleton, R 97801 • ' 2 a � (541)276-7884 0a:; 503)378 329 TLT�vITY OVER ( ) FAX(503)373-7631 1 FAX(541)276-2950 z a . l' • LIST OF CONTRACTORS INELIGIBLE TO RECEIVE PUBLIC WORKS CONTRACTS , Publication Date: July 1, 1997 O DATE_PlAgED $$14Q8l DATE 4.t4 , November 1994 November 22 7 23 � 199� 199 Maier Construction, Inc. o 4470 S.W. Hall Blvd, #317 Beaverton, OR 97005 ''' 5. Michael A. McSweeney dba Michael A. McSweeney Construction February, 25, 1997 February 24,2000 Y.O. Box 1573 �R,gue River, OR 97537 Edward R. Romayor and April 28, 1995 April 27, 1998 Portland Custom Interiors, Inc 4330 SE Milwaukie Avenue Portland, OR 97202 . 6. Haskell F. Tail.ent, dba October 14, 1994 October 13, 1997 Sound Construction of Reno 34773 Seaver Loop Road . . Eugene, OR 97405 Jack l tiberts, Commissioner bu5u of Labor and Industries ' i . JULY 1, 1997 PAGE 33 it I • . ..1............ .11.x..:- :........,... -.., ,. 'r � 'y i'4� �nf•u' 0 ` r , ry� y. ■ • BUREAU OF LABOR AND INDUSTRIES [ j '' A BULK .r.. ,,"� r: JACK ROBERTS IMPORTANT'NOTICE l:ONCERNiNG PREVAILING` WAGE RATES •�„ .14,4' U,s, Rostb u IL'-',-:.f..,/ . Commissioner P A. o D '' i r ,s, . Portlandc ° 800 NE Oregon St, # 32 Oregon', , Portland, Oregon 97232 Rarnrtit htc.. rORWARDINC AND ADDRESS CORRECTION REQUESTED ' • RETURN POSTAGE GUARANTEED • • 0rty hF TT,GIRD • , U.3i2S s4 HALL BLVD TIGARO OR 97223-Bi4A, IlILil{al1Ill111a111111II IttIttl1(lillllllatlltld alillltlllt • A AMENDMENT NUMI ER 3 TO THE JULY 1, 1997 PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS IN OREGON s,` OREGON DETERMINATION 97-03/97-04 EFFECTIVE OCTOBER 1, 1997 l'I re have been changes in tee of live trades, and zone language changes oonoerning one trade slrtoe the most n,°: 7°war on xhei ra tent amendment to the July 1, 1 997 PWI4 booklet, 1ip�dates in OREGON DETERMINATION 97.03197.04 ELECTRICIANS LINE CONSTRUCTION (AREA 2) , PL. . I LR1� 1V�IEREtt11P[W1 EANIFII"TER/Plf�EFl � 1 TTE1 S (AREA « a SENT OPERATORS (ZONE LANGUAGE CHANGE r OOFER (AREA'11 Or FLOOR LAYERS i 1,,154:1.4t6, o the this sheet. roe the Sake . rev�ity, we have n t included all of story s era sh '4wn c the book of this �h+~e e e of b o nclude the esc�alen�� ' ' Jr formtidn that, is found in the regulat booklet, Refer to the relevant parts of the July 1997 Booklet for detail ir;)notating this amendment, If you have lady Iuestlon5, call - at (S+A�l `!$1,4074 in I't�r'�lend, dme the P�tVFt Cciidtriat ALL T WHICH ARE NOT AMENDED REMAIN RATES IN THE JULY 1 97 BC1C�lCLE. _ IN FC3RCE, - S r x o M „ .L4• VA'.. ,J, .1V.'VV up V V.1 W.1-t 4..∎.'1 1 4s d.s ''di l t∎53:1.1\L L � . l UU"*�.UU 3 t i �ancq ...o�w�-�r. i. . r . OREGON DETERMINATION 97.33 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. `, AMENDMENT EFFECTIVE OCTOBER 1 1997 a �9iDAl- '"''CENTIAL BLDG. EXCLUDES COOS,CURRY. u. BASIC DOUGLAS & JOSEPHINE COUNTIES BASIC HOLtR Y'. FRINGE HOURLY FRINGE ' TRADE RATE �ENEF rs TIDE RATE BENEFITS Vii,. ZONE PAY CHANGES ONLY: . EQ,EL LFOLLQWMI Q►IIL 3.0ra LTAN_COUNT. .1 . . C Electricians 30.87 5.84 ' 0 Cable Splicers '' 22.96 5.93 MULTNOMAH; CLACKAMAS; MARION; YAMHILL: T. WASHINGTON AND COLUMBIA: 1..I E=ais= s (A,'ALL JOBS OR PROJECTS LOCATED IN MULTNOMAH, ' CLACKAMAS AND MARION COUNTIES, WEST OF TH E Aj WESTERN BOUNDARY OF MT HOOD NATIONAL FOREST AND WEST OF MILE Pr:)ST 30 ON INTERSTAT E 84 AND • , I o Cable Splicers 24.81 i 5,85 WEST OF MILE POST 30 ON STATE HWY 25 AND WEST° • . Q Journeyman Lineman 22,50 5.75 OF MILE POST 30 ON HWY 22 AND ALL JOBS LOCATED 0 Line Equip. Mech. IN YAIVIHILL COUNTY, WASHINGTON AND COLUMBIA I (Right-of-w y} 19..08 5.61 COUNTY SHALL RECEIVE ZONE 1 PAY FOR ALL 1 ':o Line Equip. Dper. 1 9.08 5,61 " CLASSIFICATIONS. • ±. C Craundmen 13.96 5.39 . (B) ALL 10135 OR PROJECTS LOCATED IN THE AREA OUTSIDE THE IDEWT FIED BOUNDARY ABOVE,Bul LESS' THAN 50 MILES FROM THE PORTLAND'D CITY HALL SHALL )' RECEIVE ZONE 2 PAY FOR ALL CLASSIFICATIONS. " AwLL(BQth'*. 26.15 ' 8.10 IC) ALL JOBS OR PROJECTS LOCATES MORE THAN QC •. "The above rats for Plumbers & Steamfitte;;r/Pipefitters MILES FROM THE PO9TLAND CITY HALL, BUT OUTISDE . . i is atao in'effect fir "NON-RESIDENTIAL BtJLDING i n THE IDENTIFIED BORDER ABOVE, SHALL RECEIVE oos, Curry, Douglas and Josephine Counties. 3 PAY FOR ALL CLASSIFICATIONS. EgliJClig FDLtA_ N.� 1 � . � QFERS, ALBANY;NY;B END COOS BAY; EUGENE; GRANTS RANTS PASS; ree5 J KLr4AT H FALLS;�, lE7F7�3 A� �ROSEBURG o Roofers 1x.75 5.SC A S OR F RJECTS LOCATED ES,. .. ( � .'0 1M :Idlin 4aal sr pitch h 21. 5 ! CF THE RESPECTIVE' CITY HALL TH E ABOVE \. .. T ,ri. EItdT 13 CITIES SHALL RECEIVE ZONE 1 PAY FOR , ' ' I C711I- ALL,CLASSIFICATIONS EEEL R I. E t,. ','t, 18.85 5.30 + a (B) ALL JOBS OR F' �q Y LOCATED Btl00R Soft F.Dor Layers IS a LESS THAN 5O AMILES FROM T30 above MILES I ■ � rate � ,, alto, I'111I!r AND LE I PROJECTS I. , AN fs�; in efflr�r • il' ., for "NON-RESIDENTIAL, 11IJILI ING in boos CUi' ES ED � Q for g rye RESPECTIVE CITY HALL OF THE ABOVE MENTIONED Dou Ias and Josephine Counties. CITIES SHALL RECEIVE Z„ PAY FOR ALLY hl� t�N ' ; � C4.A5SBFIC�ATYf„1lVS. � � • (C) ALL Jott OR PROJECTS LOCATED MORE THAN 5b MILES RESPECT THE ABOVE FROM THE CITY HALL OF ... �SHALL RECEIVE ZONE 3 PAY FOR . ' ALL CLASSIFICATIONS ' I j SOT iBER 1. i 607 PAGE 1 AMtNbMVJENT r� to JULY 1. 1997` I3bO LEA ' f d, ■ V .,v , • ... ', 0 ,ply , 4• . ' . BUREAU OF LABOR AND INDUSTRIES - WAGE AND HOUR DIVISION i INSTRUCTIONS FOR COMPLETING PAYROLL/CERTIFIED STATEMENT FORM, t' U1fH-38 (Rev 6/97) General: 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 fringe benefits, and provides for the contractor's representation in ;t the payroll/certified statement that he/she is paying other benefits required by the contract and not paid as +� . cash in lieu of fringe benefits. Detailed instructions concerning the preparation of the form follow: • > Complete the box at t!t,e top of the form. Complete the appropriate prime contractor or subcontractor box. Be sure to enter the date the contract was first advertised for bid, If you are not sure of this date, contact the " ,. Public Contracting Agency. µ • re.olug ni - Name, Address, an. . • . . - 4 .H - •• 11• • :ga: 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, r space is available in the name and address section so that Social Security numbers can be. listed. t, . e,.. Col p_,o r e C1 ;fficathE1s: List the classification found in the Bureau of Labor and Industries' 1 publication "Prevailing Wage Rates for Public Works Contracts in Oregon," which is most descriptive of the work actually performed by the employee. Give the group number for those worker classifice ions which y include such information, Consult the worker classifications and minimum prevailing wage rate schedule set F�.• ..r, forth in contract specifications. Refer to the appropriate prevailing wage rates in effect at the time the ise contract was first advertised for bid for information regarding trade classifications, basic hourly rates, and : • 1 hourly fringe benefits. Indicate which workers are apprentices, if any, and give their current percentage, trade . �j classification, and group number when applicable. If additional worker classifications are deemed necessary, i contact the contracting public agency. If an employee works in more than one worker classification, use the 1? highest rate for all hours worked, or use separate line entries to show hours worked, rate of pay, and fringe 1 benefit for each classification. i . i . ' ' ."Morin 3-D•4YJAND DATE_: Enter the day of the week (M, T, W, Th, F, S, Sul in the top roW of boxes, and the number of the day of the month below; e -HOURS WORKED EACH DAY: Enter overtime hours in the row marked "OT", See ORS 279.334 and page 2 ., of this booklet for changes in the overtime requirements. Gobi,• eTotal /°loon,: Enter separately the total number of overtime hours and straight time hours worked , by each listed classification during this pay period; overtime ("O')T") on top, straight time ("S") immediately ' below. Cokimn 5 -Basic Hourly Rate of eeet: Enter the basic;hourly rate and the overtime hourly rate (if any) paid the ; employee in the appropriate overtime and straight time boxes. Payment of not less than one and one half times the bask or regular rate paid is required for overtime under ORS 279:334. ;- ': - n+.. i - :-r- • r.: •. a- i+ Q.y.Q Enter any additional cash paid directly to the . p -, ploys which of 9 on those � wages lieu of fringe It is not necessary to pay time and a half for overtime work .• M fringe . . I ages W paid ` benefits, emoun in rr t earned listed straight time , all listed overtime hours, and wages all additional amounts paid directly for he ��u ri .� - Oros gross 9 �� g e �i-9or�rs � '�t and . . � directly to the employee iumn E Total 7educti F � on tic deductions withheld from , each employee for just those h urs►eported h payroll/certified statement for this project, AD deductions . ����must be in accordance with the provisions of ORS 652,610. a e : Enter th ' �;� mri �..:.�� V1t g s-,..paid for.ilV�eek the amount of wage actually paid to the employee . e after -. subtracting the total deductions reported in from the gross amoUnt earned shown in.Colurnal, ��' 0 , l ..;"). ' \.. (1. _ , . . . ., . • • . I w • "t:'• ; '`, INSTRUCTIONS FOR COMPLETING PAYROLL/CERTIFIED STATEMENT FORM, WH-38 (Rev 6/97) I 31ds.4 jairt[... �n, Fu nd of PrOa a� . Enter the hourly amount t of frin g e , » ._;) benefits paid to each individually approved party, plan, fund or program for each employee. List t' Ise amounts ` ,separately on the lines provided Any contactor who is making payments to approved parties, plans, funds or programs in amounts le.,s that irl p g � the.reSt4 it 4�.h42i, �''ff1(L14�e benefit is obligated to pay the difference directly to '' the empPoyee as wages in lieu of fringe benefits, and to show that amount in C.alueorLE of this form. I �olfnna 1 e�f E1 eft a P n, er ram: Enter the name of the party,„I plan, fund or program ■ that corresponds to the amount shown as an hourly fringe benefit in Column 1 Q. b utnm n - In order to determine if the wages and fringe benefits being certified by this,statement are sufficient , to meet prevailing wage rate requirements, the following check may be performed: r 1. Consiier each Trade Classification listed in Column 2. . \, , ' 2. For that Trade Classification, take the sum of: a) the Basic Hourly Rate of Pay (Column 5), b) the Hourly Fringe Benefit Paid as Wage to Employee (Column 6), c) and the Hourly Fringe Benefit Paid To Party, Plan, Fund or Program (Column 10). , !, i 3. This sum mi^st equal or exceed the sum of the Basic Hourly Rate (including zone pay and special ,�.: wage differentials, if any) and the Fringe Benefit as they are listed for that Trade Classification , in the appropriately dated issue of the Bureau of Labor and Industries publicationyai Brig Aiade - ..•. Ra ges for PI. li larks ain tag.te i .ples n. I' ' 1 . ..,.,�,,,s, 1. 'r • I NOT(CE TO CONTRACTORS: You ARE NO LONGER REQUIRED TO SUBMIT COPIES OF THE PAYROLL/CERTIFIED SIAT'EMENT To THE BUREAU OP LABOR AND INDUSTRIES. THE STATEMENT MUST BE SUBMITTED TO THE PROJECT CONTRACTING AGENCY It 1- w'•, . +, I } • f, a }•I I i' ff r . V 01:1,WHDI +BkElOOK.Er T BINS SAM 1 I 9 ba ; (2) (3) DAY AND DATE (4), (5) (6) (7) ($) (6) (10) (11) Api" NAME ADDRESS AND TR�OE TOTAL RAMC HOURLY FRINGE (DROSS TOTAL - NEr WAGE HOURLY FRINGE NAME OF.BENE�±T NUMBS SECURITY CLASSIFICATION- HOURLY BENEFIT PAID AS AMOUNT- DEDUCTION - PAID FOR. BENEFIT PAID TO PARTY.PLAN.FUND. _ - NUMeER`JI=OF-EMPLOYEE - IiL`iJAS y , RATE OF - WAGETO PARTY,PLAN. OR IINCLUDEG4IiDtF' EARNED FICA,F2 WEEK €`IFAPPIacARLEl - : ., BUREAU OF LABOR AND INDUSTRIES 4. NOTICE OF AWARD OF PUBLIC WORKS CONTRACT (For use by Public lAgencies in Complying with CRS 279.363) . CON,rRACTING AGENCY INFORMATION. . �� ��r wN . : �Name Agency Number ,. • Address __ ____�_ .. City,State,Zip M Agency Representative Phone ; ' , 2.CONTRACT INFORMATION F . . Project Name __ Project Number Project Mansger Name ..__w _. Fax Number �' • . Phoney Plumber . , Project Lactation (Street(*), City, State).._ Project County � ._. _.� Contract Amount l ' Sourci of Funds(Le,, 100% Federal Funds,.50/50 Federal/State, 100%Local,etc.) Note:if this project is Federally funriect and subject to the Davis Bacon Act, do not submit this form to the Oregon Bureau of Labor and industries. if Federal funds are involved, but the project" ' .. s subject to Oregon v ailin wage e r�te� please specify. . . _ I Y , ., . Date Contract Specifications First Advertised for Bic! j , Date-Contract Awarded Date Work.Ekpected to Begin____-_----- Date First Progress Payment Due Expected Date of Completion • CONTRACTOR � 3.PRIME INFORMATION � , . Name Address; n Ci ty, State,Zip Phone �A . Constr_. on Contractors Board ftagistiratti®n INiutnber . W n orkers Comp, insurance Company iE'iiorike 'Comp Policy/Binder Numbaer. THIS FORM WILL Be RETUr NE® TO THE CONTRACTING AGENCY FOR CORRECTION AND RESLIIIVMI TAL IF N J M PLE"r RriBit!Y Yli 15� ��rt P LiE ED FORM tea Bureau Labor a rt Industries Wage and Hour iwision itrn 11609 Prevailing Wage Section . 800 NE OaeoG,#32 (S03)Ill-4074j�exre 233 FOX: (S03)7`;314606 Pa�e�rd.,ew® ��..� J �2� � triirh(Arrbttlawnrasiini intv3 616 WI-1-61 F„. i1 J , n 1 • .�14rik�i n � ? e Z/ • ,Iti^Y Bureau of Labor and Industries Prevailing Wage Rate Unit 800 N.E.Oregon St.,#32 Portland,OR 97232 Phone: (503)731-4074, Fax: (503)731-4623 (For use by contractors in complying with ORS 279375) THIS FORM TO BE USED FOR PROJECTS AWARDED AFTER SEPTEMBER 9, 19 95 ONLY CQntr'acto_r„.: Please complete and mail this form to BOLL at the above address, along with the appropriate fee 1' 1/ 1/' of 1!°of rice payable BOLL. . . FEE IS $100.00, IS . ( 10th the contract price** � a able to LI. tV,II1�I�UM ,M,t�XIMUM FEE $5,000.00. Without the following completed information,the bureau may be ur:`able to properly credit you • for payment reeted. • ° BUSINESS NAME(DBA) CCB# M AILING ADD RESS: PHONE: (STREET OR PC BOX#) i! (CITY,STATE,ZIP) PROJECT NAME: PROJECT NUMBER: PROJECT LOCATION: AGENCY AWARDING CONTEtAC'T. AGENCY CONTACT PERSON: : � _.._._: PHONE: ' .�_ - . { CONTRACT AMOUNT: PA' E AWARDE ._._ ryATE WORK BEGAN: *(Contract amount X,001) • ;1 b J (Please duplicate this form for future rise) 0 o 12/05191ree1m nii1' • d 1 Bureau of Labor and Industries Prevailing Wage Rate Unit 800 N.E. Oregon St. , # 32 � . Portland, OR 97232 phone: (503) 731-4074, ext , 250 FAX: t 503) 731-4623 . I , CT FEE Aa agaga T '®„k THIS FORE TO BE USED FOR RECONCILIATION OF FEES ON COMPLETION OF r %`, PUBLIC "ROSS PROJECTS ,. (;As required by OR$ 279'.375 and OAR 839-16-210) Crattraatorat Please complete and mail this form to BOLL at the above address, after ' completion of the public works project and not less than 30 days after the final payment by the contracting agency. Contractors are required to determine the final contract price, including all change orders or other adjustments to the original contract price and to calculate Ithe adjusted prevailing wage rate fee, based on the revised contract price. Documentation must be' included to support the final contract price. The prevailing wage rate fee, .001, (1/10th of 1%)' shall be applied to the i final contract price, with credit taken for fees already submitted. The contractor must submit the additional fee payable to BOLT with the adjustment form or requests , for refund' if applicable. ktO ADDITIONAL E Gds k,i 1E C:H14.RO 1?. MR, A REFA _• .M • • ON .,r. •.k. , 6 .AHO °i'a► UddDEZ ' I 0 0 b 0 /d . BUSINESS NAME (DEA) _ CCB 4 • Mk/LING ADDRESS: _,,_PHONE I_ ) „—__ (STREET OR PO BOY #, CITY, STATE,. ZIP) PROJECT NAME: --------�-- --- PRCrIECT NUMBER: PROJECT LOCATION: ° 1 AGENCY AWARDING CONTRACT: ..._.__DAT$ AWARDED: FINAL CONTRACT AMOUNT: `I2$AL FEE DUE*: (Include all change orders and adjustments *(Finn, Contract amount X .001) to the contract price) ■ , , OrtIGINAL dONTRACT AMOUNT: INITIAL FEE PAID*:*: � *(Contract amount X .001) YA(� REFUND CE bug: RISC NL7luND I U i H. (Final contract fee less initial fee paid) A. Sample Calculation: r Final Contract Amount $400,000,00 Final F..s;: Dues $400,00 Aant: - Initial Fee Paid: -100,00, �.• Original Contract 3..(L4 lL(IS1 u 00 'total Adjustment: $100,000,00 Amount hue or Refund Due: $lt'0,00 ' cume,ntatian may cons ist of ,char a orders or other. contract dacu,nr�e�nt8 subsltaiitiating i, Da i y J the amount of the contract. iU./ii%43 Ana�r: .. ('P l ee duplicate thin' form' for future use) 1- P1ezb, ss,�at! f . ii ikrah s • 1, 1 • -- - �"'--- d`• r�.t qa....6 ___ - - "'._* - -- '- -_ _. -.d '-. - .:e-. .r ?.ac ¢ _ =s °a-°: RSr�d� - rzmss.e _= *--c° , ea=aza� > - - PLANNED PUBLIC IMPROVEMENT SUMMARY 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 • • • • • ,D_ , ORS 289.023 generally states.that not less than 30 days prior to adoption of its budget for the subsequent budget period,each public agency shall prepare and file with the Commissioner of the Bureau of Labor and Industries a list of every public improvement known to that agency that the agency plans to fund in the budget-period. If the agency decides to use its own equipment and personnel for construction projects estimated to cost more than $50,000, the agency shalt 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 - FORM WH-1i S(Rev 6!96i 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 estimate and least cost determination constitutes a public record available in the usual manner for public review or copying Mail a copy of this public improvement summary to: Wage.and Hour Division, 800 NE Oregon St., #32, Portland, Oregon 97232. • 2 CAPITAL IMPROVEMENT PROJECT COST COMPARISON ESTIMATE (Name.of State.or Local Government Agency) DEPARTMENT: PROJECT T NAME: FUND: PROPOSEL? YEAR: PROJECT DESCRIPTION: PROJECT NUMBER: Rough _ _- .enc Force Estimate A.en Quantity = _ _ _A m � - _ _ c Contract Estimate Unit Estimate Units Work Class Descri a tion - Cost Total Unit Total Cost ,;- - _ _ ... : Cost• • % • • • Estimated Construction Period determines that(Agency Forces)(Contractor) can perform this work at the least cost. (Name:of Agency) (cross out one) -6-: FORM ltlr-i-1 19 (Rev 6/96) (Agency Official) z \ t , - •_ • GENERAL CONDITIONS TERMS a, ABBREVIATIONS AASHTO American Association of State Highway and Transportation Officials ANSI American National Standards Institute • ASTM American Society of Testing and Materials NFL National Electric Code ' the numbers and letters following the abbreviations denote the serial designation for the specification :P • g g p or standard to which reference is made. DEFINITIONS Addenda-Written or graphic instructions issued prior to the execution of the Contract which modify A ti or interpret the Contract Documents, drawings, and specifications, by additions, deletions, clarifications, or corrections, that become a portion of the Contract Documents, Agency/Owner The City of Tigard, Tigard, Oregon. Bonds- 3id Performance, . ce a Payment other instruments of security, furnished by the �.,; � � D� � and Pay��Brit Bonds, and oth Contractor and his surety in accordance with the Contract Documents, IChange Order- en order to the authorizing A watt he Contractor authori�ifl an addition, deletion, or revision in the • work within the general scope of the Contract Documents, or authorizing an ad justment in the • Contract price or Contract time. Contract Documents is Contract, including Advertisement for Bids, Information for Bidders, ' • • n The utfing Adve � ' - ry Nt e CiJ proposal,Bid Bond, Contract,Performance and Payment Mond; Drawings, Specifications, and any •. Change Orders or Addenda, x. • I Contract Price w The total monies payable to the Contractor under the terms and conditions of the t ) Contract Documents. Contract Time-the number of calendar days completion number y Contract iron the ... O�Y the w a s state in the Contract Documents for the corn e j Contractor �.person,firm, corporation, partnershi p,p, or association duly licensed or approved by the State of Oregon and the Agency with whom the Agency has executed the Contract, i I • • °"�;.•+ 4 ' ^' A • 1 1 • • , Engineer-The Agency's designated project engineer during construction. . inspector-The person designated by the Agency to inspect the work. . Notice to Proceed�-Written communication issued by the Agency to the Contractor authorizing him Y g Y g to proceed with the work and establishing the date of commencement of the work. Project The undertaking to be performed as provided in the Contract Documents. " . Shop Drawings All drawings, diagrams, illustrations, brochures, schedules, and other data which are prepared by the Contractor,Manufacturer, Supplier, or Digtributor, which illustrate how specific portions of the work shall be fabricated or installed. 1 Existing system- All pipes, structures, and appurtenances presently existing at the plant site, Supplemental General Conditions-Modifications to the General Conditions and included as a portion of the Contract Documents. Work-All labor necessary to produce the construction required by the Contract Documents, and all I materials and equipment incorporated or to be incorporated in the project. DRAWING'S AND S ]ECNICATIONS ' INTENT . The i n tent of the Drawings and Specifications is that the contractor shall furnish all labor, materials, ,i tools, equipment, and transportation,necessary for the proper execution of the work in accordance with the Contract Documents and all incidental work necessary to complete the project in an . acceptable manner,ready for use and operation by.the Agency, While it is believed that much of the information pertaining to conditions which c much o g ' ions which tray affect the cost of the proposed work will be shown on the plans or indicated in the specifications, the Owner does ess or accuracy of such inform '4 not warrant the completeness y 1 information. It is the contractor's responsibility to c ascertain the existence of any conditions affecting t�' coat of the work which would have been 1 , disclosed by reasonable examination of the site, Agency, work shall in compliance a�vit g y ordinances, and resolution and not be done p nc c orders where '� covered by specifications or drawings in this document, CONFLICT I .. .. ..... { d 't . In c ase of conflict between the drawings and specifications, the specifications shall govern. 4 1„ Dimensions on drawings shall govern over scaled dimensions, and detailed drawings shall govern o ver — ! 1 • general drawings, 1{, ff I" „S+ u ` a • • fi DISCREPANCIES Any discrepancies found between the drawings, specifcations, and site conditions or any `. inconsistencies or ambiguities in the drawings or specifications, shall be immediately reported to the Agency in writing, who will promptly correct such . inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such I. discrepancies, inconsistencies, or ambiguities shall be done at the contractor's risk. CHANGES IN THE WORK AND CONTRACT PRICE 1 WORK CHANGES The Agency may at any time, as the need arises, order changes within the scope of the work without • • invalidating the,Contract. If such changes increase or decrease the amount due under the Contract Documents, or in the time required for performance of the work, an equitable adjustment shall be authorized by Change Order. CONTRACT PACE . The Contract price may be changed only by a Change Order, The value of any work covered by a Change Order or any claim for an increase or decrease in the Contract price shall be determined by one or more of the following methods in the order or precedence listed below: 1. Unit prices previously approved. l 2. An agreed lump sum, 3 Force account. The actual cost for labor, direct overhead, materials, supplies, ., equipment, and other services necessary to complete the work shall be documented. The Contractor shall maintain records in such a manner as to provide a clear distinction between the direct cost of extra work paid for on the force account basis and the costs of other operations performed in connection with the contract. . The Contractor shall furnish to the engineer daily reports in duplicate of the ectra'work to be paid for on a force s • � ce�account � shall set forth the direct ccount basis: The reports shall itemize the material used and sh cost of labor and the charges for equipment rental whether furnished by the Contractor, or X. ra��tor, The reports shall provide names or identifications and classifications of workers, the hourly sub-contractor.nratc of pay and hours worked together with the size type and identification number of " �._.• equipment and hours of equipment operation. Material charg es shall be submitted tted b y vendor&invoices,`nes, Such invoices shall all b e submitted with the e , reports;y or, if not available, they shall be with subsequent reports. In the said vendors invoices are not submitted within fifteen (15) days after acceptance of the work, the • I I I • • contracting agency reserves the right to establish the cost of such materials at the lowest current price at which said materials are available in the appropriate quantities deli vered to the location of work. All reports shall be signed by the Contractor or an authorized representative. The Agency will compare records with the reports furnished by the Contractor, make any necessary adjustments and then compile the costs of extra work paid for on a force account basis on forms furnished by the contracting agency. When these extra work reports are agreed upon and signed by both parties, they shall become the basis of payment for the work, • - THE CONTRACTOR AND HIS EMPLOYEES CONTRACTOR,AN INDEPENDENT AGENT I , The Contractor shall perform all work under this Contract as an Independent Agent and shall not be considered as an agent of the Owner, nor shall the Contractor's subcontractors or employees be subagents of the Owner. SUBCONTRACTING Within thirty (30) days after the execution of the Contract, the Contractor shall submit to the Engineer the names of all subcontractors proposed for the work, including the names of any subcontractors that were submitted with the Proposal. The Contractor shall not employ any subcontractors that the Engineer may object to as lacking capability to properly perform work of the typ e and scope anticipated. No changes will ll be allowed from the approved subcontractor list without approval of the Engineer, The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any • subcontractor and the Owner, INSURANCE AND LIABILITY A, GENERAL t . The Contractor shall provide (from insurance companies acceptable to the Owner) the p � p e insurance coverage designated hereinafter and pay all costs. Before � � .. certificates �, work this , � with s Contract Contractor a s of narnenciri� r under.. ctor shall furnish the Owner insurance specified herein showing the type, amount, class of operations • • ` I • . � . , • • 8 - ' � .fin .-� • • .., covered, effective dates,and date of expiration of policies, and containing substantially the following statement: "The insurance covered by this certificate will not be canceled or materially altered, except after thirty(30) days written notice has been received by the Owner." .N.,. • In case of the breach of any provision of this Article, the Owner, at his option, may take out and maintain, at the expense of the Contractor, such insurance as the Owner may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Contractor under this Contract. The Contractor shall waive subrogation rights against the Owner under the insurance policies 6 requited. The "other insurance" clause in the required insurance shall not apply to the •; • insurance policies of the Owner. •., •. B, CONTRACTOR AND SUBCONTRACTOR INSURANCE , ., I" The Contractor shall not commence work under this Contract until he has obtained all the • .. insurance required hereunder and such insurance has been reviewed by the Owner, nor shall • . the Contractor allow any subcontractor to commence work on his subcontract until insurance specified below teas been obtained. Review of the insurance by the Owner shall not relieve . or decrease the liability of the Contractor hereunder. .( • b.. C. COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE , . 1 V The Contractor shall maintain during the life of this Contract the statutory Workers' Compensation, in addition, Employer's Liability Insurance in an amount not less than (.>, : $100,000,00 for each occurrence, for all of his employees to be engaged in work on the l project under this Contract and, in case any such work is sublet, the Contractor shall require the subcontractor similarly to provide Workers' Compensation and Employer's Liability Insurance for all of the latter's employees to be engaged in such work. Where work under this Contract includes any water or navigational exposure, coverage shall be included to cover the r Federal Longshoremen's and Harbor worker's Act and the Federal Jones Act. I• D. GENERAL LIABILITY INSURANCE(INCLUDING AUTOMOBILE) The Contractor shall maintain durin g the life of this Contract such general liability and automobile liability insurance as will provide coverage for claims for damage's 4 for personal injury,including accidental death, as well as for claims work property damage, arise ' I which may axis directly or indirectly from performance of the work under this Contract. Coverage for property damage shall be on a broad form" basis, Amount of insurance to be provided shall • j g' limit for bodily �. j. j . ,� be $500,000.00 combined single limit fitly injury, liability and property damage per ccUl j1 occurrence,rrence; lu excess � 'for the general liability and automobile liability . plus umbrella e ess ltabtltt l . . � liability g ttera y 1 . insurance in an amount not less than$5;000,000,00 per occurrence in excess of the above ' • \ 4 ' ' ' s', ' , • - •' ' ' ,,4, ,. 4, , , . ' " _ . • • • a' a t stated primary limits. Any applicable retention above the required limits of insurance shall be assumed by the Contractor and shall not be collectible from the Owner or its insurers. ' r, ' In the event any work under this Contract is performed by a subcontrac..x the Contractor y p Y shall be responsible for an y liability directly arising out of the work performed under this , Contract by�a subcontractor,which liability is not covered the subcontractor's insurance. Y by The Owner and Engineer,their officers, agents, and employees shall be named as additional insureds -,,, on the Contractor's and any subcontractors'general liability and automobile liability insurance policies :; for any claims arising out of work performed under this Contract. . E. BUILDERS FI SK.'ALL RISK.INSURANCE Unless otherwise modified in the SUPPLEMENTARY CONDITIONS, the Contractor shall secure and maintain during the life of this contract,Builders Risk All Risk Insurance coverage ,L, for 100 percent of the Contract amount Such insurance shall include coverage for earthquake, landslide, flood, collapse, or loss due to the results of faulty workmanship, and shall provide for losses to be paid to,the Contractor and the Owner as their in,erests may b appears. F. .IIv1'SUR,ANCE COVERAGE FOR SPECIAL CONDITIONS LI . When the construction is to be accomplished within a public or private right-of-way requiring special insurance coverage,the Contractor shall conform to the particular requirements of the authority having jurisdiction and provide the required insurance. The Contractor shall include in his liability policy all endorsements that the said authority may require for the protection. o i. f the authority,its officers,gents, and employees. Insurance coverage for spet'ial conditions, when required, shall be provided as set forth in the l! SUPPLEMENTARY CONDITIONS. H?� 0 • G. NO PERSONAL LIABILITY Or PUBLIC OFFICIALS j ...i, In carrying out any of the provisions hereof in exercising any authority granted by the Contract, there will be no personal liability upon any public official. it ., ii ,. INDEMNITY �S • ' The Contractor shall indemnify and hold harmless the Owner, the Engineer, and their agents and employees� from and against all claims, demands, penalties, , , expenses, including . attorneys' fees g oyees and causes of action of any kind or character, including s the cost of defense thereof, arising or alleged to any person account of personal i. ' death or damage arising o have risen in favor of erson on a, p . � injury, deaf ge to property arising out of or resulting from or alleged to have risen out of or resulted from in whole -r • • • i 9 ,a • i ■ or in part, any act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of thern may be liable. In any and all claims against the Owner, the Engineer, or any of their agents or employee 3 by an employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them . or anyone for whose acts any of them may be liable, the indemnification obligation of the Contractor under this Article shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for the Contractor or any subcontractor under Workers' Compensation Acts, Disability Benefit Acts, or other Employee Benefit Acts. TAXES AND CHARGES The Contractor shall withhold and pay any and all sales and use taxes and all withholding taxes, whether State or Federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may hereafter be required to be paid or ( withheld under any laws. ORDINANCES,PERMITS,AND LICENSES The Contractor shall keep himself fially informed of all local ordinances, as well as State and Federal laws,which in any manner affect the work herein specified. The Contractor shall at all times comply 1 with said ordinances,laws, and regulations, and protect and indemnify the Owner and its officers and agents against any claim or liability arising from or based on the violation of any such laws, oramers, or regulations. All permits, licenses, and inspection fees necessary for prosecution and completion of the work shall be secured and paid for by the Contractor, unless otherwise specified. REQUIREMENTS OF OREGON LAW FOR PUBLIC CONTRACTS % When the contract Documents concern public works of the State or any County, municipality, or , political subdivision created by its laws, the applicable statutes of the State of Oregon shall apply, For this reason, Sections 279310 through 279.356 of the Oregon Revised Statutes, as amended or superseded,including the latest additions and revisions, are incorporated by reference as part of these Contract Documents, • These sections define the requirements of Oregon law for public contracts', A. Concerning payment of laborers and triaterialmen, contributions to State Accident Insurance I Fund (SAW), prevention of liens, payment of withholding taxes. B, Cicerning the maximum hours and length of day's labor, overtime provisions and requirement, and payment of medical care and attention to employees, , . C. Concerning payment of not less than prevailing wage rates. The Contractor shall pay not less . • than the prevailing rates of wages in conformance with ORS 279350. Certification of wage • . . • payments by the Contractor shall be submitted to the Owner in conformance with ORS •, , • 279.354. Wage certification forms shall be provided by the Contractor.• D. Concerning payment of claims by public officers, provisions relating to environmental and natural resource laws and rules, and termination of Contract by mutual agreement or for public interest. It is understood and agreed that all parties to this Contract shall determine the contents of , these applicable statutes and comply with their provisions throughout the performance of the contract CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, • OSHA,AND OTHER CODE REQUIREMENTS The completed work shall include all necessary permanent safety devices, such as machinery guards • and similar ordinary safety items required by the State and Federal (OSHA)industrial authorities and applicable local and national codes. Further, any features of the work (including Owner-select equipment) subject to such safety regulations shall be fabricated, furnished, and installed in . orripliance with these requirements. Contractors and manufacturers of equipment shall be held responsible for compliance with the requirements included herein, Contractors shall notify all equipment suppliers and subcontractors of the provisions of this Article. SAFETY • The Contractor shall be solely and completely responsible for conditions of the jobsite, including • safety of all persons (including employees) and property from the time of award of the contract through and including final acceptance by the Owner, This requirement and attendant liability shall apply continuously on a 24 hour basis. Contractors covenant to indemnify contained herein expressly includes any damages, etc., arising out of any such jobsite conditions, Safety provisions shall conform to U.S, Department of Labor(OSHA), the State Occupational Safety and Health Act, and all other , . applicable Federal, State, County, and local laws, ordinances, codes,the requirements set forth below, and any regulations that may be detailed in other parts of these Documents. Where any of these are in conflict,the more stringent requirement shall be followed, The Contractor's failure to thoroughly familiarize himself with the aforementioned safety provisions shall not relieve him from compliance ..- with the obligations and penalties set for herein, • The Contractor shall develop and maintain for the duration of the Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint j • an employee who is qualified and authorized to supervise and enforce compliance with the safety program. The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of the Contractor's safety supervisor, safety program, or any safety measures taken in, or near the construction site, • 4 • to • ,nII4 • • • ' ' • 2 • • • , • • • • • • • • It • The Contractor, as a part of his safety program, shall maintain his office or other well-known place , at the jobsite, safety equipment applicable to the work as prescribed by the aforementioned authorities, all articles mcessary for giving first aid to the inured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care of persons(including employees)who may . be injured on the jobsite, •• • 1 If death or serious injuries or serious damages are caused,the accident shall be reported immediately • , by telephone or messenger to both the Engineer and the Owne,.. in addition, the Contractor must , . promptly report in writing to the Engineer all accidents whatsoever arising out of or in connection • with, the performance of the work whether on, or adjacent to, the site, giving full details and statements of witnesses. If a claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the PROSECUTION OF THE WORK • , • ( •. • 4 It is expressly understood and agreed that the time of beginning, rate of progress, and time of •. completion of the work are of the essence of this contractor. The work shall be prosecuted at such time, and in or on such part or parts of the project as may be required, to complete the project as contemplated in the Contract Documents and the approved construction schedule, If the Contractor desires to carry on work at night or outside the regular hours, he shall give timely notice to the engineer to allow satisfactory arrangements to be made for inspecting the work in progress, ASSIGNMENT Neither party to the contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him • c; hereunder without the previous written consent of the Owner. SUSPENSION OF WORK ,• , • The Agency may suspend the wk and give written notice to the Contractor stating such when the f Contractor is using material which does not conform to the requirements of these Contract Documents or is impropiuly performing the work, and neglects or refuses to replace or reconstruct • such work. The suspdrision shall remain in effect until appropriate corrections are made, Review of the Agency's decisim shall be made,upon request, by the City Manager within 48 hours of the initial . , suspension. Regardless of his decision,the Agency shall not incur pecuniary liability for any incorrect suspension of work, unless such,suspension was a willfully malicious act of the Agency, .• AGENCY'S man'TO DO WORK if 0 f," • , . •• . ,• If the Contractor should, in the opinion of the architect, neglect to prosecute the work properly or , •-• .. should neglect or refuse at his own cost to take up and replace work as shall have been rejected by• the engineer,then the Agency shall notify the surety company of the condition, and after ten(10) days • . , , written notice to the Contractor and the surety company, or without notice if an emergency or danger to the work or public exists, and without prejudice to any other right which the Owner may have under the Contract,take over that portion of the work which has been improperly executed and make tt T good the deficiencies and deduct the cost thereof from the payments then or thereafter due the Contractor. .• :,• OWNER'S RIGHT TO TRANSFER EMPLOYMENT . If the Contractor should abandon the work or should be adjudged a bankrupt, or if he should make . a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for ' • • • which extension of time is provided,to supply enough properly skilled workmen or proper materials, ' or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently , disregard laws, ordinances, or the instructions of the engineer, or otherwise be guilty of substantial violation of any provision of the Contractor or any laws or ordinance, then the Owner, if sufficient • • , cause exists to justify such action, may without prejudice to any other right or remedy, and after giving the Contractor and surety seven(7)days written notice,transfer the employment for said work from the Contractor to the surety. Upon receipt of such notice, such surety shall enter upon the premises and take possession of?All materials, tools, and appliances thereon for the purpose of . completing the work included under this contract and employ, by Contract or otherwise, any person • or persons to finish the work and provide the materials therefore without termination of the . :• •• continuing full force and effect of this Contract. In case of such transfer of employment to such • surety, the surety shall be paid in its own name on estimates according to the terms hereof without . any right of the Contractor to make any claim for the same or any part thereof In lieu of the • foregoing, if the Owner so elects, he may terminate the employment of the Contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method he may deem expedient. In such case,the Contractor shall not be entitled to receive t. any further payment until the work is finished. If the expense of completing the Contract, including . compensation for additional managerial and administrative services, shall exceed such unpaid balance, the contractor shall pay the difference to the Owner, SCHEDULES AND PROGRESS REPORTS • Prior to starting the construction,the Contractor shall prepare and submit to the Engineer for review, a progress schedule showing approximately the dates on which each part or division of the work is . expected to be started and finished. The progress schedule shall be brought up to date and submitted , to the Engineer at the end of each month or at such other times the Engineer may request, ^ The Contractor shall also forward to the Engineer, at the end of each month, an itemized report of • ' the delivery status of major and critical items of purchased equipment and material, including shop drawings and the status of shop and field fabricated work. These progress reports shall indicate the • . • . 41" '4451 ' ' •; • a , . t s date of the purchase order, the current percentage of completion, estimated delivery, and cause of delay, if any. • : lithe completion of any part of the work or the delivery of materials is behind the approved schedule, : the contractor shall submit in writing a plan acceptable to the Owner and Engineer for bringing the Iwork up to schedule. . .. The Owner shall have the right to withhold progress payments for the work if the Contractor fails to update and submit the progress schedule and reports as specified. DELAYS AND EXTENSION OF TIME If the contractor is delayed in the progress of the work by any act or neglect of the Owner, of the Engineer, or by a separate Contractor employed by the Owner, or by strikes,lockouts, fire, unusual weather conditions, or unavoidable casualties, the Contractor shall, within 48 hours of the s tart of the occurrence,give notice to the Owner of the cause of the potential delay and estimate Lie possible . . time extension involved, Within seven (7) days after the cause of delay has been remedied, the Contractor shall give notice to the Owner of any actual time extension required as a result of the �".' aforementioned occurrence, t , No extension of time will be granted to the contractor for delays occurring to parts of the work that , have no measurable impact on the completion of the total work under this contract; nor will extension 'oftiime be granted for delays to parts of work that are not located on the critical path if the Critical 1 Path Method CPM) is used for scheduling the work, ,{ ( g No extension of time will be considered for weather conditions normal to the area in which the work .,,. . . is being performed. Unusual weather conditions, if determined by the Engineer to be of a severity that would stop all progress of the work, may be considered as cause for an extension of Contract completion tinge. ' Delays in delivery of equipment or material purchased by the Contractor or his subcontractors d (�inclu Ong Owner-selected equipment) shall not be considered as a just case for delay. The f Contractor shall be fully responsible for the timely ordering, scheduling, expediting, delivery, and •.. '. . j% installation of all equipment and materials, ': Within a reasonable period after the Contractor submits to the Owner a written request for an � extension of time, the Engineer will present his written opinion to the Owner as to whether an justified, y so, y extension of time is ttstifxed and if so his recommendation as to the number of days for time extension, The Owner will make the final decision on all requests for extension of time, In no event shall the Contractor be entitled under this Contract to collect or recover any damages, • incurred b. delay other than as caused b the Owner, as stipulated loss, or expense incu by a ;� y p 1-aced in Article 72, ,. NOTICE,O "CLAIM FOR DELAY, • • • • . • MEASUREMENT AND PAYMENT lalawrIalAWINromaser. MEASUREMENT Materials and items of-work which are to be paid for on the basis of measurement shall be measured ' in accordance with the methods stipulated in the particular sections herein covering materials or types of work, PAYMENT Progress payments shall be made once each month. The Contractor will submit to the Agency a partial payment estimate signed by the Contractor covering the work performed during that period and supported by such data as the Agency may reasonably require, If payment is required on the basis of materials and equipment not incorporat,x1 in the work but delivered and suitably stored, the partial payment estimate shall also be accompanied by such supporting data. The Agency will, within ten (10) days after receipt, either indicate approval or refusal of payment, In the latter case, the - Contractor may make the necessary corrections and resubmit the partial payment estimate, The • Agency, will, within fourteen (14) days after the next regularly scheduled meeting of its Board of . . Directors pay the Contractor a progress payment on the basis of the approved partial payment estimate, RETAINAGE The Agency will deduct and retain five (5) percent of the amount earned for work satisfactorily completed or material delivered to the jobsite. In lieu of the five (5) percent retainage, provisions may be made as provided in ORS 279 for depositing with the Agency, approved bonds or securities. . • FINAL PAYMENT Upon completion of the project, the Agency and Contractor shall conduct a final inspection, With acceptance of the completed project, the final estimate shall be prepared and payment made to the Contractor. Any payment,however,final or otherwise, shall not release the Contractor or his sureties from any obligations under the Contract Documents or the Performance and Payment bond, RELEASE OF LIENS OF CLABIS Before the Owner pays the Contractor his final payment for the work, the contractor shall sign and deliver to the Owner a release of liens or claims sworn to under oath and duly notarized, The release „ shall state that the Contractor has satisfied all claims and indebtedness of every nature in any way connected with the work, including (but not limiting the generality of the foregoing) all payrolls, amounts due to subcontractors, accounts for labor performed and materials furnished, incidental services, liens, and judgments. • • CERTIFICATES i Prior to the acceptance of the work, the Owner may require a certificate in form substantially as , follows: I (We) hereby certify that all work has been performed and materials supplied in accordance with the Contract Documents for the above work, and that: A. Not less than the prevailing rates of wages has been paid to laborers, workers and mechanics , employed on this work. B. There have been no unauthorized substitutions of subcontractors'nor have any subcontracts been entered into without the names of the subcontractors having been submitted to the ' • engineer prior to the start of such subcontracted work; ' C• No subcontract was assigned or transferred or performed by any subcontractor other than the original subcontractor, without prior notice having been submitted to the engineer together • with the names of all subcontractors; , a All claims for material and labor and other service performed in connection with these specifications have been paid. I � ' E. All monies due the State Industrial Accident Fund, the State Unemployment Compensation } Trust Fund (ORS 279.510), the State Tax Commission (ORS 315,575, 316,711 and ; 316.714), hospital associations and/or others, (ORS 279.320), have been paid." GUARANTY The Contractor shall furnish high quality equipment, supplies, and materials, and perform the work in accordance with these Contract Documents. Any failure or omission of any Agency inspector to • condemn any defective equipment, supplies, materials, or work shall not be construed as an acceptance thereof nor release the Contractor from his obligations with respect thereto, The Contractor shall guarantee all materials and equipment furnished and work performed for a minimum period of one(1)year or s required as noted in other sections of these specifications from the date of final acceptance. The Contractor further warrants and guarantees for a minimum period of one(1)year from the date of final acceptance of the system that the completed system is free from • all defects due to faulty materials or workmanship and the Contractor shall promptly make such corrects as may be necessary b reason of such defects including the repairs of any damage to o-.ter � �' rY y g p y damage parts of the system resulting from such defects, The Performance bond shall remain in full force and effect through the(1)year minimum guarantee period.. • •. ' - • ,� • . - .III • • • - • '' y. i • • • • GENERAL REQUIREMENTS • PROJECT DESCRIPTION i •`. A brief description of the work to be done is contained in the "Advertisement for Bids". The full scope or particular specifics of the project may be determined from these Contract Documents or portions thereof. SITE CONDITIONS. r SITE INVESTIGATION AND REPRESENTATION The Contractor acknowledges that he has satisfied himself as to the project requirements. These include the location, conditions, sources of supply and all other matters which can in any way affect the work or the cost thereof under this contract. Any failure by the Contractor to acquaint himself with these particulars will not relieve him from the responsibility of properly estimating the difficulty and cost of successfully completing the project. LINES AND GRADES The Agency will make all known information on lines and grades available to the Contractor; :b=, • SUBSURFACE AND SITE INFORMATION • Any test holes or test bores done by the Agency will be shown on the plans, If the Contractor conducts his own tests to determine the character of the materials that may be encountered during , • construction, he is responsible to secure necessary permission and to restore the area to its original condition; J The submission of a proposal shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered during construction of the project. EXISTING UTILITIES AND STRUCTURES The plans show existing utilities and structures located by a search of known records. The accuracy or completeness of the existing utilities and structures is not guaranteed. The damage of any existing , i. utilities or structures not shown on the plans is still the Contractor's responsibility to repair at no additional cost to the Agency. • NON-AGENCY PROPERTY I r, Portions of the work may be located on Easements will be obtai work '� '��� arty f�te��, by g cy private �,b to en y p ' ate prop for the installation, The Contractor shall obtain all other permits and licenses, and pay any fees d therewith,connecte having to do with his construction operations, ' 4. tir • 1 'ti • Y., ■ • % li1 Copies of these easements are available from the Agency for inspection by the Contractor. The ' .a 4. Contractor shall confine his operations to within the construction area and permanent easement limits, ir and street right-of-way way limits. Any damage to private property, either inside or outside of these ` aforementioned limits shall be the responsibility of the Contractor, It is anticipated that all required easements and permits will be obtained before construction begins. d However, should the procurement of any easement or permit be delayed, the Contractor shall schedule his work in such a way that his operations are confined to areas where easements or permits have been obtained or are not required until such time that the easement or permit has been secured. " Such shifting in schedules shall not be cause for any additional cost to the Agency. • r ( The Contractor shall be responsible for the protection of private. p p o p property adjacent to the • construction. , • . iThe Contractor shall protect stored materials, cultivated trees and crops, and all other items located , adjacent to the proposed construction. . ' Property owners affected by the construction shall be notified pY y of ed at least 48 hours in advance of the time construction begins. During construction,no person shall be without access to his residence or place of business for a period exceeding eight hours unless the Contractor has made special arrangements in writing with the affected persons. Before final payment will be authorized the Contractor may be required to furnish the Agency with ' • written releases from property owners, especially where side agreements or special easements have 'n ' • been made by the Contractor or where the Contractor's operations have not been kept within the • ' construction right-of-way obtained by the Agency. • CONSTRUCTION SITE PRESERVATION AND RESTORATION • • The Contractor shall keep the construction site clean and orderly at all times. The Contractor will •r undertake clean-up as soon as physically possible, At no time will the Contractor allow the premises �;. to become a hazard or public nuisance, If a nuisance or hazard arises, the Contractor shall • .• immediately correct the situation. All construction materials stored or stockpiled shall be in such a manner to do the least damage to adjacent lawns, shrubs, structures, etc. Any excavated materials ± will be kept in such a manner to minimize damage to surrounding property. Any excess excavation A' • m.aterial shall be promptly hauled away at no additional cost to the Agency, e ditches and culverts shall be reopened All.existing drainage . ' � g� � g and graded and natural drainage restored, a• g g Restore culverts broken or damaged to their original condition and location, r Upon co mpletion of backflling op er ations, hand-rack and drag all former grassed and planted areas ; Y 'l,. ' leavin g all distu rbed areas free from rocks, gravel, clay, or any foreign material and ready in all # if ding finished surface shall conform to the original surface and shall be • { respects for see , The fi ' free-draining and free from holes, ruts, rocks, rough spots, or other surface features detrimental to 4' L .° a seeded area, Reseed as necessary. • . , . • STREET AND SIDEWALK CLEANING • The Contractor shall clean all spilled direct, gravel, or other foreign material caused by the construction operations from all streets, roads, and sidewalks at the conclusion of each day's , operation. Within five(5)days after completion of all paving and gravel shoulder resurfacing, remove all direct, mud„ rock, gravel, and other foreign material from the paved surface. . , • DUST PROVENTION . • . • During all phases of the work the Contractor shall take precautions to abate dust nuisance by cleaning • t. up, sweeping, sprinkling with water, providing an oil dust preventive treatment, or other means as necessary to accomplish results satisfactory to the Agency. Dust prevention measure shall be - continuous until final acceptance by the Agency, ,• • PUBLIC SAFETY AND CONVENIENCE ACCESS BY GOVERNIMENTAL,OFFICIALS Authorized representatives of governmental agencies shall at all times have access to the work where : it is in preparation or progress. Proper facilities for such access and for inspection shall be provided 4 . by the Contractor, ). ),• P TRAFFIC MAINTENANCE AND SAFETY •(t , • The Contractor shall comply with all rules and regulations of the city, county, or state authorities regarding the closure of public streets or highways to use of public traffic, No public road shall be closed to the public except by express permission of the public agency responsible for the road, The • . Contractor shall conduct his operations so as to assure the least possible obstruction to traffic and • normal commercial,pursuits. At no time completely block vehicular access to any sewage treatment plant. Schedule construction in such a manner that half the road remains open at all times, At any •• , . time that actual construction is not taking place the road shall be in a condition that full vehicular access is possible. • • ACCESS FOR POLICE, FIRE, AND POSTAL SERVICE . . • No street closure or portion thereof shall be made without first notifying and receiving approval from • • - th Agency, Fire Department and Police Department, The Contractor shall conduct operations so . • as to cause the least interference with emergency vehicle access. The Contractor shall maintain postal service facilities in accordance with the requirements of the U,S. • Postal Service, Mail boxes may be moved to temporary locations as designated by the Postal Service, • e At the completion of the work in each area, the Contractor shall replace them in their original locations and in a condition satisfactoiy to the U.S. Postal Service. •-•• , . -• • . „, •• • • • p, . . • • • S tl INTERFERENCE WITH EXISTING FACILITIES The Contractor shall plan and execute the construction work with minimal interference with existing facilities both public included .. li es bot p and private. Any costs incurred safeguarding,existing facilities shall be i , as part of the contract price. a SHUTDOWN OF EXISTING PLANT SYSTEMS Continuous operation of existing plant facilities is of critical importance. Work shall be conducted r: in such a manner that permits continuous operation of plant systems with minimal interference to normal activities. Any coordination of construction activities with plan operations shall be done by 1 the Contractor at no additional cost to the Agency, Prior to starting the construction, confer with the engineer and Agency's representative and develop an approved construction schedule which will permit the facility to function as normally as practical during the construction period. It may be necessary to do certain parts of the construction work outside normal working hours in order to avoid undesirable conditions and it shall be the obligation of the Contractor to do this work at such times • at no additional cost to the Agency. . Do not make connections between existing piping and new piping until necessary inspection and tests " have been completed on the new work and it is found to conform in all respects to the requirements of the Plans and Specifications. • OPERATION OF EXISTING SYSTEM PROHIBITED At no time undertake to close off any lines or open valves or take any other action which would affect • the operation of the existing system except as specifically required by the Plans and Specifications and after approval is granted by the Agency. Request approval 24 hours in advance, RESPONSIBILITY FOR DAMAGING EXISTING FACILITIES i Where any existing structures or facilities which are intended to remain are damaged by the Contractor during demolition or construction, the Contractor shall promptly repair or replace the damaged portion or facility at no additional cost to the Agency. , DAMAGE TO EXISTING PIPING ; All damaged irrigation, plant process pipes, and storm and drainage pipe to be repaired by the Contractor, Repair to be considered incidental to the construction�Repair incidental i and the cost thereof shall be . . included as part of the Contract price. CONTRACTOR'S RESPONSIBILITY FOR tTITLITY PROPERTIES AND SERVICE In areas where the Contractor's or,s o p orations are adjacent o r near a utilit y and suc h operations may w . . cause damage which might result in considerable expense, loss,and inconvenience, the operation shall • . ! be suspended until all arrangements for the p necessa,�`y otectiori thereof have been made by the . . , r 41 • • Contractor. The Contractor shall notify all utility offices which may be affected by the construction operation at least 48 hours in advance. Before exposing any utility, the utility having jurisdiction shall grant permission and may oversee the operation, Should service of any utility be interrupted due to the ' Contractor's operation, the proper authority shall be notified immediately. It is of the utmost importance that the Contractor cooperate with the said authority in restoring the service as promptly ., as possible. Any costs shall be borne by the Contractor. ., • ALLOWED USE OF EXISTING FACILITrES TEMPORARY WATER T;niporary water under pressure, if available, will be furnished to the contractor in reasonable quantities as necessary for the construction at no cost to the Contractor. The amount of water 4-. ' • available to the contractor will be limited to the water available in excess of the water required to • • keep the existing plant in normal operation, • The Agency will provide; an existing outlet where water may be obtained: The Contractor shall furnish all piping and facilities required to bring the water to the usage area. Upon completion of the project, the Contractor shall remove all temporary pipe and facilities used during the construction, : . { TEMPORARY ELECTRIC POWER , • � The Agency will supply temporary electric power at the existing plant site wherever adequate � switching and capacity are available. At all other locations where electric power is not possible, .• . inaccessible, or interferes with existing plant facilities, the Contractor shall be responsible for electric power. The Contractor shall supply all needed equipment to install temporary power at the construction site. Temporary power installations shall meet all applicable safety codes. SANITARY FACILITIES • The Contractor shall provide temporary restroon facilities per code. The Contractor should contain • .: his activities to this designated area and the immediate construction site, � AGENCY SUPPLIED MATERIALS All Agency supplied materials wil i' be made l available at each individual plant site, .4'q:' •, " . A materials ! damaged after the Co ntractor accepts delivery rywill be re p laced or repaired at the Contractor's expense, All other materials not d esignated Agency supplied will be supplied by the Contractor. • PROGRESS OF WORK . '. ' • SEQUENCE OP WORK • �Y . • NIRrJ A . v. • . ' ' , , , ,o ■ 4 ,.. , „, . 4. • . • , , . , . ,, .. . . „ • . , .. • 0,. • • . • { , , .. A , . • The Contractor shall pursue the work in an expeditious, systematic manner. Prior to commencing ' • . •:. * construction, the Contractor shall submit a construction schedule. The Contractor shall follow this . schedule as closely as possible. If requested, the Contractor will provide a written explanation of any '; - , deviations to the schedule as closely as possible. If requested, the Contractor will provide a written , explanation of any deviations to the schedule and intentions to correct such deviations. , It may be necessary to do certain parts of the construction work outside normal working hours in , order to avoid undesirable conditions, and it shall be the obligation of the Contractor to do this work , . . , ° . I at such times at no additional cost to the Agency. . • . , - This scheduling, however, is subject to the Agency's approval and does not relieve the Contractor• , • from making his work available to inspection. FIELD RELOCATION . iti .. During the progress of construction, necessary minor relocations of the work may be expected due ''.'. A • ,11 . , 1 III to encountering existing structures. In such instances, the Agency shall be notified before continuing . ,, II operations and may make field revisions as necessary to avoid conflict with the existing structures. . The cost of waiting or "down time" during field revisions shall be borne by the Contractor without , i • additional cost to the Agency. Unforeseen obstructions encountered as a result of relocations shall • 4 not be subjects for claims for additional compensation by the Contractor to any greater extent than , . • a. would have been the cace had the obstructions been encountered along the original location. . a , i 111 SHOP DRAWINGS . , , '. ... 1 The Contractor shall submit the following information for all electrical, instrumentation, mechanical, . . , plumbing and process equipment to be installed. In addition, the Contractor will supply the below ' # • information for any items requested by the engineer: • I. Shop drawings and/or catalog information and cuts. • 2. Manufacturer's specifications, parts list, suggested spare part list and equipment drawings. .. . . ;•a ii 3. Wiring diagrams of systems and equipment. / 45.. OC tohme i p,Itechnical,e te l br i ciantsi toani 1,a tmi oani nat ne dn amn caei n taennda noperating o i nas tmi u ci nt i aonnus,a l including i c ai n ib ltei a l. start-up .• , . . • instructions, , 1 t., , The Contractor will submit a minimum of five(5)copies to the architect for approval. One approved .. -. .„ copy will be returned unless otherwise requested, If a shop drawing in rejected, one copy showing corrections will be returned to the Contractor, , 1 , . The review of such shop drawings and catalog cuts by the engineer shall not relieve the Contractor i . 1 11, " .., . . • , ' . qq y' from,responsibility for correctness of dimensions, fabrication details, and space requirements, or for , I deviations from the Contract Drawings or Specifications, unless the Contractor has called attention to such deviation. in writing by a letter accompanying the shop drawings and the engineer approves , j" the change or deviation in writing at the time of submission; nor shall review by the engineer relieve the Contractor from the responsibility for errors in the shop drawings. F ?. The Contractor agrees that sho p dra in drawing submittals processed by the architect not become . , '•.Y .. it , . Contract Documents and are not Change Orders;that the purpose of the shop drawing review is to ;~ ! establish la reporting procedure and is intended for the contractor's convenience in organizing his work and to permit the engineer to monitor the Contractor's progress and understanding of the design, •c . PAYMENT Payment for this section will be included in the contract price, +_. °' , , I • . �� • �r . 1• I I i . t • 1 r .. r td ✓h r ^ , b • • • SECTION 01005 Statement of Work Police Department Remodel and Addition ri SW-1 DESCRIPTION OF. WORK Addition and Remodel of Tigard City Police Department. .; SW-2 LOCATION OF WORK 13125 SW Hall Blvd. Tigard, Oregon 97223 SW-.3 PRINCIPAL FEATURES . A. Work in general consists of remodelin g g the existing, one • story brick building and adding ;n, addition of 3, 1g5 4. sg•f., Includes site improvements. B. Bids are based as follows: • 1. Basic . Bid; Remodel new construction n and site te improvements 2. Alternate Bids: For list of Alternate Bids see either Bid Form or Section 01030, Alternates. w : C. Award of contract is contingent upon availability of funds based on lowest lump sum amount for Basic Bid work plus any or all alternate bid items as selected by Tigard City City Council for a gross total lump sum bid amount for all work. SW-4 STATE REQUIREMENTS FOR PAY SCALE A. The Contractor is required to comply with prevailing wage • , provisions of the Davis-Beacon Act for a e of Oregon, , . f construction per edition. Contract Bureau of } Labor, Wage and Industries, Portland, Oregon. Tell 299 ° 5720. ' ,f • "' SW-5 CONTRACT CLAUSES o A. American Institute stztute o f Architects (A.I.A. ) Document A101 Standard Form of Agreement Between Owner and Contractor, 1977 � tion is herea made a art of these docume governs' vor , insofar as the a l.. nts and. B. pP Y• Liquidated, damages are part of this contract at $100400 SEPT 199 6 POLICE DEPT ADDITION & REMODEL; TICARD 01005 - 1 L • • a day. SW-6 COORDINATION AND INSPECTIONS .:.: A. It is the responsibility of the General Contractor, to coordinate all work with all trades and make sure that all trades are coordinating with each .other throughout entire project. also General Contractor's sa to' B� It i a ra � respons.,ba.lity coordinate all work with Owners on-site representative . and with any other special inspection requirements. Maintain access and„ operation of systems to allow the Owner to stay in operation. SW-7 GUARENTEE A. General Contractor required to guarantee all work °0 completed under this Contract for a minimum period of one year from date of final acceptance of project unless , noted otherwise in specifications or documents. B. Also provide, prior to final payment request, all special guarantees/warranties as shown in project manual for periods indicated. See Section 01700 for listing of special warranties. SW-8 PAYMENT A. Partial payments will be made monthly as work progresses in accordance with Article 5 of the A.I.A. Standard Form P Al 0 1, Standard Form of , Agreement Between Owner and . Contractor, Progress Payments. SW-9 PERMITS CODES, REGULATIONS AND INSPECTIONS k A. It is Contractor's responsibility to obtain and pay for all permits and plan check fees, except building permit and building plan check fees, and make arrangements for all inspections. Do all work in compliance With governing codes and regulations. END OF SECTION SEPT 1996 POLICE DEPT ADDITION & REMODEL, T, { A • SECTION 01400 QUALITY CONTROL PART 1 GENERAL • 1..01 SECTION INCLUDES A. Quality assurance and control of installation. B. References. C. Field samples. i. D. Inspection and testing laboratory services. 1.02 RELATED SECTIONS Not Used 1. 03 QUALITY ASSURANCE/CONTROL OF INSTALLATION j A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce' Work of specified quality. B. Comply fully with manufacturers' instructions,, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request 'clarification from Architect/Engineer before proceeding. D. Comply with specified standards as a minimum quality for the ecWork except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship E. Preform e by persons ;�ons qualified to produce ,..,)rkmanship it ° ford work of specified quality. 1 Fe Secure ec��e Products n . la With positive sit�� anchorage, devices phy�iried and sued to withsta nd stresses, vibration, a physical distortion o r dis� guremen t. , ., . 1. 04 'REVERENCES A. Conform to referPnce standard by date of issue current on . date specified in product Sections. .,Should sp B. � S h' � p ec'fied referehce standards Conflict with 1 SEPT 1996 POLICE' DEPT ADDITION & REMODEL TIGAR n ■ Contract Documents, request clarification for f � Architect/Engineer before proceeding. C. The contractual relationship of the parties to the i Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1. 05 FIELD SAMPLES r ; A. Install field samples at the site as required by ,.: individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Architect/Engineer. 1.06 INSPECTION AND TESTING LABORATORY SERVICES A. Owner will appoint, employ, and pay for services of an pP ► p Y, p Y' independent firm to preform inspection and testing. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Architect/Engineer and/or owner. 9. , C. Reports will be submitted by the independent firm to the Owner and Architect/Engineer, in duplicate, indicating tests and indicating of and, results g observations compliance or non-compliance with Contract Documents. Dry Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify Architect/Engineer and independent firm 24 I hours prior to expected time for operations requiring equirng services. 2. Mae arrangements with independent firm and nd P a Y for additional Contractor's use. t required .non-conformance Re.test�.n requirements shall be performed d fbrm�hee to � specified requir p by same independent firm on instructions bpi the Architect/Engineer. . Payment for retesting will be ,�w x char ed to Contractor ontrarto r by deducting, in sp ect i on or ': testing charges f rom the contras t sum/Price. . r. . . 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 01400 - �' SEPT 19 � • i J. • PART 2 PRODUCT - � . Not.Used . .ip PART 3 ELUTION rat Used , 'N I. • . Ik i , . . j, . . , i • t i , • l R, ,� �, • . . . i , , , .. J P'T9 L zGbpTA1I�L7N' FEt1n7 � 'IQRL 01 R� 3; � . A .� .'11111 , n i 0. SECTION 01500 ; . .. G • CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL RA 1.01 SECTION INCLUDES Au Temporary Utilities: Electricity, . 1igh'.ing, telephone service, water, and sanitary facilities. E. Temporary Controls: Barriers, cranes and scaffolding, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities: Access roads parking, progress �. cleaning, project signage, and temporary buildings. D. Owner furnished additional building insurance. 1.02 RELATED SECTIONS Not. Used 1.03 TEMPORARY ELECTRICITY A. Connect to existin g Owner's power service. Power consumption shall not disrupt Owner's need . . for continuous service. E. Provide temporary electric feeder from existing building Power t consumption shall not disrupt Owner's need for continuous service. C. Owner will pay cost of energy used. Exercise measures to conserve energy. D. Provide power outlets for construction operations. Provide flexible power cords as required ''. , E. Permanent -c. on veni ence receptacles may not be utiliZed j drrin g construction. �. LIGHTING �..Q4 TEMPORARY; LIC�i'�' l i f•; ' r � I A. ovide and maintain incandescent n... desce n-t ' lig hting for co nstruction operations to achieve a minimum lighting level of 2 watt/sq ft o r as required by OSHA. SEPT 19 96 POLICE E:• DEPT P T ADDD IIIQr & REMODEL,7EL, Tl A!,RD 01500 .- • • B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for security 4 purposes. C. Provide and maintain .0.25 watt/sq ft H.I.D. lighting to interior work areas after dark for security: purposes. x. D. Provide branch wiring from power source to distribution Y `1 boxes with lighting conductors, pigtails, and lamps as required. ,... E. Maintain lighting and provide routine repairs. , F. Permanent building lighting may be utilized during construction. Bulbs to be ,replaced with new unit at final construction review. 1.05 TEMPORARY HEAT A. Existing facilities shall be used; and must be kept operational throughout the winter months. B. Prior to oraerati,on of permanent equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. 1.06 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, furnes, vapors, or gases. Existing equipment will not be used during construction. 1. 07 TELEPHONE SERVICE A. Provide, maintain and pay for telephone service to field office' at time of project mobilization. � 1. 08 TEMPORARY WATER SERVICE cE - y l Connect to existing exiSting water source for c on struction operations B. Owner will pay Cost t o f water used. ExerciSe` measures to conserve water. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 01500 :-, 2 . ern Cu • E xtend branch piping with outlets located so water is available by hoses with threaded connections. Provide temporary pipe insulation to prevent freezing. 1.09 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facilities shall not be used, g B. Provide portable sanitary units in numbers as required by OSHA, etc, and maintain throughout project construction period. 1 1.10 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways OSHA and code required for public rights-of-way and for public access to existing building affected by construction. to re C. Provide protection� for plant life designated t remain. Replace damaged plant life. ... r. D. Protect ,non awned vehicular traffic, stored materials, site and structures from damage. 1 1.11 FENCING 1. Construction: At Contractor's option, install commercial grade chain link fence. B. Contractor can provide and erect temporary high g h fence e around staging site; equip with vehicular and pedestrian gates with locks as desired. C. Area to .oe repaired to acceptance Condition after completion of project. 1.12 WATER CONTROL •' econstruction site to d Maintain excavations free of water. Provide, op erat e, and maintain pumping g equipment. B. • : �� �.� Protect from puddling or running water. P'rov d� • . ro Provide water barriers as required to protect site from soil erosion ( 8EPT 39 3� POLICE DEPT ADDITION & REMODEL, T IO C 015 0 0 - . 1, n 1.13 EXTERIOR ENCLOSURES i A. Provide temporary insulated weather-tight closure of ' f�r exterior openings to accommodate acceptable working conditions and protection for Products, to allow for . maintenance of working temperatures, and to prevent entry of unauthorized persons. Provide access doors with 1 self-closing hardware and locks. '-- 1. Contractor shall be totally 'responsible for any and all =� water, dust, etc. damage caused to existing building and he will repair, replace, etc. all damaged surfaces to the satisfaction of the Architect and Owner. • 2. Existing equipment to be reused and relocated will be moved only only after notifying the Owner; when weather-tightness of total structure (new and existing) is completed and temperatures are moderate. 1.14 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as required to separate work areas from Owner occupied areas, to prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to existing materials and equipment. 1. Contractor shall be totally responsible for any and all water, dust, etc. damage caused to existing building and he will repair, replace, etc. all damaged surfaces to the satisfaction of the Architect and Owner. 1. 15 PROTECTION OF INSTALLED WORE A' rotect installed individual rvspeC a l protection tection where specified in s p ecz fi.ati n Sections. D. Provide temporary and removable protection for installed minimize damage. ty in immediate Control activ�. nediate work area to II IP H C. Provide ,protective coverings at w pr jections, ov" cover walls, projections, jambs, sills, and soffits of openings. , r D. Protect finished floors, Stairs,s_ ; and' of h other :u.r f a c es from tr a f f ic, dirt, wear dams e i or movement o f heavy ob7 ects, by protectin g with durable sheet materials. E. Prohibit � Proh ib i t traffic fi ic o r storage Upon w . rP � or roofed surface s. I f traffic or activity is neces sary, obtain u r recommendations for protection from waterproofing or 1 roofing material manufacturer. t�4 PT 1996 POLICE DEPT ADDITION & REM...ODEL, TIGA UD 01500 - 4 yr,... u'e.'. r. ...............r..... ...'., . i. '.A. '...,.... .......,rc. .v,,. r,« ..,......., ......, r,rh.mr..r...r..,....., .«rn.. ,.. r.., .,....,. 1... ..., «....r..•..vr«r.r.4..vrr rv.rr n,ur,r e.. .. ,.ri ..,....,I ..,..;...,.,.r. ., ..... ,.. .r.r.,...r • F. Prohibit traffic from landscaped areas. . : t 1.16 SECURITY A. Provide security and facilities to protect Work, and existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 4 4 B. Coordinate with Owner's security program. 1.17 ACCESS ROADS . A. Construct and maintain temporary roads accessing public thoroughfares to serve construction area as agreed with Owner at preconstruction meeting. f B. Provide and maintain access to fire hydrants, free of obstructions. C. Provide means of removing mud from vehicle wheels before entering streets or existing parking lots. O. Owner designated existing on-site ''roads can be used for ;.. • construction ,traffic with written approval. 1.18 PARKIN A. When site space is not adequate, provide additional off site parking. B. Only use Owner designated parking spaces for the employees, etc. as indicated. 1.19 PROGRESS CLEANING A. Maintain , ' Maint ` 4 �� � areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. `i• "� ' ` � B. Remove deb ras a.n d rL bbi h from pipe e c hases, plenums,attics, � ce n5 tithe r closed or remote spaces, prior to enclosing the space. � ' Broom _.. and ��, . areas prior� to start ...of C. vacuum clean interior t o surface finishing, and continue cleaning to eliminate dust. g D. Remove waste e mater i al s, debris, and d rubbish ubbiah from site provide rigid container of a dequate size and type# Weekly and dispose ,off-site. �..�0 PROJECT IDENTIFICATION � � � C T LDEN� SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGAR.D 01500 -- 5 I I A. Provide 8 w x 6 h foot project sign of exterior grade plywood and wood frame construction, painted, with exhibit lettering by professional sign painter to f Architect/Engineer's design and colors,. E. List title of project, names of Owner, City officials, r I Architect/Engineer, professional sub-consultants, ' Contractor, and major Subcontractors. C. Erect on site at location established by Architect/Engineer. D. No other signs are allowed without Owner permission • except those required by law. • 1.21 FIELD OFFICES AND SHEDS A. Office: Weather-tight,with lighting, electrical outlets, cM heating, cooling and ventilating equipment, and equipped with sturd y furniture. D. Provide space for project meetings , with table and chairs p to accommodate a minimum of six (6) persons. C. Arrange location of offices and sheds with Owner at preconstruction conference. = 1.22 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary 'above grade or buried utilities, ' •n` equipment, facilities, materials, prior to Substantial Completion. B. Remove underground installations to a minimum depth of two (2,) feet. Grade site as indicated or necessary to put in proper condition. C. Clean and repair damage caused by installation or use of temporary work. D. Restore ex. is tin g facilities used during co nstr u Lion to original condition. Restore permanent facilities used g specified durin cons tructzon to oonditi on. �a , � • 1.23 OWNER'S CONTINUED USE OF EXISTING G BUILDING LDINC A. Contractor not regent hinder, etc. u. ... •. tOr will Use of existing ng building and facilities by Owner. r ° . SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIC?ARD 01500 6 ° r ' 1. Temporary vacancies of designated areas will be permitted by prior arrangement with Owner (written approval) indicating location, period of time of usage, assumed condition of area after work is completed, Owner's property necessary to be removed and by whose authority. 1.24 MATERIAL LOADING OF EXISTING ROOF AREAS A. Uniform concentrated loading of existing roof areas with construction materials is prohibited except for: 1. Hardware storage in small containers. 2. Prior written approval by Architect/Engineer for specific items. a. Contractor to furnish weights and loads to be superimposed on roof surfaces temporarily. 1.25 OWNER'S INSURANCE (ADDITIONS TO PRESENT COVERAGE) A. Owner will purchase additional necessary insurance to cover new construction and as follows: • 1. Coverage to include fire insurance for stored or installednew material on site. 2. Protection of staff and other persons working below new construction area. 1.26 CRANES, HOISTS, SCAFFOLDING, ETC. A.. Co ntractor furnish necessary cranes, hoists, scaffolding, etc to complete work in accordance with all applicable pertinent codes, ordinances, regulations of OSHA, etc. PART 2 PRODUCTS - Not Used PART 3 EXECUTION Not Used END OF SECTION SEPT 1556 POLICE E DEPT ADDITION & REMODEL, TIGARD 01500 - 7 Al - { • i SECTION 01532 TREE AND PLANT PROTECTION ) PART 1 GENEr�AL 4 1. 01 DESCRIPTION' This Section covers the protection of existing plants and trees scheduled to remain as indicated on the Contract Drawings as specified herein, J PART 2 PRODUCTS • NOT USED '` .' PART 3 EXECUTION 3.01 INSPECTION On-site inspection of plants and trees shall be conducted with th : "Landscape Architect prior to the start of construction. r •' 3 .02 MARKING i Plants marked within the project area shall remain and be protected. 3 .03 ABOVE GRADE PROTECTION A. Temporary barricades or guard rails shall be provided where required to protect plants and trees, which are to 1 remain, from above grade damage. B. Avoid damage to tree trunk, limbs and branches. Notify Landscape Architect before cutting any limbs or branches • over 2" dia. to allow for new above grade construction. . 3.04 ROOT SYSTEM PROTECTION • y N A. Construction materials, debris or excavated materials shall not be stored within 30" of tree trunks. e i 13. ' Vehicular - be construction and parking shall not be I ' � i � permitted within 3 0 of tree trunks. C. Foot traffic shall be restricted in order to prevent excessive iv e comp-action of soil over root systems. ., D. Root systems Shall be protected . .from o damage to n oxio us materials in soluta©n caused by run-off or spillage d Uring storage or pladement of construction materials: , SEPT � 1996 CE DEPT ADDITION & REMODEL, TIGA1�' ... D 01532 - l i ,)1 , 1I 1 { , E. Root systems shall be protected from flooding or soil , 's e . erosion. 3.05 EXCAVATION AROUND TREES - A. Where trenching for utilities is required within 30° of r_ tree trunks, tunneling over of under roots shall be preformed by hand digging. Main lateral roots or tap roots shall not be cut; however, smaller roots less than 4" dia. which interfere with the installation of new work shall be cut. Roots shall be cut with sharp pruning L , instruments. Roots shall not be broken or chopped. B. To minimize root damage in areas where new construction . is required within 30' of tree trunk, root systems shall be hand ,excavated. A narrow tine spading fork shat 1 be used to comb soil to expose possible. If large, main lateral roots are encountered, roots shall be exposed beyond excavation limits as required to bend and shall be relocated without breaking. C. If encountered immediately adjacent to the location of new construction and relocation is not practical, roots shall be cut at a maximum distance of three inches back. from new construction. • D. Exposed roots shall not be allowed to dry out before permanent backfill is placed. Temporary earth cover - shall be provided or roots shall be packed with peat moss and wrapped with burlap. Roots shall be watered and maintained in moist condition and shall be temporarily supported and protected from damage until they are permanently relocated and covered with backfill. E. Branches shall be pruned in a; cordance with good horticultural practice to balance loss to root system caused by damage or cutting of root system. 3.06 REPAIR AND REPLACEMENT trees resulting 4' Any damages ,; y m es to , long from insufficient or A. tiom � � � � ' �� improper protection shall be at the Contractor's expense. ' . Damages per tree shall be based on the cross sectional r, ' , dollaa. figures set b the area and g by International Shade e Tree conference. "' B. A d h surface improvements B �� 11 � landscaped ., i sca e � and. other ... . - p ov�eme�nts �,, , the actions and/or omissions of the Contractor shall restored actions nearly r y as posSibli to the original: and shall at the Contractors i Y condition pease. � . c� ditioi� l be t th r s e� µ. 1 r 1 END OF SECTION { ,-- SEPT 1996. ADDITION ._. . � ��POLICE� DEPT � T�t�N' �& �REMODEL, ��'1GAR,... - �� ,,� ��' � ;. �. D� 01532 2 L. !:,i r ti u f • r �',. SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.01 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties. G. Spare parts and maintenance Materials. i 1.02 RELATED SECTIONS A Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning. 1.03 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complet3 in accordance with Contract Documents and ready for Architect/Engineer's inspection. B. Provide submittals ubmi tals t o Architect/Engineer �► /Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum E remaining due. ' a 1'. 0 4 FINAL CLEANING ,• Execute• A. fin a 1 cleaning p rior o final inspe ction. ction Clean glass� exterior interior B. l�a.r� i� sands ,.. .. d to � surfaces expose iew; remove temporary labels, stains and foreign es, polish transparent and glossy ' .._ . substances, trams' ar glossy surfaces, Vact no carpeted and soft surfaces: C. equipment C and fixtures to a sanitary Condition. Clean • SEPT POLICE DEPT ADDITION REMODEL, TIGAR,D 01700 1 ' � 19�� P i :�0�1 '& REN,' it 1 M `4« •~ ' D. Replace filters of operating equipment. E. Clean debris from, roofs, gutters, d.awnsp outs, and ; drainage systems. t F. Clean site; sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.05 ADJUSTING A. Adjust operating Products and equipment to ensure smooth , and unhindered operation, 1.06 PROJECT RECORD DOCUMENTS , A. Maintain on site, one set of the following record documents; record actual revisions to the Work: ` 1. Contract Drawings (Sepia Mylars) . 2. Specifications. 3. Addenda. 4. Change 01.7ders and other Mod3.y ications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information on Sepia Mylar concurrent with construction progress. D. Specifications: Legibly Ty mark and record at each Product section description Products installed, of actual Prod1 including the following: 1 • • 1. Manufacturer's acturer's name and product model and number. Product 2. substitutions ns or Product bstYtutza alternates utilized. - 3. Chan es made by Addenda and Changes y Modifications. E Record Documents ts c Shop Drawings: Legibly Marx each item to record actual construction including: P J• 1. Measured depths of foundations in relation to K.• SlPT 1996 POLICE DEPT ADDITION � REMODEL, TIGARD 01700 2 - � • 4, , , E. finish main floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3 . Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail 5. Details not on original Contract Drawings. F. Delete Architect/Engineer seal from all documents. • C. Submit ocumen, to Architect/Engineer with claim for d is �.o Arc final ° lication for Payment. PP 1.07 OPERATION AND MAINTENANCE DATA , A. Submit two (2) sets prior to final inspection, bound in • 8-1/2 x 11 inch text pages, three D side ring capacity expansion binders with durable plastic covers. D. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. C.�° Internally subdivide the binder contents with permanent page dividers, logically organized as described below; . , with tab titling clearly printed under reinforced laminated plastic tabs. , D. Contents: Prepare a Table of Contents for each volume, with each Produc t or system des criptiun identified, type on 24 pound white paper. E. numbers Directory, of Architect/Engineer,names, Contractor, . Part 1. Director listing na addresses, and telephone Contractor, n Subcontractors, and major equipment suppliers. F. Part 2: Op eration and maintenance nstructio ns , arranged by process flow and ivided by specification section. �o eaCh category, identify names, add resses, hon Subcontractors and suppliers and telephone ream ers of Su Contr ac h P Identify the following: 1. significant� ��� � � � ' � � � � ' , i � .cant design r,riteria.' 2. List of equipment. SHPT 1996 POLICE D EPT �. �DSTL �� & R,. EMODtI, T....IC ARC 01700 d 0 -, 3 3. Parts list for each component. 4. Operating instructions. 5. Maintenance instructions for equipment and systems systems. , 6. Maintenance instructions for special finishes, 1r.q, including recommended cleaning methods and ;;,M;.: materials and special precautions identifying detrimental agents. ti"r, , LL G. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data Air and balance reports. 2, d water ba ports. ' Certificates. k,,y 4. Photocopies of warranties and bonds. H. Submit one copy of completed volumes in final form 15 • days prior to final inspection. This copy will be returned after final inspection, with Architect/Engineer comments. Revise content of documents as required prior to final submittal. I. Submit final volumes revised, within ten days after final inspection. 1.08 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable plastic cover. D. submit prior to final Application for Payment. E. For at ems of Work r k delayed beyond nd date a of Subs tantial Completion, pr ovi de up d ated submitt al withi n ten days after acceptance, lis tiri g dale of adGQ p ta1Ge as s tart of warrant y p eriod. S EPT 1996 POLICE DEPT AD DITION & REMODEL, TIGARD 01700 � 4 I . qq yy 1. 09 SPARE PARTS AND MAINTENANCE ''MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. f i! I B. Deliver to and place directed; obtain • � � � � � � e in � location�� as da.recte d�� receipt prior to final payment. PART 2 PRODUCTS Not used PART 3 EXECUTION Not used V ; END OF SECTION pt Ir 1 k ISEPT 1996 ��I. T GE DEPT ADDITION & REMODEL,Eb 'TIGAFtD 01700 - 5 , SECTION 02072 MINOR DEMOLITION FOR REMODELING PART 1 GENERA7, 1 .01 WORK INCLUDED A. Remove designated building components, equipment and fixtures. B. Remove designated partitions and components. C. Cap and identify utilities to be eliminated or modified. D. Clean up and preparation for renovation and new construction. 1 . 02 RELATED WORK A. AIA General Conditions P. Section 01500 Construction facilities and temporary _ controls. C. Section 06001 - Carpentry Work. 1 .03 SUBMITTALS A•1 Submit 'demolition and removal procedures and schedule. 1 . 04 EXISTING CONDITIONS Conduct demolition t �� to min imfte interference with adjacent building areas. Maintath protected egress and access at all times. E. Provide, erect, and maintain temporary barriers and security devices. � J C. Contractor is hereby notified during demolition he should take co ntractor au n. as necessary to., protect staff and contr personnel, etc, . ' I i PART 2 PRODUCTS Not Used : ART 3� P . EXECUTION SEPT 1996 ADDITION REMODEL, � POLICE DEPT '� & � j TIGARD � 02072 - 1 � ; , his 3.01 PREPARATION �. A. Erect and maintain weatherproof closures for exterior openings. � .. B. Protect existing items which are not indicated to be altered �_. C. Disconnect, remove, and cap designated utility services within demolition areas. 1 D. Mark location of disconnected utilities. Identify if� and indicate capping locations on Project Record Documents. cti i 3.02 EXECUTION A. Demolish in an orderly and careful manner. Protect existing supporting structural members and adjacent wall materials. B. Except where noted otherwise, immediately remove demolished materiali's from site. C. Remove and promptly dispose of contaminated, vermin infested, or dangerous materials encountered. D. Do no t burn or bur y materials on site. . ' E. Remove demolished materials from site as work progresses. . a Upon completion of work, leave areas of work in clean condition. END OF SECTION SEPT 6 POLICE DEPT ADDITION & REMODEL TIGARD 02072 2 / 1 i i 0 • SECTION 02200 EARTHWORK PART 1 GENERAI, 1.01 DESCRIPTION A. GENERAL REQUIREMENTS r M 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. B. WORK IN OTHER SECTIONS 1. Survey for building lines and elevations v inns covered in Section 01005. 2. Soil compaction testing covered in Section 01400. 3. Foundation investigation report covered under • Section 02200. 4. Site preparation covered under Section 02200. 5. Backfill material and backfilling at foundation drainage piping covered under Section 02223; 11 other building and structure backfill covered fl herein. 6. Topsoil mixing and placement, including finish grading of landscape areas, covered under Section 02223. 7. Vapor barrier under interior slabs on grade covered under Section 03301. 1.02 QUALITY ASSURANCE A. SOILS COMPACTION TESTS, GENERAL 1. Covered hereinafter after in this Section. 2. Should compaction Of fills placed under the Contract assure compliance co �- m p specified requirements�.. re-compact act with Contract Documents. 3. Original coats will �be aid b... Owner; costs for., � � Ciri in�.1 test �. �p � . re-testing rejecting,. fills f�. shall be pa . as sts ulated in the p General after co � �al Wand Supplementary... y Co applicable. �ndi�-,�ions, as 3. INSPECTIONS & TESTS SEPT 199 6 POLICE E DEPT ADDITION & REMODEL, T30 AR� 0 X200- � 1 V 1 I Special inspector, after each fill r work lift is completed, will make not less than one compaction ,test for each 5,000 sq.ft. of fill area under asphaltic concrete paved road and parking areas, and for each 1,000 A sq.ft. of Portland cement concrete paved slabs and walks, all to assure compliance with specified density. O. ELEVATION TOLERANCES �.. 1. Route Trade: Shape soil and aggregate to plus or minus 2 inches above or below the indicated elevations. 2. finsh grade o Shape soil and a gg reg ate to plus or minus x inch above or below indicated elevations. 3. hog -. •ncrete: Shape top of aggregate to plus inch above or minus 1 inch below the indicated elevation. 1.03 JOB CONDITIONS AL. GENERAL Limit work to authorized areas within Owner's property limit. B. DUST CONTROL r r Provide sprinkling of dust producing soil to prevent damage or nuisance to adjacent property and persons. C. PROTECTION 1 , nerai: Barricade open excavations and provide warning lights form dusk to dawn each day: e ben m r...,a s r �• �,.ef erenc 1s ..ZI...1112numents L Locate and carefully maintain all bench marks, monuments,monuments; and is other reference points and, if disturbed Iturbed or directed a destroyed, replace as at no cost to Owner ed 3. DTtlitleS. Protect all utilities on or adjacent to sate I damage from the _and repair caused by the work a ir any p n e. a thereto, at no cost to Owner, in manner approved by 'serving Utility. pr D. UNIT PRICES NOT USED J 1.04 ALTERNATES i e Section 01030 for alternate �: affecting work in Se Hate ba.d 3te�s this sectiono r SEPT 1996 POLICE D E. P T ADDITION & REMODEL, TIGb � 02200 - 2 ,N.. .........,. .._.. .r... .............. .. .. ......._,..r.....,,..r..,..r,...,... ... ... ..,...w, .r...,,.r.r r r. ..r u r.... ....,r... . , .,,....r. ,...w...,.r_._ , . ' PART 2 PRODUCTS 2.01 MATERIALS A. BACKFILL MATERIAL FOR GENERAL SITE CUT & FILL WORK For site grading outside building and paving lines, obtain approved moisture controlled fill material from on-site excavation work which is approved for re- use as general site fill as determined by Architect or Testing Agency. , G SLABS B. FILL MATERIAL FOR FILLS UNDER FOOTINGS & BUILDING & FILLS UNDER ASPHALT & CONCRETE PAVING 1. In general, obtain approved moisture controlled fill material , from on-sate excavation work, f approved for use as fill as determined by Architect or Testing Agency. 2. Should additional fill material be required, furnish material consisting of well graded', clean, nonfrost granular susceptible ranular crushed rock, course p sand, river-run sand and gravel, free of debris, and organic material and which contains nonplastic fines with not more than 5% passing No. 200 sieve. Maximum size of gravel or rock fragments shall be limited to six (6) inch size, except limited to one and ones-half (1 1) inch size for top 2 inches of fill. Cost for additional fill material shall be included in the Base Bid, except as specified in Paragraphs 3.018.2 and 3.03B.2 below. C. GRANULAR BASE MATERIAL UNDER BUILDING SLABS Furnish granular base material consisting of well graded, washed river-run sand No a re larger than2irich 2 clean ver run and nonfrost et gravel or crushed rock. aggregate gate large w . in any dimension. more then 5% passing in number 200 d.xmens Not mor sieve. � I i .. BUILDING & STRUCTURE D, BACICPII,L ,,• 1. Backfill materials and backfiiling Section at foundation � mate i . . under d ll ecti on 02710; all drainage piping covered building and structure back i locations not containing foundation drainage piping covered • I '' '' hex, in: 2. In herein.general,, us, e .. p r., ev..i'.o. u"s" l1 excavated e art h as specified above, 2.O1A, f or compacted backfills not supporting exterior slabs or paving; SEPT 1996 POLICE DE PT ADDITION ION & REMODEL, 1 IGARD 02200 - 3 P at backfills under subsequent pay,ed areas use '. approved granular fill as specified above, Paragraph 2. 01B, for compacted backfills. ' E. UTILITY LINE BEDDING AGGREGATE M , Furnish consisting of clean washed course sand with 0n retained on 1/4 inch sieve or 1/4 inch washed pea gravel with 0o retained on 3/8 inch sieved F. FILL MATERIAL FOR EXCESS EXCAVATION .. Under footings and building slabs, furnish concrete as r specified under Section 03300 or an approved granular .,astructural fill material as specified above, Paragraph 2,01B. PART 3 EXECUTION , 3.01 SITE GRADING A. SITE CUT & FILL WORK 1. After clearing and grubbing is completed as specified in Section 02200, do all general site cut and fill work required for contract completion to rough and finish grades shown and/or stated hereinafter. 2 Do not cut and fill work in freezing weather or over snow nor during weather detrimental to fill work as determined by Architect; user no frozen material in fills. 3. Remove large boulders and any other debris un site grading encountered during sx. r work off site; tared d g g � o ; boUlders less than two man size may be used in site fill provided tops thereof are at least 18 inches below finish grade, outside building lines. 4. Re- use suitable planting area and general site area II fill material at locations on site as directed. Place planti n g area a and general si. te f i .. lls in looser layers not exceeding 8-inches and compact each l ay er t o densitie s her ei na ft er specified. 5 Re-use suitable underslab and paving bi ckfill material obtained form ` site. cut and fill work, which is approved b y So ils E n g ineer for said re - use; p lacement of said material shall conform to placement requirements of Article :3.O3 d Backfilling. Stockpile +any additional material Backf i e approved for r ill Dispose of unsuitable�r a use as building backf�.l orrtt site 1 material' obtained f areas, which is also lsc'not classified Contractor,topsoil, to location off site selected by b e aS S' y , d!.'t: SEPT 199 6 POLICE DE PT AD..bi Io N & RE MODEL �I �ALD 022A� - 4 r' w i i M M Contractor's expense; conform to local regulations for depositing fill material on property of others. } 6. All cut and fill slopes for paved areas shall be uniformly dressed to the slope, cross-section and alignment as required to assure positive drainage. B. COMPACTION OF SUBGRADE 1. After cut work and prior to placing any f ill8 or ' other work in areas within paving and exterior walk and slab lines, thoroughly proof-roll ughly prpc�f roll by use of a loaded dump true or similar equipment; compact to ''' i accomplish at least 90% of the standard maximum dry density, ASPM D698, for the top six (6) inches of the subgrade and per soil engineer requirements. 2. All soft/wet areas observed during compaction process shall be removed to firm ground and the grade restored with compacted clean granular material meeting requirements of subparagraph 2.0113.2 above. Additional cost for removal of these unsuitable materials and for imp or p ting new replacement backfill material where directed, including placement and compaction, shall be made ` by ,a regularly approved change order based upon the unit price stipulated in the Bid/Tender Form for removal and replacement of said material as measured by the Soils Engineer. 3. The compaction procedure shall be observed by a qualified Engineer selected by the Owner to evaluate the subgrade Performance, to evaluate the effectiveness of the procedure, and to make adjustments in the procedure as field conditions dictate. C COMPACTION OF FILLS ills i layers not 1:. � inches in depth,de t � '�� in loose � exceeding 8 ‘; Dose lay n p h, with approved compacting devices and material to att a in t he following compaction: r a. o f loe s abs _toot ns a . 1Yfrd areas_ and her sta" ?e ± .., �lemets . i (1) ror cohesion type soils: 90% minimum ft maximum dry density as determined by ATM D1557. (2) For cohesion less type Soils. 85% minimum. of relative density as determined etermined by AsT'M D2049. c ? i plan n d s finLa .er g f i1��� s 80% of makimur dry density as determined by :ASTM D1557; L Test m s determined b T . , eth+��id a laboratory and 1 - . orate y Testing lab approved by the Architect SEPT POLICE P�`T' 99 ,' DEPT AnDZTZON Si REMODEL, TZOD 02200 - '5 i k I x ' „ • n 3 Provide additional approved material where noticeable settlement occurs, as approved. 4. Surface and ground water shall be contained and controlled in all areas receiving fill such that the moisture content of the subgrade and fills are maintained at 10 - 15% below plastic limit as determined by the Soils Engineer, Compaction `, equipment shall be of adequate capacity for the quantity and nature of the materials and shall be ,•� in good working order at all times. 5 � Fill material for compaction shall not be placed on xk, a frozen surface or placed, spread or rolled while s' it is frozen or thawing or during unfavorable weather conditions. ` When the work is interrupted by heavy rains, fill operations shall not be. resumed until the moisture content and density of the previously-placed fill are as specified. 6. All materials with moisture contents that are, or become greater than that specified above, subpar. 4, shall be dried prior to compaction or recompaction or shall be removed and replaced based upon unit prices stipulated, as directed. D. ROUGH GPADES �..�. 1. Rough grade all areas outside buildings to grades shown to reasonable true smoothness, free from non - uniform levels or slopes. Roll or round cut and fill surfaces at abrupt changes in elevation. Slope ground to provide positive drainage away from. 2. building walls. Rough grade to finish grades shown less the following: areal_ As required for topsoil & a. P a,n x1g +� P bark provided under Landscaping Section. b. eas to _re_,e.i_ue phs ..._aveme t:. 8 inches for asphalt pavement. and granular base. c. LIterjar-021agrfeteee....-0-1Al2 9 inches for interior concrete slabs; Vapor barrier and granular base; adjust to lower depths as required for thickened Slabs. d. .e. } : a.nd .. cement. . slabs: 4 inches for Portland concrete walks and slabs; adjust t o lower depths as required for thickened slabs and for curbs. 3.02 EXCAVATION A. EXCAVATIONS FOR FO OTIN O r BUILDING ING SLPF5 & ASPHALT & CONCRETE PAV ING SEPT 1996 POLICE DEPT 'ADDITION & REMODEL, TIGA.RD 02200 - 6 g , • N d • • JIIIIIIIMIIIIMIIMIIMIIIMIMIIIMMIMMIIIMIMIIIIIIIIIIIIMIIIIIIMMIIIIIIMIIIIIEMIIIIIMIII • i yyA , ,. • II II II' / M 1, After site grading work is completed, do all additional excavation work required for building -, li Arid structures and other work shown on the It Drawings, by machine and/or by hand as required and I approved, carefully trimmed to lines and subgrade 2 ,.. , .„ elevations required for the work, ready for subgrade compaction as specified below, Paragraph 3.30B. a 2. Leave adequate space for work for forms, drain tile, dampproofing, etc. B. UTILITY & PLUMBING TRENCHING I 1. Remove and stockpile or dispose of soil materials - to obtain required subgrade depth and width to install utility and plumbing lines. II 2. Provide 4 inch minimum thickness of bedding aggregate on leveled trench bottom for utility and plumbing fines. II • 3. Excavate bedding aggregate for piping bells and couplings. C. EXCESS EXCAVATION If, through error, excavation under footings and building slabs is to levels lower than shown or specified, provid . f' , 0 at 2 8 day c . I = 2,0 0 psa. y oncrcte or approved granular . structural fill material specified above, Paragraph 2.OIF, compacted as specified above for "Compaction of Pills", Paragraph 3.01C D. BRACING & SHORING Brace and shore sides of building and/or trench excavations as required by State and City Safety Codes to prevent cave-ins and injury ury to workmen in excavations. y E. PUMPING Provide pumps,, hose and all other equipment and work to carry and keep water out of footing and excavated areas, F. FROST PROTECTION footings or slab on ` � � 1. � Do� not place food slabs �o � frozen ground or n when freezing weather is anticipated before footings O . slabs can be placed. ,q carry b excavat ions 2. freezing weather is anticipated;pfinal depths after h frozen � �,. Ca exc�tV p material is thawed excavate t final depths shown ' . . SEPT E PT. . 1996 POLICE UEP T,., ADDITION & R. REMODEL, TIGARD 02200 .. i giiIA 1 • 1 • 3. Obtain Architect's approval before placing any new work on previously frozen and thawed soil; make d final bearing surfaces suitable for new work. e. 3, 03 BACKFILLING A. GENERAL 1. Before placing backfiLL, remove all screeds, screed stakes, other wood, debris, and material subject to rot, corrosion, or subterranean termite attack and . provide compaction of subgrade as specified below, W Paragraph 3.03BB. Obtain approval of subgrade by soils testing agency before any backfill is placed. 2. Use only materials approved for backfill purposes, ' as approved, Do not usq cinders or other corrosive ,.•;.. y material as fill for pipe or other metals to be buried therein. u F 3. Provide and compact backfill over mud-free, frost- . free ground in manner to prevent settlement thereof, and prevent damage to walls and dampproof ing thereon; replace all damage thereto without cost to Owner, as approved by Architect. 4. Prior to placing slabs i or other material over ti . backfills and bases, special inspector to make not less that 3 compaction tests for each backfill area to assure conformity with specified compaction. 5. Replace, during guarantee period without additional cost to Owner, work which is damaged by settlement, and replace slabs;, and pavement which develop • settlement cracks. 6. After all required backfilling is completed, remove all excess backfill material to location of site a8 selected by. Contractor, at Contractor's expense. B. COMPACTION OF SUBGRADE UNDER BUILDING SLABS & FOOTINGS & UNDER EXTERIOR ASPHALT & CONCRETE PAVING 1. Thoroughly proof-roll by use of a loaded dump truck or. similar equipment; compact to accomplish at 90% of the least standard maximum dry density, ASTM ( o.. D698, for the to p six � 6) inches of the subgrade. 2. All ssf soft/wet areas o bsery ed during compaction process shall be re aved to firm ground and the grade restored with compacted clean granular material meeting requirements of subparagraph 2.01B.2 above. Aditlitional cost for removal of y • these u able ma" erials and for importing new unsuitable g replacement backfill i material where directed, including placement and compaction, shall be made by a regularly approved change order based u pon the unit price stipulated in the Bid/Tender Form for - SEPT 1996 POLICE Finn ADDITION & REMODEL, TIGA U22OO - F" ... • • y (J i i removal and replacement of said material as measured by the soils Engineer in conformance with applicable provisions of Section 01025. 3. The compaction procedure shall be observed by a qualified Engineer selected by the Owner to • evaluate the subgrade performance, to evaluate the effectiveness of the procedure, and to make �'. adjustments in the procedure as field conditions dictate. C. FILLS UNDER SLABS 6, FOOTINGS 1. Backfill with structural fill and base materials specified above, Paragraph 2.01B and 2.O1C, to rough grade elevations, compacted as specified above for "compaction of Fills", Paragraph 3.O1C. 2. Place granular base specified above, 5 inch minimum w thickness at interior slabs, 4 inch minimum thickness at exterior walks, compacted as specified above. D. BUILDING & STRUCTURAL BACKFILL • 1.' Coordinate building backfill work specified herein with f oundat?,on drainage backfill work specified under Section 02710. • � � 2. At all building and structure backfill at locations ��, �� not. containing foundation drainage piping use backfill material specified above, Paragraph 2.01D, y as approved, in layers not exceeding 8 inches loose depth, each layer compacted as specified above for "Compaction of Fills", Paragraph 3:01C. 3. Backfill full backfill depth to finish grade less that required for topsoil and new Slabs, paving and walks including gravel bases therefor. E. UTILITY LINE BACKFILL 1. Backfill trenches as promptly as work permits. 2. After. . " of testing, utility and A completion backfill unlit e s plumbing lines to 8 inches above pi pe or conduit • with utility line bedding aggregate as specified above Paragraph 2.01E. Backfill ll remainder c.. f I trench with backfill material specified above, Paragraph 2�01L , as approved, layers not exceeding 8 inches loose depth, each layer P s eci c om pacted as fied above for "Compaction of s Fill rr, Paragraph 3.01C. 3.04 FINISH, GRADING A. GENERAL SEPT 1996 POLICE DEPT ADDITION& REMODEL, TIGAD 0220 - 9 y 9• 1. Grade to levels indicated, with uniform levels or 1 , slopes between finish grades. Finish grade to tolerance specified in subparagraph 1.02G.2 above. 2. Re-spreading of topsoil and final grading therefor covered under Section 02920. 3.05 ADJUSTING & CLEANING A. PROTECTION OF GRADED AREAS 1. Provide protection of cut and fill areas of work 1, , under this Contract, to prevent rutting and washing resulting from the elements. Repair and rep r, establish grades in settled, eroded, rutted or otherwise damaged areas. 2. Scarify the surface, reshape p a and, compact to 3,° required density. 3. During wet weather, place 4 inch lift of structural ' fill aggregate at bottom of footing excavations and compact to 95% of maximums density at optimum moisture content. g B. DISPOSAL Remove trash, debris, waste material and unusable excess excavated soil material from the Site. C. COMPACTION Recompact or remove and replace, at no additional cost to , Owner, materials not meeting required density. D. CLEANING Remove soil material from existing roads, walks and parking areas, as directed. END SECTION SEPT 1996 POLICE DEPT ADDITION & ` EL, } LICE REMODEL, �`d.��D 022 fJ 10 � .M :y: SECTION 02222 EXCAVATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Excavation for building foundations. slabs-on-grade, paving, and landscaping. B. Excavation for g ► � g► C. Excavation for site structures. 1.02 RELATED SECTIONS :.� A. Section 01400 -- Quality Control: Inspection of bearing surfaces. B. Section 01500 Construction Facilities and Temporary Controls: Dewatering excavations and water control. C. Section 02211 - Rough Grading: Topsoil and subsoil removal from site surface. D. Section 02223 - Backfilling. E. Section 02225 - Trenching: Excavation for utility, trenches. 1.03 FIELD MEASUREMENTS A. Verify that survey benchmark and intended elevations for the Work are as indicated. PART 2 PRODUCTS 2. 01 PREPARATION A. Identify required lines, levels, contoure, and datum. B. Identify known under r� above r � B. � � ound� ground, and aerial I ut:ill 5. Stake flag t�.e ake and�� fla �locations., Prmten.ct above and below grade utilities which are to C. Protect D. Protect plant life lawn s rock outcropping and other features remainin g as a p ortion of final landscaping. � q5 SEPT' 1996 POLICE DEPT ADDITION & REMODEL, 'Z'.IGP1RD 02222 - 1 , 'A E. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs from excavation equipment and vehicular traffic. ' 2.02 EXCAVATION r A. Excavate subsoil required to accommodate building foundations, slabs-on- grade paving and site structures, and construction operations. H. Excavation cut, not to interfere with normal 45 degree bearing splay of foundation. C. Grade top perimeter of excavation to prevent surfaces water from draining into excavation. D. Hand trim excavation. Remove loose natter. E. Remove lumped subsoil, boulders, and rock. F. Notify Architect/Engineer of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. G. Correct unauthorized excavation at no extra cost to Owner • to 95% compaction. H. Correct areas over-excavated by error. I. Stockpile excavated material in area designated on site and remoite excess material not being reused, from site. 2. 03 FIELD QUALITY CONTROL i inspection ins 'will A. � Field p 1l be performed under provisions of Section 01400. • • B. Provide for visual inspection of bearing Surfaces. 2 .04 PROTECTION A. Protect excavations� quired to�� methods reg � o �prevent �A vat�.oz�s �by meth' � ` cave-in or loose soil from falling into excavation.Protect bottom .. .. ,B. foundation,excav 't ons-. and soil adjacent to and beneath fromfreezing. END OF SECTION • SEPT 1596 POLICE DEPT AJDITION & REMODEL, TIGARD D 02222 -- 2 r .• i SECTION 02223 }� 1 f . BACKFILLING PART 1 GENERAL 1.01 SECTION INCLUDES Ic A. Building perimeter and site structure backfilling to subgrade elevations. B. Site filling, and backfilling. C, Fill under slabs-on-grade paving. D. Consolidation and compaction. ti w E. Fill for over-excavation. ' I F. Sheet vapor retardant and cover over crawl space and • � P fill. 1.02 RELATED SECTIONS I A. Section 01400 - Quality Control B. Section 02222. Excavation. C. SectiI on 02225 Trenching:n . Backfilling of utility ytrenches. D. Section 03001 Concrete materials. • REFERENCES 1� C�3 I�tEFE� A. ANSI/ASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Test Methods for Moisture-Density lb . • ; ,' Relations of Soils and Soil-Aggregate' Mixtures, Using 5.5 Rammer and 12 inch Drop. C. ANSI AST D1556 Test Meth �d for Density of Soil in / TM '� o Density Place by the Sand- Cone Method. SI/ ASTM D1557 Test . istU -Density', .. .� re . i ,. D. Relations of Soils and Soil-Aggregate e Mixtures Using 10 AN lb Ra1�litter and 18 inch Drop. 1. 04 SUBMITTALS A. Submit "Under provisions of Section 01300. rd; SEPT 1996 POLICE DEPT ADDITION & RE. M„ ODE I ; TIGARD 02223 - 1 • • f, 3 , PART 2 PRODUCTS 2.01 FILL MATERIALS A. Type A - Crushed Gravel: Pit run, Angular, washed natural ' stone; free of shale, clay, friable material, sand, debris; graded in accordance with ANSI/ASTM C136 within the following limits: w, Sieve _Saae PercgPasan ' 2 inches 100 3/4 inch 95 to 100 r B. Type B Pea Gravel: Natural stone; washed, free of clay, shale, organic matter; graded in accordance with ANSI/ASTM C136, to the following: 1. Minimum Size: 1/4 inch. 2. Maximum Size: 5/8 inch. 1 C. Type. C - Sand: Natural river or bank sand; washed: free of silt, clay, loam, friable or soluble materials, or . organic matter; graded in accordance with 'ANSI/ASTM C136, / within the following limits: 3 , . .ire Pere. .1 t. Passing No. 14 10 to 100 0. Type D - 11 Minus Roadbase. E. Type E - Select Fill. , F. Type F - Structural Fill. G. Subsoil: Reused, Imported, free of gravel. ' 2 . 02 ACCESSORIES A. Vapor Retardant: 6 mil thick, polyethylene. PART 3 EXECUTION 3.01 EXAMINATION A. Verify fill materials to be reused are acceptable. B. rift' founds `on perimeter drainage e y ate. � �dr�inag installatiion has � � 9 Verify r1. been n inspected. C. Verify. jundergraund tanks are anchored to their on ',, foundation to avoid floatation after backfilling. ' SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 02223 { • w w tl 4 is A • 3.02 PREPARATION A. Generally, compact subgrade to density requirements for . subsequent backfill materials. o5 3 B. Cut out soft areas of subgrade not capable of 95% compaction. Backfill with Type B fill and compact to density equal to or greater than requirements, for subsequent backfill material;- C. Prior to placement of aggregate base course material at ; d gravel paved areas, compact subsoil to 95 percent of its maximum dry density in accordance with ANSI/ASTM D698. 3 .03 BACKFILLING A. Backfill areas to contours and elevations with unfrozen mate cialsa B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. c. Granular Fill: Place and compact materials in continuous layers not exceeding 8 inches compacted. depth. D. Soil Fill: Place and compact material in continuous layers not exceeding 12 inches compacted depth. E. Employ a placement method that does not disturb or damage ' foundation perimete r drainage fou ndation dampproofing ? foundation waterproofing and protective cover utilities in trenches. '• � F. Maintain optimum moisture content of backfill a.11 materials to attain required compaction density. G. Backfill against supported foundation walls. Do not backfill against unsupported foundation walls. N. Backfill simultaneously on each side e of unsupported rted 4 foundation walls until supports are in place. �. 1. Slope grade away f'oh building ildin g minimum 2 inches in 10 ft, unless noted otherwise. 1.7' Make changes g r a dual. Blend slope p e into level areas. � X. Remove surplus backfill materials from site. L. Leave fill material stockpile areas c oMpl�tel free of excess fill materials. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGA D 02223 a 3 j; 3.04 TOLERANCES A. Top Surface of Backfilling Under Paved Areas: Plus or minus one inch from required elevations. 3.05 FIELD QUALITY CONTROL A. Field inspection and testing will ` be performed under ` •° provisions of Section o5. 3' 01400. analysis of fill material will be performed in ,,, B. Tests and y accordance with ANSI/ASTM D1557 and. with Section 01400. C. Compaction testing will be performed in accordance with ANSI/ASTM D1557 and with Section 01400. �� D. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner. E. Frequency of Tests: every 16 ° in five places. F. Proof roll compacted fill surfaces under slabs-on-grade and paving. 3 .06 PROTECTION 'OF FINISHED 'WORK A. Protect finished Work under provisions of Section 01500. • • B. Re conipact fills subjected to vehicular traffic. r t 3. 07 SCh to ALE A. Interior Slab-On-Grade: 1. Minimum Type A fill, 4 inches thick, compacted to 95 percent, 2. Cover with Type C fill, 2 inches thick, compacted to 95 percent. B. Exterior Side of Foundation Walls Retaining Walls and • Over Granular Filter Material and Foundation Perimeter Drainage: 1. Subsoil Type A fill, to subgrade elevation , each lift, compadted to .'90 percent. C. Fill Under Landscaped Areas: 1. Subsoil fill, 12 inches n Che e belov fin.i sh grade, compacted to 50 percent. E D. Fill Under Asphalt 95 Paving . 1. Ty pe D fill, to 12' inches blow finish n s p. avi n.g elevation, Compacted to 95 percent. • � sEpili 1 996 POLIC E DEPT ADDITION �� �.E CD. E.. �, ,T._ I. G ARD 02223 4 � ' r p ' E. Type A fill, flush to required elevation, compacted to 98 percent. F. Fill over Drainage Piping Gravel Cover: 1. Type E fill, to 2 1/2 inches below finish grade, „ ,• compacted to 95 percent. END. SECTION lr. • Iv e , • +fin I I • Sj SEPT 1996 POLICE DEPT'ADDITION & REMODEL TIGARD 02223 - 5 4 n A i SECTION 02510 ' Y ASPHALTIC CONCRETE PAVING jj �l Y PART 1 GENERAL 1.1 SECTION INCLUDES A. Asphaltic concrete paving. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION' Not used. 1.3 RELATED SECTIONS A. Section 02200 - Earthwork: Preparation of site for paving and base. B. Section 02223 - Backfilling: Compacted subbase for paving. C. Section 09900 -- Painting: Pavement markings. (. ,A 1.4 UNIT PRICE MEASUREMENT AND PAYMENT Not used. 1.5 REFERENCES A. MS-2 - Mix Design Methods for Asphalt Concrete and Other Hot Mix Types - The Asphalt Institute (AI) . • B. MS-3 - Asphalt Plant Manual - The Asphalt Institute (AI) . C. MS-8 -- Asphalt Paving Manual The Asphalt Institute (AI) . D. MS-19 - Basic Asphalt Emulsion Manual, The Asphalt Institute E. AST D94 S Penetration-Graded si�ration-Graded Asphalt Cement for Use in E M P Pavement Construction. M 1.6 PERFORMANCE REQUIREMENTS 4, Not Used. 1 e 7 QUALITY ASSURA.NCE �. - A. Per fOrm Work in accor canc e with Or egon Department of Transportation Omni) Highway standard. 8. Mixing Plant t Conform to ODOT'S standard. SEPT 1996 POLICE DEPT REMODEL,ADDITION IIQARD 02510 - 1 C u• ./•. v • C. Obtain materials from same source throughout. 1.8 REGULATORY REQUIREMENTS A. Conform to applicable code for pp paving work on public property. 1.9 ENVIRONMENTAL REQUIREMENTS .. A. Do not place asphalt when base surface temperature is less than 40 degrees F, or surface is wet or frozen. µ..:. • PART 2 PRODUCTS 2.1 MATERIALS A. Asphaltic Concrete Surface course materials. °' 1. Aggregate mix design, class tight C. 2. Asphalt Cement, type AR-4000. 3. Percent of recycled asphalt pavement shall not exceed 20 percent B. Asphalt Material: 1. Asphalt emulsion: SS-1 h. 2. Tackcoat Asphalt: Asphalt emulsion RS-1, SS-1, SS-1h, CRS-1, CSS-1, or CSS-Y1h mixed with water and complying with OSAD subsection 407.11. 2.2 ACCESSORIES Not used. 2.3 MIRES A. Job Mix Formula Requirements for Bituminous Surface Course: I I 1. Mix surface course in accordance with OSHD Section 403, Class except modified in this Paragraph. 2. Measure mix, properties of the job mix using methods described ass C x exce t in ASTM p g D 1559 as follows: b. Marshall stability,each ens.. specimen: 75 a. Number •t minimum sca. a Marsh �l� eac of N lows sp y, °mum pounds: 1,800 c. Marshall flow: 8-16 d. Percent voids, total l m_i x: 3-5 e. Percen voids, filled with as ia lt: 75-85 3. Aggregate Gradatio n Re q uirement�d Comply with ith OSHD Subsection 103:08. Furnish bit � .,s base to temperature of 280 pr +1- 2 4: unlnou the site a tem e atu Aggregateg Gradation for Tight C Specifications: s degrees F. � 0 e Iw.., g p . a. `nch Sieve:e 3 4 1 i ve; 100 -?-/- percent passing. SEPT 1996 POLICE DEPT ADDITION & REMODEL, PIGARD 02510 - 2 1M x`1 / ��. b. 1/2 inch Sieve: 97 +3/-2 percent passing. u c. 1/4 inch Sieve: 80 +/- 6 percent passing» 1r d. Number 10 Sieve: 50 +/- 6 percent passing. e. Number 40 Sieve: 17 +/- 9 percent passing. f. Number 200 Sieve: 5 +/ 2 percent passing. 6. Asphalt Content: 6.0 +1- 0.5 percent bitumen in AR 4000 grade. 2.04 SOURCE 'QUALITY CONTROIT A. Provide mix design for asphalt under provision of Section 01400. B. Submit proposed itix design of each class mix for review prior ' ,. to commencement of work. C Test samples in accordance with AI. PART 3 EXECUTION 3.1 EXAMINATION A. Verify base condiY:ions under provisions of Section 01039. B. Verify that compacted granular base is dry and ready to suport paving and imposed loads. C. Vccrify' gradients and elevations of base are correct. 3.2 SUBBASE A. Section 02223 - Backfilling: Fill under asphalt forms the 1 base construction for work of this Section. O 3.3 PREPARATION - PRIMER P T ME R A A. Apply l primer in accordance with manufacturer's instructiOns, AI MS-2, State of Oregon Highways Department. B. Apply primer to contact surfaces of curbs and gutters. C. Use clean sand to blot excess primer. f1 3.4 PREPARATION - TACK COAT Apply tack coat in accordance wiith manufacturer's Ad instructions AI MS 19 State of Oregon Highways Department. l tack coat to contact surfaces of curb ���. � � � � � B.� Apply y ck�� curbs and gutters. • i C. Coat surface;s of manhole and catch basin frames With oil to � . SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGA zD' 02510 - 3 f. ipiammiumminiumwiiminion ti i prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.5 PLACING ASPHALT PAVEMENT - SINGLE COURSE A. Install Work in accordance with State of Oregon highways Department. B. Place asphalt 'within -24 hours of- applying primer or tack coat. C. Place to thickness identified in drawings. " D. Install drainage grilles and fral►es and manhole frames in . correct position and elevation E. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. E. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. ' 3. 6 PLACING ASPHALT PAVEMENT - DOUBLE COURSE °:. Not used. 3.7 CURBS A. Extruded curbs. 1. Place continuous extruded concrete curbs to profile indicated on drawings. 2. Place cub on tope of asphaltic concrete paving on two beads of mastic. 3.8 SEAL COAT A. Apply seal coat . at.� to surface course in accordance with Al�MS 19 p�? � cco -- and State of Oregon Highways Department. ., 3.5 TOLERANCES A. Flatness: Maxim .xL variation of 1/4 inch measured with 10 foot straight edge. BS. Scheduled Compacted Thickness: Within 1/4 inch e C. Variation from True Elevation; Within 1/2 inch. 3 .10 FIELD QUALITY CONTROL A. Fi e ld ins p.e c,tion and testing Will be performed under . • SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 02510 - 4 1 • provisions of Section 01400. r :3. Take samples and perform tests in accordance with Al 3.11 PROTECTION A. Immediately after placement, protect pavement from mechanical injury for 5 days END OF SECTION • 4, SEPT 1996 6 PCLTCL DEPT ADDITION & REMODEL 7IC 1T1 02510 r 5 r , ii x r i r • b I/ ' I i r c f I tt SECTION 03001 ICONCRETE PART 1 GENERAL e , 1.01 WORK INCLUDED A. Formwork, shoring;- bracing'; and anchorage.- B. Concrete rei ftforcement and accessories. C. Cast-in-place concrete. t 4° il . 02 WORK INSTALLED B UT FURNISHED UNDER OTHER SECTIONS :t1. 3ection. 11165 Metal fabrications attached to formwork. B. Section 15050 Mechanical attached to for iwork. C. Section 16050 Electrical accessories for attachment to . formwork. . 1 11.03 RELATED WORK A. AlA General Conditions. 1'� 1.04 REFERENCES A. ACI 301 - Specifications of Structural Concrete for Buildings. I , ° " D T . ANSI/AS'T.M A185 Welded Steel Wire Fabric for Concrete , 1 Reinforcement. • C. ASTM A615 - Deformed and Plain Billet-Steel for Concrete Reinforcement, D. ASTM C33 - Concrete Aggregates. _ L li E. ASTM C94 - Ready-Mixed Concrete. F. AST 1 . M C150 _ Portland Cement. .ASTM C260 Air: Entrainin • Admixtures for Concrete. , G. g e„ H. ASTM � Liquid Membrane-Forming Compou nds for Curing a Concrete. e i 1 Fs TT-C-200 . ' - � � New and Existing Surfaces. � � .� Curing s���n ound Concrete, for SEPT 6 POLICE DEPT AUDITION & R, TIGARD �� REMODEL, 03.00 : - 1 ,, I r " , , , A ) , ,,,,, ..., . .,„,, .,,. . , ,, , 1.05 QUALITY ASSURANCE . A. Perform work in accordance with ACI 301. B. Maintain copy of ACI 301 on site. 1.06 REGULATORY REQUIREMENTS t .:f, A. Conform to applicable 'governing- codes. 1.07 TESTS 'i. A. Submit proposed mix design of each class of concrete to • appointed firm for review prior to commencement of work. B. Tests of cement and aggregates g will be performed to ensure conformance with requirements stated herein. C. Four (4) concrete test cylinders will be taken for every 50 cu Tds of each class of concrete placed each day. ^. Test two (2) cylinders at seven (7) days and two (2) at 28 days. • D. One additional test cylinder will be taken during cold weather and be cured on site under same conditions as concrete it represents. E. One slump test will be taken for each Set of test cylinders taken. 1.08 SHOP DRAWINGS ° A. Submit shop drawings of reinforcing steel. B. Indicate reinforcement sizes, spacings, locations of reinforcing steel, and wire fabric, bending and cutting schedules, splicing, and supporting g, uaporting and spacing devices. PART 2 PRODUCTS 2.01 FORM MATERIALS A, Conform to ACI 301. 2.02 REINFORCING STEEL Reinforcin, Steel: , A. g tell: A615; 60 ksi yield grade billet Steel deformed bars; uncoated finish. B. Welded Steel .,..Wire Fabric: t.y pe r ANSI/ASTM A185; in flat sheets; cs le� rolls, uncoated finish. SEPT 1996 POLI CE DEPT ADDITION € REMODEL, TIGARD 03001 2.03 CONCRETE MATERIALS A. Cement: ASTM C150, normal Type 1` Portland, grey color. f , it B. 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 ACCESSORIES A. Vapor Barra' r: ASTM D2103, six (6) mil black poyethylen,✓ film. " B. Form Release Agent: Colorless material which will not stain concrete, absorb moisture or impair natural bonding or color characteristics of coating intended for use on concrete. ; . 2.06 CURING MATERIALS A. Water: Clean and drinkable. B. Membrane Curing Compound: ASTM C309. FS TT-C-800. C. Polyethylene Film: ASTM D2103, 6 mil thick, black color. . r 2.0/ CONCRETE MIX A. Mix concrete in accordance with ASTM C94. k B. Foundation , Concrete: 1. Compressive Strength (28 days) 3500 psi ;. 2. Slump: 4 inch maximum C. Slab On Fill Concrete: 1. Compressive Strength (28 .dayS) : 3500 p81 ?, 2, Slump: 3 ineh maximum D. Superstructure Concrete: SEPT 19 9 6 PO.,.'ICE DEPT ADDITION & REMU I� ,r L BFI': � �L i TICARD 03001 - 3 ,, '.i P r f a si 1. Compressive Strength (28 days) : 3500 psi 2. Slump:; 4 inch, maximum E. Add air entraining agent to mix for concrete exposed to freeze-thaw cycling to obtain 5% air entrainment \ 10. PART 3 EXECUTION 3 .01 FORM ORK ERECTION A. Verify lines, levels, and measurement before proceeding with formwork. B. Hand trim sides and bottom of earth forms; remove loose dirt. ._. C. Align form joints. D. Do not apply form release agent where concrete surfaces receive special finishes or applied coatings which may be affected by agent. E. Coordinate work of other Sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. 3. 02 REINFORCEMENT' A. Place, su pp ort and secure reinforcement against displacement. B. Locate reinforcing splices at points of minimum stress or as noted on drawings. 3. 03 PLACING CO T CRET E A. Notify Architect/Engineer minimum. 24 hours prior to �� � ; commencemen t of concreting operations. $°.. Inst all stall v a or barrier under interior r floor slabs on fill. Lap jointS minimum 6 inches and seal. Do n7 ddisturb vapor barrier r �lacig while ri reinforcement. p 3 . 04 FLOOR SLABS A. Sep....ara to slabs on fill from vertical surf aces with joint filler. Extend joint filler from bottoit of slab to within inch of finish ed Slab surf ace i SEPT' 1996 POLICE DEPT ADDITION & REMODEL,NlC7DE1i TIGARD 03001 - 4 1 "4 r 0 �• 0 i96 1.. • \\ 0 B. Float, trowel, non-slip finish surfaces as scheduled. 3.05 TOLERANCES A. Provide Class A tolerance to floor slabs according to ACI 4. 301. Pitch to drains 1/4 inch per foot nominal. 3.06 EXISTING WORK • Not Used ; 3.07 SCHEDULE OF FORMED SURFACES A. Smooth form finish on exposed surfaces. ' 3.08 SCHEDULE OF FLOOR SLAB FINISHES ' w A. Trowel finish at floor slabs. I f END OF SECTION 4. ) ' ii i" j 1 3 , POLICE btp :' ADDITION & REMODEL, TIGARD 030 ti ",IMF .i w w - .. o f Pik( , • al SECTION 04320 . VENEER MASONRY SYSTEM , PART 1 GENERAL 1.01 SECTION INCLUDES A. Face brick units. Note: Reuse existing to be removed from building and provide new to match as required. B. Reinforcement, anchorage, and accessories. . 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION Not Used 1.03 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 03001 - Concrete. ti 1.04 RELATED SECTIONS A. Section 07900 - Joint Sealers. Rod and sealant at control and expansion joints. B. Section 09260 Gypsum Board System. 1.05 ALLOWANCES Not Used 1.,06 REFERENCES A. ANSI/ASTM C652 Hollow' Brick (Hollow Masonry Units Made �. From Clay or Shale) , B. ASTM A123 -�-. Zinc (H. ot_.._Di p Galvanized) Coatings on Iron and Steel Products. '1 C. A' .. - Sheet, y � STn'i A525 Steel Sheet zinc Coated, (Galvanized) by the C Hot-Dip Process. IMIAC International Masonry Industry Ail- D. _ Masonry ry weather ..Recommended Guide Sp ification ' council 4 ��Re ed �Praet�cr�s and for Cold Weather Masonry Construction. 1. 07 SUBMITTALS NOT USED SEPT 19 9 POLICE DEPT ADDITION & REMODE L, TI+ ARD 04320 -= 1 1.08 QUALIFICATIONS A, Installer: Company specializing in performing the. work of this Section with minimum three (3) years documented experience. 1.09 MOCK-UP ; Not Used Q 1.10 PRE-INSTALLATION CONFERENCE Not Used 1.11. DELIVERY, STORAGE, AND HANDLING i C. Accept face brick units on site. Inspect for damage. 1. 12 ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air temperature to minimum 50 degrees F prior to, during, and 48 hours after completion of masonry work. 1. 13 SEQUENCING AND SCHEDULING 6“ Not Used 1.14 EXTRA MATERIALS Not Used ‹ PART 2 PRODUCTS 2.01 MANUFACTURERS CONCRETE MASONRY UNITS Not Used 2.02 CONCRETE MASONRY UNITS ..,. A. Refer to Section 104340. 2.03 MANUFACTURERS TUR. E. FS - BRICK UNITS A. Same as supplier of existing unit ;, 2.04 04 CRICK UNITS A Brick:, ANSI/ASTM 0216, .Type FOX, Grade A. � Face �, �w�fartnan" Match ex . existing color for st:�.rl Size, `� �ta;t s� is �in sand. matching ing co o � . . SEPT 19 96 POL ICE DEPT AD DITION & I1EMODEL r TIG. D 04320 - 2 , u i 4, l J1 new.. Provide units (without hole)w fore sill course at windows. (See detail 16/6) 1. Furnish special configurations. NOTE: Contractor shall reuse existing brick from areas of demolition as long as they are in good condition. 2.05 REINFORCEMENT AND ANCHORAGE A. Corrugated Formed Sheet Metal Wall Ties: 7/8 x 7 inch size x 22 gage thick, galvanized steel finish. B. Adjustable -;veneer ties Similar to AA Wire Products Co. "Rectangular Type: adjustable wall ties", constructed of 3/16 inch diameter galvanized steel wire, for CMU to brick veneer; sizes as required. 2.06 FLASHINGS A. Furnished under Section 07620. . 1 2.07 ACCESSORIES A. Weeps: Approved 3/8 inch inside diameter rigid plastic tube with inside end of each weep cut at a 45 degree angle, for installation in bottom mortar joint in brick veneer ;,Pork; plastic tubing is available from Continental iIndustries. 9206) 241-0891. B. Cleaning Solution: Similar to Pro So Co. , Inc. "Sure-Kleen No. 600", or architect's written approval. C Water Repellent Coating: (For all exterior brick veneer masonry building wall Surfaces) Standard Drywall Products "Thoroclear 777" Mineral oil base clear silicone ar water repellent, or architect's written approval, meeting ., requirements of Federal Specification SS-W-110b. re .PART 3 EXECUTION I 1 3.01 INSTALLERS ;Iy Not Used \ \ ; 3. 02 EXAMINATION R A. Verify ' y' hat field cond�.t:�i�n� are acceptable and are ready ,,, t. ��� � � � �to receive work. t � SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 04320 3 L • li f 4 B. Verify items provided by other sections of work are properly sized and located. C. Beginning of installation means installer accepts existing conditions. 3.03 PREPARATION A. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.04 COURSING +' A. Establish lines, levels, and coursing indicated. Protect from displacement. • B. Maintain masonr • courses to � uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Lay brick units in matching bond course. Form mortar joints to match existing. 3.05 PLACING AND BONDING A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work. B. Buttering corners of joints or excessive furrowing of mortar joints are not permitted. C. Remove excess mortar as Work progresses. D. Do not shift or tap masonry units after mortar has achieved remove mortar and s et. Where adjustment must be made, initial replace. E.E Perform jobsite form j cutting of masonry Units with proper , - tools to provide straight, clean, unchipped edges. Prevent broken masonry vnit corners or edges. Isolate top joint of masonry . F. t p j Y rtz p t�.ons o from h riZonta l structural framing members and slabs or decks with 3.�� WEEPS • compressible joint filler. B At VENTS • A. Install weehori�ontall above in Veneer at 24 inches on tenter �f ..p horizontally e 'through Wall flashing, and at bottom of walls. • S PT 1996 POLICE DEPT ADDITION & RE. MODEL� TIG D Q 430 - 4 I , { • 3.07 CAVITY BEHIND VENEER A. Do not permit mortar to drop or, accumulate into cavity '. air space or to plug weep holes. 3.08 REINFORCEMENT AND ANCHORAGES A. Secure wall ties to stud framed back-up and embed into . masonry-veneer at-maximum-16 inches oc uer.tioally-and 36 inches oc horizontally. Place at maximum 3 inches oc each way around perimeter of openings, within 12 inches of openings. 3.09 MASONRY FLASHINGS A. Extend flashings through veneer, turn up minimum 12 inches and seal to sheathing over wood framed back-up. E. Lay end joints minimum 6 inches and seal watertight. C. Use flashing manufacturer's recommended adhesive and sealer. f •. 3.10 CONTROL AND EXPANSION JOINTS A. Size control joint in accordance with Section 07900 for sealant performance. 3.11 TOLERANCES A. Maximum Variation From Unit to Adjacent Unit: 1/32 inch. •• C . B. Maximum uu m m VV aa aataon Fro m Plane of Wall: 1 4 inch in 10 feet . • , and 1/2 inch in 20 feet or more. C. Maximum Variation From Plumb: 1/4 inch (6 mm) per story non-cumulative. D. Maximum Variation From LeV'el Coursing: 1/8 inch in 3 feet and 1/4 inch' in 10 feet; 1/2 inch in 30 feet. E. Maximum Variation of Joint Thickness: 1/8 inch in 3 feet. f 3 .12 CUTTING AND FITTING i t fowindows.. .. .. y .. . With A. Cut and fit for and. Corners Coordinate With other Sections of work to provide correct size, shape, 4 and location. . SEPT 1996� POL10E DEPT ADDITION N & REMODEL, T1GARD 04320 5 • i B. Obtain Architect/Engineer apprcval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. 3.13 CLEANING A. Clean work under provisions of Section 01700. ' B. Remove excess *mortar and mortar smears C. Replace defective mortar. Match adjacent work. D. Clean soiled surfaces with cleaning solution. E. Use non-metallic tools in cleaning operations. P. Apply water repellant coating. 3.14 PROTECTION OF FINISHED WORK ft A. Protect finished installation. B. Without damaging completed work, provide protective boards at exposed external corners which may be damaged by construction activities. 3. 16 SCHEDULES • Not Used END OF SECTION SEPT 1996 POLICE DEPT ADDITION & REMODEL TIGARD 04320 6 • • i “ • 1 t t SECTION 05500 METAL FABRICATIONS . PART 1 GENERAL 1.01 SECTION INCLUDES A. Shop fabricated- ferrous” metal items and prime painted. 1.02 PRODUCTS FURNISHED. BUT NOT INSTALLED UNDER THIS SECTION . A. Section 03001 - Cast-In-Place Concrete: Placement of metal fabrications in concrete. 1.03 RELATED SECTIONS A. Section 01400 - Quality Assurance. B. Section 05520 - Handrails and Railings. C. Section 09900 - Painting: Paint finish. " 1.04 REFERENCES . A. ASTM A36 - Structural Steel. B. ASTM A283 - Carbon Steel Plates, Shapes, and Bars. C. AWS A2.0 - Standard Welding Symbols. D. AWS D1. 1 - Structural Welding Code. E. SSPC - Steel Structures Painting Council. ;0 1.05 SUBMITTALS t A. Submit. i B. . .. . Drawings: Indicate profiles, sizes; connection attachments; reinforcing, . s and acces' , anchorage, sire and. type of , N fasteners, accessories. Include erection drawings, elevations, and details where applicable. In ` welded cdnneCtions using Standard AWS A2 . . C. Indicate we�:de A2.0 welding synbols. Indicate net weld lengths. 1. QUALIFICATIONS a. 0 6 QUALIF IONS A:. Welders' Certificates: Submit certifying� o tfa.ca.tes' ;, i Welders I• `Gld'CIC� 4 - employed on the work verifying AWS qualifidation. ., s verifying q ton within previous 12, months:. the � b k SEPT. 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 7 55 ?0 . . i f 4 . • q. 1.07 FIELD MEASUREMENTS• • � v . • A. Verify that field measurements are as indicated on shop • drawings. PART 2 PRODUCTS 2.01 MATERIALS A. Steel Sections: ASTM A36. B. Plates: ASTM A283. C. Bolts, Nuts, and Washers: ASTM A325 galvanized to ASTM A153 for galvanized components. D. Welding Materials: AWS D1.1; type required for materials being welded. E. Shop and Touch-Up Primer: SSPC 15, Type 1, red oxide. 2.02 FABRICATION A. Fit and shop assemble in largest practical sections, for delivery to site , x3. Fabricate items with joints tightly fitted and secured. C. Continuously zeal joined intiber's by continuous welds. . • D. Grind exposed joints flush and sm..-oo th wivh a dd:. cent finish surf ace. Make exposed joints butt ti ght, flush, and hairline. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise. •• F. Supply components required ed far anchorage of fabrications. Fabricate anchors and related components of same material • and f inieh as fabrication, except where Specifically noted otherwise. 2.03 FINISHES A. Clean surfaces of rust, Scale, grease, and foreign m.. att er • p r to finishing. B. Do not p • te s,. .. es in direct to with. not prime urfa�t - ` ct �con ct with 'concrete or � where field welding is required. .� SEPT 1996 POLICE DEPT ADDITIO1 & REMODEL, TICARD 05500 2 • fie ! . r • s C. Prime paint items with one (1) coat. PART 3 EXECUTION 3.01. EXAMINATION A. Verify that field conditions are acceptable and are ready 1' to receive work B. Beginning of installation means erector accepts existing r conditions. 3.02 PREPARATION r.: A. Clean and strip primed steel items to bare metal where site welding is required. B Supply items required to be cast into concrete with setting templates, to appropriate sections. 3.03 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection . , and installation of permanent attachments. C. Fiela weld components indicated on shop drawings. L . Perform field welding in accordance with AWS D1.1. E. Obtain Arc �� �� E � ' hitect �En i�eer approval 1 q prior �to site cutting or making adjustments not scheduled. E. A fter ere ctio n, prime welds, abrasions, and surfaces aces not shop primed, except surfaces to be in contact with concrete. ERECTION� TOLERANCES A. ,..aximur Variation� .. From P1u • h Fr Plumb:. 1 4 inch per story, ' . non-cumulative ` except at re' cord store room floor at space saver files . ma st be .0005/ft. E Maximum Off set From True Alignment: 1/4 inch 3. .:_5 SCHEDULE NOT USED D END OF SECTION SEPT 1996 POLICE DEPT ADDITION & REMODEL, TICAR D 05500 - 3 .+ .,......._ .. "• 0 } :r E; ic . „,, SECTION 06001 .% ;, CARPENTRY WORK PART 1 GENERAL 1.01 WORK INCLUDED �L A. Rough' carpentry. B. Schedule. 1.02 RELATED WORK 1 r . A. Section 06114 Wood blocking. 'p'; B. Section 06410' -, Custom casework. C. Section 08210 - Wood doors. D. Section 08520 - Aluminum windows. . -. E Section 08712 - Hardware. '- p F. Section 09900 Painting: Site finishing of finish carpentry and cabinetwork 1.03 REFERENCES ,,; ,, 1 1 A. MIL--V-135180(1) Wood Preservative: Tetrachlorophenol and Pentachlorophenol, Surface Sealing Compound. B. PS 1 - Construction and Industrial Plywood C PS 20 - American Softwood Lumber Standard D. NFPA - National Design Specification for Wood Construction. I 1. 04 QUALITY ASSURANCE A. Rough Carpentry Lumber: Visible grade stamp, of agency 1 certified Association (NF if red by ��tat�:on��. FureSt Products �Assvc: .,�� , P�,) w � 1.05 SUBMITTAL Not tiSed' P . .-. 1 j SEPT�� ��g 6 POLICE DEPT ADDITION & REMODEL* �zGARD 06001 ... y I,• y. 1 O . 1.06 DELIVERY, STORAGE, AND HANDLING A. Do not deliver shop fabricated carpentry items until site conditions are adequate to receive the work. Protect items from weather while in transit. E. Store indoors, in ventilated areas with a constant, minimum temperature of 60 degrees F, maximum relative humidity- of• 25° to. 55 percent. • . PART 2 PRODUCTS 2.01 ROUGH CARPENTRY MATERIALS A. Lumber: PS 20; graded in accordance with established Grading, rules; maximum moisture content of 19 percent; of following species and grades: // 1 Structural Light Framing: Stress group No. 2 grade. 2. Non-structural Light Framing: Stress group standard grade. ;, 3. Studding: Stress group stud grade. 1, 4. Structural Joists and Planks: Stress group select structural No. 2 grade. 5. Beams and Stringers: Stress group select structural No 1 grade. 6. Posts and Timbers: St ress group select structural No. 1 grade. B. Douglas Fair Plywood: Sheathing graded C. Nails, Spikes and Staples: Galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations; size and type to suit application. D. Bol � ,ts, Nuts, Washers, Lags, Pins and Screws: Medium carbon steel; sized to suit application galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations. E. Joist st Hangers; Sized e' and profiled to suit application;galvanized finish. F• � . ra s en ers. Toggle. bolt type for anchorage to hollow Qw maso nr y. Expansion Shield and lag bolt t yp e for . . , Tl • i' SEPT �:996 pOLIGE DEPT ADDITION & REMODEL, GA.RD 06001 2 • . tip; ., .....-..,. , ..•..... .. ._., ... ....... , , • • 'r • • anchorage to solid masonry or concrete'. Bolts or power activated type for anchorage to steel. . G. Framing anchors, joist hanger, post caps, etc. : I' • "Simpson" or Architect approved equal, x 2.02 FINISH CARPENTRY AND CABINETWORK MATERIALS Not Used 2.03 CABINET HARDWARE Not Used 2.04 WOOD TREATMENT Not Used 2.05 FIRE BLOCKING OF WALL ADN FLOOR PENETRATIONS A. All fire blocking penetrations through fire rated walls, floors, etc. to be done in accordance with pertinent code requirements of the latest edition of. UBC. 1. Penetrations of mechanical and electrical piping, conduit, etc. a. Use fire protection products as manufactured by 3M Contractor Products - Interam System or as approved by the State of Oregon. • 2.06 WOOD TREATMENT A. Shop pressure treat and deliver to site ready for installation, wood materials requiring pressure impregnated preservatives. 5 PART 3 EXECUTION 3.01 . '. �� � � 3 FRAMING FURRING, AND STRIPPING A. Erect wood framing, stri , and nailing true to lines and levels. Do not deviate Onm • �r furring, �pp g e`viate Tram true alignment more than 1/4 inch . B. Spade members • � at 16 inches on center u.niess otherwise noted. 1w C. C struct members of continuous pieces of longest , possible lengths. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD D �O�oO�. - 3 a j f+(r 4N L Oft. ti r , . b , D. Construct anciterect required built-up beams, lintels and 'A glue lam beams. , E. Double wall framing members at openings over 100 square . inches. Space short members above and below openings in . same manner as for walls. , F. Provide double joist headers at joist ends and around floor and ceiling. openings. 1 , G. Coordinate installation of wood trusses and wood joists. - • r H. All bolt heads and nuts bearing on wood to be provided with a washer. , I All nailing to be per table 25Q of the U.B.C. Nails called for on the drawings are to be common. J. Cutting and notching of joists not allowed. I" diameter hole may be drilled in the center 1/3 of the member ) . . depth. All other holes to be approved. ' . K. Studs may be notched in the lower 1/5 of the height of stud for electric and plumbing pipes but no part of notch , is to be deeper than 25% of width of stud. Holes of, ,, diameters up to 1/3 of width of stud may be drilled in 4 studs but not in center 1/3 of their height. 3. 02 SHEATHING AND SUBFLOORING . : A. Place roof, wall and floor sheathing with end joints staggered. Secure sheets over firm bearing. Maintain - minimum 1/16 inch and maximum 1/8 inch spacing between joints of sheets on walls. Place perpendicular to framing members. B. Place subflooring with end joints staggered. Secure sheets over firm bearing. Maintain surface flatness of maximum 1/8 inch in 10 ft or more. t ' C. Plywood sheathing to be standard grade with exterior glue. Inatall roof and floor sheathing with fade grain perpendicUlar to supports and stagger end joints. . Install wall sheathing either horizontal or vertical and block all edges of plywood with 2 2 x 4 or thicker blocking. Block roof sheathing where noted on drawings. See plans for nailing schedule. ' 3. 03 INSTALLATION OF FINISH CARPENTRY ITEMS AND CABINET WORK ( . ' Not Used ' • SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 06001 - 4 ( . 1 , ' t 4 f • 3.04 SCHEDULE �H A. Rough Carpentry Work: 1. Structural and non-structural framing. 2. Build-up structural 'beams and columns. 3. Wall and roof sheathing. 4. Wood subflooring. 5,. Preservative treatment of wood members where required. 6. Sill flashings und■ar exterior framed walls. 7. � Miscellaneous blocking for membrane roofing system f ' and related metal flashings. 8. Blocking for roof'mounted mechanical items. 9. Behind wall wood blocking for support of Washroom accessories, plumbing, toilet partitions, wall cabinets, kitchen equipment, stair handrails, stair stangers and guardrail. B. Firestopping: 1. Seal all mechanical and electrical device penetrations with code acceptable applied materials for particular condition. END OF SECTION •rA SEPT 1996 POLICE DEPT„ ADDITION & REMODEL, T/GARD, 06001 5 • l• I.' i I SECTION 06112 :, FRAMING AND SHEATHING PART 1 GENERAL • 1.01 WORE INCLUDED A. Structural floor, wall and roof framing. B. Wall and roof sheathing. C. Subfloor• sheathing and overlay. D. Sill gaskets flashing insect guards. 1.02 RELATED WORK A. Section 06114 - Wood Blocking and Curbing. B. Section 06181 - Glue Laminated Structural Units. (; C. Section 06196 - Plywood Web Joists. 1.03 REFERENCES (I. A. ALSC - American Lumber Standards Committee: Softwood • Lumber Standards. B. ANSI A135.4 - Basic Hardwood. C. ANSI, A208.1 -- Mat Formed Wood Particleboard. D. APA American Plywood Association. E. NFPA - National Forest Products Association. _ F. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading g Rules for West Coast Lumber. G. WWPA - Western Wood Products Association. ,. 1. 04 QUALITY ASSURANCE A. Lumber Grading Agency: Certified by ALSC. by � ♦ B. Plywood trading Agency: Certified by APA. 9 ; 1.05 REGULATORY REQUIREMENTS �. SEPT, 19 POLICE ADDITION & REMODEL, TIGARD 0 6112 l • 9 6 DEPT :� • :�t A. Conform to applicable UBC code for fire retardant size and type of fastener requirements. B. Conform to UL requirements to achieve rating indicated. 1.06 SUBMITTALS A. In lieu of grade stamping exposed-to-view lumber and plywood; submit manufacturer's certificate that products meet or exceed specified requirements. 1.07 DELIVERY, STORAGE, AND HANDLING A. Store and protect products. PART 2 PRODUCTS 2.01 LUMBER MATERIALS A. Lumber Grading Rules: NFPA WC LIB WWPA. B. Non-structural Light Framing: Douglas Fir species, S , ". `. construction grade, 19 percent maximum moisture content. C. Studding: Douglas Fir species, construction grade, 19 percent maximum moisture content. 2.02 PLYWOOD MATERIALS A.' Roof� Sheathing:o� � APA Structural I, Grade C:--D; unsarided. ± , B. Wall Sheathing: APA Structural I, Grade C-D; sanded. C. Floor Sheathing: APA Structural I Grade C-D; sanded. 2.03 PARTICLEBOARD MATERIALS R A. •. �� � � � � Roof Sheathing: ANSI A208.1; wood shavings set with waterproof resin binder; sanded faces. B. Wall Sheathing: ANSI A208.1; wood shavings set with ter wa � - P roo f resin binder; sanded faces. C. Floor Sheathing : ANSI A208.1; wood shavings set with waterproof resin binder; sanded faces. 2.04 HARDBOARD MATERIALS Not Used SEPT 1996 POLICE � . . 6 ICE P DEPT ADDITION & REMODEL, 'I'IGAR, ry is_... ... .. ..., 2.05 GYPSUM SHEATHING " A. Wall Sheathing: Moisture resistant; Fire resistant; 5/8 inch thick, 24 x 48 inch sized sheets, square edges, water repellant paper faces. ;...,. 2.06 INSULATING SHEATHING Not Used 2.07 ACCESSORIES A. Fasteners Electro- Hot-dipped 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. Teco. C. Anchors: Toggle bolt type for anchorage to hollow masonry Expansion shield and lag bolt type for anchorage g to solid masonry or ''concrete. ° D. Subfloor Glue: Waterproof, air cure typed cartridge dispensed. E. Drywall Screws: Bugle head, steel, power driven type _• le ng t h of three e (3) times thickness of sheathing. ng. F. Building Paper: No. 15 asphalt felt. Plain untreated cellulosic building paper. 2. 08 WOOD TREATMENT Not Used A PART 3 EXECUTION 3.01 FRAMING A. Erect wood framing members leVel and plumb. B. Place horizontal members laid flat, crown side-Up. uct framing members, � � C str ti ��Con g bars dull length, without splices. D. Bri dge� ' joists framing in excess of eight (8) feet span as . detailed or at mid-span members. Fit solid blocking at . of members. ; ends o' y ,I , 1 • � SEAT 1596 I POLICE DEPT ADDI[ION & REMODEL, TIGARD 06112 - 3 • I A • r r r • E. Coordinate installation of wood chord metal joists, glue laminated structural units and plywood web joists. 3.03 SHEATHING A. Secure roof sheathing perpendicular to framing members with ends staggered. Secure sheet edges over firm bearing. Use sheathing clips between sheets between roof a , framing members. Provide solid edge blocking between ,. sheets. B. Secure wall sheathing horizontally perpendicular to wall studs, with ends staggered, over firm bearing. C. Place plywood sheeting at building corners where w sheathing is being used. Place building paper over wall sheathing; weatherlap joints. E. Secure subfloor perpendicular to floor framing with end joints staggered. Secure sheet edges over firm bearing. Attach sheathing subfloor glue and drywall screws. F. Install plywood to two span continuous random with 48 inches minimum length. 3.04 TOLERANCES A. Framing Members: 1/4 inch maximum from true position. B. Surface Flatness of Floor: 1/4 inch in 10 feet maximum. 3. 05 SCHEDULE Not Used ENO OF SECTION I ' '19 , � � 1996 POLICE DEPT ADDITION & REMODEL 'TIGARD 06112 - 4 I ]�P1' I - I I I I I I • ' rat d, ', SECTION 06114 WOOD BLOCKING AND CURBING PART 1 GENERAL V,. 1.01 WORK INCLUDED A. Cants. B. Blocking in roof openings. C. Wood treatment. 1.02 RELATED WORK A. Section 07533 Curbing for roofing. 1.03 REFERENCES A. ALSC - American Lumber Standards Committee: Softwood Lumber Standard. B b APA American Plywood Association: Grades and .� Am can �t Standards. . ' C FS TT-W-571 -- Wood Preservation: Treating Practices. NFPA - National Forest Products Association. E. SFPA w Southern Forest Products Association. F. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading Rules for West Coast Lumber. G. WWPA -- Western Wood Products Association. 1.04 QUALITY ASSURANCE A. Lumber Grading Agency: Certified by ALSC. B. Plywood Gradin g Agency: Certified by APA. *, It . 1.05 SUBMITTALS A. Provide technical data on wood fire treated materials and application instructions. , SEPT 1 56 P._ J LICE DEPT ADDITION & RED DELp TIG A.R.D 06114 - 1 � •. . . , : , PART 2 PRODUCTS �. 2 .01 MATERIALS A. Lumber Grading Rules: NFPA, WCLIB and 'WWPA. B. ' Softwood Lumber: Fir species, construction grade, 19 percent maximum moisture content. O. Plywood: APA Grade C-E, with waterproof glue, unsanded. D. Fasteners: Hot-dipped galvanized steel for exterior, high humidity, and treated wood locations; plain finish elsewhere; size and type to suit condition. E. Anchors: Bolts or ballistic fasteners for anchorages to ? steel. 2. 02 WOOD TREATMENT A. Wood Preservative (Pressure Treatment) : FS TT-W-571 AWPA Treatment C2 using water borne preservative with 0.30 pe14cent retainage. PART 3 EXECUTION ' . 3.01 SITE APPLIED W0007 TREATMENT Not Used 3.02, INSTALLATION A.Coordinate work with installation of decking and support of decking at openings. END OF SECTION ru SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 06114 -- 2 , J "i'I SECTION 06196 PLYWOOD WEB JOISTS ,{44`r's PART 1 GENERAL : , ,; 1.01 WORK INCLUDED " A Wood chord" and plywood web joists for roof and floor ' framing. ) B. Bridging, bracing, and anchorage. C. Framing for openings. . 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS Not Used 71,0 , 1.03 RELATED WORK ; A. Section 06112 -- Framing and Sheathing. B. Section 06114 - Wood Blocking and Curbing. . 1.04 REFERENCES ,.''. r A. APA - American Plywood Association, . ' i 1.05 SYSTEM DESCRIP7<IDr1 rye . A. Design Roof Live Load: 25 lbs/sq ft with deflection . v ; '',, limited to 1/240 . r ` ASSURANCE ` ' ,. 1. 06 �, QUALITY ASS A9 Manufacturer: Company specializing in manufacture of `: plywood web joists s with. three (3) years minimum 0.: experience. r f . D. Design joists under direct supervision ,of. Professional ;:; : Enineer exper�ienced in structural -r rming design n1. registered in State of Oregon. tf, , } 1.07 � �EGULPTd Y REQUIREMENTS . N : A. Conform to applicable UBC code for loads, seismic zoning, .. ( and other governing criteria. ' SEPT 1956 POLICE DEPT ADDITTJN & REMODEL, T.IGARD 06196 1 1 1 I r+ I i , 1.08 SUBMITTALS j . A. Submit shop drawings and product data indicating framing r system, sizes and spacing of joists, loads and joist . cambers, bearing and anchor details, bridging and bracing and framed openings. ; B. Submit manufacturer's installation instructions. 1.09 DELIVERY, STORAGE, AND HANDLING r. A. Deliver products to site. Store and protect products. ; B. Transport and store joists in vertical position resting A on bearing ends. . C. Protect joists from moisture, warpage, and distortion during transit and when site stored. PART 2 PRODUCTS G . 2.01 ACCEPTABLE MANUFACTURERS sl A. Trus Joist Corporation. B. Willamette Industries, Inc. 2.02 MATERIALS A. Manufacture design per UBC requirements. B. Wood Chord Members: Single and Double, top and bottom chord, stress group and species, per IBCO, per manufacturer, maximum moisture content of 19 percent. Finger scarf ing permitted if joint exceeds stress limit of member. C. Web: Plywood graded by APA; ply core, waterproof glue per IBCO and manufacturer. D. Joist Bridging:: Tripe, size and spacing required by joist 1 manufacturer. . 2.703 ACCESSORIES ' A. Wood Blocking Plating Support Members Framing for Openings: In accordance with Section 06114 i • Fasteners. �Galu type� �. ani�ed steel, �. e to suit application. ' ' • r 9,6� POLICE DEPT ADDITION A REMODEL, TIGAI�D 46196 - 2 1 SEPT 19; A � .�. ‘ tit:} 2.04 FABRICATION A. Verify dimensions and site conditions prior to fabrication. ..• .'. PART 3 EXECUTION •„ 3.01 INSPECTION... ' . li A. Verify that sumor'ts and openings are ready to receive joists. B. Verify sufficient end bearing area. C. Beginning of installation means acceptance of existing ' • conditions. 3.02 PREPARATION A. Coord' .'late placement of bearing and support items. 3.03 INSTAL: x_LON A. Install joists in accordance with manufacturer's , instructions. B. Place joists true to line and level. C. Provide temporary bracing to position joists in place until permanently erianentl secured.. 1 D. Place permanent bridging, bracing, and anchors to maintain joists straight and in correct position before installation of decking or inducing loads. E. Do not field cut joists. 1 F. Place headers and supports to frame openings required. G. Frame openings between joists with lumber in accordance with Section 06114. H. Coordinate placement of decking with work of this Section. 3.04 TOLERANCES A. E"ramng s. Member � . � ` . �f 4 inch nia��mum from true position. ENO OF SECTION i 1� • � SEPT �1996 POLICE DEPT ADDIITLON & REMODEL, T GAR.I5 , 06196 - 3 J. ri n • SECTION 06.200 FINISH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Finish carpentry- items-, other than shop- prefabricated casework. D. Hardware and attachment accessories. C. Refer to 'schedule at end of this Section. 1.02 PRODUCTS `"INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Sections 10800 and 10522: Supply l of hardware attachment accessories to this Section. 1.03 PRODUCTS FURNISHED � BUT NOT INSTALLED UNDER THIS SECTION %„. A. Section 06001: Installation of recessed wood blocking. 1.04 RELATED SECTIONS A. Section 06410 - Custom Casework: Shop fabricated custom cabinetwork. B. Section 08210 Wood Doors C. Section 08520 m Windows. D. Section 09900 - Painting: Painting and finishing of I finish `carpentry items. m i 1.05 REFERENCES A. ANSI/HPHA HP -- American Standard for Hardwood and Decorative Plywood. ' ANSI A135.4 and I � � B. �� Basic Hardboard. C. AWE, Quality Standards. • D. FS L-736 Lumber; Hardwood. E. FS MMM-A-130 - Adhesive, Contact. I NEMA �D-3 =- High Pressure xe D eco rat.1Te Laminates. '. G PS 1 Construction and Industrial Hardwood., �. and Ia�dustr SEPT 1996 POLICE DEPT EPT ADDITION & ,REMODEL, TIGARD 06200 1 • . . I w r { N. PS 20 - American Softwood Lumber Standard. _ • I. UL Underwriters Laboratories. 1.06 REGULATORY. REQUIREMENTS A. Conform to applicable UBC code for fire retardant requirements. B. Conform to , UL requirements to achieve fire resistance assembly rating indicated. 1,07 FIELD SAMPLES � r Not Used 1.08 SUBMITTALS A. Submit shop drawings, indicating materials, component profiles, fastening methods, jointing details, finishes, accessories, etc. , to a minimum scale of 1-1/2 inch to one foot. B. Submit product data on fire retardant treatment materials and application instructions. C. Submit two (2) samples 8 x 8 inch in size illustrating wood grain and specified finish. I I D. Submit two (2) samples 8 inch long of wood trim. E. Submit fabricators installation instructions. E. Submit instructions for use of adhesives, ' attachment ' hardware and finish hardware. x..09 'DELIVERY, STORAGE, AND HANDLING products to site. Store and protect products. A. Deliver products Store materials• B. � ia�.s in� ventilated, locations under interior l ' constant minimum temperatures of 60 degrees F and maximum relative humidity of 55 percent. c PART 2 PRODUCTS 2.01 FABRICATORS • Not Used � r SEPT 1996 PO L CE DEPT ADDITION & REMODEL , TSGARll 06200 - 2 II A • e �__ i 4I. N,r '''' 2.02 LUMBER MATERIALS A. Softwood Lumber: PS 20; Custom grade in accordance with AWI; maximum moisture content of 6, percent;w; all species, with vertical mixed flat grain, of quality capable of n � . �• transparent finish. B. Hardwood Lumber: FS NM-L-736; Premium grade in accordance with AWl; maximum moisture content"--of 6. percent; . all species, with vertical mixed flat plain sawn grain, of quality capable of transparent finish. u 2.03 SHEET MATERIALS A. Hardwood Plywood: ANSI/HPHA HP; Premium Grade in accordance with AWI;veneer lumber particleboard core material; birch species,bih eci with face veneer of plain sliced material; � vertical mixed flat grain. 2 .04 PLASTIC LAMINATE MATERIALS A. Plastic Laminate: 0.050 inch General Purpose Vertical Fire Resistive Grade; color, pattern, and surface finish as selected by Architect from manufactuar°er°s standards, B. Plastic Laminate Backing: High pressure paper base laminate�. e without a decorative finish; 0.0.20 inch thick, smooth` surface finish 2.05 ADHESIVE E A. Contact Adhesives: FS MMM-A-130; water base solvent release type. B. Wall Adhesive: SolVent release, cartridge type, compatible with wall substrate, capable of achieving durable bond. 2,06 ACCESSORIES Size As Nails: �' and type tX e to suit ap p licatiori plain coated finish. B. Bolts, Nuts, Washers, Blind Fasteners Lags, and Screw' • � Size and type to suit application; plain galvanized finish. i•mmin and Blocking:' C., � Lumber �for � �Sh�:. . g Softy g Uood lumber of Douglas Fir species B. Primer: Alkyd p Alk d rime , r sealer type. SEPT 1996 POLICE ��Pt` RF 70�EL l3G b 06200 1 • • E. Wood Filler: Solvent oil base, tinted to match surface finish color. • 2.07 WOOD TREATMENT MATERIALS Not Used 2.08 SHOP FINISHING A. Shop finish work in accordance with AWI 'Factory Finishing' Section 01500. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces openings are ready to receive work and field measurements are as shown on shop drawings. instructed by the fabricator. B. Verify mechanical, electrical, and building items affecting work of this Section are placed and ready to receive this work. C. Beginning of installation means acceptance of existing substrate. 3.02 PREPARATION A. Before installation, prime paint surfaces of items or assemblies to be in contact with cementitious materials. 3 .03 INSTALLATION A. Install work in accordance with AWI Custom Premium quality Standard. B. Set and secure materials and components in place, plumb and level. C. �n stall components trim with nails, screws, bolts, . and with blind fasteners at 8 inch on center. Wall adhesive by gun application. D. Cover exposed edges of plywood and particleboard d shelving and site made cas ework with aluminum p lastic 3/8 inch thick hardwood edging. Width of edging to match thickness of shelving with entire ..ed Adhere E. Apply plastic laminate finishes where indicated. with adhesive over entire surface. Make joints and } ' cor ners hairline.li ne. Match patterns. Slightly bevel arises. Ca p opposed edges With aluminum trim plastic trim. , SEPT 1996 POLICE DEPT ADDITION & REMODEL, TICARD 0620. o Si9t r plplastic laminate ��of same finish and pattern. inch• aattern. 3�8 inch thick hardwood trim. Apply laminate backing sheet on reverse side of plastic laminate finished surfaces. F. Install hardware supplied by Section 08712 in accordance with manufacturer's instructions. 3.04 TOLERANCES A. Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch. 3.05 SITE TREATMENT OF WOOD MATERIALS Not Used 3.06 PREPARATION FOR SITE FINISHING A. Set exposed` fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth. B. Site Finishing: Refer to Section 09900. 3.07 PROTECTION, A. Protect finished installation. 3.08 SCHEDULE Not Used END OF SECTION •. 1996 POLICE, DEPT ADDITION REMODEL, 00 5 �d tiot SEPT x.99 � & R �IGP.►RL� df2 a. n r ' r, \.1 tFP7 fie. SECTION 07212 BOARD INSULATION PART 1 GENERAL I Y, 1.01 WORK INCLUDED 4 A. Board 'insulation-and integral vapor and air- barrier at perimeter foundation wall. New and patch existing ` '. disturbed. 1.02 RELATED WORD A. Section 07213 - Batt and Blanket Insulation. 1. 03 REFERENCES A. ANSI/ASTM D2842 Water Absorption of Rigid Cellular Plastics. B. ASTM E96 TP t Methods for Water Vapor Transmission of Materials+' C. FS HB-I-530 Insulation Board, Thermal, Unfaced, Polyurethane or Polyisocyanurate. D. FS HR-I- .972/0EN - Insulation Board, Thermal, Faced, Polyurethane or Polyisocyanurate. ' i 1.04 '' PERFORMANCE REQUIREMENTS . w A. Materials of this Section shall provide continuity of thermal barrier at buildin g enclosure elements • B. Materials of this Section shall provide continuity of vapor and air barrier at building enclosure elements. 1.05 SUBMITTALS A Provide d Provide data on product characteristics, performance criteria and limitations. B. Manufacturer's Installation Instructions. Indicate special environmental conditions required for installation and installation a instal. Lion techniqaes. Manufacturer's Cert l' i ica te. Certify that products meet or exceed specified requirements. } 1.06 MOCKUP I ON & REMODEL, TIGARD ', 07 212 1 SEPT � ig9d POLIO, DEPT ADDITION E y • r, • 1 t Not Used , 1.07 ENVIRONMENTAL REQUIREMENTS F; A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation. "., _ 1.08 COORDINATION A. Coordinate the Work with Section 07415 for ns �. tallation of vapor and air barrier seals. ,,._. PART 2 PRODUCTS 2.01 MANUFACTURERS - INSULATION MATERIALS A. Temple-Eastex; 800-231-6060 - Product Tempro. B. Atlas Energy Products; 404-438-9700 - Product AC Foam 1. C. Carpenter Insulation Co. ; 800-527-5598 Product Isodeck GF. D. Celotex; 813-871-4811 - Product Apache Pyrox. E. Termal Systems, Inc. ; 303-393-1984. 2.02 INSULATION MATERIALS A. Polyisocyanurate insulation Type D: FS UH--I-530 Style; closed cell type, conforming to the following: Thermal Resistance.. Aged R of 14.3 Thickness Thickness indicated 2 inch on foundat ions perimeter. Board Size 48 x 96 inch of manufacturer standard ... ,. . Strength g th 1�zn imu n 16 psi Compressive en Water A . tion In orCda. ..'_.. ; tez bsorp n ,ace nee with ANSI ASTi�� C355 less than 0.1 perm in. Edges S I , g quare edgee Facing Unfaced SE PT 1996 POLICE DE PT ADDITION & REMODEL, TIGA..RD 01 212 - 2 0 4 i • i 1 2 4.03 MANUFACTURERS ADHESIVES . Not Used 1 2.04 ADHESIVES A. Adhesive Type recommended by insulation manufacturer for application. 2.05 ACCESSORIES. A. Sheet Barrier: Black polyethylene film for above grade application, 6 mil thick. B. Tape: Polyethylene self-adhering type, mesh reinforced, 2 inch wide. C. Insulation Fasteners: Impale clip of galvanized steel, .•, to be adhered mechanically fastened to surface to receive board insulation, length to suit insulation thickness and substrate, capable of securely and rigidly fastening insulation in place. PART 3 EXECUTION a 1 3 .01 EXAMINATION � . A. Verify site conditions. B. Verify that substrate, adjacent materials, and insulation boards are dry and ready to receive insulation and adhesive. C. Verify substrate surface is flat, free of h.oneycomb, ins, irregularities and materials or substances that may impede adhesive bond. 3.02 INSTALLATION - FOUNDATION PERIMETER A. Adhere r e a tw`n (2) inCh wide strip of polyethylene over . ,.t with double joint. Gain w e beads of adhesive each side of t. Tape seal joints. Extend sheet full height of joint. B. Adhere boards of foundation wall ll perime' �r v. e rtic ally and orhorizontally. Place board s in a methoCi to maximize contact bedding. Stagger de end joints. Butt edges ti and ends tight to adjacent board and to protrusions. 3 .03 INS 'TA.LLA IoN - UNDER CONCRETE SLABS i � I SEPT 1996 POLICE DEPT ADDITION & REMODEL; TIGARD 07212 - 3 y bIII A. Place insulation under slabs on grade after base for slab has been compacted. '�W B. Prevent insulation from being displaced or damaged while L placing vapor barrier and placing slab. 3.0.4 PROTECTION OF FINISHED WORK 1 A. Protect finished Work - b B. Do not permit Work to be damaged prior to covering' .. insulation. 3.05 SCHEDULES A. Perimeter foundation, insulation. END OF SECTION••••• . .SEPT 1996 POLICE DEPT ADDITION E REMODEL, TIGARD 07212 - 4 • , dY' a SECTION 07213 BATT AND BLANKET INSULATION PART 1 GENERAL 1.0.1 SECTION INCLUDES A. Batt insulation and vapor barrier in exterior wall. and ceiling construction. 1.02 RELATED SECTIONS . 4 E, A. Section 07212 - Board Insulation. 1.03 REFERENCES A. ASTM C665 Mineral Fiber Blanket Thermal insulation for Light Frame Construction and Manufactured Housing. B. FS HH-I-521 - Insulation Blankets, Thermal, (Mineral Fiber for Ambient. Temperatures) . C. FS HST-1-558 - Insulation, Blocks, Boards, Blankets, Felts, Sleeving (Pipe and. Tube Covering) , and Pipe l` Fitting Covering Thermal (Mineral Fiber, Industrial Type) . 1.04 PERFORMANCE REQUIREMENTS A. Materials of this Section shall provide continuity of thermal building enclosure element in rural barrier at � elements. conjunction with thermal insulating materials in Section 07212., 3. Materials of this Section shall p rovide continuity of vapor and air barrier at building enclosure elements. • 1.05 SUBMITTALS A. Pro duct Data: Provide data on product characteristics, performance criteria and limitations. B. ` Manufac ' Certify that products meet � �Certificate:Curer � Ger .� e o or exceed specified requirements. SEPT 1 9 6 N �M ODE,. , ,.. - 1 .. . ARn� � 07213 �. I � � �POLICE KEPI! ADDITION & REMODEL, �2'I� l +. 1 w.. ' i it vv e.m.x+m.x.r.+rvn ..r. ,.ante..• v n . .,a... u ,.+. ..+ ' r I 7 1.06 COORDINATION pp A. Coordinate the Work of Section 07 9 installation. of f �. 1 0 for vapor and air barrier seals. Fs _° PART 2 PRODDCTS t L L . ^ 2.01 MANUFACTURERS - INSULATION MATERIALS ..� A. Certainteed Corp. ; Valley Forge, FA; 714-680-5814 B. Owens-Corning Fiberglass. Corp. ; Toledo, OH; 503-620-1014. C. Manville Corp. ; Denver, CO; 800-654-x3103. . 2.02 MATERIALS �..:.., A. Batt Insulation: FS HH-I-x521 Type I —without membranes; 0 preformed glass fiber Batt; conforming to the following: Thermal Resistance R of 19 (walls) R of 30 (roof) , Batt Facing Unfaced B. Sheet Barrier: Black polyethylene film for above grade application, 6 mil thick. C. Steel wire; galvanized; type and size to suit application. ' D. Tape: Pol ethyLen� self 'dhering type, mesh reinforced, 2 inoh wide. E. Insulation Fasteners: Steel impale spindle and clip on flat met al bb ase, self adhering backing, length to suit insulation thickness, capable of securely and rigidly . . fastenin g insulation in place. ' PART. 3 EXECUTION 3. 01 EXAMINATION A. Verify that substrate,to receive materials, and insulation are dry and. re y eive insul:ation I,. SEPT 1996 POLICE DEPT ADD• IhION & REMODEL, TIOARD 07213 -' 2 i • . . 3.01 .INSTALLATION ', , A. Install insulation and vapor and air barrier in accordance with insulation manufacturer's instructions. ) '4 B Instatil in exterior walls and ceiling spaces without gaps or voids. Ca Trim insulation neatly. to fit spaces..: D. Fit insulation tight in spaces and tight to exterior side," of mechanical and electrical servicr,s within the plane of insulation. Leave no gaps or voi-As. E. Tape seal butt ends, Napped flanges and ,tears or. cuts in membrane. F. Metal Framing: Place vapor and air barrier on warm side of insulation; lap and seal sheet barrier joints over member f aoe.' G. Extend vapor and air barrier tight to full perimeter of ,: adjacent window and door frames and other items interrupting the plane of membrane. Tape seal in place. 3.03 SCHEDULER A. Ceiling and Building soffits. - R-30 II B. Wall Insulation: R19 roll., faced; separate 6 mil Vapor barrier. C. Sound Walls 3" R-11 rock wool facer. D. Sound control at ceiling and sound walls: Use R-11 fiberglass, unf aced, lap 2 feet each side of wall. 9 END OF SECTION' II ,4 SEPT 1996 POLICE DE PT A DDITION �� REMO DEL� TI CA��D ���13 � 3�. w r ' � SECTION 07240 COATED INSULATION SYSTEM PART 1 GENERAL 1.01 SECTION INCLUDES .ti A. Composite cladding- of -rigid ~ insulation and applied coating. B. Coating applied directly to gypsum board substrate. 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION Not Used 1.03 RELATED SECTIONS rA. Section 09260 - Wall exterior gypsum board sheathing. 1.04 REVERENCES A. ANSI/ASTM D2842 - Water, Absorption of Rigid Cellular 4 Plastics. B. .ATM C355 - Preformed Cellular Polystyrene Thermal Insulation. 1.05 PERFORMANCE REQUIREMENTS A. Materials of this Section shall provide continuity of water resistive qualities at building enclosure elements in conjunction with backing materials in Section 09260. 1.06 SUBMITTALS A. Shop Drawings: Indicate exterior joint pattern and joint details. B. Product Data: Provide data on s. tex Materials, product characteristics, performance criteria and limitations. C. Samples: Submit two (2) 24 x 24 inch size samples illustrating coating color and texture range for selection. D. Manufacturer's anufacturers Installation nstallation instructions: Indicate required, installation techniques and jointing requirements. `" SEPT 1996 POLICE .. .. .. 07240 - 1 O DEPT ADDITION & REMODEL, TIG�.RD 07' a n I � 1.07 QUALIFICATIONS f A. Applicator: Company specializing in performing the work of this, Section with minimum three (3) years doc mented experience and approved by manufacturer. 1.08 REGULATORY REQUIREMENTS A. Conform to applicable . governmental codes for flame/fuel/smoke ratings for finish system. 1.09 FIELD SAMPLES A. Construct one (1) field eample panel, min. four (4) ft long by four (4) ft wide, of system materials • illustrating method of attachment, surface finish, color, and texture. • B. Locate on exterior face. ',. . C. Accepted sample may remain as part of the Work. 1.10 DELIVERY, . STORAGE, AND HANDLING A. Deliver, store and protect products. D. Protect adhesives and finish materials from freezing by storing in an environment recommended by manufacturer. 1.11 ENVIRONMENTAL REQUIREMENTS A. Do not s finish he in ta�.l� fa.ni h w n ambient temperature is below 40 degrees P. B. Maintain this temperature during and 24 hours after R installation of finish. 1.12 WARRANTY A. Manufacturer shall issue to Owner a written certificate of covering labor, material,warranty for three �(�� years �ove��i ��� , °- equipment, etc PART 2 PRODUCTS r * MANUFACTURERS A. IPSO, Inc. Product - R--Wall 206-644-1144. B. Dryvit System, Inc. R roduct -- Outsulation 800-556-7752 SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 07240 - 2 7 C. Syenergy Methods,Inc. Product - EIFS 800-221-7663. 2.02 MATERIALS A. Polystyrene Board Insulation Type A: ASTM C578, Type; molded bead type, recommended by manufacturer. E. Insulation Adhesive: Recommended by Cis manufacturer. C. Primer/Adhesive: Recommended by CIS manufacturer. D. Coating Reinforcement: Glass fiber mesh, woven, treated for improved bond with coating. E. Coating: Synthetic vinyl composition Modified polymer Portland cement, air curing, containing chopped glass s fibers, color as selected. 2.03 ACCESSORIES A. Insulation Fastening: Galvanized metal channel with non-corrosive fasteners. E. P :z,imeter Trim and Control Joints: Galvanized steel with attachment flanges. C. Sealant Materials: Recommended by coated insulation system manufacturer. i . PART 3 EXECUTION 3'.01 EXAMINATION A. Verify site conditions. B. Verify that substrate rate and adjacent materials are dry, .. secure and acceptable. C. Verify substrate surface is flat, free irregularities, projections, etc. 3. 02 INSTALLATION INSULATION x, A. Install .insulation in accordance with manufacturer's . ... instructions ... g B. Install boards on gall surface per CIS Manufacturer's recomtendations. C. Place boards in a met mod to maximize tight oirts ! Sta gg e r v�rtical joints y t ed g�e and ends tight to ad j av,!e nt board and to protrusions, StPT ,996 POLICE DEPT ADDITION & REMODEL, TIG, .D 0 . 7240 fi D. Secure boards to substrate by mechanical attachment to i , n achieve a continuous flush insulation surface. 3.03 INSTALLATION - COATING A.. Install primer/adhesive, coating and reinforcement in accordance with manufacturer's instructions. B. Apply primer/adhesive" to° a minimum " ,hickness' of 1/16 inch and fully embed reinforcement, wrinkle free. 1 C. Lap reinforcement edges and ends two (2) inches. D. Install perimeter trim and control joints. E. A. ly finish to a minimum thickness of 5/16 inch. F. Apply sealant at finish perimeter and control joints in p accordance with CIS manufacturer's recommendations. 3..04 PROTECTION OF I INISHED WORK k • �� � A. Protect finished Work. E. Do not permit finish surface to become soiled or damaged. 3.05 CLEANUP A. Clean adjacent materials, surfaces and work area of , foreign materials, spatters, drips, etc. 3.06 SCHEDULES A. Exterior: Type D insulation 2 inches thick unless otherwise noted on the drawings, reinforcement and coating finish, sand finish, in color selected by the Architect. Must match existing at site. END OF SECTION y SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGAR 0/240 • ,i its S a D ir rr, SECTION 07533 ELASTOMERIC SHEET ROOFING MECHANICALLY ATTACHED -CONVENTIONAL PART 1 GENERAL 1 . 1.1 SECTION INCLUDES A. Insulation, mechanically attached membrane roofing, base f lashings, roofing membrane expansion joints ,cant strips, ballast cover and counterf lashings. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION Not used. 1.3 PRODUCTS INSTALLED BUT NOT FURNISHED IN THIS SECTION � Not used. 1.4 RELATED SECTIONS Not Used 1.5 REFERENCES A. ASTM C177 - Test Method for Steady-State thermal Transmission Properties by Means of the Guarded Hot Plate. B. ASTM C578 - Preformed, Cellular Polystyrene Thermal Insulation. C. ASTM 0723 - Perlite Thermal Insulation Board. D. ANSI ASTM D412 � Rubber Properties in Tension. E.. ANSI/ASTM I .� S A,STM D746 Impact,Brittleness Temperature of Plastics and b Elastomeric by 1 F. ASTM D624 -. Rubber Property - Tear Resistance. G. ASTN D822. - Pr act.ice for Operating Ligh t and Water-Exposure Apparatus (carbon-Are) 'Type for Testing Paint, Varnish, Lacquer, and Related Products. . R AS 1004 - In Initial Tear Resistance of Plastic Film and Sheeting, i r fy ASTM D2 2 4 n Property Rubber ber Durometer Hardness. U. ASTM E96 - Water Vap or Transmission o f Nateriahs SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIG; - A t. K. Factory Mutual (FM) Engineering Corporation - Roof Assembly Classifications. L. FS . HH-I•-526 - Insulation Board, Thermal (Mineral Fiber) . FS HH-I-520 Insulation Board, `Thermal (Mineral Aggregate) . M. F , ( N. FS HH-I-530 Insulation Board, Thermal (Urethane) , O. FS HH-I-551 - Insulation Block and Boards, Thermal (Cellular Glass) . P. FS LLL-I-535 '` Insulation. Board, Thermal (Cellulosic Fiber) . Q. National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual. R. SPRI Wind Design Guide for Ballasted Single Ply Roofing Systems. .• S. Underwriters Laboratories (UL) - Fire Hazard Classifications. 1.6 SYSTEM DESCRIPTION A. Elastomeric Sheet Membrane Conventional Roofing System: One ply membrane system with vapor retarder, insulation, mechanically attached membrane. 1.7 SUBMITTALS A. Submit under P rovisions of Section 01300. B. Shop Drawings: Indicate setting plan for tapered insulation, Joint or termination detail conditions, conditions of interface with other materials, p aver ballast st cQVer pattern. C. Product Data: Provide characteristics on membrane materials, flashing materials, insulation, vapor retarders, a ' insulation, , P Hers. 1 , S : Submit two, size illustrating a� 1 D. insulation,es. ' 5u doers twa 2 4 x 2 4 inch in s p E. Manuf acturer a s Installation Instructions: Indicate special ( precautions required for seaming the membrane. F. Manufacturer's of icax t e. Certify products meet umeet or exceed sp ecif ied requirements. Min. 2 0 year warranty on material. 10 y ear on Labor. G. Manufacturer's Field •eports Submit under provisions of ' Section 01400. S-E.PT 1 g�0 POLICE DEPT ADDITION & REMODEL,ODE L. , TIGA ZD .. 07533 2' 4 tt H. Reports: Indicate procedures followed, ambient temperatures, humidity, wind velocity during application. 1.8 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the products specified in this section with three years documented experience. B. Applicator: Company specializing in performing the work, of this section with 5 years documented experience and approved by system manufacturer. C. Work of this section to conform to NRCA Roofing and manufacturer's instructions. 1.9 REGULATORY 'REQUIREMENTS A. Conform to applicable code for roof assembly fire hazard requirements. B. Underwriters Laboratories, Inc. (UL) : Class A Fire Hazard Classification. C. Factory Mutual Engineering Corporation (FM) : Roof Assembly Classification, of Class 1 Constr1ction, wind uplift A requirement of 190, in accordance with FM Construction Bulletin 1-28. t 1.10 MOCKUP A. Provide mockup of roof membrane system and associated com © nt nd' a s 01400. r p ne 5 a Cceasories under provisions �af Section 01�p is B. Mockup Size: 2 x 2 feet, including vapor retarder, insulation,lation ballast co � vex and typical base and counter flashings. C. Mockup delivered to Architect. 1.11 PRE INSTALLATION' CONFERENCE AA. Convene one week prior to commencing work of this section, u' p � � nt�er provisions of Section, 01039. B. Rev iew installation procedures and coordination re q uired with ► related Work. 1 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, p rotect and han dl e product s to site Under provisions of Section 01600. SEPT 1996 P O LI C bEPT... ADDITION & REMODEL TICARD 0753 3 j. a B. Deliver products in manufacturer's original containers, dry, undamaged, seals and labels intact. C. Store products in weather protected environment, clear of ground and moisture. 1..13 ENVIRONMENTAL REQUIREMENTS 1 A. Do not apply roofing membrane during inclement weather [ambient temperatures below 40 degrees F or above 100 degrees F. B. Do not apply roofing membrane to damp or frozen deck surface. C. Do not, expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed during same day. 1.14 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with the installation of associated metal flashings, as the work of this section proceeds. 1.15 WARRANTY A. Provide 20 year warranty and 10 year warranty under provisions of Section 01700. B. Warranty: Cover damage to building resulting from failure to prevent penetration of water. PART 2 PRODUCTS 2.1 MANUFACTURERS - MEMBRANE MATERIAL o. A. Firestone. B. Other acceptable manufacturers offering Equivalent products. 1. Carlisle Tire & Rubber. � �C li 2. Kelley Energy Systems. 3. Stevens Product EP will be considered equal. 4. Schulleer Cl Substitutions: Under provisions of Section 01600. 2.2 MEMBRANE AND ASSOCIATED MATERIALS SEPT 1996 POLICE DEPT ADDITION & REMODEL TI ., CARIJ 07533 - 4 rx7.� :.r, A. Membrane: EPDM 45 mm thick, color as selected; conforming to the following criteria: Properties Test Results Tensile. Strength:, ANSI/ASTM D412 1400 ps 1 f Elongation: ANSI/ASTM D412 300 Hardness - ,Shore A: ASTM D2240 60 41- 10 l Tear Strength:- - ASTM D624 125abs/»inch min. Water Absorption: ASTM E96 Proc BW Moisture Vapor Perms: ASTM E96 't Exposure: ASTM D822 _ Low Temperature ANSI/ASTM D746 -50° 45°C) Brittleness: B. Seaming Materials: As recommended by membrane manufacturer. 2.3 MEMBRANE FASTENERS A. Battens: Per Mfg. B. Disc Washers and Screws: Per Mfg. {' 1, 2.4 SUBSTRATE COVERING MATERIALS A. Fire Resistant Sheet Vapor Retarder: Conforming to UL requirements; Per Mfg, requirements. 2.5 MANUFACTURERS - INSULATION A. Celotex Product: Thermax Hy-Tec Plus , B. Manville Product: Fesco-Foam. C. International Permalite Product: Iso-Peri. D. Substitutions: Under provisions of Section 01600. 2.6 INSULATION A. Insulation: - care asphalt and Kraft surface coated with 2 8 fib%s�G�'ass fiber rigid� board; t° er ri �d �board. p paper, •. with the following characteristics: Board Size: 48 x 96 inch Thermal R-19 min. Board Edges: Square. Insulation: ASTM C728; Expanded perlite mineral aggregate SEPT 1' 6 POLICE DEPT ADDITION & REMODEL, TIGA : - ���' �� � DEPT � RD 07533 5 ' pl C • i board; with the following characteristics: — Board Size: 36 x 48 inch min. Therxna Conductivity: R7 min. ;! Board Edges: Square. _., i B. Separation Sheet: Per Mfg. requirements C. Cushion Sheet: Per Mfg.-requirements 2.7 FLASHINGS A. Flexible Flashings: Same material as membrane. B. Counterflashings: Metal, as specified in Section 07620. C. Prefabricated Control or Expansion Joint Flashing: Sheet , butyl over close cell foam backing seamed to metal flanges. 2.8 ACCESSORIES A. Fiber Cant and Tapered Edge Strips: Preformed to configuration as detailed. B. Sheathing Joint Tape: Per Manufacturer. As re , C. Insulation Adhesive: A recommended by insulation manufacturer. D. Insulation Joint Tape: Per Manufacturer. . I E. Roofing Nails: Galvanized or non-ferrous type, sire as required to suit application. F. Insulation Fasteners: Appropriate for purpose intended and approved by aCto y Mutual and system manufacturer; length required for thickness of material with metal washers. I , recommended by membrane manufacturer. . G. Seala nts: As re H. Re le t Devices:ces. Galvanized d stee 1. msxmxn possible lengths per location, with attachment flanges. 1 r 2.9 BALLAST COVER Not Used . I PART 3 EXECUTION 3 .1 EXAMINATION SEPT 1996 POLICE D EP T ADDITION TI3 N & REMODEL,, TIG ARD 07533 - 6 {' I ' I I I L . I , 4 1. ,k,f ;"! A. Verify that surfaces and site conditions are ready to receive work. B. Verify deck is supported and secure. C. Verify deck is clean and smooth, free of depressions, waves, or projections, properly sloped to drains. D. Verify deck surfaces•are dry and- free of snow -or ice. Confirm dry deck by moisture meter with 12 percent moisture maximum. E. Verify adjacent precast concrete roof members do not vary more than 1/4 inch in height. Verify grout keys are filled flush. E. Verify roof openings, curbs, pipes, sleeves, ducts, and vents 171 through roof are solidly set, cant strips are in place. 3.2 PREPARATION - CONCRETE DECK pl, • 11 A. Fill surface honeycomb and variations with latex filler. 3.3 VAPOR RETARDER APPLICATION A. Apply vapor retarder to deck surface with adhesive in accordance with manufacturer's instructions. B Extend vapor retarder under cant strips and blocking to deck o r edge. C. Lap flexible flashing over Vapor barrier of wall construction to provide', continuity of barrier seal. N 4. 3 . INSULATION APPLICATION • A. Ensure vapor retarder is clean and dry. B. Apply adhesive to deck in accordance with adhesive and . � �� � adhesive with full uc�tactnstruction,�. Embed insulation into insulation instructions. adhe : �� y . b .. �� � � � Apply. adhesive of insulation. ed�the ,'I �� � � � � C. we to the top surface Embed y Z . .of insulation into f• with ]t��.nts } a 'second layer o lotion it adhesive w�.t staggered (minimum 6 inch from joints of first layer. r p the a:n�u�.ation se�rless first layer to the required., red, an D. Place th�.c rst layer and the tapered cod y _ . .. .slope ��� � thickness : n la , pattern in accordance with manufacturer's instructions 1 inch As re hired to # i E. minimum Total Insulation Thickness: q ' achieve an average R value of 17 for tapered insulation SEPT It 1996 POLICE DEPT AD.. TION & REMODEL, TIGAP1 07533 7 -Y ky ' • 0 41 : F. Place la boards perpendicular to deck, flutes with edges over flute surface for bearing support. O. Lay boards with edges, in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through. roof. H. Lay tapered boards for a distance of 18 inches back from roof drains for positive- drainage... I. Apply no more insulation than can be covered with membrane in PP y . same day. J. Tape joints of insulation in accordance with insulation manufacturer's instructions. "M,•. 3 .5 MEMBRANE APPLICATION A. Apply membrane and mechanical attachment devices in accordance with manufacturer's instructions D. Install mechanical fasteners in accordance with manufacturer's instructions. C. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching. D. Overlap edges and ends and seal per manufacturers standard, minimum 3 inches. Seal permanently waterproof. Apply uniform bead of sealant to joint edge. E. Apply joint tape and seal. F. Extend.membrane up cant strips and minimum of 8 inches onto 'rertical surfaces. G. Seal membrane around room, penetrations. 3.6 FLASHINGS AND ACCESSORIES A. Apply flexible f lashng s to seal membrane to vertical elements. B. Secure to nailing strips at 4 inches. ' C. Install prefabricated roofing contr o l and ex.. p ans ion joints ints to x. ate into areas iSolate �roof to � read aS indicated in accordance with manufacturer's instructions. • • D:, Coor da ate installl atian of roof drains and related f lashZ n g s. SEPT 19 6 POLICE DEPT ADDITION & REMODEL, TI . . 8 ' P G�,RD 07533 �= E. Seal fleshings and flanges of items penetrating membrane. 3.7 BALLAST INSTALLATION Not Used 3.8 FIELD QUALITY CONTROL , A. Field inspection and testing will be performed under provisions of Section 01400. E. Correct identified defects or irregularities. C. Require site attendance of roofing and insulation materials" manufacturers daily during installation of the Work. 1 3.9 CLEANING A. In areas where finished surfaces are soiled by Work of this section, consult manufacturer of surfaces for cleaning advice and conform to their documented instructions. 1 B. Repair or replace defaced or disfigured finishes caused by Work of this section. 3.10 PROTECTION 1 A. Protect building surfaces against damage from roofing work. E. Where traffic must continue over finished roof membrane, protect surfaces. END OF SECTION 11 SEPT 1996 POL/CE DEPT ADDITION' & REMODEL TIGARD 07533 9 d • SECTION 07620 SHEET METAL FLASHING AND TRIM ' " PART 1 GENERAL 1.0 1 WORK INCLUDED A. Coping parapet and' cap f.lashings: B. Counterf lashings over base f lashings. C. Counterf lashings e.,"t roof mounted mechanical 'equipment and vent stacks. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS Y+ Not Used r ' ' 1.03 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS' Not Used 1.04 RELATED WORK A. Section 06001: Wood blocking, nailers, and grounds. B. Section 07533: Modi i edElastomeric Sheet Roofing. C. Section 079 00: Joint Sealers. D. Section 09900: Painting:, Prime and finish painting. 1.05 REFERENCES A. AA (Aluminum Association) - Aluminum Construction Manual: M Aluminum Sheet' � Metal Work and Building Construction. ." B. ANSI/ASTM 532 - solder Metal. C. As TM A525 Steel Sheet, Zinc Coated, (Ga lvanized) by the . Hot-Dip Process. ASTM � D. B209 �- Aluminum and AlUminum Alloy Sheet and Plate. E.E A:ST 4 a D226 - Asphalt-Saturated Organic } is Felt Used in Roofing and Waterproofing. cl F F-5 FS 0-- 506 - Flux, Sobering, Paste and Liquid G. NAAMM - fetal Finishes Handbook. SEPT 1996 POLICE DEPT ADDITION & REMODEL TIGARD 07620 1 A I • H. NRCA (National Roofing Contractors Association) Roofing Manual. I. SMACNA Architectural Sheet Metal Manual. 1.06 SYSTEM DESCRIPTION A. Work of this Section is to physically protect membrane . roofing,. base flashings, and other roof .appurtenances from damage that would permit water leakage to building interior, 1.07 QUALITY ASSURANCE A. Applicator: Company specializing in sheet metal flashing ' work with three (3) years minimum experience. • 1.08 ELECTROLYTIC PROTECTION • A. Wherever metals of different galvanic range are to be in contact, provide industry-approved separation by bic:Uminous' paint coats, bitumen saturated felts, or tinning, as applicable and approved by Architect. 1. 09 STORAGE AND HANDLING A. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. B. Prevent contact with materials during storage which may cause discoloration, staining, or damage. 1. 10 WARRANTY A. • See Section 07535 - Item 1.07A. PART 2 PRODUCTS 2.01 SHEET MATERIALS • A. Pre--coated galvanized Steel: ASTIR A525, G90; 24 gage core steel, shop pr e.-- Latch coated with 2 mill. coating of Architect p pre-coated wall color. a solocted , } 2.02 ACCESSORIES LGESS0R,LES u A. E a�tener: sGalvari s Zed steel with soft neo p rene washers at posed fatener • • S EPT 1996 POLICE DEPT ADD ITI4N & REMODEL, Tl G Ar RD 07620 -- 2 / � •r` ' J^ 1'43 "� _ 1. ... � . n i.. ....1"' 'it % . D. Underlayment: ASTM D266; No. 30 asphalt saturated roofing felt. • .. C. Metal Primer: Epoxy. I II D. Protective Backing Paint: Industry standards. 1a 1..° I , kw E. Sealant: Type specified in Section 07900. ; °o- F. Bedding' Compound: Rubber-asphalt. t C. Solder: FS IN-S-571; ANSI/ASTM B32; 50/50 type. , H. Flux: FS O-F°506. 2. 03 FABRICATION A. Form sections true to shape, accurate in size, square, p' and free from distortion or defects. I, I B. Fabricate cleats and starter strips of same Material as sheet, Minimum two (2) inches wide, interlockable with I. sheet. r C. Form pieces in longest practical lengths. , D. Hem exposed edges on underside 1/2 inch; miter and seam il corners. , r E. Form material with double lock standing seam. F. Solder and seal metal joints in gutters. After soldering, remove flux. Wipe and Wash solder joints .. clean. G. Fabricate corners fr m one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. H. I Fabricate vertical faces with bottom edge formed outward ti 1/4 inch, and hemmed to form drip. 2. 04 FINISH S A. Back al m surfaces with protective r',Jy;,/ Backpaint nt concealed metal s�xrfae 1 f,; backing paint to a minimum dry fi;,f thickn'�ss of 15 mil. �1 PART 3 EXECUTION • INSPECTION 3.01 « I SEPT 1996 POLICE DEPT 'ADDITION DEL, T'IG.: . �m I 1 P . & REMODEL, ARD 07620 -° 3 I � I II II I I . I I I I rl Mi • A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, and nailing strips �` located B. Verify membrane termination and base flashings are in ;:. place, sealed, and secure. C. Beginning of installation means acceptance of existing . -•..` conditions.. 3 92 PREPARATION :. . A. Field measure site conditions prior to, fabricating work. B. Install starter and edge strips, and cleats before tea: starting installation. C. Install surface mounted reglets true to lines and levels. _ Seal top of reglets with sealant. D. Secure flashings in place using concealed fasteners. Use exposed fasteners only in locations approved by Architect/Engineer. . E. ,hock and seal all joints. :..., Fa Apply plastic cement compound between metal flashings and felt flashings. G. Fit f lashings tight in place. Make corners square, • lines accurate .• . surfaces true and straight c��.t in planes, and to profiles. H. Solder metal joints watertight for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water. 3.03 INSTALLATION Not Used 3.04 SCHEDULE Not Used • END OF SECTION IG. ri 0 620 4 , SEPT 1996 � ;�'OI,ICk', DEPT ADDITION & REMODEL, � �- 0 SECTION 07710 , PREFABRICATED ROOF SPECIALTIES PART 1 GENERAL 1.01 ` WORK INCLUDED �r A. Roof ventilators. 1.02 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS . i Not Used 1.03 RELATED WORK A U,_' Z. Section 06114 Blocking and curbs. r"" B. Section 07533 - Roofing. a C. Section 07620 - Sheet Metal Flashing and Trim. ' ,111. D. Section 07900 Sealants. 1.04 SUBMITTALS Not Used PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS C - A. Penn 'Ventilator Co. B. Brod & McClung - Pace Co. ; 503--653.5880. 4 2.02 COMPONENTS �'" 10" ` � � A. � � Fixed�Roof Ventilators: Furnish and install complete throat Unit equal round t ��o Diameter Penn Type WB Omega� nit ore al as approved by Unit standard�� � roomed� � � Ar�.��iite�zt.� n�.t shall be st��.nda _ � n manufactured ventilators mounted on Penn, Sonotrol or ,..., Unibeam curb. Provide for hood to have minimum. 6 clearance from roof tt . j . Units must be Secured to meet region wind demands may imu . 2. Provide with bird screening. 4 . . ', if SEPT 1996 POLICE DEPT ADDITION & REMODELS,TIGAR.b 07710 - 1 5 t ..,.0 ..,,'gym O , .1.2:1L1- / . • L,. i l G i 3. Number as called for on drawings. A 2.03 ACCESSORIES , Not Used 2.04 FINISHES 1 A. PVC coated galvanized weather cover. PART 3 EXECUTION 0 3.01 INSPECTION ,. L. 1 A. Verify that roof membrane, base flashing, and other items r affecting work of this Section are in place and positioned correctly. " B. Beginning of installation means acceptance of existing conditions. 3.02 INSTALLATION A. Install components in accordance with manufacturer's instructions. e Coordinate B. C roofing membrane and base flashin, s with installation of components of this Section. . C. Coordinate g cement oorc�inate �installation and �oof�,x►� installation of sealants axe . � with work of this Section to ensure watertightness. • END OF SECTION SEPT 1996 DEPT mzQN CDEi l�aA, TD 7 e ��. . SECTION 07900 ,. JOINT SEALERS w. PART 1 GENERAL . 1.1 aECTION INCLUDES A. 'Preparing substrate surfaces-...- " B. Sealant and joint backing. ,, 1.�2 RELATED SECTIONS A. Section 03001 Concrete: Sealants required in conjunction with cast-din-place concrete. 1 B. Section 07240 Coated insulation system - Sealants required for coated insulation system. C. Section 07533 -- Elastomeric Sheet Roofing: Sealants required . in conjunction with roofing. �' D. Section 07620 Sheet metal: Sealants required in ,� '' . conjunction with metal roofing. E. Section 08111 -, Standard Steel Door Frame: Sealants required in Conjunction with door frames. F. Section 07240 Coated Systems: Sealants required in conjunction with aluminum windows, and joints, etc. G. Section 08800 - Glazing: Sealants required in conjunction with glazing methods. i 1.3 REFERENCES A. ASTM C790 - Use of Latex Sealing Compounds. B. ASTM C804 R- Use of Solvent Release Type Sealants. , C. ASTM C834 -- Latex Sealing Compounds. ., D. ASTM C91 Use of Sealants pp lant� in Acoustical A 1,icatians � E. ASTM C920 y- Elastomeric Joint Sealants. F. AS D1056 -- Flexible Cellular Materials - Sponge or EXpa,nded Rubber. G ASTM D1565 lex Flexible Cel lul ar Materials - Vinyl Chloride Polymers and Copolymers (Open-Cell Foam) . ... SEPT 1 96 POLICE DEPT ADDITION & REMODEL, TIGARD 07900 =- 1 • R. SWRI (Sealant, Waterproofing and Restoration Institute) -- Sealant and Caulking Guide Specification. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data indicating sealant chemical characteristics, -performance criteria, substrate ubstrate preparation, .,. limitations, and color availability. C. Samples: Submit three samples, 1/4 x 3 inch in size illustrating sealant colors for selection. D. Manufacturer's Installation Instructions: Indicate special procedures, surface preparation, and perimeter conditions , • requiring special attention. 2.5 QUALITY ASSURANCE , A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. • r 1.6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years experience. B. Applicator: Company specializing in performing the work of this section with minimum three years experience. 1.7 MOCKUP A. Field test: Prior to installation of joint sealers, field • I, s ea recommended in ASTM C �62heir adhesion to joint substrate tests sealers to demonstrate as recomma B. Construct Mockup speCified cl�up with spec;x.fie�3. sealant types and with other • components noted. C. Locate where directed D. Acceptable mockup may remain as part of the Work. `. 1.8 ENVIRONMENTAL REQUIREMENTS Maintain tem.. e ratty by and after installation. - the sealant A. p re and humidity recommended b manufacturer during 'a SEPT 1996 POLICE DEPT ADDITION & • g REMODEL, TIG • • „ • 1 yy, k.1'{ !' ;` 1.9 COORDINATION r 1 A. Coordinate work under provisions of Section 01039. B. Coordinate the work with all sections referencing this section. PART 2 PRODUCTS' 2.1 MANUFACTURERS A. Wet Sealants 1. Dow Corning Corporation, Midland, MI, Irvine, CA. 2. General Electric Co. , Silicone Products Division; Waterford, NY. • 3. Gibson-Homanas Co. ; Twinsburg, OH, Portland, OR. 4. Horn, A.C. , Inc. ; North Bergen NU. 1 5. Meadows, W.R. , Inc. ; Elgin, Il. 6. Pecora Corp. ; Harleysville, PA. 7. P.R.C. , Products Research & Chemical. 8. Protective Treatments, Inc. ; Dayton, OH. 9. Ponnebosn Milne n g Products Division, Rexnord Chemical r apolis, MN. . • 10. Thoro System Products; Miami, FL. 11. Williams Products, Inc. ; Troy, MI: '',; B. Dry Sealants ,, 1. Ill brick J BsA; Troy, M/. 2. F.R: Maloney. 3. Norton Company', Sealants Division;, ._ sa.on� Granva:lle r NY, Sparks, r NV 1 4' Protective Treatments Inc. ; Dayton, O 4. Pro H. P S. RU batex corp. ; Bedford, VA, Seattle, WA. 6. Williams P roducts, Inc: ; Troy, MI. l SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARb 07900 = 3 l II • 0 . l /� C. Backing Materials 1 1. Meadows, W.R. , Inc. ; Elgin, IL. j 2. Sonneborn Building Products Division, Rexnord Chemical Products; Minneapolis, MN. . a 3. Williams Products, Inc. ; Troy, MI. ;.... 2,2 WET SEALANTS . A. Sealant Color 1. Exposed joints, color to match adjacent surface as approved. 2. Concealed joints, manufacturer's highest performance color. B. One Component Interior Nonelastomeric Sealant 1. Acrylic-Latex, S-1: ASTIR C 834, Acrylic- Latex No. 1345 by Gibson-Romans, Esaply ALS by W.R. Meadows, AC-20 by Pecora, Sonolac by Sonneborn, Acrylicalk by Thoro System, Sikaflex 419/420 by Sika. C. One Com onent Exterior Elastomeric Sea's t p �,an s 1. Polysulfide, S-11: Hornflex-One by A.C. Horn, GC-9 by Pecora,, PRC 5000 by Products Research, Sololastic 1-Part by Sonneborn, Thorospan by Thoro System, Sikaflex 440 by Sika. 2. Polyurethane, S+12. Vulkem .>,r 45, by Maeco, • T 45 116 and 118 Sikaflex la by Sika, Dynaseal W-100 by Williams Products. 3. Acid type silicon rubber, 8-13: Silicon or 795 by Dow Corning, 1200 by General Electric, 863 by Pecora. 4. Non-acid type silicon rubber, S-l4: 790 or 795 by Dow Corning, Silpruf 2000 by General Electric, No. 1050 by Gibson 4-Hoivans. 5. Hypalon, S-17: Eternaflex Hypalon No. 1120 by Gibson- Homans. Neoprene,6 e.. opt:ene, S=-iS 4 Eternaf].eX Neoprene No. 1010 by Gibson- Homans D. One Component Interior Elastomeric Sealants 1. Nonacid type e si ll oon rubber sealant, ' 8 '1 5 a S.R.S. Paintab le by Corning, 1�V0 by General Electric. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 0790 - t99 07900 - 4 �� • 'a..r/. ... r...I.:... .n u.J ...,...,....... .......u;....nrm wW.i. u . ..«.. n......,., .i i,i Y 1d, ■ I itt r .p 2. Acid type silicon rubber sealant, S-16: Plumbing fixtures caulk by Dow Corning. E. Two Component Exterior Sealants 1. Polyurethane, 6-22: No. 1071 pour grade by Givso,n- Homans, 227 by Mameco, Sonolastic NP II by Sonneborn. 2. Polyurethane;* S-23: - No 1075 gun grade-by Gibson-Homans. a . ' F. Nonskinning Mastic Sealants I . Polyisobutylene Metal Seal Mastic, S-31: PTI 404 by Protective Treatments. 2.. Polyisobutylene Acoustical Mastic, S--3 2 Sound Control r 1 21 by Miracle Adhesives. 2.3 DRY SEALANTS A. Building Tape Sealants 1. Butyl Polyisobutylene, S-41: PTI 606 by Protective ., Treatments. 2. Foam Neoprene, S-42: ASTM D 1056, Closed Cell Sponge by ' i E.H. Maloney, 1040 Series NN1 by Williams Products. 3. Acoustical Foam, S-43: Adhasive one or both sides, PVC foam V-730 by Norton, Polyurethane open cell foam, 1320 Series by Williams Products. '1 . PVC Low Density Foam, S-44: V-770 by Norton. 5. PVC Medium Density Foam, S-45: V-780 by Norton. , f 6. Polyurethane Will-Seal by E�panding Foam, S-46: Illbruck/USA. B. Building gasket sealants; Solid Neoprene, S-51: Full Density by , Strips by tees Corp., 1200 Series by F.H.. . Maloney,ac�neC1cslre Stri � b Rubatex Williams Proccucts. 2.4 PREPARATION AND BACKING MATERIALS A. and primer/sealer: O'r� nt aver AS recommended by Sealant manufacturer Cleaner � cleaned, primed . � � � �� er� for the ��joint surface to be cleaned d arid �� . sealed, 9 i 7 r , B. Bond breaker, p i Polyethylene or other, plastic Self- adhesive tape,tcomp + compatible with sealant, which will not bond � t,4' to sealaht e � I .... SEPT 1996 POTICE D EPT ADDITION & REMODEL, TIGARD , w ... 07900 - 5 , , / I . ...,. .., ............... .Ai yr ..,i, .,,. ..d. ..,..,.. ., ,...... .. n. .......... � � i -. ..rn..a4n...ar.....,....' ,�,.r., u..,..,�,,..�...n, ...,.r.,....'� .,. ...,n,.�.,..w ......n...... .......... .. ........r..,.,., .,_....,. r 1. ` 1 . n c t. N 0 C. Sealant backer rod: Nonabsorptive closed cell compressible rod stock, compatible with sealant, which will not bond to sealant. Sonofoam by Sonneborn, Backer Rod by "W.R.', Meadows, u Expand-O-Foam Rod by Williams Products. i e. PART 3 EXECUTION 3.1 PREPARATION . .. A, Protection , 1, Protect adjacent exposed porous surfaces from sealant r contact with adhesive tape. 2, Cover floor, wall, and. ceiling surfaces prior to sealing ' floor, wall, and ceiling joints with wet sealants. B. Surface Preparation 1. Clean, prime, and seal joint surfaces as recommended by sealant manufacturer. - 2. Support sealant from back with construction indicated or w support with joint filler or backer rod where recommended . by sealant !manufacturer. 3. Install polyurethane backing tape sealant, behind backer rod at vertical expansion joints in exterior concrete and i masonry walls. 3 .2 INSTALLATION e) A. Color Selection: Use approved sealant color. B. Installation Technique: 1. Comply with manufacturer's printed instructions. 2. Install elan eric sealants nontraffic joints� o size �� � � � � ���Ins tom sealants in � .c t and shape indicated or with slightly Concave surface and depth equal to 100 percent of normal joint Ls id IA but more than � � inch and not less than � � °���-. �� � not z 1/4 inch. i • 3 . Install ela: mer` sealants in concrete ` st�al�: t° .._and shape d. e equal����.0 75 �percent of traffic joints to size an , f � � � � � q � � P and �not lest than 1 joint width, but ndt more than 5/8 inch a an 3/8 itch deep. 4o Install nonelastomeric sealants to size and shape pe .. i concave stirfa� . indicated or With slightly � e and depth from ` g y concav c 75 percent to, 12 5 percent of normal joint width 1�. SEPT 1996 POLICE DEPT ADDITION & TIGARD.. 07900 3.3 ADJUSTING i. A. Defective joints: Replace materials improperly installed as directed. 3.4 DAILY CLEANING ... A. Remove adhesive tape from edge of exposed joints after tooling. B. Remove excess sealant material and spillage promptly. r C. Remove tape adhesive from exposed adjacent surfaces. ° 3.5 SEALANT SCHEDULE A. Concrete to Concrete or Masonry 1. Exterior: S-12, S-17 S-22, or S-23. 2. Interior: S-i, S-17, S-22, or S-23. B. Concrete to Brick or Meta: • 1. Exterior: S-12, S-14, S-17, or S-23. 2',,. Concealed: S-32, 5-43, or S-46. 3 . Interior: S-1, S°'42, 5-44, S-45, or S-46. • C. Masonry to Masonry or Gypsum: 1. Exterior: S-12, S-17, or S-23 1 2. Concealed: 5-32, S-43, or S-46; 3. Interior: S-1, S-44, S-45. D. Masonry to Metal or Wood: 1.. Exterior: S-12, S-14, S-17, or S--23 . 2, Concealed: S-32 S-43 or S-46. 3. Interior: S-1, S-44, or S-45. ' E. Gypsum to Gypsum, Metal or High Pressure Laminate: • 1. Concealed: S-32, S-42, S-43, or S-46. E r 2-Interior: S - , S 42, 544, or Sw45. F Metal to Metal: I 1 . SEPT 111 1996 POLICE EMODELL TICARD 0 ' ..._• POLICE l3ElP�' ADDITION & � , 07900 =- 7 N s 1. Exterior: S-11, S 13, 5-17, S 18, or S-23. 2. Concealed: S-31, 5-41, 5-43, S-45, 5-46, or S-51. 3 . Interior: S--1, S-15, S-43, 5-44, or S-45. G. Metal to High Pressure Laminate: 1. Concealed: 5-32, SL-42i 5-43; or 8-46 2. Interior: S-1, S- 42, S-44, or 5-45. H. High Pressure Laminate to High Pressure Laminate: 1. Concealed: 5-32, S 43, S-44, or S-46. � 2. Interior: S-1, S-42, 5-44, or S-45s � I. Plumbing Fixtures or Equipment ent ,to Concrete, Tile or High Pressure Laminate: 1. Exterior: S-14, S°-17, S-22, or 5-23e 2. Concealed: S-32 or S-46. 3. Interior: S-15 or 5-45. END OF SECTION I pp� -& REMODEL TIGARD 07900 8 ADDITION w SEPT 1996 POLICE DEPT � *N , • • SECTION 08111 STANDARD STEEL RELITE WINDOWS, DOORS AND FRAMES (' PART 1 GENERAL II1.01 WORK INCLUDED A. Non-rated steel doors and frames. II n: B. Rated steel doors and frames. M 1.02 RELATED WORK A. Section 08210: Wood Doors. B. Section 08712: Hardware. C. Section 09900: Painting - Field painting of doors and frames. 1.03 REFERENCES A. DHI - Door Hardware Institute: The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. • B. SDI-100 - Standard Steel Doors and Frames. C. SDI-105 - Recommended Erection Instructions for Steel Frames. D. Door Frames - ASTM A366, A568 & 569. 1.04 QUALITY ASSURANCE A. Conform to requirements of SDI-107. 1.05 REGULATORY REQUIREMENTS Not Used 1 1.06 SUBMITTALS ' S r a: A. Sub it shop drawings and product data,, Indicate frame hardware, reinforcement, and location of configuration, . i cutouts for har ; , t, and finish. �• ' r I Indicate do or elevations, r el3 e. s, internal ernal reinfor c eme t and closure method; interior blocking for hardware - / attachment, and cu cuts for glaZing. SEPT 1956 P OLICE DEPT ADDITION1 & (REMODEL TIGARD 08 111 1 I I — n...iu.• m..0 r4... :..,.'it i ' i i ii i 1 „ P 1.07 DELIVERY, STORAGE AND PROTECTION A. Protect relites, doors and frames with resilient packaging sealed with heat shrunk plastic. - B. Break seal on-site to permit ventilation. PART 2 PRODUCTS * • 2.01 ACCEPTABLE MANUFACTURERS A. Amweld; Niles, OH (216-652-9971) B. Ceco Corp. C. Curries; Mason City, IA (515-523-1334) D. Pioneer Industries; Carlstadt, NJ (201-933-1900) E. Steelcraft, American Standard F. Republic Builders Products (901-352-3383) G. :Kreiger Steel Products (206-547-1382) H. Grand Metal Products Corp. (503-235-3105) 2 .02 DOORS AND FRAMES A. Exterior Doors: SDI-107 (extra heavy duty) Grade III Model 1 - included full flush unit exposed edge seams only. B. Interior Doors: SDI-107 Grade III Model 1 - Full flush • exposed edge seams only. C. Exterior Frames: i6 gage thick material. Commercial grade, Cold or hot rolled steel of core thickness sizes • required and/or iAdicated on drawings. D. Interior Frames: 16 gage thick material, core thickness • as reauired or sized on drawings; units of cold or hot rolled 6teol. 2. 03 DOOR CORE A. Core: 1. Interiors; Impregnated cardboard honeycomb 2, Exterior; Polyurethane or fiberglass insulation. " ; SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 08111 - 2 i , B, Insulated door insulation value of R-11.1, U = .09. 2.04 ACCESSORIES A. Rubber Silencers Resilient rubber. B. Anchors: Welded to frame. Three (3) per jamb 2 ' on ' ; center. 2. 05 PROTECTIVE COATINGS A Primer: Zinc chromate. Manufacturer's recommended standard. 2.06 FABRICATION r c' f A. Fabricated frames to be of full welded construction throughout. / B. Fabricate frames and doors with hardware reinforcement 1 h �, plates welded in place. Provide mortar guard boxes. Include all cutouts, reinforcing, drilling, tapping per ASTM A115 to accommodate required finish hardware. ' ; C. Prepare nonrated frame for silencers. Provide three single rubber silencers for single doors and mullions of . ( . double doors on strike side, and two single silencers on frame head at double doors without mullions. D. �� Close top edge of exterior door flush wit h inv e r t ed s te t.. 1 channel closure. Seal joints watertight. E. Prepare ire f _r.oL..t ega. doors cincl frames to meet requirements of NFPA No. 80, with Underwriters' Laboratories, Inc. , Warnock-Hersey International label, Factory Mutual label or ICBO approved as indicated on Door Schedule and , i required by all applicable Building Codes. F. Finishing: fabri 1 1. After 'cation, fill, dress, and sand tool marks i„ . and surf aCe imperfections to eliminate defects. 2. Chemically clean all surfaces. 3 Shop prime door and frame surfaces,faces i u s arg manufacturer's standard rust-inhibitive primer. 4.' Coat welds �in alvarxized. doors and frames with ' i. , zinc--rich prime coating. ,: • SEPT� 1996 POLICE D. EpT .ADDITION & REMODEL,E. L. , 'IG ARD 08111 - 3 c• —) , . ' • e• 0 II 1 • tj 2.07 FII I3H A. Interior Units: Manufacturer's standard primer. B. Primer: Manufacturer's standard. • PART 3 EXECUTION 3.01 INSTALLATION 4 ' A. install frames in accordance with SDI-107 and per " \ manufacturer's instructions. �� B. Install doors into frames with clearances specified in SDI-100. P. 4'. Coordinate with stud wall construction for anchor v, placement. r D. Install) roll formed . �' ed steel reinforcement channels between two abutting frames. Anchor to structure and floor. E. 'Fully fill exterior door frames with fiberglass ,. insulation and grout solidly. F. Seal opening between door frames and exterior walls with Wet or dry sealants as indicated on Drawings and specified in Section r 07900, Joint Sealers. C. Doors: 1. Fit doors to r frame providing clearances specified. in SDI-100. I 2. Install door a ftca+r field finishing. „. H. Relates (interior windows) : 1. Install�., 1/4 glass tempered as required per 1 float�� 1as� or ti UBC with removable stops and tape to h above full be 3 0 inc finish floor and f ., he g_�t unless � otherwise noted on plans, at width designated on drawings. 1 I Fire Rated Assemblies: 1. Install fx're rat, ad door and frame as.seiblies in t accordance with NFPA Standard No. 80. �. SEPT' 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 08111 - 4 l I I, ) I F , • ) , 'I *, * ,to : .,, :, A a 1 1 I • i . P r '' 2. Comply with requirements for fire rating indicated on door schedule. '1'. '', 3.02 ADJUSTMENTS I, A. Adjust door clearances and hardware placement to allow 1 y, smooth operation. p D. Seal openings between frame and wall as indicated on 1 :r drawings. ft -.r C. Defective work: Touch up scratched prime paint to match .: adjacent surfaces. I' 3.03 CLEANING T A. Clean all exposed surfaces of door, frame and hardware. 3.04 SCHEDULE ;;, A. See door anu frame schedule requirements on drawings. -\\.,4,, , i' , . , i I ., END OF SECTION r . . ..a /. .or 1 it it , t. ' u SEPT 1996 POLICE DEPT ADDITION & REMODEL TTGARD 08�11 - . . 5 A. J 4 • S . SECTION 08210 I,F WOOD DOORS H PART 1 GENERAL 1.01 WORK INCLUDED A. Wood doors. 1.02 RELATED WORK , • A. Section 08111: Standard Steel Doors and Frames. B. Section 08712: Hardware. C. Section 09900• Painting: Site finishing doors. 1.03 REFERENCES A. ANSI/NWMAI.S.1 Industry Standard For Wood Flush Doors (Includes Standards I S.1. 1 through 1.1.5. 1.7) . B. .AWI Quality Standards of Architectural Woodwwork Institute. 1.04 PERFORMANCE Not Used • o " 1.05 QUALITY ASSURANCE A. Conform to requirement of AWx Quality Standard Section � 1300 and 1400 Premium Grade. ANSI/NWMA I.S.1. 1.06 REGULATORY REQUIRAMuNTS Not Used 4 1,07 SUBMITTALS A. Submit, shop drawings and rail product data.r Indicate door elevations, stile and ra.�1 reinforcement and internal. blocking for hardware attachment. 6 x 6 inch in size S. Submit two ��� Samples e a.11.ustra ring finish for approval ��1 ��� the Architect. 1. :0 S DELIVERY,ERY', SToRAGE AND PROTECTION tr A. Package, deliver, and store ore doors in acco rdance with AW.. I ANSI jAW�A requirements. SEPT 199 POLICE DEPT ADDITION & REMODEL,aAEL, TI AR7 O821 C 1 • 4 ) n Y : , .1 vs 1.09 WARRANTY A. Provide five (5) year manufacturer's standard warranty for solid core wood doors. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS , A. Flush Solid Core Wood Doors: 1. Louisiana Pacific Corp. (503-221-0800) 2 . Columbia Door Division; Simpson Timber Company; Vancouver, WA 206-696-4031. rr 3. Eggers Hardwood Products Corp. ; Neenah, WI; 414-722-6444; Everett, Interior Construction Specialties, 206-624-7764. 4. Vancouver Door; Puyallup, WA 206-845-9581. 5. Weyerhaeuser Company; Tacoma, WA 206-924-2345. a 6. Cenco Door Systems; Portland (503-284-0024) 2.02 DOOR AND PANEL TYPES A. Flush Interior Doors: 1-3/4 inches thick; solid particle board core construction; plain sliced birch veneer faces. Paint grade. 2.03 DOOR CONSTRUCTION (AWI QUALITY STANDARD) , ., A. Solid. Non-Rated° � Mated Core: AWI Preen ium - PC5 or PC7. 2.04 PREFIT DOORS AT SHOP WITH TOLERANCES A Vertical edge: 1/8" B. Top.: 1/8" C. Bottom 1/2" d A . } D. Devel lock edge: 1/8" a,n 2 I1 2. 05 FLUSH DOOR FACING A. Flush Interior Door Veneer: Paint grade, rotary cut 1 birch. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD i PoI��C ... ..ARD 08230 - 2 , q ? 6J I u'i, w 2.06 ACCESSORIES Not Used 2.08 FABRI CAT I ON A. Fabricate doors in accordance with AWl Quality Standards ANSI,/NWMA I.S.1. requirements B. Premachine doors for finish hardware. PART 3 EXECUTION 3.01. INSTALLATION { A. Install doors in accordance with manufacturer's instructions. B. Machine cut relief for hinges and closers and coring for handsets and cylinders. C. Trim door width by cutting equally on both jamb edges to a maximum of 3/16 inch. D. Trim door height by cutting equally on top and bottom edges to a maximum of 3/4 inch. E. Pilot drill screw and bolt holes. Use threaded through bolts for half surface hinges. F. Prepare doors to receive finish hardware in accordance with AWI requirements. , ' G., nform to ANSI/AWMA re ARTY AN , ` , � Ga► �( requirements foie fit tolerances. 3.02 INSTALLATION TOLERANCES , ' ' t Not Used 3.03 ADJUSTING AND CLEANING for Adjust Adj A. smooth� for and balanced door Movement. 5 B. Refinish door bottom to match after cutting C. Damaged prefinished doors to be replaced. 3 .04 SCHEDULE door A. See � and frame Schedule on draW,ings o END OF SECTION EP 1996 POL ICE DEPT ADDITION & REMODEL, TIGARD 08210 3 4w_ M Y P SECTION 08520 IFALUMINUM WINDOWS SYSTEM PART 1 GENERAL 1.01 WORK INCLUDED A. Extruded aluminum windows with fixed operating sash. B. Glass and glazing see elevations for location of reflective glass. 1. 02 RELATED WORK A. Section 06001: Rough Carpentry: Framed opening. B. Section 06112: Framing and Sheathing. i C. Section 07900: Joint Sealers: Perimeter sealant and back-up materials. !. 1.03 REFERENCE A� ANSI/AST1 E283 - Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors. I,� Performance of Exterior B. ANSI/ASTM E3 3 0 Structural Per Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. C. ASTM B209 - Aluminum and Aluminum-Alloy Sheet and Plate. 1.04 SYSTEM DESCRIPTION A. Window System 1. Windows with fixed sash. 1.05 PERFORMANCE A. • . Window e components . to provide tor p 17 can tracti o n used by a cycling tem p eratur range of 170 F d eg re es without causing detrimental effects to components. B. and size members P ' tu t;o w�:th �a.insu�ti.anloa�s wind • o z loads caused b.. . sure and as calculated... - ��in acy pres � � d�� cordance with UBC code. StPT 1996 POLICE DEP T ADDITIO N & REMODEL, T Is AkD 0 8520 - 1 • C. Limit mullion deflection to 1/200 or flexure limit of glass with full recovery of glazing materials, whichever is less. D. Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to exterior. I I• E Limit air infiltration- through assembly ' to. 0.06 Cu i ft/mn/sq ft of assembly surface area, measured at a >;'' reference differential pressure across assembly of 0.3 inches water gage as measured in accordance with ANSI/ASTM E283. . 1.06 DELIVERY, STORAGE, AND HANDLING A. Provide wrapping strippable coating to protect � . prefinished aluminum surfaces. 1.07 WARRANTY A. Provide one year manufacturer's warranty. B. Warranty: Cover complete window system for failure to meet specified requirements. li . PART 2 PRODUCTS : • 2.01 ACCEPTABLE MANUFACTURERS' 1 ACCE�TA NOT USED 2 .02 MATERIALS • I A. Extruded Aluminum: 1. 6063 - T5 alloy. 2. Internal members; 1 inch. 3. Solid sections; 0.125 inch. 4. Tubular Sections . • . ions with webs combined thickness; 0. 188 inch. B. Primer: Manufacturer's standard, P` 2.03 FABRICATTD COMPONENTS A. V-1611 & V., 1610. St. n ,1 . steel per ASTM A164 �& 5: B. � �"a eners a� �Stai less s I I C • SEPT 1 9 ,, � P�.. ADDITION I Sc REMODEL, TIGARD 0$�2 0 2 SEPT 90 LICE DEPT �I I I • I I I I I 1 r F ' )l' , k 1 r F , 2.04 GLASS AND GLAZING MATERIALS A. Glass and Glazing Materials: Specified in Section 08800. r'1? B. Glass sealed insulated units of float glass - match existing units. ' ''. C. All interior glass thickness and types to be according to P U.B.C.— .B.C. 2.05 FABRICATION A. Fabricate windows allowing for minimum clearances and shim spacing aro;a.nd perimeter of assembly, yet enabling installation. B. Rigidly fit and weld joints and corners. Accurately fit and secure corners tight. Make corner joints flush, hairline, and weatherproof. Seal corner joints with sealant. C. Develop drainage holes with moisture pattern to exterior. D. prepare compcjnents to' reCeive anchor devices. Fabricate ,, anchorage items. E. Provide internal reinforcement in mullions with galvanized stainless steel Members to maintain rigidity. , [ 2.06 FINISHES A. Exterior Exposed Aluminum Surfaces: Match existing exterior units. B. Interior Exposed Aluminum Surfaces: Match existing 4. interior units. _ , C. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar materials. ') .. PART ,CT .. :. 3 ESE 'LION ' ') i 3 .01 INSPECTION o¢j A. Verify wall openi,; g5 and adjoining air and 'vapor seal materials are ready to receive work of phis Section. in of installation B. Beginning i stallation means aCCe Lance of e�istin conditions r ,. SEPT 1996 POLICE DEPT ADDITION & REMODELS, TIGARD 08520 - 3 . > 4 +k _ 1 n r A iJ A r ri r 3.02 INSTALLATION i A. Install window frames, glass and glazing xn accordance . with manufacturer's instructions r B. Use anchorage devices to securely att<<ch frame to structure. C. Align window frame- plumb. arid- level,- free of warp or twist. Maintain dimensional tolerances, aligning with °I adjacent arks • I' D. Coordinate attachment and seal of air and vapor barrier materials. Install under sill fiashings. E. Pack fibrous insulation in shim spaces at perimeter to maintain continuity of thermal barrier. G; t F. Install glass using exterior wet combination dry method of glazing. G. Install perimeter type sealant, backing materials, and installation requirements in accordance with Section r 07900. Apply sealant to ends of sill for watertight. seal. pI H. Ad. ust operable hardware for smooth operation and tight it of sash. I. Install pass thru window according to manufacturer's directions. 3.03 CLEANING protective material from prefinished A. Remove pr©tec material p � ed aluxitinum ' , surfaces. B. Wash down exposed surfaces using a ' • _ s t ,tion of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to Yove dirt corners.ne rs. ope surfaces clean. C. Remove excess sealant by moderate us se of mineral_ ral..spirits ne or other solvent acceptable to sealant manufacturer. END or SECTION SEPT 1996 POLICE DEPT ADDITION & REMODEL, TI OIL 0 8520 '- � SECTION 08712 r DOOR HARDWARE PART 1 GENERAL II1.1 SECTION INCLUDES A. Hardware for',wood ,doors.. • . 1 B. Thresholds. Co Gasketting. E. Door Schedule - see Drawings 1.2 WORK INSTALLED AND FURNISHED UNDER OTHER SECTIONS q Not used. 1.3 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS Not used 1.4 RELATED WORK ' A. Section 08112 - Standard Steel Frames. B. Section 08360 .- Sectional Overhead Doors. , 1.5 REFERENCES A. AWI Architectural Woodworking Institute Accessible to and BHMA ...- Builders Hardware Manufacturers Association C. DHI - Door and Hardware Institute D. SDI -- Steel Door Institute 1.6 COORDINATION i Coordinate work of this SeCtaon wit h other directly tly... of eo ted Sections involving manufacturer of any internal reinforcement for door hardware. 1.7 QUALITY ASSURANCE ^; A. �ariufaotUrers e Com p anies specializing in marufac..tUri nc door hardware with minimum five (5) yearn eaperiende. SEPT 1996 POLICE DEPT ADDITION F,� & REMODEL, TICARD 08712 - I E a C tiyG 1, It B. Hardware supplier to have in his employment an experienced �6 hardware consultant who is available for project hardware consultation to Architect. 1.8 REGULATORY REQUIREMENTS ' , A. Conform to applicable code for requirements applicable to fire rated doors and frames. I a. applicable sections of Chapter 5 of NFPA 101 B. Conform to the ppl � ap r • 1.9 CERTIFICATIONS A. Supplier's Hardware Consultant will inspect complete installation and certify that hardware and "'Istallation has W:aJ been furnished and installed in accordance with manufacturer's instructions and as specified herein. F. I , B. Provide two (2) copies of certifications to architect. 1.10 SUBMITTALS A Submit schedule, shop drawings, and product data 1.11. OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data. w B. Inclu de data on operating! hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1. 12 DELIVERY, STORAGE, AND HANDLING A. Package hardware �aems ind iv�dually label and identify F ` package with door opening code to match hardware schedule. B. Protect by cataloging and storing hardware from theft b cataloging a in secure area. 1.13 WARRANTY r ?,. ProVide five (5) year warranty. 1.14 EXTRA STOCK p n NOT USED 1.15 MAINTENANCE MATERIALS SEPT 193 G POLICE... DE T... ADDI TION & REMODEL, TIGARD 08712 - 2 • {• M1M1 A. Provide special ° p �.al wrenches and tools applicable to each different or special hardware component B. Provide maintenance tools and accessories supplied by hardware component manufacturer. 1.16 FIRE DOOR LABELS ° A. Provide hardware- for fire-�°aced•opena.ngs in-compliance with AIA (NBFU) Pamphlet No. 80 and NFPA Standard No. 80. B. Provide hardware which has been tested and listed by Uewrs' on rd , of doors no reiterquired Lab and tor complies es, Inc wit h,for the the requirements types and for sizes tie door and door frame labels. C. Where panic exit devices are required for fire-rated doors, provide U.L. label on exit device indicating "Fire Exit Hardware". . r 1.17 SEQUENCING A. Surface mounted hardware: Do not install surface mounted items until Site finishes have been applied and cured. PART 2 PRODUCTS 2.1 SUPPLIERS Not used. 2.2 ACCEPTABLE MANUFACTURERS REQUIRED ITEMS PER DOOR 'S A. Butts: Lawrence, McKinney, Stanley d 1 pr. -T2714 4 '��, x 4/12 B. Lock and Latch Sets: Sargent in /LeMer Handle - see plan for Lock or Latch C. Cylinder Locks: Medco 1 - @ Lockset D. Closers: Sargent; LCN, Norton 20-8046-20 1 @ each doer E. Stops: Glynn-Johnson Quality 1 per door P. Silence rs Gl rn-Johnson; Ives per Mfg req. } Kick plates: in po BBL Brookl tGl.r7•' Y � � � � � � �?� � �' � e5153, 32" x 32" 1 per door H. Smoke Gaskets: Penko Reeser Zero per . r 1 set ser door S EPT 1956 POLICE D EPT ADDITION REMODEL TIGARD 08712 .� 3 w r M . liNINNININEMIINERMIMMINNEMNOMOMMINOIMIIIIINIMIPr p r - r 2.3 KEYING A. Door Locks: master keyed including construction keying. Control keying for core removable cylinders. Key per Owner's , .� • requirement. B. Supply two (2) keys for, each lock. 2.4 MANUFACTURED UNITS 4. A. Provide full mortise butts in exam width required to clear projection of trim. B. Provide butts with flat tips and retainer device to prevent rising during use. , C. Provide butts for exterior out-swinging doors and except where noted with nonremovable pins. D. Latch and Lock Sets: - See Plan for type 1. Design: Lever satin chrome plated by. Sargent. 2. Strikes: Provide locks and latches with curved lip box , strikes in matching metal v nd finish. E. Surface Door, Closers: • 1. Type: Liquid-controlled. LCN 2.5 FINISHES A. All items sham have satin (dull) chrome finish. (26D0 matching existing units. 2.6 HARDWARE ACCESSORIES 9 A. Fasteners 1. Fu rni sh screws for installation, with each hardware item. . •• 2. Provide Phillips flat-head t-h e ad screwS to lat ch the fin zs: h of adjacent surfaces. 3. Where available, rovide e _ lei fastners for units Which are exposed when ts Or is closedlharcwarP g 4. Avoid use through bolt head .., a,d the the b + . ... , � or nut use of t u �i bolts where ) on the opposite face IS eXposed e R • ,. . �ITP1 1996 POLICE DEPT ADDITION & REMODEL, TIGARD D a8712 - 4 A K �r- 5. Where it is not possible to adequately reinforce .the door, use machine screws or concealed fastners with flush heads. 6. Provide fasteners which are compatible with both the unit fastened and the substrate. 2.7 HARDWARE MOUNTING HEIGHTS r. A. Where hardware mounting heights are not indicated in other sections of this specification, use the following heights as a guide: I. Top Hinges,:. 5" header rabbet to top of hinge. 2. Bottom hinge: 10" finish floor to bottom of hinge. 1,4 3. Center hinge: Equal distance between top and bottom hinge. 4. Locksets/latchsets: 36" finish floor to center of knob. 5. Deadlocks/deadlatches: 660" finish floor to center of cylinder. 6. Kick plates: 2" from each side and bottom. 7. Other hardware: Heights as recommended by manufacturers. PART 3 EXECUTION 3.1 INSPECTION A. Verify that doors and games are ready to receive work and dimensions are as instructed by the manufacturer. B ' eginni ngof instal installation means acceptance of existing conditions. 3.2 INSTALLATION A. Install tal l hardware in accordance with manufacturer's l . nstructions, requirements of SDI and Awl. E. Installation of Recessed Door Hardware on Site•..' Hardware .tit Finished Surfaces 1. � cutting fitting is required sd to install katdwarein site f n shed surfaces, install hardware and • the n remove and store hardware in a secure • place during application of site finish. f SEPT 1596 POLICE DEPT ADDITION & REMODEL,.. ' TIGARD 08712 - 5 • >Y 1 ¢. Vii , 2. After completion of the site finish, reinstall hardware. C. Installation of Surface Mounted Door Hardware 1 Install kickplates with oval-head full-thread screws, spaced uniformly at a minimum of 5" on center along kickplate perimeter. 2. Install thresholds_ with' a* positive osi anchoring v p device or :. lead expansion shield and anchor bolts. 3. Set thresholds h ds 1 in mastic c m sealant, . S°3 0 1 r tape sealant, S-46. 3 .3 OPERATING HARDWARE ADJUSTMENTS A. Check and adjust operating hardware and each door operation to ensure proper operation. B. Lubricate moving parts with type of lubrication recommended by manufacturer. C. Use graphite or WD 40 type if no other lubrication is recommended. D. Replace hardware which cannot be adjusted and lubricated to operate freely and smoothly as intended. • ), : E. Adjust door control devices to compensate for final operation • of heating and ventilating equipment. F. Contract closeout adjustments: Where hardware installation is made more than one month prior to occupancy of a space or °: area, return to the work during the week prior to occupancy, and make a final check and adjustment of all hardware and doors. 3.4 SCHEDULES AND LEGENDS r'.. A. Door Frame Schedule and Door Identification: Coordinate door using the legend as shown on the following pdoor numbers frame groups, door types, hardware type, and �,y i � + .mil pages. B. Door Type Schedule: Supply door types as shown on the following pages. See Drawings for total number of and .. location of doors. 3.5 SCHEDULE AND DOOR TYPES r) H: Groups: (matching existing ting units) n hollow metal frame p , � All doors (to match door fire rating) unless noted. SEPT 19 9 6 POLICE DEPT ADDITION & REMODEL, TIGARD 08712 - 6 1 SECTION 08800 GLAZING �; ' ,F= , PART 1 GENERAL 11• 1.01 SECTION INCLUDES A. Glass,° plastic* and glazing* for hollow metal work, . windows, glazed walls, doors, etc. 1.02 RELATED SECTIONS A. Section 07900 - Joint Sealers: Sealant and back-up k material. D. Section 08111 - Glazed doors. C. Section 08410 - Aluminum Entrances and Storefronts. D. Section 08520 Glazed windows. 1.03 REFERENCES A. ANSI/ASTM E330 - Structural Performance of Exterior L r I. Windows, Curtain Walls, and Doors by Uniform Static Air Pressure. Difference. B. ASTM E774 - Sealed Insulating Glass CUnits. C. FGMA Glazing Manual. D. FGMA - Sealant Manual. „ E. Laminators Safety Glass Association - Standards Manual. F. SIGMA -a Sealed Insulated Glass Manufacturers AsSoeiation. 1.04 PERFORMANCE REQUIREMEN TS A. Glass and materials of this Section s hall provad e : continuity of building enclosure vapor and air barrier: Per local Codes. utilize ti 1. � �TO �a� e �`� �� . � � pane of multiple pane sealed the inner pan l le a units for the continuity of. the air and vapor seal. 2. Maintain continuous air and vapor barrier throughout glazed assembly from glass pane to heel 1 bead of glazing sealant. ICE 1996 PO;.. DEPT ADDITION & REMODEL' TIGARD 08800 1 ' SEPT � 4 , , ° B. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass as calculated in accordance with UBC code. c,u Limit glass deflection to 1/200 with full recovery of glazing materials. r 1.05 SUBMITTALS // A. Submit Product Data on Glass and Plastic Types Specified: Provide structural, physical and environmental. ; characteristics, size limitations, special handling or installation requirements. t' B. Product Data on Glazin g Compounds:ounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors. C. Manufacturer's Installation Instructions: Indicate ;. I special precautions required. D. Manufacturer's Certificate: Certify that sealed insulated glass, meet or exceed specified requirements. 1.06 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual , FGMA, Sealant Manual and SIGMA W Standards Manual for r _ glazing installation methods. 1 1.07 MOCKUP Not Used 1.08 PRE-INSTALLATION CONFERENCE Not Used 1.09 ENVIRONMENTAL REQUIREMENTS in 1 9 A. Do not inStali glazing when ambient temperature iS less than 50 degrees F. • B Maintain u� ambient temperature before, during and 24 hours after installation of glazing compounds. • 1. 10 FIELD MEASUREMENTS . I A. Verify that field measurett ent�s a:r e as i ndiCated oh shop 1 �. Drawings. SEPT 196 POLICE DEPT ADDITION & REMODEL, TIGARD 08800 - 2 bE � • i, , f .„1, I, l'.t 1.11 ( COORDINATION w A. Coordinate the Work with glazing frames, wall openings, and perimeter air and vapor seal to adjacent Work. `, 1.12 WARRANTY r A. Provide five (5) year manufacturer's written warranty. ' B. Warranty: Include coverage for sealed glass units from seal failure, interpane dusting or misting, and j p re lacement of same. PART 2 PRODUCTS 2.01 MANUFACTURERS ._ GLASS MATERIALS q i A. Libby-Owens-Ford Glass Company. '' f B. PPG Industries, Inc. il 0; C. ASG Industries, Inc. n D. Substitutions: Per Architect's written approval. 2.02 GLASS MATERIALS • , A. Clear Float Glass: (Noted as "F" glass type. ) Furnish ' F conforming to Fed. spec. DD-G-451D clear Type I, Class I quality "q3" except use quality "q2" for mirrors, 1/4 inch nominal thickness unless otherwise shown. B. Clear Plate Wired Glass: (Noted as "W" glass type. ) Furnish conforming to Fed. Spec. DD-G-451D, clear 4 inch thickness, diamond mesh • : ;,.� polished plate glass 1 j e <. Wire; reinforcing, U.L. listed. f C. Clear Fully Tempered Plate Glass: (Note( as "T°' glass type. ) Furnish conforming to Fed. Spec. DD--G-1.a03B, '£ fully tempere, clear, 1/4 inch thickness, similar to LOF I'uf--Flex' D. Insulating Clear Float Glass Units: (Glass Type "I-CG") i• Outside-lights:ligYztss Furnish clear float glass, 1/4 inch nominal thickness, conforming � � � I g to Fed. Spec. DD-G-�451D sizes required allowing for expansion .. � of glass a 1 • re' fired a and contraction a o g� nd aluminum framing members. 2.' In� de�lights ti Furnish same as Specified above far i outside lights. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 08800 3 I, . 1 l 3. Air space: Provide air space between lights of 1/2 , inch nominal. 4. Insulating Clear Tempered ed Safety Glass Units:: (Glass Type "I -CTG") i. E. Insulating Clear Float Glass Units: (Glass Type "I-CG") .� 1. Outside-'lights: Furnish clear' fully tempered plate glass, 1/4 inch nominal thickness, conforming to � Fed. Spec. DD-G-1403x3, similar to LOF ' Tuf-Flex" u: • clear tempered safety glass, or approved manufacturer's equivalents as listed under this . : Section, or approved; sizes as required allowing ` for expansion and contraction of glass and aluminum framing 'members. 2. Inside-lights: Furnish same as specified above for outside lights. 3 . Air space: Provide air space between lights of 1/2 w . < inch nominal. F. Insulating Integrally Colored Float Glass Units: (Noted as "I-FG" glass type) . ,, 1. Outside-lights: Furnish colored float glass, 1/4 inch nominal thickness, conforming to red. Spec. -. -� DD- -451D, grey tinted, with a light transmission 0 f of in less than 42 o and with. a. h a shading co- ' , efficient of not greater than 0.67 ' sizes as required allowing for expansion and contraction of glass and aluminum framing members. 2. Inside-lights: Furnish clear float glass, 1/4 inch ,` nominal thickness, conforming to Fed. Spec. DD-G-451D; sizes as required allowing for expansion r;. and contraction of glass and aluminum framing ;,, members. 3. Air space: ProVide air space between lights of 1/2 inch nominal. ' G. Insulating Colored Tempered Safety Glass Units: ' °�� � � g Tempered Safety Units: (Noted aS "I glass type. ) 1. Outside lights: Furnish colored fully tempered 41 toFed Spec Spec. G14o3Bsn thickness, conforming plate glass, / 1 filar to LOF "Tuf-Flex" -, grey tinted ed tempered safety�� g or - manufacturer's e guivale� as listed under this ._, Section, or approved, with a light transmission of . SEPT 1996 POLICE DEPT ADDITION TIGAR:t7 088O0 - • a . not 1.w s than 42% and with a shading coefficient of not greater than 0.67 ' sizes as required allowing for expansion and contraction of glass and aluminum framing members. 2. Inside-lights: Furnish clear fully tempered plate glass, 1/4 inch nominal thickness, conforming to Fed. Spec. DD-G--1403B, similar 'to LOF "Tuf°-Flex" clear - tempered' safety glass, or approved manufacturer's equivalents as listed under this Section, or approved; 6i'Aes as required allowing for expansion and contraction of glass and aluminum .... framing members. `. 3 Air Space: Provide air space between lights of 1/2 inch nominal. H. Insulating Reflective Float Glass Units: (Noted as "I-RG" glass type. ) ' 11 1. Outside-lights: Furnish reflective glass, 1/4 inch •' nominal thickness, similar to LOF 'eEdlipse Blue Green" and silver pyrolytic coating, with a minimum light transmittance of 33%; a daylight minimum of 45%• and a shade reflectance (daylight exterior, , coefficient of not greater than 0.45. Sized as .. required to allow for expansion and contraction of glass and framing member. 2. Inside-light: Furnish clear float glass, 1/4 inch : nominal thickness, conforming to Fed. Specs. DD-G-451D; sized as required to permit proper expansion and contraction of glass and framing members. 3. Air Space: 1/2 inch nominal between light panels. I. Insulating Reflective Tempered Safety Glass 'Units: 4• (Noted as "I'-RTGt' glass type. ) •., .;. '� ' Outside-lights: Fuxris x tempered reflective glass, , 1/4 inch ,. nominal thickness conforming to Fed. _ Specs. D -1403B,0 bright silver pyrolytic coating similar to LOF Eclip se Blue Green" With a , minimum� light transmittance of 33%; a daylight minimum reflectance of 45%; and._. a shade coefficient is ien 4 .'_ + of not greater than 0„45. Sized as required to for expansion e allow x and contraction of glass and V' � frame. a 2 . Inside-lights:f P c fully tempered ate glasS, 1/4 inch nominal ti ckness conforming to SEPT 1996 POLICE DEPT ADDITION & RF N. OD, F3 i, TI ARD O8800 5 H h r... 1 1 Fed. Specs. DD--G-1403B, Similar to LOF "Tuf-Flex°' v . clear tempexred safety glass or Architect's approved 0• • equal. Sized as required to allow for glass and frame expansion and contraction. 3. Air Space: Provide 1/2" air space between Lights. ,,n 2.03 MANUFACTURERS - PLASTIC SHEET MATERIALS NOT USED 2.04 PLASTIC SHEET MATERIALS NOT USED 2.05 MANUFACTURERS "- GLAZING COMPOUNDS A. Maloney Company: 713-223-3161. B. Norton Sealants. C Standard Products Company: 419-734-2181. D. Substitutions: Per Architect's written approval. ` 2. 06 GLAZING COMPOUNDS A. Polysuiphide Sealant (Type GC--D) : FS TT-S-00227, Class A Type II; two component; cured Shore A hardness of 15-25 color to match existing - 20 year resistance to normal deterioration. B. Silicone Sealant (Type GC-F) : FS TTt-S-01543, Class A; single component; chemical curing; capable of water immersion without loss of properties; cured Shore A hardness cif 15-25;2� color to match existing. 2 .07 GLAZING ACCESSORIES A. Setting Blocks: Neoprene or EPDM, 80 - 90 Shore A meter hardness length square dare , x�gth of 0.�. inch for each. ;� foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch x height to suit glazing 1 method and pane weight and area. Sp Shims: Neoprene, 5 0 60 Shore A durorneter B. Spacer Ides Irene;. -- 0 Sh hardness, minimum 3 inch long x one half the height of the glazing stop x thickness to suit applica :io.l. C. G laz in g Ta pe: Preformed r e d but l compound; 10 - • io r e A ii- durometer hardness; coiled on release papa.., ; no SEPT EPT ADDITION & REMODEL, T' T 1996 POLICE REMODEL, .LGARD 0800 - 6 • ,fat' � appreciable deterioration for 3000 hour test in Atlas j Weatherometer. f . D. Glazing Clips: Manufacturers standard. type. 2. 08 SOURCE QUALITY CONTI7OL AND TESTS , i A. Provide shop inspection and testing for glass. : • Is B. Test samples in accordance with ANSI 297.1 and ASTM E773. ~.. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that openings for glazing are correctly sized and within tolerance. B. Verify that surfaces of glazing channels or recesses are clean, fret, of obstructions, and ready to receive glazing. 3.02 PREPARATION ' . ( AB dean contact surfaces with solvent and wipe dry. . Seal porous glazing channels or recesses with substrate .- compatible primer or sealer. CP Prime surfaces scheduled to receive sealant. 3.0? INSTALLATION 1. A. Standards & Performance 1. Watertight and airtight exterior installation in .1 required. Installation must withstand normal temperature changes, wind loading, impact loading (for operating sash and failure of sealants or gaskets to remain watertight and airtight, N. deterioration of glazing materials and other defects in the work. 2. Protect glass from edge dmage at all times during d . handling, installation and operation of the building .. 3. Glazing channel dimensions a intended to ro s as shown are �.n y ...Vaal for nice 1 earance�l and bite ade adequate glass, i '.: minimum edge o q sealant "r, : 1 thicknesses, with reasonable tolerances. Glazier EPT 1996 POLICE DEPT ADDITION & REMObEL TxGAktD 08800 - 7 I • f s A ' • ' is responsible for correct glass size for each r• ' opening, within the tolerances and necessary dimensions established. 4�. Comply strictly w th reco mm endations of glass � . manufacturer and manufacturer of seal ants and other materials used in glazing except where manufacturer's technical representatives direct otherwise in writing.- 5. Comply with "Glazing Manual" by Flat Glass .:d. Marketing Association except as specifically recommended otherwise by the manufacturer of the glass and glazing materials in writing. 6. Inspect each piece of glass immediately before , . installation, and eliminate any which have , i . observable edge damage or face ixperfections. ,.. 7. Unify appearance of each series of lights by setting each piece to match existing. Inspect each piece and set with pattern draw and bow oriented in s' the same direction as other pieces. 8. Install polysulfide sealants as recommended by the sealant manufacturer. " 9. Install insulating glass units to comply with recommendations by Sealed Insulating Glass Manufacturers Association or recommended by glass and sealant manufacturers. 3 . 04 GLAZING A. Install setting blocks of proper size at quarter points of sill rabbet. Set blocks in thin course of the . heel bead compound, if any. B. Provide spacers inside and out, and of proper size and spacing, for all glass sizes larger than 50 united inches, except where gaskets and used for glazing. I-' Provide 1/8" minimum bite of spacers on glass and use e equal except with sealant thickness q l to. sealant lant width, exce' p ape, use thickness slightly less than final compressed thickness of tape C. Voids and Filler Rods: exudation of sealant or compound by forming voids or installing filler rods in ` the channel at the heel of '.i' ;• .:, jambs and head (do not leave voids in the sill Channels) except as otherwise indicated" de. di y size _ thickness and type of ,. �� , pend'ricx on light s� glass, and complying with manufacturer's recommendations. SEPT 995 POLICE DEPT ADDITION & REMODEL, TzGPRD 08800 o �;. ,,t} D. Do not attempt to cut, seam,) nip or abrade glass which is tempered. E. Force sealants into channel to eliminate voids and to ensure complete "wetting" or bond of sealant to glass and 1 channel surfaces. ` F. Tool exposed surfaces of" glazing liquids and compounds to. provide a substantial "wash" away from the glass. Install pressurized tapes and gaskets to protrude slightly out of the channel, so as to eliminate dirt and moisture pockets. Clean and trim excess glazing materials from the glass and stops or frames promptly after installation, and eliminate strains and discolorations. G. Where wedge-shaped gaskets are driven into one side of the channel to pressurize the sealant or gasket on the opposite side, provide adequate anchorage to ensure that gasket will not "walk" out when subjected to dynamic movement. Anchor gasket to stop with matching ribs, or by proven adhesives, including embediment of gasket tail ' in cured heel bead. H. Gasket Glazing: Miter cut and bond ends together at corners where gaskets are used for channel glazing, so .• , that gaskets will not pull away from corners and result •• in voids or leaks in the glazing system. 3.05 INSTALLATION MIRRORS NOT USED ' 3.06 CURE, PROTECTION & CLEANING , A. Cure glazing sealants and compounds in compliance with manufacturer's instructions and recommendations, to , obtain ' high early bond strength, internal cohesive strength and surface durability. B. Protect exterior glass from breakage immediately y upon :. installation, by attachment of crossed streamers to framing held away from glass. Do not apply markers' of anY type to surfaces of glass. replace glass which Y is broken, C. chip ed cracked abraded orgdama damaged in other Ways including natural causes the Construction perio d i .nclud n g accidents and vandalism. 15 9 6 POLICE DEPT ADDITION' & R, . . . - 9 SEPT POLICE �`P�',IoZ7EL, T�+GARI� C�$g00 r A • Ai D. Maintain glass in a reasonable clean condition during construction, so that it will not be damaged by corrosive action and will not contribute (by wash-off) to the r1 deterioration of glazing materials and other work. i E. Wash and polish glass on both faces not more than four ri (4) days prior to Owner's acceptance of the work in each area. Comply with glass manufacturer's recommendations. END OF SECTION • a , • r SEPT 1956' POLICE DEPT ADDITION & R E M ODEt TlGARD 48800 10 , w �' • ,, A • �s6 SECTION 09260 GYPSUM BOARD SYSTEMS PART 1 GENERAL .. . SECTION INCLUDES A. Metal stud wall. 'framing. 4 ' , }' B. Metal channel ceiling framing. C. Acoustical insulation. D. Gypsum board. E. Gypsum sheathing. F. Taped and sanded joint treatment. G. Texture finish. r H. Cementitious backer board. 1.2 PRODUCTS INSTALLED LED BUT NOT FURNISHED UNDER THIS SECTION Not used. 1.3 RELATED SECTIONS .' A. Section 07213 - Batt & Blanket Insulation: Thermal insulation. B. Section 08111 - Standard Steel Frames. C. Section 08210 - Wood Doors D. Section 09900 - Fainting. Surface finish. ,: R 1.4 REFERENCES . A. ASTM C36 - Gypsum Wallboard. B. ASTM C79 - Gypsum Sheathing Board. • C. ASTM C 442 - Gypsum Backing Board and Core Board. I eatmASTM - Joint Tr ent: �;.• D. �,51'M 04751 0'oi Materials. for Gypsum Wallboard yY 1 . n� Construction. :.. E. ASTM C630 - Water Resistant Gypsum Backing Board. SEPT 1996 POLICE DEPT ADDITION F. REMODEL, TIGARD 09260 - 1 fi .. � r [I r, F. ASTM C645 - Non-Load (Axial) Bearing Steel Studs, Runners ,,..„ ^ Traci and Rigid Furring Channels for Screw Application of Gypsum Board ... ,. G. ASTM C665 - Mineral Fiber Blanket Thermal Insulation for ' ' ' Light Frame Construction and Manufactured Housing. H. ASTM C754 - Installation of Framing Members to Receive Screw L- Attached Gypsum Wallboard, Backing Board, or Water Resistant Backing Board. :q I. ASTM C840 - A pp lication and Finishing of G yp sum Board. p J. ASTM C931 - Exterior Gypsum Soffit Beard. K. ASTM C1002 -- Steel Drill Screws for the application of gypsum ,, • Board, {. t. L. ASTM E119 - Fire Tests of Building Construction and Materials. M. GA-201 - Gypsum Board for Walls and Ceilings. N. GA-216 - Recommended Specifications for the Application and Finishing of Gypsum Board. . ' 0. GA-600 - Fire Resistance Design Manual. , . . ° P. U'BC Standard No, 47-6. 1 .5 SYSTEM DESCRIPTION Not used. 4 +;•, 1°.6 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on metal framing, gypsum board, j oint tape and finish. C. Submit Underwriter Laboratories, Inc. , design number and CABO NER reports for fire rated wall and ceiling assemblies. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with ASTM C840, GA-201, GA-216 GA-600 and local jurisdictional requirements. B. Maintain one copy of each document on site. 1.8 QU` LIFICATIQNS SEPT 1996 POLICE.� E DEFT ADDITION & REMODEL, TIGARI? 05260 2 I +H•` �;�- A. Applicator: Company specializing in performing the work of • • this section with minimum five years documented experience. 1.9 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies. PART 2 PRODUCTS .� ' 2.1 COMPONENTS A. Steel Framing Components: " 'I . 1. Wide Flange C--Studs and Track: ASTM A 446, Grade A, 33 ksi for gage framing, punched load-bearing steel C-studs, 1-5/8 inch flange and 1/4 to 1/2 inch long stiffening 1. lip, see Drawings for sizes. 2. Light Gage C Studs and Track: ASTM C 645, 2 5 gage, G-60 zinc-coated teel with knurled flanges and extended leg top runrter: .;o prevent structural loading of studs. 3. Screw Furring Channels: AS"1'M C 645, roll-formed, hat shaped 25 gage, G-60 zinc-z;oated steel with knurled face. 4. Steel Cold Rolled Channels: ASTM C 754, 3/4 inch and 1 1/2 inch wide, 16 gage, G-60 galvanized or black asphaltum painted steel. p'^• , 5. Framing Screws: ASTM C 1002. 6. Powder Actuated Fasteners: Gun fired fasteners by Hilti or ITW Ramset. B. Manufactured Ceiling Suspension. Systems: 1. Main Runners: ?L 1/2 by 15/16 inch, steel tees, 12 feet long. 2. Cross Tees: 1 1/2 by 15/16 inch double web steel tee, 4 feet long. 3. Screw Furring Channels: ASTM C 645, roll formed, 2 7/8 b 7/8 inch, 25 gage, hat shaped, G-60 zinc coated steel with knurled face. ti }' 4. Wall Angles or Channels: 1 1/8 by 1 1/8 inch angle or ;. 1 9/16 by 1 inch channel, 12 feet long. •t 5. Hanger Wire: ASTM A 641, Minimum 12 gage galvanized vana.zed. �'• SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 09260 - 3 • A 7 r g'!y steep wire. ,,, ., 6. Seismic Braces: Manufacturer's standard steel r,t` b Kr compression post bracing w ,,,;.. 7. Acceptable Fire Rated Suspension Systems: Firefront 650 r by Chicago Metallic, Rigid X Ur ywall, Suspension System k by USG Interiors, Series CER by National Rolling Mills. L' C. Face and Backing Board Panels: ( 1. Gypsum Face Panels: ASTM C 36, long edges tapered and round or beveled, Type 19X" gypsum core, 5/8 inch thick. , 2. Exterior Soffit Board Pace Panels: ASTM C 931, Type X gypsum core, 5/8 inch thick. ' 3. Gypsum Base Panels ASTM C 442, Type "X", 5/8 inch thick. 4. Glass Mesh Mortar Unit Panels: 7/16 inches thick, Wonder- Board by Q.F.I. Corporation/Modulars, Inc. , or Durock by United States Gypsum. 5. Moisture resistant gypsum board: ASTM C 630, UBC r Standard No. 47-6 type "X" gypsum, core, 5/8 inchea thick, tapered edges. D. Joint Treatment Materials: 1. Gypsum Board Joint Treatment Materials: ASTM C 475, types recommended by board manufacturer. yp � �'Y�sum 2. Gypsum Board Joint Reinforcing: Cross-f iberf-d pin perforated paper, 2 inches wide. 3. Glass Mesh Mortar Unit Tape: 2 inches wide, pressure sensitive adhesive, open mesh fiberglass tape. P E. Metal Trim and Framing Accessories: 1. Square Comex' Trim: Galvanize d steel, 1 1/4 inch wide. 2. Edge' Trim: Galvanized steel:; 7/8 inch ekposeu face. 3. control Joint T One piece ink � ' /4 inch total width with 1 4 inch open slot ro er e d i th plastic ic tap e for re�toval after fnihin g. f. 4. Shaft Wall Framing Angels. 24 gage corrosion resistant steel and .0.063 inch thic k aluminum fr ami ng angles _ . SEPT 19 POLICE ADDITION & REMODEL, 'TIGARD 092 60 -- 4 9� �� � � ;DEPT �, • . I firniShed or recommended by shaft wall stud manufacturer. . F. Wall, Soffit, and Ceiling Reveal Moldings: 1. Material: Extruded aluminum, ASTM B 221, 6063-T5 alloy and temper. 2. Acceptable Reveal Moldings: Plaster and Drywall Moldings ' by Fry Re let Dura--Trim Drywall y � �', , ywa•11 Detailing •Trims by MM Systems Corporation. G. Panel Adhesives and Fasteners: 1. Panel Adhesives: ASTM C 557. 2. Screws: ASTM C 1002 H. Sound Control Insulation: 1. Type: ILneral fiber or fiberglass insulation blanket, ASTM C 665, unfaced, 1.5 pcf minimum thickness. 2. Wall Insulation: 3 inches minimum thickness. I ! 3. Ceiling Insulation: 3 inches minimum thickness. I. Sealants: 1 1. Elastomeric Sealant, ES-6: ASTM! C 920, Class 25, Grade NS, Type S, mildew resistant silicone. 4. 1 2. Acrylic Caulking, CK-1: Acrylic latex or acrylic terpolymer. 3. Acoustical Caulking, CS-3: ASTM C 919, non hardening polyisobutylene rubber. f 4. Comply with requirements in Section 07900, Joint Sealers 1 for materials and methods of installation. • J. Prime Coat: 1. Type: Latex baSe flat sealer. � I 2. Acceptable Prime Coats: First Coat b y U.S.. S Gypsum_ Cot an Yo gyp gypsum p rimer b y Beadex Manufacturing Company, Inc. f� II i PART 3 EXECUTION . SEPT 199 6 POLICE DEPT ADDITION & REMODEL, TIGARD 09260 260 - 5 ' I N , r • 3.1 PERFORMANCE A. Protection: ' • 1. Provide temporary covering to eliminate splattering of joint compound and prime coat on adjacent finished r- surfaces. B. Surface Preparation: 1. Coordinate partition framing and ceiling suspension wire , locations with plumbing, fire sprinkler, heating, ventilating, communications, and electrical work. 2. Adjust framing locations, where required to align new finish flush with existing finish. 3.2 REQUIREMENTS FOR INSTALLATION OF FRAMING SYSTEMS A. Comply with ASTM C 754 for installation of studs, runners, and furring channels. xA B. Space framing and fasteners as required to meet allowable a~ deflection and fire rating requirements, give support for covering material, and as indicated on Drawings. C. Comply with Underwriters Laboratories, Inc. and Building Code requirements for fire rated assemblies. D. Install 20 gage C-studs at walls which support handrail a g brackets,grab bars, mechanical equipment, electrical equipment, and fire extinguisher and stand pipe cabinets mounted on stud partitions. E. Install 20 gage C-studs in framed walls with glass mesh mortar unit panels as a substrate for bathtub/shower units. 1 blocking required for r equipment and components .. P. Instal kzn a shown on the drawings. 3 3 INSTALLATION OF FRAMED OPENINGS. . � A. Coordinate opening requirements for fire extinguisher ' pipes, conduits ducts, light fixtures, electrical boxes, other items concealed within framing space. . mm. $. Install framing members around items shown to be 'recessed Pram within framing space. C. Install 8 cold-rolled cha.nne is akova. and below wall openings interru p t s tud framing members and extend _. 6 E 1996 POLICE DEPT ADDITION & REMODEL, --' SEPT . T��ARD 09260 • . i d the channels to 4 feet beyond each jamb, to transfer loads to the adjacent studs. D. Install two boxed 25 gage or two 20 gage C-studs at door jambs and comply with recommendations in Gypsum Association, GA-219. 3.4 INSTALLATION OF SOUND CONTROL INSULATION A. Where sound control insulation is indicated, fill boxed studs and header beams with insulation equal to adjacent wall insulation. B. See Drawings for locations of sound control walls and ceilings. C. Install sound control insulation between studs of interior sound control walls. 3.5 INSTALLATION OF BLOCKING A. Install 14 gage continuous steel plate blocking or 1 1/2 inch wide nested cold rolled channel blocking and anchor to steel studs for structural support for toilet compartments, grab bars, and handrails. 3 . 6 INSTALLATION OF CEILING SUSPENSION SYSTEMS A. Install main runners at 48 inches on center with hanger wire at not more than 48 inches on center along runners. B. Wrap hanger wire at least 3 full turns. C. nect cross Con._. oss members to main runners and, space at not more - than inches to center. f D. Place additional cross members 8 inches from ends of gypsum board panels and adjacent to recessed light fixtures. k ,,• E. Install wall a ngle or channel w here ceiling rg meets vertical surfaces � . F. Comp1y with manufacturer's printed ed instructions for member , and fastener s pacin g � G. Comply with requirements in ASTM C 754 . H. Install � .... ; diagonal bracing and compression posts to resist M ' seismic Tads: 3 .7 INSTALLATION LLATIO REQUIRE MENTS MENTS FOR GYPSUM PANELS SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 09260 : 7 •. rr • ♦ 4,F. • ♦ • • A. Comply with ASTM C 840 and Gypsum Association Specifications + GA-216. B. Install panels in thickness indicated and as required to meet 1 , . . structural and fire rating requirements. C. Screw gypsum board to supports as recommended by :' manufacturer. ` ' D. For vertical partition gypsum board installation, offset • . . joints on opposite sides of stud framing. . 4 E. Saw cut small penetration openings in gypsum panels for penetrations of conduit, pipe, electrical panels, and k� fixtures by a method which will not fracture the core or tear the face paper. ,,..., E. Install gypsum panels with ends and edges over framing members. G. Stagger gypsum panel end joints. Get':. 3.8 INSTALLATION OF FACE AND BACKING PANELS , A. Install gypsum base panels as a substrate for face panels where two layers are required or indicated. B. Install wall panels to within 1/4 inch of floor. 3.9 INSTALLATION OF JOINT MATERIALS r A. Install corner beads at external corners. B. Install casting bead at exposed edges. ° C. Install expansion joints where required by site conditions and as indicated in ASTM C 840. D. Install acrylic caulking, CK-1 where required to fill exposed openings. E. Install cous. l caulking, K- _. of sou 3 at edges and penetrations su�l tics in Cnd control, walls and ceiling. a gypsum board surface F. Install elastomerio sealant, ES-6 at exposed sealant joints with movement greater than 5 percent of joint width. 8.10 FINISHING EXPOSED GYPSUM BOARD TN AREAS A FINISHED R .._.. r A. Apply ply �o�rt to pe an d compound at joints between gypsum '' boards. .,, SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGA tD 09260 - 8 „Lw I y' J • 1 44 B. Apply compound at accessory flanges, penetrations-, faster heads, and surface defects. 1' C. Install compound in three coats, sand after last two coats. D. Do not damage paper face of gypsum panels during sanding of ,,, joint compound. litt E. Wipe gypsum surfaces with a wet sponge after- final sanding. (I F. Leave gypsum board joints and surface smooth for field f .nish.ing, 3. 11 FINISHING EXPOSED BOARD IN UNFINISHED AREAS A. Apply joint tape and compound at joints between boards. 3.12 PRIME COAT FINISHING A. Spray, brush, or roller apply one coat of prime coat on exposed gypsum surfaces at 300 to 500 uare feet et per gallon as recommended by manufacturer. 3.13 COMPLETION A. Adjusting Defective Work: 1 1. Replace defective wall and ceiling framing members. 2e Relocate hanger wire, cross tees, and main runners to allow for installation of fire sprinkler, mechanical and electrical equipment. 3. Patch defective gypsum surfaces. • 4. Adjust ceiling height to meet maximum deflection limits of L/360 B. Daily Cleaning: 1. Remove gypsum dust from adjacent surfaces. Remove excess joint compound from adjacent srf 2 0 Re u aces. 3 Remove wall and ceiling prime coat overspray from ad" Rein ace nt surfaces. C. Final Cleaning: � 1. Remove e xcess materials from the site. r 3.14 Tolerances SEPT E : T A 19 96 POLICE DEPT ADDITION & 'REMODEL, 'I'IGARD 09260 - 3 ' { 0 A. Maximum Variation of Finished Gypsum Board Sur,':ace from True 4,.. Flatness: 1/8 inch in 10 feet in any direction. • I i I END OF SECTION i I. I SEPT 1996 POLICE DEPT ADDITION & REMODEL,, TIGARD �..�,. DEPT 11JE�a 09260 -'I 10 i, fi ,t. SECTION 09511 „I, SUSPENDED ACOUSTICAL CEILINGS ; AR GENERAL PT 1 " 1.01 WORK INCLUDED A. Suspended metal grid ceiling system. B. Acoustical lay-in tile. (2 ' x 2 ' ) C. Non-fire rated assembly. , ... D. Perimeter trim. 5 1.02 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS Not Used 1.03 RELATED WORN A. Section 09260 Gypsum Board: Gypsum wall and ceiling systems. ,y B. Section 15300: Sprinkler heads in ceiling system. C. Section 15870: Air diffusion devices. D. Section 16500: Light fixtures in ceiling system. 1.04 REFERENCES A. ASTM C635 - Metal Suspension S yite ms for Acoustical Ti le and Lay-in Panel Ceilings. B. ASTM C636 - Installation of Metal Ceiling Suspension • C6�3� Systems for Acoustical Tile and Lay-in' Panels. g C. A.S TM A651 ...6 51 - Specification for Z.. inc-Coated (galvanized) carbon steel wire. D. International Conference of Building Officials - UBC ''''t Standard No. 47-18: Metal susens on syst ems for acoustical tile and for lay-in panel Ceilings. 1.05 SYSTEM DESCRIPTION 1 , i Not Used J SEPT 1996 POLICE DEPT ADDITION 'REM N & ODE,... . L, T o I 1.06 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacture of r ceiling suspension system and ceiling tile panels with r three (3) years minimum experience.; B. Installer: Company with three (3) years minimum documented experience and approved by manufacturer. 1.07 REGULATORY REQUIREMENTS A. Conform to applicable UBC and other governing codes for combustibility requirements for materials. 1.08 SUBMITTALS W .. A. Indicate on sho p drawing s g , grid layout and related dimensioning, junctions with other work or ceiling finishes, interrelation of mechanical and electrical items related to system, etc. 1. Indicate hanger wire spacing, diagonal seismic • bracing, dimensions from perimeter wall to ceiling grid framing, and penetration details for light fixtures, columns, and air diffusers. 2. Indicate allowable loads carried by hanger wire, - main runners, tees, wall angels, and diagonal ,.*,.. bracing. B. Provide product data on metal grid system components, acoustic units, and accessories. C. Submit two (2) samples full size, illustrating material and finish of acoustic units. B. Submit two (2) samples each, 24 inches long, of a suspension system main runner, cross runner and edge . trim. E. Submit manufacturer's anufacturer's installation instructions. 1.09 ENVIRONMENTAL REQUIREMENTS r" temperature era A. � � ntfo� m �,u mi � ... degrees���" ancl. hu iditn uniform of 20 to 40 percent prior ta� and after installation. , 1. G/SCHEDULING �� � 1.0 �� SEQUENCING/ install gs until iS acoustical ril ldin not xn.. � is cexlin Cal' a, A. enclosed, �� bu . g . no Do ed, � sufficient heat is dust generating SEPT 19 9 9 6 PC3bICE DEPT ADDITION & REMODEL, T.IG .D 09511 - 2 t�, r I I yip activities have terminated, and overhead work is completed, tested, and approved. B. Schedule installation of acoustic units after interior • r.e, wet work is dry. Ad`. 1.11 EXTRA STOCK A. Furnish additional acoustical tile and panels-equal to 5% of total installed. 1.12 QUALITY ASSURANCE A. Regulatory agency requirements: Provide concealed structural supporting members for ceiling suspension system to resist seismic loads as required by local building officials and U.B.C. Standard 47-18, Part III. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM . A. Chicago Metallic Corp. ; 312-653 -4600. B. Donn Corp. ; 216-871--1000. . C. National Rolling Mills, Inc. ; 215-644-6700. D. ' Roblin Building ProduCts; 716-825-6650. • E. Or approved equal. 2:02 . SUSPENSION SYSTEM MATERIALS A. Grid: ASTM C635, intermediate, non-fire rated exposed T; components die cut and interlocking. B. • m o�ies: Stabilizer . clips, splices, edge moldings, hold down clips, etc. required a , for suspended I grid system. �. r C. �� i quality steel. grid Materials: Commercial uali� gold rolled st D. Grid Finish. White. �•. E. , Support t Channels and d Hangers:rs: Pr.imed steel; size and type. to suit application, to rigidly secure acoustid Ceiling system inc luding integral mechanical and electrical components with maximum deflection of 1/360. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGAR.D. ' 09511 - 3 ,n L, 2.03 ACCEPTABLE MANUFACTURERS -° ACOUSTIC UNITS . A. Armstrong Y Non Directional Fissured " ' 6� B. USG or equal manufactures - Style 10F" Fissured 136-SL Shadow Line - Acustone Type. r'"4 2.04 ACOUSTIC UNIT MATERIALS A. Acoustic Panels: ( , 1. Size: 24 x 24 inches. , 2. Thickness: 5/8 inches. 3. Composition: Mineral. 4. Light Reflectance: .75 percent. 5. NRC Range: .55 to .85 _. 6. STC Range: 35 to 44 7. Edge: Tegular. 8. Surface Color: White. 9. Surface Finish: Random Fissured only. • 10. Flame spread (ASTHMA) 25 or under. 2.05 ACCESSORIES ' A. Manufacturer's Standard. PART 3 EXECUTION 3.01 INSPECTION A. Verify that existing conditions are ready to receive work. B. Verify that layout of hangers will not interfere with . other work. G. Beginning of installation means acceptance g' ing of existing conditions 3. 02 INSTALLATION REMODEL, TIGARD 09511 4 POLICE SEPT 1�9 C�LICE DE ITT ADDITION � ... . . . , . • i . .s:. ' . .R' . , . ' mot• .. ; 3.02 INSTALLATION A Install system in accordance with ASTM C636, manufacturer's instructions and as supplemented in this f. Section,; B. Install system capable of supporting imposed to 4ds to a deflection of 1/360 maximum. C. Comply with UBC 47--18. D. Install after major above ceiling work is complete. w1 Coordinate the location of hangers ,pith other work. B. Supply hangers or inserts fcr installation with instructions for their correct placement. If metal deck � i.s not supplied with hanger tabs, coordinate the installation of hanger clips during steel deck erection. Provide additional hangers and inserts as required. Wrap hanger wire at least three (3) full turns. F. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. G. Where ducts or other equipment prevent' the regular spacing ;' of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. H. Locate system on room axis according to reflected plan. I. Do not support components on main runners or cross runners if weight causes total dead load to exceed , deflection capability. Support fixture loads by supplementary hangers support components independently. -. J. Do not: eccentrically l load system,, or produce rotation of ,, . . Y Y , p runners. K. Install edge molding at intersection of Ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with interruptions. other Fit p from damaged ede � � �. L. �"�.i. acoustic units .�n lace free f made g s or . other defects detrimental to appearance and function. � M. Lay directional patterned u y pattern with .is. ' Lay longest room axis. Fit border neatly against parallel to g abutting surfaces. E. DEPT� 19 9 .. •. ....... 1 5 � � � � POLICE DEPT ADDITION� & REMODEL, T�LC�.A.��D �� 09511 � � t tit 01 � 4 N. Install acoustic units level, in uniform plane, and free kw • from, twist, warp and dents. diagonal O, � ���e��.;�c SupoQrt: �Install d' na 1�� for suspended . ceiling system as required to meet lateral loads of the ceiling during seismic activity as required by latest 1(3BC e! Standard 47-18 part III. , P - -..! , ... Where required ''or necessary, locate, . hanger wire around mechanical plumbing, fire sprinkler, and electrical equipment with trapeze suspension system. Q. Install hold-down clips to. retain panels tight to grid rpc, system within 20 ft of an exterior door. M, R. Install light fixture boxes constructed of gypsum board above light fixtures in accordance with UL assembly requirements for fire rated areas. 3.03 TOLERANCES A. Variation from Flat and Level Surface: 1/8 inch in 10 B. Variation from, Plumb of Grid Members Caused by Eccentric Loads: Two (2) degrees maximum. 4' 3.04 CLEANING OF ACOUSTICAL CEILING GRID A. Clean exposed ceiling suspension members prior to installation of ceiling panels. 3. 05 ADJUSTING DEFECTIVE WORK l and A. Remove arid. replace ce panels improperly placed, broken, a damaged prior to Substantial Completion as directed by the Architect 3 .04 SCHEDULE , A. See Reflected Ceiling plan. END OF SECTION 7 111 SEPT 1996 POLICE DEPT ADDITION & REMODEL, TTGARD 09511 -- 6 ;. i l t r l , SECTI©N 09688 � CARPET-GLUE DOWN & RUBBER BASE PART 1 GENERAL, ! 1 .01 aION INCLUDES ' A. Carpeting glue down method. . B. 4" Rubber Base. , C. Accessories. 1 .02 RELATED ,SECTIONS A. Section 03001: Concrete. --- _ 1 ..03 REFERENCES A. ANSI/ASTM E648 - Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. B. .A'I'M E84 - Surface Burning Characteristics of Building 1'. IMaterials. C. FS DDD--C-95 Carpets and Rugs, Wool, Nylon, Acrylic, . Modacrylic. .. D. FS DDD--C--0095 Carpet and Rugs, Wool, Nylon, Acrylic, Modacrylic, Polyester, Polypropylene. 44 E. FS DDD-C-1559 - Carpet, Loop, Low Pile Height, High Density, Woven or Tufted with Attached Cushioning. 1 .04 SUBMITTALS A. Submit shop drawings and product data (include fire testing) . is B. On Shop drawings indicate seaming plan, method of joining seams, direction of carpet, and points to dissimilar materials. C. Provide product data on specified products, describing . physical and performance characteristics; sizes, '. patterns, colors available, and method of installation. 9 D. Submit one (1 ) Sample' 12 lc 12 inch in size illustrating coic:r and pattern for each carpet material specified. • ' k SEPT ` 1 996 POLICE DEPT ADDITION & REMODEL,. 09688 - 1 S `T:'ZC�ARU i i m , . - . . • . �`' J E. Submit manufacturer,s installation instructions. a . 1 .05 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data. B. Include maintenance procedures, recommended maintenance 4 materials, and suggested schedule for cleaning and shampooing. 1 .06 QUALITY ASSURANCE A. Manufacturer.: Company specializing in woven carpet with three (3) years minimum experience. Cs B. Installer: Company with three (3) years minimum documented experience and approved by .manufacturer. 1 .07 REGULATORY REQUIREMENTS A. Conform to applicable governing code for carpet flammability requirements in accordance with ASTM E84. E. Confo-m to ANSI/ASTM E648. 1 .08 ENVIRONMENTAL REQUIREMENTS A. Store materirds for three days prior to installation in area of installation to achieve temperature stability. B. Maintain minimum 70 degrees F ambient temperature three days prior to, during, and 24 hours after installation of materials. 1 .09 EXTRA MATERIALS Furnish adda.tiona�. carpet equal to 5% of total. installed for each color and pattern on job. PART 2 PRODUCTS 2.01 MANUFACTURER Mohawk Carpet Sup ext ro. n Topnotch or architect approved equal from one dye lot. 2.02 MATERIALS Co...nstru-e do n p Woven Interlock t•. Pile Height 0.199 inch (approx. ) Stitches/inch: 9 . . Face Yarn 100% An.tro n III yarn dyed • SEPT 1996 POLICE E.. DEPT ADDITION & REMODEL, T1GAR., D 0968$ - 2 o •L. « a .o tl fu's, P continuous filament nylon . with build-in static control Face Yarn Weight: 30 oz. per sq. yd. �. Weight Density: 162,814 Primary Back: Synthetic Flammability: Radient Panel (E-648) Class 1 Exceeds .45/'CMS (direct glue fi method) M • Smoke Density: NBS' Smoke Chamber (E-662) ;Less than 450 Static Propensity: AATC 134 under 2.0 KV Row Width: 12 feet Color: Per Architect a ...; 2.03 ACCESSORIES A. Sub-Floor Filler: White premix latex; type recommended by carpet manufacturer. 1B. Primers and Adhesives: Waterproof; of types recommended by carpet manufacturer 2.04 MATERIALS -, BASE A. Base: ' FS' SS-W-400 Type I rubber coved: 1 . Height: 4 inch (100 mm) 2. Thickness: 1 /8 inch (3 thick) 3. Len th: 4 foot (1 .2 m) sections. Roll. 4. Manufacturers: a. Flexco Style: b. Azrock Style: c. Mercer Style: 5 2 .05 ACCESSORIES A. Subfloor Filler: White premix latex; type recommended by adhesive'material manufacturer. B. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer. C. Edge S traps: Metal. • ' a D. Cant Strip: Metal. E, Sealer and Wax: types re commended by flooring 9 .. manufacturer, 5 ! PACT 3 EXECUTION } 3 .01 EXAM/NATION SEPT 1996 � �� POLICE DEPT ADDITION.. ...,. & REMODEL; TIGARb�� .... : ... E jI 5 • A 1 mow- A. Verify that substrate surfaces are smooth and flat with •" „ maximum, variation of 1 /8 inch in 10"ft and are ready to ` receive work. r B. Verify concrete floors are dry to a maximum moisture content of 7 percent; and exhibit negative a?.kalinity, ' carbonization, or dusting. !� C. Beginning, of installation means acceptance of existing j r substrate and site conditions. 3.02 PREPARATIOlN! A. Remove sub-floor,, ridges and bumps. Fill low spots " cracks, joints, holes, and other defects with sub-floor filler. B. Apply, trowel, and float filler to leave smooth, flat, hard surface. C. Prohibit traffic, until filler is cured. D. Vacuum floor surface. t. 3.03 INSTALLATION A. Apply carpet and adhesive in accordance with manufacturers, instructions. B. Lay out rolls of carpet for approval. C. Double cut carpet, to allow intended seam and pattern match. Make cuts straight, true, and unfrayed. Edge seam carpet at all areas. D. Locate seams in area of least traffic. E Fit SeamS straight, not crowded or peaked, free of gaps. carpet .. . i . �. on floors with � � same F. � Lay pe h run of pale �n s directa.on as anticipated traffic. G. Do not change through run o pile y �� where carpet is a wall �o enn int© another room, Locate�change of color or p attern between rooms under { ' {, door centerline -... 1. H Cut and u and fit carpet around interruptions SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 09688 4 4. Y yL. ti x:f: ,a Vi t 1 I. Fit carpet tight to intersection with vertical surfaces .'' without gaps. 3.0 4 CIEANING , A. Remove excess adhesive from floor, base, and wall surfaces without damage. E. clean and vacuum carpet surfaces. [. 3.05 PROTECTION . A. Prohibit traffic from carpet areas for 24 hours after "''. installation. END OF SECTION f i t , I i 1 f. 4 t SEPT DEPT POLICE A DDITION &� REMODEL TI"A� D 09 688 - S I. f SECTION 09900 PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES EXTERIOR PAINTING . A. Primed steel: B. Galvanized steel. C. Equipment not factory finished. 1.02 SECTION INCLUDES INTERIOR PAINTING 14 I A. Gypsum board. B. Concrete floors. C. Primed steel. D. Trim, rails, etc. E. Plumbing, HVAC, and electrical ecposed piping and ducts and equipment not factory finished. 1.03 RELATED WORK A. Division 5: Shop Priming of Steel by Fabricator B. Divisions 10, 11, 12, 13, 14, 15 and 16: Shop Priming and Finishing of Equipms�nt and Systems by Fabricator. 1. 04 REFERENCES A. ANSI/ASTM D1 6 - Definitions of Terms Relating to Paint,Varnish, Lacquer, and Related Products. B. ASTM D2016 - Test Method for Moisture Content of Wood. 1.05 DEFINITIONS A. Conform to ANA I/A.STM ll16 for interpretation of terms used in this Section. T 1. 06 QUALITY 'ASS ASSURANCE A. Product Company speciali :.. .g in manufacturing q uality paint t and finish products with thre e (3) years experience. � • r SEPT 2�9� POLICE DEPT ADDITION & R EMODEL, TTGAID 09900 - 1 • ,.u.... " ..r o......w..e,...n.a r.nrx .rn..r. ..,m. .r.,., a„ ., ,..i... ., ........,,. ...ar ..,,r...,1 • ,........ .....ri,,...n.,.n.... ...,......., x....r -,. ...i.......r..+....,,... .,'„ri . ...,, .................n x r r...I. x.rr ....F...re r.-.. .......,..,. .... . .. ,.. .... .. -. A M • B. Applicator: Company specializing in commercial painting and finishing with three (3) years documented experience. approved by product manufacturer. 1.07 REGULATORY REQUIREMENTS A. Conform to applicable code for flame/fuel/smoke rating • requirements for finishes. • 1.08 COLOR REQUIREMENTS A. Match colors indicated on Room Color Schedule at end of this Section. r. 1.09 SUBMITTALS ate. A. Provide product data on all finishing products including manufacturer min. dry film thickness for each coat system. B. Submit two (2) samples 8 x 8 inch in size illustrating range of colors and textures available for each surface finishing product scheduled (for selection by Architect) . C. Obtain written approval of coatings from Architect prior to ordering. 1.09 FIELD SAMPLES . A. On actual building components, duplicate finishes on acceptable office samples. • j B. Provide wall, soffit, and ceiling colors and finishes on 100 sq. ft. of in-place surfaces, C. Provide column, trim, and equipment colors and finishes on 10 lineal feet of in-place surfaces. D. Architect will review for color, texture and sheen only. E. Acceptable samples may be incorporated in the work. V. Finished surfaces will be evaluated in comparison to acceptable field samples. 1.10 DELIVERY,ER.Y, S'I CJR.AGE; AND HANDLING 7 A. DeliVer products to " sealed and labelled site in _•. containers, inspect to verify acceptance. • , H Container labelling to include manufacturer's name, type o f paint, brand na me, brand code, coverage, surface SEPT POLICE DEPT ADDITION & REMODEL, TIGARD 0 EET 19 9 ALICE ,D 904 w 2 • o r' , - preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. - C. Store paint materials at ,minimum ambient temperature of F 45 degrees F and a maximum of 90 degrees F in well • � ventilated area, unless required otherwise by War manufacturer's instructions. E. Take precautionary measures to prevent fire -hazards and spontaneous combustion. n 1.11 ENVIRONMENTAL REQUIREMENTS l!'. A. Provide continuous, ventilation and, heating facilities to maintain surface and ambient temperatures above 45 ` . degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions E. Do not apply exterior coatings during rain or snow,, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperatures for Latex Paints: 45 , degrees F for interiors; 50 degrees F for enter or; unless required otherwise by manufacturer's instructions. ia D. .Mininnum Application Temperature for Varnish and Finishes: 65 degrees r for interior or exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 80 ft candles measured mid-height at substrate surface. 1.12 EXTRA STOCK A. Provide a one gallon contai ner of each to p color and surface texture to Owner in unopened containers properly marked. B. each with. c©lor, texture, r: oom locations, in addition to the manufacturer's label. 1 k 1.13 SURFACE CONDITIONS 5 CJI�7 Do not paint over dirt, rust, ` .. A. �bstrates ce conditions detrimental ast o ..t su or surfs to fp b paint '.ilm rmation of a durable p rSEPT 1996 POLICE D ,DEPT ADDITION & REMODEL 'TIGARD' 09900 3 i u. , t. PART 2 PRODUCTS 2 .01 ACCEPTABLE MANUFACTURERS - PAINT, VARNISH, BLOCK FILLERS, r I ETC. A. Miller Paint and Wallpaper Co. Inc. ; Portland, OR 503-233-4491 B. Fuller-O'Brien; South San Francisco, CA, 415-7614-2300 & Resins Division, ui C. Glidden Coatings , SCM Corp.Cor . D. Rodda Paint Co. ; Portland, OR 503-245-0788 & 503-244-7512 E. PPG Industries, Inc. Coatings & Resins Division; Pittsburgh, PA 412-434-3131. L4`I F. Ameritone Paint and Wa 1lcover- ing. G. Sherwin Williams Co. Professional Coatings Division, 800-321-8194. 2. 02 SEALER MANUFACTURERS A. ProSoCo, Inc. ; Kansas City, KS, 913-281-2700 B. Thoro System Products; Miami, FL, 305-592-2081 C. Or approved equal. 2.03 nMATERIALS A. Coatings: Ready mixed. Process pigments to a soft paste consistency, capable being readily and uniformly dispersed to a h omog eneous coatin g . I B. Coatings: Good flow and brushing properties; capable of drying` or curing free of streaks or sags. 0. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated re but required to achieve the finishes specified, of commercial quality. 04 ACCEPTABLE PAINTS • A. Products b, listed a" . �� by manufacturers be � used when m . e Architect in writing. approved �by�th � � � SEPT, ;� 996 POLICE DEPT ADDITION & REMODEL,. TIGARD 09900 - 4 Sr 2.05. EXTERIOR PRIMERS, SEALERS AND UNDERCOATS A. Latex Primer: Miller - Product 6040, Fuller-O'Brien, Rodda,,., Ameritone, Sherwin Williams. B. Alkyd Stee l Primer:: Miller - Product 468, Fuller O'Brien, Rodda, Ameritone, Sherwin Williams. O. Galvanized Metal" Primer:- Miller Product 484,- Fuller O'Brien, Rodda, Ameriton, Sherwin Williams. 2.06 EXTERIOR OPAQUE PAINTS „r7 A. Alkyd Semigloss Exterior Enamel: Miller ,- Product 6750, f` Fuller-O'Brien, Rodda, Ameritone, Sherwin Williams. B. 100% Acrylic Latex Semigloss Exterior Enamel: Miller - 7054, Rodda, Ameritone, Sherwin Williams, Fuller O'Brien. „ C. Epoxy Gloss Enamel: Miller Product 110. � 2 .07 INTERIOR PRIMERS, SEALERS AND UNDERCOATS ° A. Alkyd Steel Primer: Miller - Product 468, . Fuller-O'Brien, Rodda, Ameritone, Sherwin Williams. . B. Latex Gypsum Primer: Miller - Product 1540, Rodda, Ameritone, Sherwin Williams, Fuller 0-Brien. 2. 08 INTERIOR OPAQUE PAINTS A. Alkyd Semigloss Enamel: Miller - Product 6750, Fuller-O'Brien, Rodda, Ameritone, Sherwin Williams. B. 100% Acrylic Latex Semigloss Enamel: Miller - Product 2850, Fuller- O'Brien, Rodda, Ameritone, Sherwin Williams. 2.09 FINISHES A Refer to schedule at end of Section for surface finish schedule. i. PART 3 EXECUTION ' 3 .01 �..INSPECTION Verify that sur faces are ready to r eceive work rk as . instructed by the produdt, inaniif acturer. SEPT 1996 POLICE DEPT ADDITION & REMODEL, , T'IGARD 09900 - 5 E. Examine surfaces scheduled to be f inl.shed prior to ; commencement of work. Report any condition that may potentially affect proper application. C. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Plaster- and Gypsum' Wallboard:- °12 percent. • rAn 2 . Interior Located Wood: 15 percent, measured in accordance with ASTM D2016. 3. Exterior Located Wood: 15 percent, measured in ° accordance with ASTM D2016. r D. Beginning of installation means acceptance of existing surfaces. 3.02 PREPARATION A. Remove prefinished items hardware or provide surface applied protection for machined surfaces, finished cover " plates, door hardware, plumbing fixtures, lighting fixtures, and other prefinished items in place and not scheduled for field finishing. B. Correct minor defects and clean surfaces which affect work of this Section. n C. Shellac and seal marks which may bleed through surface finishes. faces Remove by scrubbing with D. Impervious surfaces:� e mildew b solution of tri-sodium phosphate and bleach. Rinse with - ° clean water and allow surface to dry`. c�.e E. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair. r. Galvanized Surface s: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. ff. Shop Steel Surfaces: Sand and scrape to remove G. loose primer and rust. Feather edges to make touch-up She Primed S patches inconspicuous. Clean surfaces. g t, Prue bare steel surfaces. , with including solvent. .-' rfaces. Prime metal items' shop primed items. 114, H. Interior Wood Items Scheduled, to .Receive Finish: Wipe off dust and grit prior to priming. Seal knots, pitch SEPT 1996 POLICE DEPT ADDITION & REMODEL TIGARD 09900 ti streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. ;, I. Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer. •a, :' J. Cover and protect finished metal including anodized i a aluminum. K. Cover ` and protect moving parts of operating units and equipment identification, including wiring', diagrams, rk performance ratings name plates, and code-required labels. L. Remove protective covers and reinstall removed items after finishing adjacent surfaces. �� .�. 3.03 PROTECTION A. Protect elements surrounding the work of this Section , .,,,i1 from damage or disfiguration. • } B. . Repair damage to other surfaces caused by work of this , i Section. C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. � D. Remove empty paint containers from site. 3.04 APPLICATION A. Apply products in accordance with coating manufacturer's instructions. B. Do not apply finishes to surfaces that are not below moisture maximums indicated in Item 3.01 C. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than preceding coat ,unless otherwise approved. E Sand lightly between `ve required finish. San coats to achieve F. Allow applied coat to dry before next coat is applied. t. , t fillers l � G. Where clear finishes required, tint , . . . s are to match rk, fillers into the grain before set. Wipe wood. �70 � g ' excess from et:rf ace o SEPT 1996 PoLICE, ,DEPT ADDITION REMODEL,.. '. r i L. . H. Prime back surfaces of interior and exterior woodwork with primer paint. . I. Prime back surfaces of interior woodwork scheduled to L. receive stain or varnish finish with gloss varnish I reduced 25 percent with mineral spirits. J. Provide barrier coats over incompatible primers where required. K. Where recommended by manufacturer, sand lightly between ,4„, succeedinc coats. L. Apply each material at not less than the manufacturers recommended spreading rate, to provide a total dry film thickness of not less than amount recommended b y coating ' manufacturer. M. Match approved office and field samples for color, texture and sheen. N. Paint exposed surfaces behind movable equipment and furniture same as adjacent surfaces. O. Paint surfaces behind permanently fixed equipment or .'" furniture with prime coat only. tn- 3 .05 FINISHING, MECHANICAL AND ELECTRICAL EQUIPMENT __., A. Paint interior surfaces, of ducts where visible through registers or grilles, f l�2t black. Paint all ducts, II pipes, conduits, light pendants, etc. (exposed surfaces) . Also etch galvanized units prior to painting. B. Except where accent colors are scheduled, paint mechanical and electrical work in finished areas including exposed ducts, piping, conduit, louvers, and grilles to match adjacent surfaces, except when factory a I finished to color matching adjacent surfaces or where 1 accent colors are scheduled. 3 .06 CLEANING �+ A. .�r©o e , s , promptly remove paint t w erE spilled, spla s hed or sa ttered. l.B. Duri g progress of Work maintain p remises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. sn SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 09900 8 ' 1 . C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site • D. Daily: Remove paint splatters from high pressurelaminate, resilient flooring, anodized aluminum, glass, and similar 0 F' finished surfaces. " ' 3.07 SCHEDULE ".' SHOP PRIMED ITEMS FOR SITE FINISHING „ A. Steel Doors and Frames: Section 08111 r 3.08 CORRECTING DEFECTIVE SURFACES •r A. Remove finish and repaint surfaces not in compliance with specified requirements until finished surface meets specified requirements. • � ti B. Repaint work not meeting minimum dry film thickness. N- C. Repaint lines between accent colors as directed L4y Architect to obtain clean straight lines. � • 3 .09 CORRECTING DAMAGED SURFACES �• A. Correct, painting related damage to exposed surfaces by cleaning, repairing, replacing and refinishing as directed by Architect. B. Touch factory up tar finished surfaces damaged during construction 3.10 SCHEDULE EXTERIOR SURFACES A. Exterior Coated System 1. One coat latex primer. Two coats 100k, acrylic latex enamel semi-gloss. B. Steel - Galvanized 1 f zinc semi-gloss. 2. Two lo One c coats alkyd g ss. C. Shop Primed Steel. • R 1. Shop � (by y ) • Alkyd steel primer.'ze. r 2. First coat: Alkyd steel primer touch-up. 3. Second ati. , third coat: Alkyd semigloss exterior. 3 . 11 SCHEDULE - INTERIOR SURFACES A. Wood - Painted 1. One coat alkyd prime sealer. 1996 POLICE DEPT ADDITION & REMODEL, TIGA4D 09900 - 9 SEPT • . • C QY ` • 2. Two coats latex enamel, semi-gloss. aw_ F t B. Wood Transparent, 1. Filler coat (for open grained wood only) . 2. Two coats stain. 3. One coat sealer. C. Steel - Galvanized • 1. One coat 'zinc chromate. primer. e- 2. Two coats alkyd enamel, gloss. a D. Plaster, Gypsum Board 1. One coat latex gypsum ;primer sealer. r r` �• 2. Two coats alkyd latex flat. E. Steel, Nongalvanized 1. First coat: Alkyd steel primer. 2. Second and Third coat: Alkyd semigloss enamel. . F. Steel (stair interior rails) 1. Epoxy enamel primer (shop) . 2. Two coats epoxy high gloss enamel. d * g 3.12 SCHEDULE - COLORS Verify all with Architect. A. Finished work to be free of all dust, debris or damage g resulting from any activity under this Specification. B. All moving parts to be .7,eft in proper working order. C, Remove or correct any defects resulting from the activity of the Painting Contractor or his employees. D. Damages resulting om painting ativit Y to b e repaired by the Painting Contractor at his own expense. E. Paint exposed mechanical piping, ducts, electrical devices in accepted OSHA required colors prior to label applications. �. •� F. Upon Completion, the P ainting C ont r" ac to r shall remove the building all m at erials a nd deb risecreated by his and 1 eave his p art of to i work in a clean and finished condition acceptable to the Architect. • u. END OF SECTION SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 09900 - 10 . .,, f �,'yti 11 SECTION 12512 HORIZONTAL LOUVER BLINDS . PART 1 GENERAL °. 1.1 SECTION INCLUDES A. Horizontal slat louver blinds; , ??r B. Operating hardware. __ , 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION Not used , . I 1.3 RELATED SECTIONS A. Section 06114 a Wood Blocking and Curb gig: Wall opening head I support blocking. % 1.4 ALLOWANCES n • Not used. 1.5 SYSTEM DESCRIPTION A. Horizontal slat louver blinds installed at window openings; manual control of raising ing aid lowering by cord for full range � , locking; blade angle adjustable by control wand. 1.6 SUBMITTALS i A. Submit Under provisions of Section 01300. • B. Product Data: Provide data indicating physical and dimensional characteristics, and operating features. Samples: Submit three samples, 6 inch long illustrating slat materials and finish, color, type and color. , 1. 1 1.7 QUALIFICATIONS Company i iZin in manufacturing the ! u specified not this Section with minimum three years A. � �tanuf ac Lure • � �� �� � Products specified � 4 experience. `i. 1 1.8 MOCKUP 1' i A. Pr o� �de mockup of louver bli nd nd asei bl X �nd er prorasia ns of 1 SEPT 19 . I J. ,��, POLICE DEPT ADDITION & REMODEL, 'IT�ARI� 1G512 1' 1' , 1 l• I Section 01400. : . B. Provide one mockup of one blind assembly with operable (T' hardware and accessories. E. C. Locate where directed. : D. Acceptable mockup tay remain as part of the Work. 1.9 FIELD MEASUREMENTS A. Verify that field measurements are as instructed by the • manufacturer. rw 2 1.10 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with window installation and placement of concealed blocking to support blinds. 1.11 EXTRA MATERIALS A. Provide under provisions of Section 01700. B. Provide ten additional slats of each size PART 2 PRODUCTS 2. 1 MANUFACTURERS A. Del Mar Window Coverings. B. Graber Company. C Hunter Douglas, Inc. D Levolor Lorentzen, Inc. E. Marathon Carey-McFall Company F. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Metal Slats r 1. 1 inch wio bs Spring r n g tempered ered p re- fini shed a1 uminu horizontal slat , radiused slat corners, with manufacturing burrs rem oved. 1996 POLICE DEPT �, E_.^ , 12512 2 C,, SEPT �1�9 � A�:DITI�JN & REMODEL, TIGARD �.�5 - `' 1 } Abl . . • . ii 2. Type S-300 Bali by Marathon, or Riviera by Levolor4 r B. Slat Support: Woven polypropylene or braided polyester, . ladder configuration. . w C. Head Rail: Pre-finished, formed aluminum box; internally fitted with hardware, pulleys, and bearings for operation. ti5 D. Cord and Wand: Mannf acturer'-s° standard. E. Head Support Bracket: Overhead head rail attachment. •* F. Accessory Hardware: Type recommended by blind manufacturer. 2.3 FINISHES _ A. Blind Slat and Read Rail Housing: color as selected. B. Cord, Control Wand: color as selected. 2.4 FABRICATION ii A. Fabricate blinds to fit openings with uniform edge clearance II of 1/4 inch maximum. . PART 3 EXECUTION 3.1 EXAMINATION A. Verify that openings are ready to receive the work. B. Ensure Structural blocking and supports are correctly placed. 3.2 INSTALLATION A. Install blinds in accordance with manufacturer's instructions. 11 B B. Secure in place with flush countersunk concealed fasteners. p intermediate head supports as recommended A ,.. �: . ace � � . . I installed. � � ended b� :\ S'. ' manufacturer for size of blind installed. 3 . .3 I.. . �. NSTALL.ATION TOLERANCES w ' r A.� Mcmu Variation of Gap at Window Opening Perimeter: 1/4 B. Maximum Offset From Level: 1/8 inch. ADJUSTING SEPT'. 1996 POLICE DEPT ADDITION & REMODEL TIGARD 12512 .., . ._ 3 I r Y • A. Adjust work under provisions of Section 01700. B, Ad 'urt blinds for smooth 7 ot� oration. 3.5 CLEANING A. Clean work under provisions of 01700. fyS B. Clean blind surfaces just ,rior to occupancy. 3.6 SCHEDULE L A. Install blinds at all interior relites on �office and all exterior windows END SECTION • w • ' lw i Ivy SEPT 1996 POLICE DEPT.. ADDITION & REMODEL TIGARD 12512 4 f • .ti , 4 A. • 3 i . SECTION 15050 BASIC MATERIALS AND METHODS PART 1 GENERAL ; 1':01 SECTION INCLUDES A Basic Materials and Methods specifically applicable to Division 15 Sections,in addition to Division 1-General Requirements: , B. The General Conditions and General Requirements(Division 1)apply to this Division 15 of this • work • C. Identification. • 102 SYSTEM DESCRIPTION • A. Provide complete and fully operational systems with facilities and services to meet requirements 6 indicated and in accord with applicable codes,rules,regulations,and ordinances. • B. The Contract tra t'D acuments include drawings specifications which g p s are to be interpreted in conjunction with each other: In case of conflicts,the quality deemed best by the owners , t representative will govern, The drawings are diagrammatic and do not show all,offsets in piping or 4'a the exact location of piping,ducts,etc. The drawings do not necessarily show all the minute details of the work, Contractor shall provide any other component or related system whether or not listed which is part of the overall design and basic equipment and deemed necessary for its completion and thoroughness, • • 1.03 REGULATORY REQ •IREMENTS A. Plumbing, Conform to Uniform Plumbing Code,Uniform Building Code and Governing Authorities: +gyp..( A W. Mechanical: ConforiRl Uniform rrr► to U' o Mechanical Code,Uniform Building de Co and Governing Authorities. C. Obtain and pay for all required permits,and inspections froth authority having jurisdiction, 104 SUBMITTALS A. Submit-under provisions of Section 01001, B. Submit shop?drawings and product data grouped to include complete submittals of related systems, � ¢ drav�in Products,and accessories in a single submittal, Each bound shop drawings and product data shall be indexed as follows; , 1. Phimbing, 3 -Fire-Prote tion • C. Mark dimensions and values in units to match those specified, u . a SEPT ,.1996 POLICE� POLICr'DEPT ADDITION&REMODEL,'TI(uAP.D :15050-1 ' ..,,,n.,.,,..,a err,..:Jv •.. ..,. l ... .. ...... .. ...... ....... ..... .. , 1 SECTION 15050 e. BASIC MATERIALS AND METHODS ., D. Proposed Products List;Include Products specified to indicate the following: , 1. Manufacturer's name and address. 2. Catalog designation or model number. "` s;, 3 Equipment Schedule Number, k, • 4, Rough-in data and dimensions. ' 5. Performance curves and rated capacities. '`'1 'u 6. Motor characteristics and wiring diagrams. 7. Operation characteristics. S. Airborne noise levels. • 1.05 REFERENCES • '. w A. ASME American Society of Mechanical Engineers. B. ANSI American NNtional Standards Institute. r . C: ASTM-American Society for Testing and Materials. D. UL-Underwriters'Laboratories,,Inc. , E. UBC-Uniform Building Code. !' . F UMC-Uniform Mechanical C an1C a1 Code G. UPC-Uniform Plumbing Code, H. ACI-American Concrete Institute. s L NFPA-National Fire Protection Association. '.' : J. NEMA-National Electrical Manufacturer's Association, K. ASBRAE-American Society of Heating,Refrigeration and Air-Conditioning Engineers, L: UPC-Uniform Fire Code. M. SMACNA-Sheet Metal and Air Conditioning Contractors, N. NBS-National Bureau of Standards. 0. ABA-American Gas Association. ',1 1.06 RECORD DRAWINGS A . . In addition tontoDi n vfszo 1 General Requirements,the following work shall apply, ;��:, B. As installed drawings: Maintain a set of black line prints of the building plans for the duration of , the t and ma aB Record of the work a s installation progresses, Dimensions shall be referenced Visible Building structural features such as bearing walls or columns: . • . I C. Include one set of reproducible copies,with documents required at Completion Requirements, ,s covering the following work: .•�, 1. Controls and operating control soquences, 2. Piping of all kinds plus a complete valve chart showing all water,gas,air,and heating valves. Provide valve chart with Mount chart in Janitors closet and as directed • no duplicate numbers., Moui " by Architect, 1.07 VISITING THE PREMISES ''e A, The contractor before submitting a bid on the work must visit the site and become familiar with. • visible existing conditions. As a result of having visited the.premises,the contractor shall th all 4. ,�� � ,, . � ' g pre: . , � •t���' responsible for the installation of the work as it relates to such visible e,dsting conditions: ,r B. The submission of a bid will be considered acknowledgment on the part of the bidder their e s brnission i red an ackno rider of thei • visitation to the site. ;, i • • SEPT 19.96 POLICE DEPT GDEL,TIGARD $5050- -0PT ADI�ITItJrt it,�vEM •''f r .4, , • SECTION 15050 BASIC MATERIALS AND METHODS •• ' 1.08 WARRANTY A. All new equipment,apparatus and work shall be free from all defects,shall be fabrrated,built and installed to deliver its full rated capacity and efficiency for which it was specifically designed. E. Without additional charge,replace any work or new material which develops defects,except from abuse,within one year from owner acceptance. • • 1.09 SAFETY • including brie cu conditions n of the o t tt completely responsible nsible for'cond t o s contractor will solely and com lets s A. The contract be s Y P Y P J y g . till safety of all persons and property during performance at the work 13, This requirement will apply continuously and not be limited to normal working hours. • • 1.10 CUTTING AND PAL'CHINCa k A. Do all necessary cutting and patching of existing building and yard surfaces required as directed by the architect for completion of the mechanical work. • E. Do not cut structural portion without Architect's approval, Approval must be in writing. C. When masonry construction must be penetrated,furnish and install a steel pipe sleeve in opening and grout in place in a neat manner, Leave grout surface to match exiting finish, D. Prior to cutting any existing work,locate all concealed utilities to eliminate any possible service • interruption or damage. E. Patch to match finish and color of adjacent surfaces. PART 2 PRODUCTS 2.01 SUPPLEMENTARY CONDITIONS '' A, Anything mentioned in the specifications and not shown on the drawings,or visa versa,shall be of p like effect as if shown or mentioned in both. 2,02 MATERIAL AND EQUIPMENT A The •� . '� ''contracts all be based upon furni ' . h aced slung all materials and equipment as new,of the best grade, and the latest products as listed in printed catalog data B. All articles of a kind shall be standard product of a single manufacturer, t 2.d3 1.6NETIC STARTERS a eticstarter with reset A. Surface mounted to bittton hand-off auto switch in cover,�nri magnetic' d shall have • thermal overload protective devices on all°line"legs, ; . h recommended by Size all overload�heaters as rec • Provide 'hand-off- switch at each , ��starter units con manufacturer service� y P anon. Pro etc; � h � q P oiled�by time clock's, �aand loc�ers wall slvitche� auto� wa,tG motor e � n for s tim , 1. Provide auxiliary dry contact,one N.O.and one N.C. • 1.505 0 TIGARD REMODEL, G • SEPT 1�,�5 � POLICE DEPT'ADDITION�c REMO E , • • ......,.•.,.. ..... ........ .. ...•»..,.,.. wow. . � l ' SFCTION 15050 BASIC MATERIALS AND METHODS • 2. For 208(480,240)volt single and three phase starters provide control transformer with secondary circuit fusing 208(480, 240)volt single phase to 120 volt secondary control voltage. ' 3. or . ��F 120 volt starter provide control from 120 volt circuit supply controlled device. • • ' 2.04 ACCESS PANELS A. Furnish under this Divis,ion as specified in another Division of work: B. Furnish 18 X 18-inch panels for ceilings and for access to equipment in soffits and shafts,and 12" X 12",for walls unless indicated otherwise;. C. Furnish where indicated and where required to access valves,fire dampers,trap primers,shock arresters,and other appurtenances requiring operation,service or maintenance. Review locations with the Architect prior to installation, 2.05 PIPE SLEEVES A, Interior Wall Sleeves. 12 gauge galvanized steel,flush with wall on both sides. • B Interior Floor Sleeves; 12 gauge galvanized steel and entend 2-inches above finished.floor: C. Exterior Wall Sleeves: Cast iron,flush with wall on both sides. • D. On Grade Floor Sleeves: Same as exterior wall sleeves, 2 06, � FLOOR,WALL CEILING PLATES . A. Furnish stamped s p lit plates ates'as follows; 1. Floor Plates: Cast brassy chromium plate.d. " 2, Well and Ceiling Plates: Spun Aluminum. • x2.07 MACHINERY GUARDS A, Furnish guards for protection on all rotating and moving parts of equipment. Provide guards for all .; metal fax drives and motor pulleys,regardless of being enclosed in a metal cabinet. ► F, Design � guards so as not to restrict air flow at fan inlets resulting in reduced capacity. C. Provide shaft holes in guards for easy use of tachometers at pulley centers. Guards Shan be easily , removable for pulley adjustment or removal and changing of belts. L, D. All guards shall meet OSHA requirements including back plates. 1 "x ,06 POLICE DEPT ADDITION&REMOAFL, roA. 15 �I"rl��1�' DEPT 050 u 4 tij • SECTION 15050 .r f BASIC MATERIALS AND METHODS . ', 2.08 VALVE IDENTIFICATION ' '� -,-.,, ri,;.'` A. Valve Tags • 1. General: Identify valves with metal or fiber tags,legends to be stamped or embossed. It shall indicate the function of the valve and its normal operating position;i,e., 56 HW (Number and C ontent of Pipe) • Isolation (Valve Function) li NO (Normally Open Position) 2. Size: Valves and cocks 2-inches and smaller to have metal or fiber tags 1-1/2 X 3 with 1/8 inch high letters. Those above 2-inches to have metal or fiber tags 3 X 5 with 1/4-inch high letters. valve i valve size,va v concealed,service,v ' new exposed or co , ..� ,,, B. Valve Tag Directory. Include tag number,location, 'Po , manufacturer,valve model number,tag material,and normal operating position of valve. 2:09 PIPING MARKERS A. Acceptable Manufacturers: W.H.Brady,Seion.', • B. Pipes shall be labeled with all vinyl,self-sticking labels or letters, For pipe covering sizes up to and including 3/4-inch outside diameter,select labels with 1/2-inch letters. For sizes from 3/4 to 2-inch outside diameter;3/4-inch letters;above 2i-inches outside diameter,2-inch letters, The pipe markers shall be identified and color coded as follows with black directional arrows: . • ' SERVICE PIPE MARKE R BACKGROUND COLCfR Cold Water Domestic Cold Water" Green Hot Water *''Domestic dot Water Supply" Yellow Domestic Hot Water Return Domestic " l:Tot Water Return Yellow S rinkler Water `'Fire Protection Water" Recd. N t -- "aani •Waste" Green Bonita �:,Waste� � � � �� Storm Drain 'Storm Drain" Green Overflow Drain "Overflow Drain" Green Vent Vent Green arecuonal arrow a M lied ad •acent to i e mark �__W___. *ID marker indicating direction pie flow. r 2,10 EQUIPMENT IDENTIFICATION . ,i A" Nameplates • pumps,air supply units an 1" Tag all purr► . .. . � ° l p�` °'fans,converters,and miscellaneous items of mechanical .� equipment with engraved nameplates. Nameplates shall be 1/166 inch thick,3 X 5 laminated .y •3-p p las t i , ent e p y white,outer p ly black. orm lettners by,e exposing center ply, 2. Identify unit with code number as shown on gs and areas �,d. , ' . E� , Equipment�a me late Directory:d�y pumps,L i st air terminal and other equipment t . . � p ates. Include Owner and Contractor furnished equipment. List nameplates designation, • aruf a wtuier s s m odel number,location t� n of e ui�n1 n�a rea served or function,disconnect location,i n, and normal position of HOA switch. SEPT 1596 POLICE DEPT ADDITION&REMODEL,TIGARD i 15050 • Y• . , SECTION 15050 BASIC MATERIALS AND METHODS .' p IA 2,11 DOO17BLE DEFLECTION NEOPRENE CMI. A,. Double deflection neoprene mountings with minimum actual static deflection for equipment ir supported of 0.35 inches. B. . Friction pad both top and bottom. C. Steel rails used above those mountings of equipment with overhang. ; L Manufacturer: Mason type ND o r rail type DNR,simil ar Ambe r-Booth type RVD,. � Kinetics • ' PART 3 EXECUTION 1 3,01 INSTALLATION A. Install materials in accordance with manufacturer's instructions. • ' • B. Identify valves,piping,and equipment components of each mechanical system to indicate their function and system servi d. • 1, Mechanical equipment; Instil nameplates with adhesive. 2. Valves; Install tags with corrosion resistant metal chain. J. Pipe Markers,apply to pip ing as follows: a. Where pipe passes through a wall, ti b. On each riser. I' c: On each leg of a tee, d. Every 50 feet aing continuous lanes; _ e. Within 12 inches o,f all valves. 1 3.02 ELECTRICAL,WORK • t . A. Mechanical Equipment Wiring and Connections:Unless otherwise indicated on the electrical drawings,all mechanical equipment motors and controls shall be furnished,set in place,and wired in accordance with the following schedule: Carefully coordinate all work with reference to Division 16 for motor characteristics and motor controls, i Item _ Burnished By Set in Piace B Wined Power Wired Control Magnetic Motor Starters: I Div, 15 Div, 16 Div 16 Div. 15 t Automatically controlled with or I without HOA switches.. Disconnett switches, ' Div, 16 Div, 16 Div. 16 4 --- manual operating switches 'a 1` herrnal overload • Div: 16 w Div.`16 Div.'16 • _ switches • B. Control relays,transformers, clocks,remote bulb thermos tats,tnotor r valves,float controls,etc: which are an integral part o1;mechanical,equipment,or directly attached to ducts,pipes,e f ' ucts,PIP etc,shall be rr. r::w furnished and installed as a Division 15 item ' r i 15050 r 1996 DEPT ADDITION REMODEL, i � 6 SEPT 1 9 POLICE EPT.��.DDDI It7N d�c I�.EMU , � � i ,,,, • , L i1) SECTION 15050 , BASIC MATERIALS AND METHODS • ' :.A 3.03 TESTS P A. The Contractor shall be responsible for scheduling,obtaining permits,making payments of all fees 'r and/or services to test the mechanical systems as specified and as required by local authorities. 1. A minimum 48-hour notice shall be given to the owners representative before scheduling a test. ` , 2. Any deficiencies which appear during testing shall be corrected before progressing further. No ' piping,equipment or other portions of the mechanical installation shall be covered or I concealed until all'required tests are satisfactorily completed. r 3. Upon completion,a written certification shall be furnished to attest that the tests have been I duly performed. Include a copy with the required operation and maintenance manuals. B. An operating test can be requested by the owners representative,,..4 any time to demonstrate satisfactory functioning of any portion or the entire mechanical installation, , A C. A final test shall be made by.the Contractor at the completion of the project and after the mechanical system in operation for a period o stern has been pa � f time. Before final acceptance,all defects which appear , • shall be corrected, 3.04 OPERATION AND MAINTENANCE MANUALS A. At least five copies of the Maintenance Manual shall be submitted and shall contain all ' manufacturer's data and a complete list of repair and replacement parts necessary for the maintenance of equipment. All recommended oiling methods,filter changes,gasket replacement, etc.,shall be identified, In addition,a written step-by-step detail of the start-up and shut-down •' • procedure shall be incorporated. P rP I B. Provide a separate chapter for each s ification section, A table of contents shall be included uded indicating page numbers for major items, In each chapter Include operating instructions for each ' piece of equipment: Provide a schedule of preventative maintenance indicating frequency of • performance, include all shop drawings,valve tag directory,control drawings,and record drawings. ' C. The Maintenance Manual shall be submitted for approval to the owners representative ten(10)days prior to substantial completion. • e 3.05 GENERAL COMPLETION A All mechanical work is to be g o vern ed by all relevant sec i o s ofDi Division 15 even though cross' references may or may not be stated,ecplicitly: I 3:06 FINAL ADJUSTMENT • A. All equipment shall be checked for proper operation atian and final acceptance. � I 3,07 -RECORD DR AwT TGS �i; , , A. Subnut record drawin g s 30 days prior to completion, • I J, 1 SEPT g6 POLICE DEPT ADDITION&REMODEL,TIGARB 15050 7 • , n ( r \ ' . '1 • • • • • SECTION 15050 BASIC MATERIALS AND METHODS 3.05 COMPLETION REQUIREMENTS A. Upon completion of the work and adjustment of all equipment,all systems shall be tested by the contractor to demonstrate to the owner's representative that all equipment furnished and installed or connected under the provisions of these specifications function mechanically in the manner The fhe contractor will furnish a mechanic who is completely familiar with all aspects of the •• r entire HVAC and plumbing systems during the demonstration. At the time of this demonstration, the contractor shall deliver to the owner's representative bound copies of the approved operation and maintenance`manuals and record drawings, JJ(( 3.09 PIPE SLEEVES ° A. Interior Floor and Wall Sleeves: Large enough in diameter to provide 1/4-inch clearance around 1 pipe or insulation. Pipe penetrations t ug hro h mechanical room and fan room floors shall be made watertighx. B. Sleeves Though Rated Floors and Walls: Calk with fire barrier sealing system approved by � Authority hav ng jurisdiction and Owner's insurance unierwriter,with rating equal to floor or wall penetrated. . C. Exterior Wall Sleeves: Large enough to allow for caulking and made watertight. Caulking shall be from outside using oakum and lead. Secure sleeves against displacement. D. On Glade Floor Sleeves; Same as exterior wall sleeves,caulked from inside, E. Layout: Lay out work in advance of pouring of slabs or construction of wall,and furnish and set inserts and sleeves necessary to complete the work. IF Coordination; Cutting or patching required as a result of lack of coordination of this operation shall v. not be a change in contract amount ; 3:10 EQUIPMENT PROTECTION A. Keep pipe, to revt;nt the entrance p p.pe� s or caps p ; openings by fixtures, p ductwork and conduit o nxn s closed b means of plug of foreign matter. Protect piping,conduit,ductwork, xtu ,equipnent and apparatus against dirty Water,chemical or mechanical damage both before and after installation; Restore damaged or contaminated fixtures,equipment or apparatus to original condition or replace at no cost to the • Owner. B. Protect bright finished shafts,bearing housings,and similar items until in Jervice .. ., w No rust will be permitted C. Cover or otherwise suitably protect equipment and materials stored on the job site 3,11 ACCESSIBILITY' Ir A. General. Locate valves,thermometers,cleanout Lfitings and other i'clicating equipment Or specialties requiring frequent reading,adjustments, inspection,repairs and removal or replacement conveniently and accessibly with reference to the finished building, • • SEPT 1996 POLICE DEPT ADDITION&REMODEL,TIGARD 15050 M 8 t n SECTION 15050 BASIC MATERIALS AND IViETiIODS FkP _3;g2 FLOOR,,WALL AND CEILING PLATES t A, Install on piping passing through finished walls,floors,ceilings,partitions mid plaster furrings. 'Plates shall completely cover opening around pipe. B. Secure wall and ceiling plates to pipe,insulation,or structure. , C. Plates shall,not penetrate insulation vapor barriers. D. Plates not required in mechanical rooms or unfinished spaces. 3.13 PAINTING .,. t A. General: Coordinate paintin of rehanical equipment and items with products and methods • ' specified under Section 09900,Parntin , • '° B. Finished Areas F 1. Insulation: Apply one coat of sealer and one coat of light grey latex paint,except alumminum. .k foil faced materials. Paint before installing identifying bands. 2, Bangers,=insulated piping,miscellaneous iron work,structural steel stands,=insulated tanks,equipment bases: Paint one coat of black enamel. 3+ Steel Valve Bodies and Bonnets: One coat of black enamel, • t! 4: Brass Valve Bodies: Not painted. 5: Grilles,Diffusers,Registers: Paint sheet metal and visible ductwork behind grilles,diffusers and registers flat.black. 6. Ductwork: One coat of grey machinery enamel. Prepare galvanized surfaces for paint • retention prior to painting. C, Concealed Spaces(Above Ceilings,Not Visible) 1. Insulation: Not painted, 2. Bangers,=insulated piping,miscellaneous iron work,valve bodies and bonnets: Not painted, D, Exterior Black Steel: Wire brush and apply two coats of i.'ust4nhibiting primer and one coat of grey exterior machinery enamel. E„ Roof ounte d Equipment. Equipment,other than that furnished with factory finish,to be painted ted two coats of exterior machnery enamel, Color as selected by Architect, 3,14 NOISE AND VIBRATION COV,TROL A. ppl l oe t10 rs,Rooftop Mechanical na c Equipment:m, e Frovide neoprene mounting betwee 1.1 n mechanical equspment and roof curb. - • . END OF SECTIOw S EPT 1996 POLICE DEPT ADDITION N d'c REMODEL,nGmw 15050 9 • A A W , • • e , a . SECTION I5250 AIECHANICAL INSULATION PART 1 GENERAI 1.01 SFCTIONINCL,UDES A. Piping insulation,jackets and accessories. B Ductwork insulation,jackets,and lining: 1.02 SUI3MrITA5 A. Product Data,: Provide product descnnption,list of materials and thickness for each service or equipment scheduler locations,and manufacturer's installation instructions. 1 03 ENVIRONMENTAL REQUIREMENTS A. Maintain ambient temperatures and conditions required by manufacturers manufac:rturers of adhesives,mastics,and insulation cements: • B. Maintain temperature during and after installation for minimum period of 24 hours. PART 2 •PRODUCTS 2.01 PIPE INSULATION A. Manufacturers I. Schuller. 2, Pittsburgh Corning. 3. Certain Teed. • 4 Knau 5. Armstrong. 6. IItCOA. • 1 B Glass Fiber: ASTM 0547;rigid molded,non combustible. Schuller Micro Lok or equivalent: • • c 1. 'I‹.'('ksi')Value:0.24 at 75 degrees F. 2 Maximum Service Temperature:850 degrees F, 3 Maximuth Flame Spread: '25, . 4, Maximum Smoke Developed: 50, 5: "Vapor Barrier Jacket: White kraft paper reinforced with glass fiber yarn and bonded to aluminized film,secure with self sealing lon gitudinal laps and butt strips or with outward clinch clinch expanding staples and vapor barrier mastic. SEPT 9 ADDITION ;itEMO.I:IT L,TIGL4IW 15250-1 ���;�y�6 POLICE DBP`I'' w • 1 \ SECTION 15250 : • „ MECHANICAL ti INSULATION A 1O1Y : C Jackets 1. PVC Plastic: One piece molded type fitting covers and sheet material,off white.color. a. Thickness: 10 mil b. Connections: Brush on welding adhesive. • 2. Canvas Jacket:UL listed fabric,6 o7/sq yd,plain weave cotton treated with dilute fire retardant lagging adhesive: 3. Aluat;num.Jacket:0 025 inch thick sheet,smooth finish,with longitudinal slip joint' ,end 2 • inch laps,die shaped fitting covers with factory attached protective liner, 4. Stainless Steel Jacket:Type 304 stainless steel,0.010 inch, smooth finish. :02 „ ., DUCTWORK IN llIIJLATION A. Manufacturers 1: Schuller. 2, . Pittsburgh Corning. 3, Certain Teed. 4, Knauf. B. Flexible Glass Fiber:ASTM C612;flexible,non-combustible blanket, 1,. Iv('ksi')Value 0.29 at 75 degrees F, 2. Density: 1.5 lb/cu It 3: Vapor Barrier Jacket:Kraft paper reinforced with glass fiber yarn and bonded to aluminized • film,secured with pressure sensitive tape. �q C, Rigid Glass Fiber:ASTM C612;rigid,no non combustible blanket 1. '.K'('ksi')Value: 0.29 at 75 degrees 1, 2, Density: 2.0 lb/cu ft. 3: Vapor Harriet Jacket:Kraft P p er reinforced with g lass fiber yarn and bonded to aluminized p: film,secured with pressure sensitive tape. 1), Canvas Jacket:UL listed fabric,6 oz/sq yd,plain weave cotton treated with dilute fire retardant lagging adhesive. E. Outdoor Jacket:Asphalt impregnated t;50 lb/square, p t acid coated mineral fiber sheet, sheet, finish,with longitudinal slip joints and 2 inch a' F. Aluminum Jacket.0.02 inch thick shee smooth finis , laps. G. Duct Liner: ASTM 0553;flexible,non combustible blanket. '4,4°' ,h • 1: 4K'r('ksi`)Wine: ASTM C518,0.24 at 75 degrees F. 2, Density: 15 ids/cu i. . f thlit 3, Maximum Velocity on Coated Air Sided 5,000 ft/min, 4. Adhesive.Waterproof fire retardant type, type, I, 5 ltn.. ��Fasteners: Galvanized vaniz ed steels self adhesive pad or welded with press on head; 6; W i ll not support�crobial growth in accordance with ASTM C 1071,AS T M G21 and Ggp- 22, 11r, woo • • w. h . SEPT 1996 POLICE DEPT A1DDITION&REMODEL,TIGAPD 15250 2 • rry'c • r • , 4., . ,: SECTION 15250 MECHANICAL INSULATION ;f. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION 1 , ., A. Verify that ductwork has been tested before applying insulation materials, I B. Verify that surfaces are clean,foreign material removed,and dry. 3.02 INSTALLATION A Install materials in accordance with manufacturer's i•ristrnctions. t'" - B. Continue insulation vapor barrier through penetrations. f C.c.i Piping Insulation 1. Locate insulation and cover seams in least visible locations. 2. Neatly finish insulation at supports,protrusions,and interruptions. 3 Provide insulated dual temperature pipes or cold pipes conveying fluids below ambient temperature with vapor barrier jackets. Finish with glass cloth and vapor barrier adhesive, Insulate complete system. 4. Fa; 'insulated pipes conveying fluids above ambient temperature,provide standard jackets, Bevel and seal ends of insulation at equipment,flanges,and unions: 5. Provide insert between support shield and piping on piping 2 inches diameter or larger. Fabricate of cork or other heavy density vy e,ns ty insulating material suitable for temperature,not less than 6 inches long. III 6,. Fair pipe exposed in mechanical equipment rooms or in finished spaces below 10 feet above • ' F 4 fikiished floor,finish with canvas jacket sized for finish painting. 7. For exterior applications,provide vapor barrier jacket. Insulate pipe,fittings,joints,and • finish with glass mss . valves and fini h reinforced vapor barrier cement Cover with aluminum or � valve stainless steel jacket with seams located on bottom side of horizontal piping. I. De External Ductwork Insulation • 1. Provide insulated ductwork conveying air below ambient temperature with vapor barrier jacket. Finish with tape, Seal vapor barrier penetrations with vapor barrier adhesive: • 2. Provide insulated ductwork conveying air above ambient temperature'with or without standard vapor barrier jacket, Where service access is required,bevel and seal ends of insulation. 3. Continue insulation through walls,sleeves,hangers,and other duct pa netrations, ' 4. Install without sag on underside of ductwork, Use adhesive or mechanic al fasteners ners where ,. . necessary to prevent sagging. two exposed i ..., . i . equipment rooms• � 5; For ductwork rk a sea in mechanical uipment ro or in finished spaces,aar�ish with ' � , canvas jacket sized for finish painting, . 6: For exterior applications,provide insulation with vapor bar ct jacket.I Cover with outdoor jacket. E. Duct Liner 1. dhere inst insulation with adhesive for 100 percent c • overage, r -'.2.. ~RS sul `on with-mechanical-liner fasterer ,-° efer to Sv[ACNA Standards for spacing,i r Seal liner surface penetrations with adhesive, ) 4 ions indicated are net inside dimensions required for Increase duct r. Duct dimensions s ire air flow t size to allow for insulation thickness.. i y I a; d ' SEPT 1996 POLICE DEPT ADDITION&REMODEL,rI�A� is2s�-3 ' ■ . a „p, • _ 1 8 • i• • SECTION 15250 �� 1�XEC IIC�L INSULA'T'ION . . 3.03 PIPING INSULATION SCIEDUI,E PIPE SIZE C.'KNESS I I1 '� Inch Inch A. Glass Fiber Insulation, l: Roof Drain Bodies 1,5 ;i 2. Roof Drainage _ ----Interior rain drain 1.5 1`A 3. Piping Exposed to FAP.eziatg Up to 4 2,0 • 3.04; DUCTWORK INSULATION SCI L)ULE 'THICKNESS `• Inch A. Flexible Glass Fiber ! 1. Concealed Exhaust Ducts Within 10 ft of Exterior Openings 1,0 2: Con( Jed Supply Ducts(Cooling Systems) 1:0 3.' Concealed Return Ducts in Unconditioned Spaces 1,0 • , 11 B. Rigid Glass Fiber 1 Combustion Air Ducts 1.0 2, Outside Air rtttake Ducts 1.0 . 3. Plenums(Cooling Systems) 1.0 r. 4: Return and:Relief Ducts in Mechanical Rooms 1,0 C. Duct Liner • i1 1. Where Shoi•,n on drawings and as specified. 1.0 END OF SECTION „, i I fix, 't! '.1 1 SEPT 1996 POLICE DEPT ADD ' 7IfJ►N 84 REMODEL,TtGARD 15241-4 ep °, • SECTION 15300 FIRE PROTECTION PART 1, GENERAL 1 . •fix'' 1.01 SUMMARY WORK INCL'[JJDEIJ A. Contractor is responsible for Design, fabricate and install wet-pipe sprinkler system. Contractor to • visit site and become i"amiliar with existing conditions prior to submitting bid. • 1.02 SYSTEM DESCRIPTION ',, A. Sprinkler System: Conform to the following criteria: 1• Coverage for new addition-extend modify existing or new system as required. 2. Design to NFPA 13, ,•1' • 3. Contractor to verify following data prior to bid and design of system. a Static pressure. u . b. Residual.press. Flow capacities. w 1.03 SUBMITTALS A Submittals: Submit detailed shop drawings,product data and hydraulic calculations to authority having;;unsdiction,Fire Marshall,and Owner's insurance underwriter,for approval." Submit proof • of approval to Architect/Engineer. Submit,after above approval,to architect/engineer for review and approval prior to any work • • B. Shop Drawings: For review indicate detailed pipe layout,supports,components,accessories,sizes, «. and hydraulic calculations. C, Product Data For review provide data for pipe materials used valves,manufacturer's catalog sheet • for equipment indicating rough-in size,finish,and accessories: D• Ope ratin g and Maintenance Instructions: For project close-out e-out include description of components of • system;,servicing requirements;record drawings,inspection data,and p;;is lists. E. Manufacturers Certificate: Certify system that stem has been tested and meets or exceeds code ;requirements. 1.04 QUALITY ASSURANCE A. Perform Work in • accordance with: 1.1. S p rinkler Sy stems: Co fo rm to NFPA 13 2. Standpipe and Hose Systems: Conform t o NPTA 14, • ° B Equipment and Components: Bear Ili,and fl[iai�,e1 or marking, C. Specialist Firm: Company specializing in's sprinkler and fire pr o tec tion sy systems for a rti um u m -period of three_3 -y ear s, Design,fabr�� ate and install 1 a complete sprinkler system.'. ' . 4 1• . .. Coordinate na t e piing aridl out with bu�il i ng features lig ht fixtures,air ir inl t s and outlets, • work,and existing and equipment. Indicate on Shop drawing, • 2, Provide adequate protection and su pport as required for piping and heads. 3, All pipin to be concealed; • • . SE'PT 1996 POLICE DEPT 15: �Dab1TtC�N&REMODEL.TIGA�D �Otl 1 • . •• 2 F SECTION 15300 FIRE PROTECTION 1.05 EXTRA STOCK f A. Provide extra sprinkler heads under provisions of NFPA 13. �w ' B. Provide suitable wrenches for each head type. ;.,. C. Provide metal storage',cabinet in location designated by architect. PART 2 PRODUCTS A J , 2.01 PIPING MA' I ALS A. Above Ground Inside Building Piping:Steel, Schedule 40,black,type as permitted by NFPA 13. • • B. Buried:piping;Cast or Ductile iron. 2.02 GATE VALVES s.. A. Up to and Including 2 inches: Bronze body,bronze trim,rising stem,hand wheel,solid wedge or disc,threaded ends,I B. Over 2 inches: Iron:body,bronze trim, rising stem pre-grooved for mounting tamper switch,hand • wheel,OS&Y,solid bronze or cast iron wedge,flanged or grooved ends. , I 2.03 BUTTERFLY VALVES • A. Bronze body,stainless steel disc,resilient replaceable seal,tltteaded ends,extended neck,hand fr''' wheel and gear drive and integral indicating device and built-in tamper switch. B. Iron body,iron or bronze disc,EPDM seat,wafer,ling,or grooved ends,extended neck,hand wheel, and gear drive,intetsral indicating device,and internal tamper switch, • 2,04 CHECK VALVE UP Including body swing seat,A. U" to and Incltrditt 2 inches: Bronze bad and swin disc rubber seat threaded en • B, Over y, . 5 g , i �.. • flanged ends with automatic ball check, • 2 inches: Iron bad bronze tam swing.,heck with rubber disc renewable disc and seat, I 4 r . spring,nn resilient seal,threaded,C. 4 inches and Over; Iron body,bronze disc,stainless steel p g� � ` , ded;wafer,or flanged ends. 2.05 DRAIN VALVES A, Bronze compression stop with hose thread nipple and ca p pp a. Br Brass ball valve with c p d chain;-314 inchlioseethread. SEPT 1996 POLICE DEPT AD.. , �, DI1'IrJN&REMODEL,7`IGAR.D 15300- L 14,4 • t 7 SECTION 15300 FIRE PROTECTION ` , , 2.06 SPRINKLERS , ,. . A. Manufacturers: ' ; �1. Automatic Sprinkler Corp.of America. 2. Grinnell Fire Protections System.Co.,Inc. 3. Reliable Automatic Sprinkler Company,Inc. 4, Viking Corp. B. Suspended Ceiling Type: Standard and Semi-recessed pendant type with chrome plated finish,and matching escutcheon. C. Sidewall'Type: Standard and Semi recessed horizontal sidewall type chrome plated finish with matching escutcheon; D. Guards: Finish to match sprinkler head. 2.07 SPRINKLER PIPING SPECIALTIES A. Wet Pipe Sprinkler Alarm Valve; 1: Check type valve with electrically or hydraulically operated alarms,with pressure retard chamber and variable pressure trim, B, Dry Pipe Sprinkler Alarm Valve: 1. Check type valve with electrically or hydraulically operated alarms,with accelerator. C. Water Motor Alarm: , • 1, Hydraulically operated impeller alarm gong,red enameled, D. Electric Alarm, 1. Electrically operated red enameled]gong with pressure alarm switch, E. Water Flow Switch: Vane type switch with two contacts, 2.08 FIRE DEPARTMENT CONNECTION A. Ty :Free standing type with ductile iron pedestal red enamel finish, See civil drawings, . B. Outlets: Two way with thread size to suit fire department hardware',threaded dust cap and chain of matching material and finish. i i C. Labe',: "Sprinkler Fire Department Co+iicetion". PART 3 E ECUTIGN , ' 1 3.01 INSTALLATION Install Workin accordance-with ith manufacturer's instructions tcrNp'P P1 Anstal'ilerkan ordnce-w' irastiitctic A1 , burrs bevel lain end ferrous `„�i �diameter. - s�. . ` , � ! � � �. ' Read pipe and tube ends to frill ir°��ti '���.empve�kit� rs and bevel p pipe, � �� C. Remove scale and foreign material,i• outside,before . � ,. � inside and ra a�serribly.• Seal pipe acid sleeve penetration to D. � Provide sleeves when penetrating footings,floors,or walls. ' \ ' \ ' maintain fire resistance equivalent to fire separation required. SEPT 1996 POLICE DEPT ADDITTI tA &l E MODEL,TIGAP7 15300 3 , '''V: 4 - ' .; . . ' ' y SECTION:15300 FIRE PROTECTION E. Place pipe runs to numnnze obstruction to other work.Offset around ductwork. Place piping in concealed spaces above finished ceilings. F Provide gate valves for shut-of or isolating service.Where approved,use butterfly valves instead of gate valves, • G. Provide drain'v eves at main shut-off valves,low points of piping and apparatus. • H. Connect system to water source ahead of domestic water connection,with approved double check valve assembly, I. Protection: 1. Apply temporary tape or paper cover to ensure sprinkler heads do not receive paint finish. 2, Ensure concealed sprinkler head cover plates do not receive field paint finish. 1.; Interface sprinkler system with building fire and smoke alarm system. K. Flush entire piping system of foreign matter. L. }Tydrostatically'test entire system, Test shall be witnessed by Fire Marshall,and authority'having a" , jurisdiction and owner's insurance underwriter, . END OF SECTION y • • ,„ POLICE DEPT.ADDITION' SEPT 1996 � � � � REMODFL3 TIGARD 15300-4 SECTION 15400 7,of PLUMBING • 'i PART 1 GENERAL ,., 1.01 SUMMARY A. Pipe and pipe fittings,valves. i 1,; B. Plumbing Specialties; Roof drains,cleanouts,water hammer arrestors,and hose bibs/hydrants. C. Plumbing Fixtures. a ,fi 1.02 SUBMITTALS pof A. Product Data For r eview provide manufacturers turers tit r atu r e for r lumbin s e 1 e fixtures,, and equipment B, Operating and Maintenance Instructions: For project closeout include manufacturers literature and • •i ' parts lists. PART 2 PRODUCTS • 2.01 STORM WATER PIPING,BURIED BEYOND BUILDING A. Cast Iron Pipe: ASTM A74 ,,rvice weight with neoprene gaskets or lead and oakum: B; Concrete Pipe: ASTM C14 with rubber gaskets, C. PVC Pipe: ASTM D3034, SDR 35 with elastorncric gaskets, 2,02 STORM WATERPJPJNG,BURIED AND ABOVE GRADE , A. Cast Iron Pipe: CISPI 301,hubless,service weight with neoprene gaskets and stainless steel clamps. 80-125 in lb ss clamps for buried piping. ■ I 2.03 NATURAL GAS PIPING,ABOVE GRADE ' I A. Steel Pipe: ASTM A53, Schedule 40 black,with malleable iron or forged steel fittings,screwed or . ,�. ,. welded, :! •« I 2,.04 FLANGES,UNIONS,AND COUPLINGS ' A, Pipe Size 3 Inches Under: .1 ea unions bronze unions' . , � l hle iron uizi� s piping',br,. . • . and � � � for threaded ferrou �onsfor soldered copper pipe Joints. c , i B. Pipe Site'Over.3 Inch: Forged steel flanges iUr ferrous piping;bronze flanges nor c copper piping; i,, , - - . ►hopr'ene" askets. ," C. Grooved and Shouldered Pipe End Couplings' Malleable iron housing; "C"shape composition `; sealing gasket;steel bolts,nuts,and washers. . 1). Dielectric Co galvanized nect i , with plated or steel th-re.aded end,copper solder r pnd, ripfir Water im pe �ous isolation barraer. SEPT 1996 POLICE DEPT ADDITION&REMODEL TIG � ` ° 15400 1 . / 4 S a . SECTION 15400 :.., PLUMBING 2,05 BALL VALVES A, Up to 4 Inches. Bronze two piece body,chrome plated ball regular po rt teflon seats and stuffing box ring,lever handle,solder or threaded ends. 2.05„ GAS COCKS A. Up to 2 Inches I. Bronze body,bronze tapered plug.non-lubricated,teflon packing,threaded ends. B. Over 2-1/2 Inches f7 I. Cast iron body and plug,pressure lubricated,'teflon packing,flanged or grooved ends. 2,07 ROOF DRAWS rTM 6 A. Roof Dra ns rte, • 1 Manufacturers a Curers a, J.R. Smith. b, Josam. c, Zuni. d: Wade. u� 2. See Plumbing Connection Schedule on drawings for type. 2.05 CI,EANOUTS J1 • A, Finished Floor 1. Manufacturers a JR Smith. '. b. Josam, L , i o. Zurn, d Wade. • 2. Lacquered cast iron body with anchor flange,reversible clamping collar,and adjustable nickel-brouz.round scored 'I.: .'. ored cover in service areas and round depressed cover to accept floor finish in ' ' � � finishedx'toor areas. A B. Line with lacquered cast iron body and round gasketed ' q y d epoxy coated gasketed cover,and round . steel access cover secured with machine screw. 2,09 SPECIALTIES A. C1 EANOUT5 l., Exterior Surfaced.Areas(CO) Round cast nickel bronze access frame and non-skid cover ''''' " ':.,) ' manufactured by:1R Sreiith,Josam or approved. ' • 2, Exterior Unsurfaced Areas(CO) Line type k..ith lacquered cast iron body and round . , —epoxy coated gasketted cover-manufactured by JR Smith;Josarn or approved. SEPT' I . ,. .... .f, 1996 POLICE DEPT ADDITION&REMODEL,TIGARD 15400 2 • . Tai / _ • • SECTION 15400 .. ...., PLUMBING ,`' ' PART 3 £� .ECUI'ION 3,0] EXAMINATION AND PREPARATION • t • a A. Ream pipe . P pe ancf tube ends. Remove burrs. . { B. Remove scale and dirt,on inside and outside piping before assembly. C.' Prepare piping connections to equipment with flanges or unions. E D Coordinate cutting or forming of roof or floor construction to receive drains to required invert elevations. r Review:millwork shop drawings. Confirm location and size of fixtures and openings before rough- in and installation. E. Verify adjacent construction is ready to receive rough-in work of this Section. 3.02 INSTALLATION A. Install Work in accordance with manufacturer's instructions: ' 13. Install piping to conserve building pace and not interfere with use of space, Group piping whenever practical at common elevations. ' C. Install piping to allow for expansion and contraction on without x t stressing pipe,joints,or connected'. : , equipment. D. Provide clearance for installation of insulation and access to valves and fittings. fE. Install bell and spigot pipe with bell end upstream F. install specialties in accordance with manufacturer's instn ctians•' G. Extend eleanouts to finished floor or wall surface,Lubricate threaded cleanout pings with mixture of . graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system: xp gas piping match adjacent finished � Pi", �Paint�all e osed as x xri to friar surfaces, d . .03 APPLICATION A. Use grooved Couplings r gr ed mechanical co P gs and fasteners,and dielectric connections only in accessible locations. I B, Install unions eant o at equipment pp apparatus connections. C.• downstr vales and or a Y�N valves in copper piped system,••Sweat'solde p to ...�Install brass male adapters ea�ch��a�,.,of dJ i`acla.let's pipe D 4 Install ball valves ve 5 f o h utyof land to isolate t e equipment,part of s S tem sg'ok vertical risers. DEPT ADDITION&"1tEh!IJ� L;' 1500 3 SEPT 1996 POLICE�E .I'IGARD j• . ,,_. :, . , : • SECTION 15400 !' PLUMBING • M1I • 3.04 TESTS • • I flied i signed by qualified for all Furnish observations ed 'A. Ndii�ian duration as listed o al tests. Furnis report of test obs atio s s uxn dare ed� po ery gr► y 9 ;.; inspector. Make all tests before applying insulation or otherwise concealing piping or connecting fixtures or equipment. Where part of system must be tested to avoid concealment before entire _ system is complete,test that portion separately,same as for entire system. Isolate any device 1{ installed in the system that is not rated for 150 psig pressure prior to tests. Notify Owner 48 hours , prior to all tests. 1. Drainage and Vent Piping: Hydrostatic test by filling to highest point,but not less han 10 feet tt• water column on major horizontal portion with no loss for two hours. 2. Natural Gas Piping: Isolate and test at 150 psig w\th no pressure loss for 2 hours. Verify • existing conditions of existing gas to provide servi4;e to new equipment, r rl I • END OF SECTION • ri f�, c I • CEP 199E POLICE DEPT; IaiTION REIv1OD L,TIG b 15400 4 • " I J, SECTION 15780 f( PACKAGED Ara CONDITIONING UNITS • PART 1 GENERAIL 1:01 SECTION INCLUDES A. Packaged roof top unit. • '` B Maintenance service: • 1;02 SUBMITTALS , '''', • A. Section 01001...Basic requirements: Procedures for submittals. I B. Shop Drawings: Provide for manufactured products and assemblies required. C, Product Data Provide for manufactured products and assemblies required, Indicate water,drain ' ' and electrical rough-in connections, D. Operating and Maintenance Instructions: Include manufacturer's descriptive literature,opera:ing instructions,installation instructions,maintenance and repair data,and parts listing. 1,03 I4'ARBA,N' •• ' 1 A. Section 01001-Basic Requirements: Provide a five year warranty to include coverage for r g refrigeration compressors and heat exchangers. • 1.04 MAINTENANCE A, Provide one extra a set of er it t A s PART 2 PRODUCTS 2,01 PACKAGED ROOF TOP AIR CONDITIONING UNITS A, Manufacturers 1. Carrier, ' 2, Day&Night. 3. Lennox. 4. McQuay. � 5, Tran e. B Unit: Self-cantairtd;packaged,fac tory assembled and p e wired unit,consisting of ca binet and am supply fan,exhaus t fan,heat exchanger and burner,controls,air filters,refrigerant g B rant coolflng coil compressor,condenser coil and condenser fan, ss- or removable• � � � � �C. •�'-'Cabinet`Galvanized steel with baked enamel firiish,acce doors able adacss panels with quick fasteners: t • I y' ., " SEPT 1996 POLICE DEPT ADDITION&REMODEL,TIGARD 15780- , d v • • SECTION.15780 Y PACKAGED AIR CONDITIONING STS • • D. Insulation:One inch thick neoprene coated glass fiber. E. Heat Exchangers:Aluminized steel,of welded construction • F. Supply and Exhaust Fan:Forward curved centrifugal type,resiliently mounted with V-belt drive, adjustable variable pitch motor pulley and rubber isolated hinge mounted motor or direct drive with r . multiple speeds. Fan shall be statically and dynamically balanced. G. Air Filters:2 inch thick glass fiber disposable media in metal frames. H, Roof Mounting Curb:8 inches high galvanized steel channel frame with gaskets and nailer strips, . I; Gas Burner:Atmospheric type burner with adjustable combustion air supply,pressure regulator,gas „ valves,manual shut-off,intermittent spark or glow coil ignition,flame sensing device,automatic 100 percent shut-off pilot,and high limit, Temperature sensor sensing bonnet temperatures independent of burner controls,energizes fan, r 7, Evaporator Coil Copper tube,aluminum fin coil assembly with capillary tubes or thermostatic expansion valves,galvanized drain pan and connection, K. Compressor: Hermetic or semi-hermetic compressor,3600 rpm,resiliently mounted with positive tkow lubrication,crankcase heater,high and low pressure safety controls,motor overload protection, suction and discharge service valves and gage ports,and filter drier; • 1, Outdoor thermostat shall energize compressor above 57 degrees F ambient,. 2. Step capacity control: Hot gas by-pass,Cycling compressors, Cylinder unloading or Cycling • multi-speed compressors. L. Condenser Coil: Copper tube aluminum fin coil assembly with sub cooling rows,coil guard,direct drive propeller fans,resiliently mounted wiry fan guard,motor overload protection,wired to operate with compressor. Provide refrigerant pressure switches to cycle condenser fans: M. Motors:Factory lubricated and isolated from the frame. N. Dampers:P..rovide outside,return,and reliee f da mper s with damper operator an d control package�o , automatically va ry outside air quantity, Outside air damper shall fail to closed position, O. Damper O per ator:24 vol t with train,s cal ed in oil with spring return on units 7,5 ton cooling • capacity and larger, dampers to mini • � :Mixed Air Controls:Maintain selected , temperature air m P. .Mt�C �ted�supply air p � e and return minimum position on ea for heating and when ambient am enthalpy exceeds return enthalpy: PART 3 EXECUTION 3;01 INSTALL-ATION A. Work accordance. Install. rk nn actor with ntianufactnrer s instructions, ' � and � t' B. Coordinate installation of Units with architectural,mechanical, nd electrical .work. C. Provide initial start-up and shut-down during first y ear of operation,i.ncluding routine servicitigand check-out. • SEP'I' 1996. POLICE DEPT ADDITION&REMODEL;l IGARD 15780-2 ..,.: _.. ,.. ....,..o... .,. ".... ........a . , . .. .._... , .. .. _.._.. .. ..,. . . ,,.. .. .... � , . . .. • n f' SECTION 15780 ♦. <d',.f �,� ,/ PACKAGED AIR�c CONDITIONING TS D. ,, N.tornrt roof rnotinted units on factory built roof mounting frame providing watertight enclosure to protect ductwork and utility services, Install roof mounting frame level. • • ' E. Supply traits fully charged with refrigerant and filled witia,oil. F. Scheduled performance is based on SARI 210/240 test conditions. Scheduled sound,rating is based .; on AtI,27th: 3 02 SCHEDULES A. See Equipment Schedules on drawings. END OF SECTION ♦ • I I " I ,gyp SEPT 1996 POLICE DEPT A1DD1T1CN'&REMODEL,TIGARD 15'180-3 ,!, .........: ... .... ... .may SECTION 15880 AIR DISTlUTIO3I , , '} 1. " ' , PART 1 GENERAL ' ' ' 1:01 SECTION INCLUDES . . . : A. Filters. or B. Ductwork and ductwork accessories. C. Volume control dampers. D. Flexible duct connections, E Diffusers,boots registers gnles • 1 02 SUBM[TrALS } A, Shop Drawings. Indicate for manufactured products and asseniblies,and include electrict , yJ;` characteristics and connection requirements. % '.:, : i., B. Product Data Provide for manufactured products and assemblies,and include electrical characteristics and connection requirements, C. Operating and Maintenance Instructions; Include instructions for lubrication,filter spare parts lists,and wiring diagrams. . � PART 2 PRODUCTS • 2,01 FILTERS • A. M...ataufacturers 1. Far , r m 2, American Air Filter, • 13 Disposable,Extended Area Panel Filters: Pleated,reinforced cotton or glass fiber fabric,supported , m" and bonded to welded wire grid. 1: Frame; Cardboard, a 2. Nominal thickness:2 inches. 3. Rating: ASHRAE 52-76,dust spot efficiency. l4k f I 2.02 DUCTWORK ,, MI . .. -#ormi g gndilty. Steel Ducts: Galvanized steel;s beet lock r,. Insulated ., Mated.F 'bl � � duct wrapped'��ith�fieriblc insulation,�enclosed � h va r barn wra lass fiber` lean a Ducts;k'lexible d ;encl y J rs , g, resistive,used albrle barrier jacket, 3, Seala��t:Non-k�ardenin water resistant fire or with tapo, �;� 4.'1 '. i SEPT 1.996 POLICE DEITT ADDITION&1 EMODEL;T1GA tri 15880-1 W 1 r SECTION 15880 AIR DISTRIBUTION B. Metal Ductwork 1. Fabricate and support in accordance with SMACNA HVAC Duct Construction Standards- Metal and Flexible except as indicated; 2, Construct Ts,bends,and elbows with radius of 1-1/2 times width of duct on center line. 1 • Where not possible provide turning vanes. 3. Increase duct sizes gradually,not exceeding 30 degrees divergence and 45 degrees convergence. . 4 Connect flexible ducts to metal ducts with draw bands. 5. Use crimp joints with or without bead for joining round duct sizes S inch and smaller with crimp in direction.of air flow. 2.03 VOLUME CONTROL DAIv1PFRS :' A. Fabricate in accordance with SMACNA][ VAC Duct Construction Standards-Metal and Flexible, y and as indicated. B. Fabricate splitter dampers of material same gage as duct to 24 inches size in either direction,and ' two gages heavier for larger sizes. Secure with continuous hinge or rod. Operate with minimum • .. 1/4 inch diameter rod. . . , C. Fabricate sin g le blade dampers for duct sizes to 12 x 30 inch. D. Fabricate multi blade damper of opposed blade pattern with maximum blade sizes 12'x 72 inch. Assemble center and edge crimped blades in prime coated or galvanized chat,riel frame with suitable hardware, E. Except in round ductwork 12.itches and smaller,provide end bearings. F. Provide locking,indicating quadrant regulators on single and multi-blade dampers, Where width exceeds 30 inches provide regulator at both ends. . 2.04 FLEXIBLE DUCT CONNECTIONS 1 A. UL listed fire-retardant neoprene coated Woven glass fiber fabric to N.'PA 90A,approximately 3 , l. inches wide,crimped into metal edging stri • ", 2.05 DUC'ACCESS DOORS k � A, Fabricate in accordance with • SMACNA HVAC Duct Construction Standards Metal and Flexible. {� ur B, Access doors smaller than 12 inches square may be secured ed with sash locks. Access doors with ; sheet metal screw fastener are not acceptable, '• OUP 2,06 AIR OU ,ETS AND INLF,TS a . �r x'11 ' � A, Manufacturers f, -'," 1, -Krueger. • , „' 2, Titus, ,, 3, Anemostat, ,,.. �. , Carnes, B, Ste Equipment Schedules on Drawings, t . t POLICE DEPT ADDITION &IEMVIODEL TIGARD 15 •d•� SEPT 1996 �' � �'C�LI'�� DEPT �, ARD � � 880=2 r o AIR.DISTF UTION • • , PART 3 EXECUTION • 3.01 INSTALLATION . ' . I,' A. Install products in accordance with manufacturer's instructions. • ' ' B. Install flexible connections specified between fan inlet and discharge ductwork. Flexible connectors shall not be in tension while running. : ... . C. Prevent passage of unfiltered air around filters with felt,rubber,or neoprene gaskets. ' .• D. Locate ducts with sufficient space around equipment to allow normal operating and.maintenance • activities. • ' E. Connect diffusers where shown to low pressure ducts with 4 feet maximum length of flexible duct, • ' Hold in place with strap or clamp: F. During construction provide temporary closures of metal'or taped polyethylene on open ductwork to . . • prevent construction dust from entering ductwork system. .• i G. Provide flexible connections immediately adjacent to equipment in ducts associated with fans and . . •. motorized equipment. , . FI�r « Provide duct access doors for inspection and cleaning,before and after filters,coils,fans,automatic dampers,and elsewhere as indicated. Provide minimum 8 x 8 inch size for hand access, 18 x 18 . inch size for shoulder access. • I. Check location i on of air outlets et5 aI1 d inlets etS and make ne necessary �a dJ adjustments ents itl position to conform with -.. architectural features,symmetry,and lighting arrangement. J. Provide balancing dampers on duct take-off to diffusers,and grilles and registers,regardless of hether'dampers are specified as part of the diffuser,or grille register • - . w , g and re ter assembly; K. Paint ductwork visible behind air outlets and inlets matte black. Refer to Division 9 L. Clean all surfaces of inlets and outlets after installation and before balancing. ' cr- • 7,' END OP SECTION 1 I'. Y. Y 4 4y II I i ,. . � SEPT PZ 1 9� POLICE��P� ADDITION&REMODEL,TIGARD 15880-3 14'.' •. ...., . . • , ' . . . . ' .. . . • • ■ • / Ii't, . SECTION 15950 CONTROLS :;. PART 1 GENET 1.01 GENERAL REQUIREMENTS r A. 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 DESCRIPTION ,ar. A. Contractor is responsible for designing,fabricating and installing the complete control system as , required and as approved for a complete working system. Provide all wiring,conduit,relays, . r . ? contactors,thermostats,etc,to accomplish the controls as outlined in the sequence of operation, :. l . All control wiring rough-in and final connections(including 120 volt control wiring)shall be • • " included in this work,and shall be the responsibility of the contractor. All boxes,fittings,conduit, cables,methods,and installation to conform to NEC,drawings and specifications, , 1.03 REFERENCES • r ,'. . A. Section 15050.-13asic'Mateiyals and Methods, B. Section 15600-Furnaces, C. Section 15850'-Air Handling. 'I 1.04 SUBMITTALS A. Provide shop drawings and product data for the following: 1. Drawings: Furnish six copies of complete lcontrol diagrams indicating connection I.m•ints a .; 4,, description and function of all control equipment. Include written description of control sequences,and a list of all equipment cross referenced to the control diagrams indicating manufacturers numbers, 2, Devices and equipment q a. Programmable Room thermostat, �tf L(_ i b. Loi,v Leakage Dampers and damper motors/operators: a. 'r c. Relays,contactors and Transformers, d, All Other Materials Required for a Complete Operating H JAC System, 4 3. Include record wiring drawings showing installed condition and operating changes made ' i' during start-up in each Operating and Maintenance manual; „. 4, Shop drawings will be submitted and approved prior to system installation, } ' l PART 2 PRODUCTS . ! '''. .:. . , 2.01 -ROOM THERMOSTATS ' ' t .A, Seven day programmable,mrarle ,Honeywell well T1300 PI47400 or approved. • I I , I i .. b I k Y SEP T 1996 P O LICE D Pr ADDITION&IEMO B EL, TIGARI3 15950 1 Y; . �: ,�. it . .� 1 .. a ti,, . ' • • , 't. j r > . 1.02 WIRING to- . A. Shall be in accordance with"Electrical"Division 16 of these specifications and all applicable codes. L It shall be the responsibility of the Mechanical Sub-Contractor to study the mechanical and electrical ' project drawings and specifications and provide all wiring relating to the control system not furnished therein, This wiring includes contactors,relays,etc.,and incidental power wiring(as time clock wiring,power when running through the stat,transformer,etc. • 2.03 AUTOMATIC/MOTORIZED DAMPERS A. Multiple opposed blade type,except Viere either dimension is less than 10 inches a single blade , may be used or if application restricts air mixing parallel blades may be used,maximum blade 11' length to be 48 inches. Galvanized blades to be interlocking,minimum 16 gauge: Frame to be 16 • ' ., ga,galvanized steel,reinforce to prevent raking: Linkage concealed in frame, Dampers;to have polyurethane edge seals and flexible jam seals,side seating stops,platted steel shafts and cycology 800 bearings. Damper blades reinforced,have continuous full length axle shafts and/or operating, i` jackshafts as required to provide equal ti acking of all blades. Dampers to have low air leakkage • characteristics. Damper motors/operators sized to handle required damper size, Ruskin,Honeywell Penn,equivalent,or approved. ' ti, J 111 , 6 2,04 OTHER MATERIALS A. All other materials,not specifically described but required for a complete and operating system, �,� , shall be new first quality of their respective kinds and subject to the approval of the Architect/Engineer, Provide all necessary valves,relays,protective devices,transformers, temperature sensors,mounting boards,etc.,as required to accomplish control as outlined: ,a . 2.05 LABELS , A, Install engraved black and white bakelite name plates on or adjacent to all switches,relays,starters .F and control instruments except room thermostats. . .'• PART 3 EXECUTION `c • ., 3,01 GENERAL. ,.9 A, Where control wiring is susceptible to damage install in conduit, , I ''''.• '*.•. 3.02 CONTROL ADJUST ENT . e A. All temperature control settings indicated are approximate and intended to indicate range of instrument to be used Adjustments shall be made as required by individual locations job requirements and location conditions, ,,•p•. 3.03 CALIBRATION AND STARTIiP A The shall calibrate systems n: e contractor sh alibrate and adjust all control steins'and components and place in proper r operation, Each systemn control sequence shall be checked and adjusted for complete and proper . At the en p o'ect coin letion the� o .. or shall demo the owners t '• ,�: r ;, operation., d of project p , .e contract demonstrate to th l'o',. , - representatiVe proper operation of all control facthties. 4 ' I. SEPT 1996 POLICE DEPT ADDITION&I EMODEL,TIGARD , ' 15950 a 2 I. i V ' ' . . , , , I6 " •.V h 3:04 SEQUENCE OF EQUIPMENT OPERATION 4 A. AC1,AC2,and AC3 4. IV, 1. Occupied setting of thermostat a. Fan runs continuously, • b. Heating 1) During morning warm-up outside air damper closed. When return air temperature r, reaches 68 Degrees F,outside air damper drives open to minimum position. 2) Room thermostat cycles burner on cull for heat. • c. Cooling 1) position. ., compressor(s)will cycle on call for cooling. Outside air open to minimum pos • I. 'rY 1, V. 1 .' 2, Un-occupied setting of thermostat • a. Night low limit thermostat cycles burner and fan on call for heating. . �, b: Outside air damper closed. • END OF SECTION • .ii br ,I t x,P r I � r i tom' rc 5` � d. rte t i I , . . . • 1 SEPT 1996 POLICE I71Z'T A A z TIG1T R✓M'O�E� ,TI J 15950 r 3 /� ' • I „ - 0 1 r � � ..... .Y r \ + Y ry ' r` J r .. . A } r SECTION 15990 ', TESTING,ADJUSTING AND BALANCING •`!� ' PART 1 GENERAL �;�� 1.0 SECTION INCLUDES 4 A, Air systems, ,, 1.02 SUBMITTALS c, A. Draft Reports Submit 4 copies for review prior to final acceptance of Project. • ." ` final B, Test Reports: Submit prior to acceptance of project and for inclusion in operating• l l� g and maintenance manuals, Provide iz soft cover,letter size,3-ring binder,with index page and tabs, and cover identification. Include reduced scale drawings with air outlets and equipment identified : to correspond with data sheets,and indicating thermostat locations. C. Report Forms: AABC� National Standards for Total System 3alanc forms. • PART 2 PRODUCTS not used . • o• r PART 3 EXECUTION 301 AGENCIES A. Air Balancing Specialty,Inc. , B. Northwest Engineetin g'• C. Professional Mr Balance Service, 3.02 EXAMINATION AND PREPARATION A. Before con�ttnencing work,verify that systems are complete and operable. B. Report any defects,deficiencies,or abnormal conditions in mechanical systems which prevent system balance to architectiengineer. • C. Beginning of work means acceptance of existing conditions, I). Recorded data shall represent actually measured or observed condition. y E. Permanently mark settings of valves,dampers,and other adjustment devices, Set and lock memory stops. , 3.03 1NST CEO . ALIL�`A'ION�'CaI:EI?:AI+I A, Air Handling S sterns: Adjust t o-within plus or inus S percent for suppp ly systems and plus is or j t Minus 10 percent for return and exhaust systems of design q. t B. Air Outlets and Inlets: Adjust to within plus or minus 10 percent of I r j plus p t o design. 1 I , I 1 4 SEPT 1996 POLICE DEPT ADDITION&REMODEL,TIGARD 15990-l . I 'i (' . 1.1 �•., .. . ' . 14 i4._. . ! • r, I. '', SECTION 15990 , TESTING,ADJUSTING AND BALANCING a �.we, ' t 3 M K 3.04 AIR SYS rEIVI PROCEDURE A • • A. Adjust all new air handling and distribution systems to,provide supply,or re uired desi n return q g . and exhaust air quantities. 1) To balance return air,calculate the multiplier-for example: 1. ' I [(2000 cfxn SA)-(200 cfm OA)] /2000 cfm =Multiplier " =0.9 1 ' This is to be used as the return air multiplying factor. Example:If 100 cfm is shown on plans, 1, . : the balancer is to balance return air during occupancy at 1004'0.9 90 cfm. N , Note:for outside air,see schedules on drawings. f Make ,,, • 3. a air quantity measurements in ducts by traverse of entire cross sectional area of duct. t C. Measure air quant'l.;es'at air inlets and outlets. fIt", D. Use volume control devices to regulate air quantities only to extent that odjustments do not create it; objectionable air motion or sound levels. Effect volume control by duct internal devices such as �, ; ,:' dampers. ,, E. Vary total ,stem air quantities fan speeds. Provide drive changes' ary tai sy� by adjustment of 'an es required. Mary ,a branch air quantities by damper regulation, F. Measure static air pressure conditions on air supply units,including filter and roil pressure drops, and total pressure across the fain. Allow for 50 percent loading of filters. 5 G. Adjust automatic outside air, air,and exhaust s t air dampers s for design condi tions.tions. ,g I• I" Measure temperature conditions across outside air,return air,and exhaust air dampers to check h leakage. 1 1 • . r 1, Where modulating dampers are P rovided take measurements and balance at extreme conditions,ons. , a END OF SECTION r.. H :, 1 , . I I" • SEPT 1996 POLICE EP r O �'c AE DLL I`d 1�0 ,T'ICBAD 199 ,: I y , t I a o , SECTION 16010 • BASIC ELECTRICAL REQUIREMENTS • PART 1 GENERAL ,.: 1.01 DEFINITIONS ., r . A. Where the Words "furnish", "provide", "inr tali 1 appear in , this Division, or a manufacturer is indicated with item or . product catalog . nunther listed, install and furnish the ,,;. item complete and operating for the purpose or function intended, unless noted otherwise. B. All references to power system voltages are RNIS per definition in NEC 100. s 1.02 SYSTEM DESCRIPTION . A. Design Requirement:,: Electrical systems required for this ,� . ' , work includes all labor, materials, equipment, and services necessary to complete installation of electrical 1 work shown on Drawings, specified herein or required, for a complete operable facility and not specifically described in other Sections of these Specifications. Among the items required are 1. Service and distribution equipment shown on ' Drawings. 2. Feeders to subdistribution and branch circuit panels, HVAC equipment, and specific equipment as p P indicated on Drawings. ' • 3 . Branch circuit wiring from the branch circuit panels - 1, for lighting, receptacles, junction boxes, motors, signal systems and other indicated circuits wiring. 4 . Luminaires, control switches, receptacles, relays, ' 1 supports and other accessory items. J 5. wiring and final inal power connections for motors installed for heating, cooling and ventilation. 1 6, Raceway Systems for special systems, provide cable or conductors only as indicated. •. a. 7. Fire Alarm and other systems • SEPT 1996 POLICE DEPT ADDITION „& REMODEL, TIGARD 16010 - 1 NY 1 ! l• i n Gv ti r 1,0 3 St7DNiIT`IALSi' A. Materials Substitutions: 14 Submit requests for material substitutions to the < Architect in compliance with Contract Document requirements. Concurrently, submit two additional , ) i . ,• copies directly to the Architect's Consulting Electrical Engineer. . 2. Indicate any deviation or noncompliance, by an 1., ' •.� attached letter explaining a proposed change. ,; • submitted material does not rant Approval of bm�. g • pp ^' deviation from the Contract requirements. Include in Bid Sum additional expense resulting from the ;% E Contractor's decision to use substitute materials laj including all costs by other affected crafts. i B. Product Data: Submit in accordance with Instructions to Bidders. Attach items of like nature to one substitution form. • C. Shop Drawings: U':, ! . 1. Submit in accordance with Division 1. Include f physical and electrical characteristics; i.e. dimensions, materials, voltage, phase, etc. , 'of all new equipment. Include installation wiring diagrams for each special system and communication s stem. -, • p y y 2. If deviations, discrepancies or conflicts between , . Shop Drawings and the Drawings and Specifications are discovered either prior to or, after Shop,Drawing Y` " Submittals are processed by Architect, Drawings and Specifications take precedence. 30 Shop Drawing Submittals processed, by Architect are not Change Orders. The purpose of Shop Drawings is to demonstrates an understanding of the design concept. D. Project Record Documents: • 1. On completion of work, deliver to Architect one set of accurately marked reproducible drawings. Show all change and variations. .. . from Drawings and exact . routes of all feeders, service conduits and location ,.... • of all conduits stubbed out for future continuation " v - • with definite dimensions and burial ur ial depths. 2 . Drawings and letterin g, neat, clean and le g ibl e. 3 . Order and pay for required rep roducibJes. tracings, for purpose of producing Record Drawing 5' ; provided by Architect at start of project. (` • DEPT 199 GDEPT POLICE ADDITIoN & REMODEL, TIGARD 16010 - 2 • { i 4, Maintain one "work" sot on project site at all times. Work set subject to inspection by Architect during construction. E. Operation and Maintenance Data: 1. Submit the following prior to final acceptance and ', request for final payment for Division 16 work, in ^onf ormance with the P:cj ect Closeout requirements of. the General Provisions: a. Record Drawings. b. Operation and Maintenance Manuals. 2. Provide four complete sets of Operation and Maintenance Manuals including, but not limited to, the following: a. Schematic diagrams, installation wiring It diagrams and instructions and Operation and Maintenance Manuals for all communications, special systems, signalling and control systems and equipment. b. Complete luminair'e cuts including lamps furnished for all luminaires. c: Shop Drawings and Installation, Operation and 'M aintenance Manuals for all power distribution and control equipment including service and distribution equipment, branch panels, etc. r d. Copies of certificates of code authority � • a acceptance, and test data and other special guarantees, warranties, etc specified elsewhere herein and/or indicated on the .,5 Drawings. 3. Assemble each set in standard hardback, 3-ring binders. Do not exceed binder fill of 50 percent; i.e. , 1-inch thickness of paper in 2 inch binder. Use tabular dividers to organize the materials in the same order as this Specification. Mark each •• divider according to (sub) section number and name' 1. 04 DELIVERY, STORAGE' AND HANDLING A. Acceptance at site: {, 1. no not use scratched, marred or deformed materials. 2. Do not use luminaires, material or equipment in wet cartons or boxes, stored in or exposed to rains t water,ter dust, , dirt dirt or snow. ,. . 5 SE' PT 1996 POLICE DEPT AD DITIO N & REMODEL, TIGARD 16010 - 3 °lt x ' Q i1GG L ,.. 1.05 SEQUENCING AND SCHEDULING • A. Cooperation with Other Crafts; /72 , . N 1. Cooperate with other crafts and contracts as needed . • for the proper execution of the work. 2 . Prior to the installation of equipment, verify the requirements indicated in Division 16 with the ` actual electrical requirements and characteristics of the equipment supplied. k 3. Obtain wiring or schematic diagrams' for confirmation . and connections. Bring deviations to the attention \- t of the Architect 4 . Examine the Drawings of all other trades or crafts ' ,V to avoid conflicts. Resolve conflicts with the Architect prior to installation. n ' A E. Safety: Refer to Section 00700, Genertl Conditions. ' y M a 1. 06 WARRANTY A. General Warranty: Comply with the provisions of Section 01700, Contract Closeout. 1 Q . PART 2 PRODUCTS 2.01 MANUFACTURERS A. General: Like items from one manufacturer; i.e. , luminaire types, switches, receptacles, breakers, panels, etc. e µ,J 2.02 MATERIALS A. Provide electrical materials of the type and quality indicated, or ',approved, ' new, listed by the Underwriters° 1 '' Laboratories, bearing their label wherever standards have been established and label service is regularly furnished by them. Indicated brand names and catalog numbers are L. used to establish standards of performance and quality. The description of materials listed herein governs in the catalog g rs do ) event that a numbers not correspond to the materials described herein. ` 2.03 ACCESSORIES A. Special reattir'es and Incidentals 1 Include x s pe is 1 features, finishes, description tion or ,, �e quirnrien is indicated in the Contract Documents for particular items or eciuipment, rega dless of � � 1 inclusion in the item's listed catalog nu mber. .' , L SEPT 1996 ADDITION POLICE=, � DEPT ADD REMOpE €; . t y 1 + h 7�f . 7 1 tb •A i L k• �' y' r ce 2• Provide and install as part of the Contract work all incidentals, not specifically mentioned herein or noted on the Drawings, but needed to complete the • C satisfactory � system or systems, � in � a safe and, � sat�,sfac working condition ._ 2.04 FABRICATION A. Shop/Factory Finishing: Modify manufacturer's products at the factory to comply with the special requirements noted. , PART 3 EXECUTION 3.01 VER iFICATIO1 J A. Verification of Conditions: 1. Bidder is required to visit site of proposed construction. Verify and inspect the existing site to determine the conditions that affect this work. : i7J 2. Include all costs in the bid price for the work and ` material required to comply with the Contract Documents, based on the actual existing conditions r and the information indicated in the Contract Documents.' , d 3. Failure to visit site and verify conditions . affecting work of this Division does not relieve Contractor from the necessity of doing any and all work which is necessary to make ; 'all electrical installations and systems complete. . a ti B. Construction Documents. Electrical Drawings are diagrammatic with symbols representing electrical equipment, outlets and wiring. , 1• ft 2. Electrical ,symbols, indicating wiring and equipment, • ' L.4 : �. shown on the Drawings or specified in Division 16, • • are included in Division 16 work unless specifically noted otherwise. 3. Drawings indicate general directions and routes of . feeders and service conductor systems., Determine exact rou and with installation stalla ` : electrical wiring `, to a n .ion of. 1 and equipment with Conditions of constructi I . r 41µ•m ' 6. Data given herein and shown on Electrical Drawings ' is as exact as could be secured but its absolute I accuracy is not guaranteed. r C. Clarification: l.. Prior to submitting a bid, bring to the attention of the Architect any ambiguous, conflicting or unclear �' ,,r instructions. Such items will be clarified by the Architect in Addendum form. 2. In the event that time does not permit clarification ;r prior to bic ,,,Ipeuing, the Drawings govern in matters of quantity, the Specification in matters of f; quality. In event of conflict on the Drawings or in the Specifications, the greater quantity and the "1 higher quality apply. 3 . Should the Electrical Documents indicate a condition conflicting with the governing codes and regulations, refrain from installing that portion of ` the- work until clarified by ths.' Architect. Remove ar 'correctly install, as , y �. ,, ,part `of the Contract work, t: work installed in violation of the governing cam,tra:, 3.02. INSTALLATION ti A. Codes and Permits: 1. Comply with the latest rules and regulations of the codes of the state and local authorities having jurisdiction 2 . Furnish all materials and labor required for ljI compliance with these Rules and Regulations. Items in excess of code requirements take precedence. :3 Obtain and pay for all required permits, plan check f ,AJ charges and certificates. Deliver Certificates of Acceptance from the Code-Enforcing Authorities to . Architect prior to request for final inspection and '0 acceptance of work; ' •r � I .. 3 . 03 FIELD QUALITY CONTROL , A. Tests: 1. Conduct` tests of equipment and syste ms to . . demonstrate compliance with requirements specified in Division 16. ! - rr r I r I L. ' • • . . SEPT 196 POLICE DEP T ADDITION & REMODEL, TIGARD 16010 6 .y •. , • • ., i . ..... - ,.r .- , , a .r..u. u ...,1. r ,''', 2. Provide journey-level electrician with tools, meters, instruments and other test equipment. Remove and replace trims, covers, luminaires, etc. , , and test materials, systems, methods and quality of ., work in the presence of the Architect for final 9,' review at completion of the work. 3. In the, presence of the Architect, conduct thorough tests of all Special Systems and Communication Systems. Emergency system tests, conform to NEC B. Inspection: Do not cover work prior to review by the Architect. )` 3. 04 CLEANING' • 4 Y A. Tools and Materials: 1. Keep tools and materials, in an orderly manner ` throughout the construction period. u �.es 2. Upon completion of the work, remove al]. s ppl � materials, tocls, etc. , furnished by the Electrical Division. B. Dirt, Debris and Dust: 1. Remove dirt and debris of whatever nature caused by the execution of the electrical work. 2. Leave the entire electrical system installed under this Contract in clean, dust-free and proper working order. s art • C. Vacuum clean interiors of all new and modified electrical equipment enclosures. . 3.05 EXCAVATION AND BACKFILL A. Refer to Division 1, General Requirements. B. Perform all necessary excavation and backfill 'for the installation of electrical work and as indicated herein. :. nonmetallic conduit burial cables, C. For' nonme - �� f nsand or clean ea th fill place k"�� minimum 3-inch cover of i around the cable or conduit on a leveled trench bottom" Lay .., conduit on a smooth level trench bottom, so La ' �1�: steel co that contact is made for its entire length. Retac `e water ,. . from. trench while being. , h�.le electrical conduit �is k►e laid. . SEPT 1996 � � POLICE DEPT ADDITION & REMODEL, TIGARD 16010 - ��7 l • y L 3.06 NOISE CONTROL r, A. Do not place outlet boxes at opposite side of partitions back to back or use straight through boxes. r. E. Do not place contactors, transformers, starters and similar noise producing devices on walls which are common ,, • spaces unless specifically called for on the to occupied spar p y Drawings. Where such devices must be mounted on walls common to occupied spaces, mount or isolate in such a manner as to effectively prevent the transmission of their inherent noise to the occupied space. C. Ballasts, contactors, starters, transformers and like ' ` • equipment which are found to be noticeably noisier than other similar equipment on the project will be deemed defective and require replacement. a I , 3. 07 DEMOLITION A. Scope: 4 1. It is the intent of these documents to provide the necessary information and adjustments to the electrical system required to meet code, and accommodate installation of the new work. 9 2 . Coordinate with the Owner so that work can be scheduled not to interrupt operations, normal activities, building access, access to different areas. The Owner will cooperate to the best of their ability to assist in a coordinated scheduler but will remain the final authority as to time of work permitted. 3 . Existing Conditions Determine the exact location 1 of all existing utilities before commencing work, compensate the Owner for any and all damages caused by the Contractor's failure to exactly locate and • preserve any and all underground utilities. Replace I, damaged items with new material to match existing. Promptly notify er if„utilities are found f� ' Owner utilities nd which are not shown on the Drawings.' B. Equipment: Unless otherwise directed, luminaires being rwise , mire removed as part of the demolition process are the Owner's property. ll ot'he ' equipment Remove all r not scheduled to be reused relocated from the jobsite as directed by the e or re oc at Owner. POLICE ICE DEPT ADDITION 16010 8 SEPT 1.9�C L I� & REMODEL, TIGARD . a ' , • • tl ii C. Execution. 1. Remove all existing luminaires, switches, rccep- tacles, and other electrical equipment and devices and associated wiring from walls, ceilings, floors, and other surfaces scheduled for remodeling, relocation, or demolition unless specifically shown as retained or relocated on the Drawings. 2. Maintain inta' electrical continuity of all existing systems. Remove or relocate electrical boxes, . conduit, wiring, equipment, luminaires, etc. as may be encountered in removed or remodeled areas in the existing construction affected by this work. Remove and restore wiring which serves usable existing :'°, outlets clear of the construction or demolition. If • existing junction boxes will be made inaccessible, or if abandoned outlets serve as feed through boxes ' for other existing electrical equipment which is being retained, provide new conduit and wire to ', bypass the abandoned outlets. If existing conduits pass through partitions or ceiling which are being removed or remodeled, provide new conduit and wire to reroute clear of the construction or demolition and maintain service to the existing load. 3 . Extend circuiting and devices in all existing walls 4 to be furred out. 4 Existing electrical outlets and luminaires are ihi indicated on Electrical Demolition Plans. Verify' exact location and number of existin g electrical outlets and luminaires in the field. Only partia]. , existing electrical shown. Locations of items shown on the Drawings as existing are partially based on Record and other Drawings which may contain errors. ' . Verify the accuracy of the inform ation shown prior ^ to bidding provide such labor and material ;as "is necessary to accomplish the intent of the Contract Documents ° 5. Remove all abandoned Wiring to leave site clean. 6. j Keep outages to occupied areas to a minimum and prearrange all. outages with the Owner's representative. ReqUests for outages shall state ,p maximum specific dates and �� � kept� t Y, �ons�f with the h nd' the durations, dates and hours' and the ax'`mum durations.? .. 4 , g o t se s edific • Compensate for damages� resulting� • Owner m f car those not conf from . t• the sewn y ` unscheduled outages or ined to the ' I preapproved times. 7; Verify a location for storage of mater_Lals, • supplies, tools, rubbish, etc: prior to start of work. ' SEPT 1996 POLICE DEPT ADDITION & REMODEL, TICARD 16010 9 4 i ' ,fir + M r;:r 1i it , S. Existing lighting which is to remain or be relocated is to be relamped, reballasted and cleaned. Leave all luminaries in proper working order. , 9. If any existing electrical equipment contains PCBs • (poly-chlorinated bi-phenols) , replace with new. uel fi Match, existing characteristics but without PCBs. 10. Prior to bid, remove covers and doors from existing switchboards, panelboards, transformers, etc. to • determine if existing conditions are in compliance with currently enforced code requirements. Upgrade all items not complying with current codes in this Contract. t 3.08 CONTIN'UIT'Y OF SERVICE II A. No interruption of services to any part of existing facilities will be permitted without express 'permission in each instance from the Owner. Obtain written permission from the Owner for any interruption of power, lighting or signal circuits and systems. B. If overtime is necessary, there will be no allowance made 4J, by Owner for extra expense for such overtime or shift work, due to maintaining continuity of service herein required. C. Organize work to minimize duration of power interruption. VLI END OF SECTION • IL; I4 3 I ' . t I I I I I I I I I I , ;f _ r I SEAT 1996 POLICE "DEPT ;ADDITION & REMODEL TIOARD 16010 - 10 t • SECTION 16050 - BASIC MATERIALS AND METHODS PART 1 GENERAL 0. ;,f; :L 01 SUMMARY � . , A. Section Includes: 1. Raceways. 2. Wires, Cables and Connectors. ;" 3 . Outlet Boxes. 4. Devices and Plates. 5. Disconnect Switches. 6. Identification. 1. 02 ' ELECTRICAL CONNECTIONS A. Connect equipment, whether furnished by Owner or other Divisions of the Contract, electrically complete. 1. 03 SUPPORTING DEVICES A. Safety factor of 4 required for every f4stening device or support for electrical equipment installed. Support to withstand four times weight of equipment it supports. Bracing to comply with Seismic Zone 3 requirements. PART 2 PRODUCTS 2 . 01 RACEWAYS A. Conduits: 1. Galvanized Rigid Steel Conduit (CRC) : Hot dip galvanized after thread cutting. Manufacture in r Conformance with Federal Specification WWC-581' . ed (latest revision) and ANSI C80. 1 2. Intermediate Metal Conduit (IMC) : Hot dip after thread cutting, Manufacture in Conformance with Federal Sp e ifioation WWC-581. (latest revision) . 3 . Electrical Metallic Tubing , galvanized and chromate coated; Manufacture in conf'ormance with Federal Specification WWC563 a es. revision) and ANSI C80.3 , 4. Flexible Conduit Reduced wall f]exixle steel : ' conduit Conformance�� � Hot with:di galvanized, ��� �� � � ture � in fo.�mance with dip S. Manufacture alvan Le fac � � � � con r � � Specification WWC-5b6 (iatet revi . ,i } 5. Flexible Conduit, PVC Coated: Hot dip galvanized steel. PVC chemical resistant jacket extruded to core, up to 1-inch trade size. PVC chemical. resistant jacket, tubed over core, up to 4-inchs �. . trade size. J 6. PVC: Class 40 heavy wall rigid PVC. Rated for use with 90C conductors. Manufacture in conformance' with Federal Specification WC1094A and NEMA TC-2 14,', B. Conduit Fittings: 1. Bushings: Insulated type for threaded Rigid and IMC . iliii conduit. Thomas & Betts 1222 Series or O-Z Gedney B Series. Insulated grounding t ype .fox' threaded Rigid ', y and INC conduit: A-Z Gedney BLG Series. , p ` µ 2.3 EMT Connectors and Couplings: Steel gland, Tomic, Breagle or O-Z Gedney 7000 ST Series, preinsulated t,. type connectors. Set screw type, zinc plated, steel. Provide continuous ground wire with set screw connectors/couplings. 3 . Expansion/Deflection Fittings: � '� a. EMT: Use OZ Gedney Type TX. b. GRC: Use C-Z Gedney Type AX, DX and DXX. 2. 02 WIRES AND CABLES A. Copper, 600 volt rated throughout. Conductors 14AWG to li 10AWG, solid or stranded: Conductors ' 8AWG and larger, i' strandedy Phase color to be consistent �at all feeder terminations; A-B--'C, top to bottom, left to rights, front k. Conductors 3AWG and larger, minimum insulation rating of 75C a Insulation t =pas` THWN, ;THHN or X HW. j Color code conductors as follows: 208V� W�`E 24OV ILTA 4804r' '.� A Black Black Brown w B Red Orange (High Orange Leg) C Blue Blue Yellow ,Neutral White White White w/colored Ground Green 1p str� Green Green ! High strength galvanized steel or alum flexible Cable: a: a B. AC/MC rab lv ni aluminum . .. ground wire, 90C length minimum size No. 12 copper *� ground r conductors, full length tape marker. Overall PV, or nylon �on c a ble tape. Shor t t ci rc in sulators me ha i cal coipresson to . .n ination . Manufactured by A1£1ex, AFC, or Car ol. AC/MC cahle e .1 allowed only for 2 0 amp branch circuits f , concealed in walls • or ceiling. ,, 1:61 SEPT 196 POLICE DEPT ADDITION & REMOD EL,EL, TIGARD 16050 -, '2 I qo 2.03 CONNECTORS A. Co p p er Pads: Drilled and tapped for multiple conductor terminals. B. Lugs: Indent/compression type for use with stranded branch circuit or control conductors. Manufactured by Anderson, Burndy, Iisco, or Thomas & Betts. C. Solid Conductor Branch Circuits: Spring connectors, wire nuts, for conductors No. 18 through No. 8AWG, manufactured by Ideal, Scotch-Lock, or 3M. t;t. 2.04 BOXES A. General: 1. Luminaire Outlet: 4 inch octagonal box, 1-1/2 inches deep with 3/8 inch luminaire stud if required. Provide raised covers on bracket outlets and on ceiling outlets. 2 . Device Outlet: Installation of one or two devices at common location, minimum 4-inch square, minimum 1-1/2 inches deep. Single or two gang flush device ,,, raised covers. Raco Series 681 and 686 or Bowers. 3 . Multiple Devices: Three or more devices at common Irs location. Install one piece gang boxes with one piece device cover. Install one device per gang. Ivaco or Bowers. 4. Masonry Boxes: Outlets in concrete, Raco Series 690 or Bowers. 5. Construction: Provide galvanized steel interior outlet wiring boxes, of the type, shape and size, including depth of box, to suit each respective � ` location and installation; constructed with stamped , in back and sides, and threaded holes knockouts ess ' and with threaded s with screws for Securing box covers or wiring devices. 6. Accessories: Provide outlet box accessories as required for each installation, including mounting • • 4, brackets, wallboard hangers, extension rings, luminaire st u ds, c#-obi e clamps and metal straps for supporting outlet boxes,x es, compatible with outlet boxes being seI an y meeting requirements o f individual wiring Situations. , F 4 SEPT 1996 POLICE DEPT T �DLITIO3 & REMODEL, x6050 -= 3 • B. Weatherproof Outlet Boxes: Provide corrosion-resistant 1 cast metal weatherproof outlet wiring boxes, of the type, shape and size, including depth of box, with threaded conduit ends, cast metal face plate with spring-hinged. waterproof cap suitably configured for each application, including face plate gasket, blank plugs and . , corrasi onproof fasteners. Weatherproof boxes to be 1 constructed to have smooth sides, gray finish. Bell or 4 Red Dot. C. unc�ti �� Junction and Pull Boxes: Provide galvanized sheet steel junction and pull boxes, with screwy-on covers; of the type shape and size, to suit each respective location and installation; with welded seams and equipped with steel ,, nuts, bolts, screws and washers. Circle AW, or Hoffman. ; , . 1 Extension Adapter: s p. - construction. . T�e� o� , ��� Diecast � aluminum won Install over flush wall outlet boxes to permit flexible � raceway extension to equipment. Bell 940 Series, Red Dot 4 IHE4 Series. E. Conduit Fittings: Provide corrosion-resistant punched- steel box knockout closures, conduit locknuts and plastic conduit bushings of the type and size to suit each respective use and installation. 0-7 Gedney, or Thomas & Betts. F. Floor Boxes - Single Gang: Deep recessed or cast steel fully adjustable before and after concrete pour with all required components for complete activation. Verify required components for application of service fittings, covers, monuments, etc. , attached to floor boxes. Hubbell, Walker or Steel City. Activations: G. Floor Boxes Multiple Gang: Deep steel, fully adjustable , before and after pour. Equal to Walkerboy Omnibox multi- service floor box with carpet plates, device covers. . different power or signal ti Ver�.f color Parta.tiori for di p 1 applications. Provide required power receptacle devices signal romntets or receptacles as noted» and g p� 2 . 05 WIRING DEVICES ° A. Wall Switches . 1. Characteristics_. Toggle type,... y q 1 aft: . nCJ, 20A, IL 120./277V, UL listed for motor loads up to 80 percent Oat ey ... perc e n t ama era e. Arrow 12 21, Ter�tor 1�2� r • f fss Seymour 2OACI, Bryant 4901, Hubbell 1221. SEPT 1:996 POLICE DEPT ADDIT7DN & REMODEL, TTOlaRI7 16050 -- ik IL • i„II 1 . • rt 2 Pilot Light Switches: Lighted handle, toggle type, red unless noted otherwise, neon pilot lamp. Pilot lamp energized when load is, energized. 20A/120V, Et Hubbell Series 1221-PL; 20A/208-277V, Hubbell Series 1221-PLF. 3 . Key Switches: 20A/120-277V, black key guide. ' 1 Arrow-Hart 1991--L, Pass & Seymour 20ACI--L, Bryant 4901-L, Hubbell 1221-L. 4. Finish: Grey finish unless selected otherwise by the Architect. Provide Architect with optional j colors for selection prior to ordering. 5. Manufacturers: Hubbell, General Electric, Leviton, Pass & Seymour. B. Wall Dimmers: Lutron NT Series compatible with type or load controlled (i.e. electronic ballast, low voltage luminaire, etc. ) . Finish to match wall switches. Size dimmers to accept connected load. Do not cut fins. Where dimmers are ganged together, provide a single multi-gang coverplate. � C. Receptacles: 1. Finish: Same exposed finish as switches. f„ Receptacles connected to emergency circuits, red finish, Hubbell SG63-HR. 2,. Characteristics: Straight parallel blade 20A, 125V, { 2 pole -p 3 wire grounding. Arrow-Hart 5352 , Leviton 5352 , Pass & Seymour 5352, Bryant 5352, Hubbell 5352 . 3 . Isolated Ground Receptacle: Orange urea finish with isolated ground. Hubbell IG-5362, Arrow-Hart IG- 5362, Leviton, Pass & Seymour, Bryant. 4. Ground Fault Interrupter: Feed through type; 20A, 125VAC, specification ' grade. Hubbell GF-5362GY, Arrow-Hart GF-5342. Wet Locations: Weatherproof re-� p use,5. cations. receptacles installed in wet locations, approved for location and ” Course--Hinds WLR Series. Equip utilization g p equipment connected to wet location receptacles with barrel type plug Similar to Hubbell 5266-C. Provide continuous use cover with cover capable of closing o ver energized cord cap. D. Finish P lat es' 18 percent chrome, 8 percent nickel,, Typ e 302 stainless finish, beveled Provide ed metal,. . ` less.' steel, satin � , metal. ,vide telephone/signal system device plates; activated outlets to have covet-plates match m.o dular jack. Hubbell bell a A Series, Le�iton Pass & Se mcur Bra nt ' SEPT 1996 P OLICE DEPT ADDITION., & REM....OD EL, TIGARb 16050 5 • I ' pp . t I E. Sl;l]r'iaCe COvers 1 I. Material:'al Galvanized or cadmium plated steel, 1/2 inch raised industrial type with openings appropriate for device(s) installed in surface outlets. 2. Cast Box and Extension Adaptors: , Extension Aluminum, gasket, blank. Single gang, Bell 240-ALF. Two gang, Bell 236-ALF. 2.06 CIRCUIT AND MOTOR DISCONNECTS A. Toggle Type Disconnect Switches: 120 volts, single pole, 20A, 1 HP maximum. NEMA 1 enclosure for indoors and NEMA 3R enclosure for outdoors. B. Manual Motor Starters: Quick-make, quick-break. Thermal overload.protection. Device labeled with maximum voltage, ; current and horsepower. Square-D, Class 2510, Siemens, , 'General Electric, Cutler-Hammer/Westinghouse, or Challenger. Provide NEMA 1 enclosure for indoors and NEMA 3R enclosure for outdoors. w. C. Safety Switches: Heavy duty, fused type, dual rated, quick-make, q uick break with fuse rejection tion feature for ; ; . use with Class R fuses only, unless other fuse type is specifically noted. Provide NEMA 1 enclosure for indoors, . marked for outdoors. Switches clearly and NEMA 3� enclosure� � . es �� clear�l �� � ked .for maximum voltage, current and horsepower. Equip enclosure with defeatable cover interlock. Switches rated for maximum available fault current. Manufactured by Challenger, Cutler-Hammer/Westinghouse, Square-D, or Siemens. 2:Oa SUPPORTING DEVICES '1 A. Hangers: �indorf B-90 5-wA channel, H-2 -219-D washer, C105 strap, 3/8-inch rod with ceiling f lan ge. B. Concrete Inserts: Xindorf ;D-255, cast in concrete for s, support fasteners for loads up to 800 pounds. 'I C. Pipe Straps: Two-hole galvanized or malleable iron. Luminaire Chain: Campbell Chain 75031, 90-pound test with � �� � D. � �.,� � � est���'�iTit steel hooks sr t , SEPT 159 ..., . � -. ,.. 6 POLxCE DEPT ADDITION & REMODEL, TIGARD 1600 - 6 11 .n I • 2 08 ELECTRICAL IDENTIFICATION A. Engraved Labels Melamine plastic laminate, white with black core, 1/16-inch thick, manufactured by Lamicoid. Engravers standard letter style, minimum 3/16-inch high letters, all ` ' capitals. Drill or punch labels for mechanical fastening except where adhesive mounting is e ; necessary because of substrate. Use self tapping stainless steel screws. B. Conductor Numbers: Manufacturers standard vinyl-cloth self-adhesive cable and conductor markers of the wraparound type Preprinted black numbers on yellow field. Manufactured by Brady or approved. C. Branch' Circuit Schedules:es Provide branch circuit e rx. identification schedules, typewritte,i, clearly filled out, ,'; to identify load connected to each circuit and location of r load. Numbers to correspond to numbers assigned to each r' circuit breaker. pole position. r` D. Circuit Breaker Identification: Provide permanent identification number in or on panelboard dead-front adjacent to each circuit breaker pole position. PART 3 EXECUTION 3. 01 ELECTRICAL CHARACTERISTICS A. Verify electrical characteristics of equipment prior to installation of conduits and wiring for equipment. Coordinate HVAC voltage requirements with Mechanical Drawings prior to rough in. " 3.02 MOTOR BRANCH CIRCUIT WIRING A. Do not install electrical equipment or wiring on mechanical equipment without approval of Architect. . B. Provide moisture tight equipment wiring and switches in ducts or plenums used for environmental air. to motor as required by code circuits complete from 'panel Connect motor starter branc. C. p q e and manner herein described. D. Motor starter and con trel devices and wiring provided by other Divisions unless noted on Dradings. 6 I SEPT 1996 POLICE DEPT ADDITION & REMODEL TICARD 16050 - 7 �, • 3.0 3 APPLIANCE/UTILIZATION EQUIPMENT 1� A. Provide appropriate cable and cord cap for final connection unless r equipment is provided with same. Verify `" 4• Special purpose outlet NEMA configuration r and ampere , rating with equipment supplier prior to ordering devices and cove:rplates 4' 3. 04 INSTALLATION A. Conduit: {�•,3 1. Conduit Joints: Assemble conduits continuous and secure to boxes, panels, lumina4.res and equipment • with fittings to maintain continuity. Provide watertight joints where embedded in concrete, below grade or in damp locations. Seal PVC conduit joints with solvent cement and metal conduit with metal } thread primer. All rigid conduit connections to be threaded, Olean and tight (metal to metal 2. Conduit Placement: Install continuous conduit and raceways fOr electrical power and, signal systems wiring. Exposed conduits are permitted in Mechanical Rooms or spaces where walls, ceilings and will not be covered with finished materials. Where Documents permit exposed conduit install parallel or at right angles to building lines, tight to finished surfaces and neatly offset into boxes. Do not install, conduits or other electrical equipment in obvious passages, doorways, scuttles or ,. crawl spaces which would impede or block the area 4 ; intended Usage. not install conduits passage's on surface '�of� building top� exterior, on p of parapet walls, or across floors. 3 . Maximum Bends: Install code Sized pull boxes to restrict maximum bends in a run 0r run �of conduit �� to 27 �t degrees. Conduit bodies, condulets, not permitted r.;. in feeders. 4. Conduit Terminations: Provide conduits shown on 'w,4 Drawings which terminate without box, panel, cabinet �• or conduit fitting with not less than five full threads. Bushings washer type sealer between bushing � and metal� � was shiins a g l 12-inch inch m conduit end. , re minimum t � Flexible �Cond�!it: � Tnstal. � . �. 5. le.xi:bl i um slaclt loop on flexible metallic conduit and PVC coated . flexible metallic conduit. 3 ' r 6. Conduit Size: S ize as indicated on Drawings. Where � size is not indicated, provide conduit in minimum IF code p ermitted size for of THW conductors oquantity required for complete operation. Minimum trade size 1/2 inch. SEPT 1996 POLICE DEPT ADDITION & PEMODT2 8 `% TI+�APD 16050 rli ,. .r....... ........ ..... •. ,.,, .r .....,......._............. ..r. ... ,.,. ....J...,............. _..,.. .r. r.. .. .. ..,.I... ... ....,. •, .,. ......,..... 49 ^. ,.•..•N ...-.... ....... .- . y, • I ' ., ,n r 'd i II 7. Conduit Use Locations: 1 a. Underground: PVC. b. Cast-in-Place Concrete, Masonry, Damp Locations A { and Subject to Mechanical Damage: GRC or IMC. c. Dry, Protected: GRC, IMC, EMT. d. Sharp Bends and Elbows: GRC, EMT use ,factory , elbows. e. Install pull wire or nylon cord in empty , raceways provided for other systems. Secure . ,) wire or cord at each end. f. Elbow for Low Energy Signal Systems: Use long radius factory ells where linking sections of raceway for installation of signal cable. g. Motors, recessed luminaires and equipment N connections subject to movement or vibration, use flexible metallic conduit. h. Motors and equipment connections subject to movement or vibration and subjected to any of • the following conditions; exterior location, moist or humid atmosphere, water spray, oil or . `4' grease use PVC crated liquid tight flexible 4 s Metallic' conduit. 8. Concealed Raceway System: Conceal raceway systems where possible. Where not possible, route conduit . parallel and perpendicular to building lines. i 9. Branch Circuits: Do not change the intent of the branch circuits or controls without Architect's approval. Homeruns. for 20 amp branch circuits may • be combined to a maximum of six conductors in a homerun. Apply derating factors as required by NEC 11 310. Increase conductor size as needed. ., 10. Feeders: Do not combine or change feeder runs. 11. Unless otherwise indicated, provide raceway systems for lighting, power and Class 1 remote-control and signaling, circuits. Provide raceway stub-up to accessible ceiling for Glass 2 and 3 remote-control signaling and communication circuits. G B. Sleeves and Chases: Provide necessary rigid conduit ' ' sleeves, openings and chases where conduits or cables are required to pass through floors, ceilinng, or walls. Maintain integrity of fire rated assemblies penetrat ions of walls, ceilings or floors. 1 ��.�. C. Lire Wr. .ap. . Provide co. ntinuous one o r th�ee hour fire blanket required he by code or noted. Provide wrap for fire pump feeders per NEC and NFPA. Use endothermic ceramic f iber blanket, UL listed w ith all required mountin� apparatus as directed by system manufacturer. 1 ' lnteramCer amic or approved. p SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIG ARD 1 6050 9 . �, I w D. Foam Sealant: Foam sealant for use around conduit penetrations to prevent passage of smoke, fire, toxic gas '^ or water. Maintain seal before, during and after fire.. In and;around conduit for thermal break at enetration of n p barrier between heated and unheated spaces. Chase gy p PR-855, ma Technology Corporation CTC PR-$55 Fire Foam, Thomas & Betts. t. 1 E. :res and Cables: •a , 1. Conductor Installation: Instal conductors with , 7 care to avoid damage to insulation. Do not apply, ''. .J greater tension on conductors than recommended by manufacturer during installation. Use of pulling ` compounds is permitted. Clean residue from exposed '° � conductors and raceway entrances after conductor installation. Do not use pulling compounds for installation of conductors connected to GFI circuit breakers or GFI receptacles. 2. Conductor Size and Quantity: Install no conductors , smaller than. 12AWG unless otherwise shown. Provide :1 all required conductors fore fully operable system. 3 . Conductors in Cabinets: Cable and tree all' wires in panels and cabinets for power and control. Use plastic ties in panels and cabinets. Tie and bundle ' E t°ieder conductors in wireways of panelboards. F. Connectors: Retighten lugs and connectors for conductors to equipment prior to subst antial completion. • G. Boxes: 1. Location: Locate boxes and conduit bodies so as to ensure accessibility of electrical wiring. 2. Round Boxes: Avoid using round boxed where conduit must enter through side of box, which would result in a difficult and insecure connection with a IL locknut or bushing on the rounded surface. 3 . Anchoring: Secure boxes rigidly to the substrate upon which they are being mounted, or solidly embed boxes in concrete or masonry. 4. Special Application: Provide weatherproof outlets SI for locations exposed to weather or moisture. 5. Knockout Closures: Provide knoc kout closures s res to cap unused knockout t hole s w here blanks have been n removed. S b Outlet System:y :' Provide electrical boxes and ' � fittings s re ' uir required for a complete installation. Include but not be limited to outlet boxes,a g Co boxes, pull boxes, bush locknut �unot' er limited utlet b o �-�►g�; s, and all other necessary components, SEPT 1996 POLICE E 7EP T ADDITION & REMODEL, . TIGARD D 16050 10 Ir 6 a p; . 7. Code Compliance Comply with NEC as applicable to construction and installation of electrical boxes and fittings and size boxes according to NEC 370•, except as noted otherwise. 8. Flush Ou tl e it s s in Insulated Spaces: Maintain integrity of insulation and vapor barrier. 9. Mount center of outlet boxes as required by The Americans With Disabilities Act (ADA) , or noted on Drawings, the following distance above the floor: a. Control Switches: 48 inches. b Receptacles: 18 inches. c. Telephone Outlets: 18 inches. d. Fire Alarm Pull Stations: 48 inches. e. Fire Alarm Horns and Visual Indicators: 80 inches. F. Wiring Devices: 1. Wall Mounted Receptacles: Install with long ro " dimensions oriented vertically at centerline height shown on Drawings or specified herein. C, 2 Vertical Alignment: When more than one outlet is shown on the Drawings in close proximity to each I other, but at different elevations, align the outlets on a common vertical centerline for best appearance. Verify with the Architect. 3. Device Outlets at Counters: Install outlets above covsntertops with long dimension oriented U, horizontally. \ . ' 1 G. Provide all NEC-required disconnect switches whether specifically shown on the Drawings or not. Provide disconnect switch at each motor location within 51-0" 1Py unless otherwise noted. Coordinate fuse ampere rating with installed equipment Fuse ampere rating variance .u � between original design information and installed equipment, si ze in accordance with Bussmann Fusetron 40C drecommendations. Pr.) not provide fuses of lower ampere rating than motor starter thermal units. )r H. Supporting Detices: ' .. • 1. pVrerioir f y mtoo u ntii nn sg t ahleli ap tp h it o n o f ahle ln luhmeaingah i xe s al orr e it enmo t s, � indicated. 2. Install veto►cal s upp ort embers for equip ment and luminaires, Straight and parallel to building Walls., � . : ' 1 �Prove de Indepen d ent supports structural� al mem e f or electrical lu inai res, materials, or equipment installed in or on ceiling, walls or in void spaces and/or over furred or suspended ceilings' "a SEPT 1996 POLICE �. � ,T1n REMODEL, TYGARD 16050 - 11 n • 4 r a • 4. 3 Do not use other crafts' fastening devices as ' supporting means for electrical equipment materials ' 2t72' or luminaires. Do not use supports and/or fastening devices to support ether than one particular item. li 4. Support conduits within 18 inches of outlets, boxes,� ig panels, cabinets and deflections. Maximum distance " between supports not to exceed 8-foot spacing. II 5. Securely suspend all junction boxes, pull boxes or other conduit terminating housings located above suspended ceiling from the floor above or roof structure to prevent sagging and swaying. P 6« Provide seismic bracing per UBC requirements for this building location. I. Electrical Identification; II Y 1. Graphics: Coordinate names, abbreviations and designations used on the Drawings with equipment labels 2. Conductor Identification: Apply markers on each conductor for power, control, signaling and communications circuits , 3 . Install an engraved label on each major unit of electrical equipment, including but not limited to the following items: Disconnect switches, relays, contactors, time switches, override switches, service disconnects, distribution switches, branch # circuit panelboards, and central or master unit of A° each electrical system including communication/ signal systems. ,. 4. Install engraved branch panelboard identification labels on the inside of flush panels, visible when ' door is opened. Install label on outside of surface panel 5. Install signs at location's indicated or, where not otherwise indicated, at location for best convenience of viewing without in ter ference w.. i th operation and maintenance of equipment 3. 05 FIELD QUALITY CONTROL A. Wiring Device Tests: Test wiring devices to ensure �. • electrical continuity of grounding connections, and after energizi n g c ircuitry, to demonstrate compliance. with nre quirem L receptacles for line to neutral, lixa ; to ground and neutral to g ound faults. Via' ect any defective wiring: t. Test con insulation �fo ' �a Feeder Test: Test doctor ins' for conformity ``� J With 600V megger» Minimum insulation resistance p megohm tor systems 6 0 0 Submit acceptable 'is 1� o yste 600V and below: Std report to Architect/Engineer. I , SEPT 1956 POLICE DEPT A.,D. DITION & REMODEL, TIGARD 16050 - 12 a A . • 3 06 FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL, FLOOR ASSEMBLIES A. Provide properly sized when providing sleeves or core- ' drilled holes to accommodate their .through penetration items. Firestop all voids between sleeve or core-drilled hole and pipe passing through, to meet the requirements of 1 ASTM E814 END OF SECTION ct , r , 1 l if 66 sEPT 1996 POLICE DEPT ADDITION & REMODEL; TIGARD 16050 �: 13 .. ..... . .a•_. ,......,•_,:.. n c SECTION 16400 SERVICE AND DISTRIBUTION PART 1 GENERAL 4 1.01 C11 SUMMARY A. Section Includes: 1. Grounding. 2. Branch Panelboards. ._ 3 . Fuses and Circuit Breakers. 4 . Contactors.. 5. Time Switches and Photoelectric Switches. 1 02 SYSTEM DESCRIPTION A. Grounding Design Requirements: 1. Ground all metal raceway systems. 2 . Bond all junction or pull boxes to feeder ground conductor or grounded metal raceway. 3 , Performance Requirements: Supplement the grounded neutral of the secondary distribution system with an equipment grounding system to properly safeguard the equipment and personnel. Install equipment grounding such that all metallic structures, enclosures, raceways, junction boxes, outlet boxes,cabinets, machine frames, portable equipment and . other conductive items in close proximity with *�y electrical circuits operate Continuously at ground potential and provide a low impedance path for possible ground fault currents. B. Panelboard Design Requir►tments o 1. Minimum, Branch Circuit Panelboard Integrated Equipment Short Circuit Rating, 10, 000 RNS symmetrical amperes.. service ,t than" at� ser voltage lF�"�s 250VAC . 2. All Field Replaceable Lugs: Compression type, no � lugs alb �n elbo�ar set screw 1 gs owed. 3 . Cable and tree conductors in pan ds with 7 ,, plastic de all panels and circuit breakers+ . • : 4. pros p UL Series rated. 5. If series rating' is uSed to provide required fault current interrupting capa i ty, identify all l equipment as required by NEC. , iI 5 8 P T 1.{.J.I.9 V �� ICE DEPT ADDITION & REMODEL, TIGARD 16400 -- 1. • 4 1 ' r• ' 1.03 SUBMITTALS A. Submit product data for meter socket enclosure and meter socket. 7i f . ) B. Panelboard Shop Drawings: Submit Shop Drawings of panelboard assemblies including dimensions of enclosures r ; and flush trim covers. Indicate top and bottom conduit r} entry , Y az eas. : C. Overcurrent Protective Devices Product . Data Provide instantaneous let-through current curves and average melting time current curves for fuses supplied to project, f' Provide product data and time/current trip curves for circuit breakers supplied to project. D. Submit product catalog cut sheets for contactors, time r switches and photoelectric switches. 4 PART 2 PRODUCTS 2.01 EQUIPMENT .:. A. Pipe Grounding Clamp: Mechanical ground connector with cable parallel or perpendicular to pipe. Burndy GAR, 0-Z Gedney, Thomas & Betts B. Main Distribution Panelboard and Branch Panelboards ) Construction: 1. Existing. F,w, 2. Fusible Switches: � a. Provide fusible switches quick-make, quick- break with fuse rejection for Class in R use re ectior� feature P group fuses up to 6)0 apps and grou mounted ire panel-type construction. b. Provide switches of 30-200 am eres with plug-on p lu n line side connections and built in fuse pullers .5 (30-100A units) . „. { cd Provide each switch enclosed in a separate Steel enclosure: The enclosure will employ a hinged cover for access to the fuses which will 11 be interlocked with the operatin g handle to prevent opening the cover when the switch is in ' the "ONE' position. Construct this interlock so that it care be released with a standard testing fuses without , . electrician's tool for tes1 fus tn interrupting service. a ti ADDITION & REMODEL, TIGARD 16400 P' SEPT T 1996 POLICE DEPT ADb L 2 I I Y • 1. i 11 • 1 1 • d., Provide the units with padlocking provisions in the OFF" position on c operating handle p osiai©n giving p ositive switch position indication, i.e. : red for "ON", black for 3 . Provide switches which pass industry standard I2t withstandability'',tests and fuse tests suitable for use as service equipment. 4. Branch Panelboard Enclosure: Flush panelboards rated 400A. or . less provide maximum enclosure depth 1 of 5-3/4 . inches.0 Paint all surfaces with medium light grey finish applied by electro-deposition process over an iron phosphate pretreatment or galvanized metal. 5. Branch Panelboard Bussing: Copper or aluminum bar with suitable electroplating (tin) for corrosion control at connection. Provide ground bar to accommodate specified terminal lugs. Predrill bus for bolt-on type circuit breakers. 6. Branch Panelboard Cover: Front cover with hinged door, flush lift latch and lock. Provide two keys per panel. Key all branch circuit panelboards alike. Paint all surfaces with medium light grey finish suitable for field painting to match wall finish. Surface panels to have metal trim covers ■ with no sharp edges or corners. Surface panel • ..., ' enclosure finish to cover finish. C. Fuses:. Dual element, time delay, current limiting, nonrenewable type, rejection feature. L Class RK5 1 10-600A. ' � Provide fuse pullers� for complete range of L fuses. Manufactured by Bussmann, Gould-Sha smut Littelfuse, or approved. D. Molded Case Circuit Breakers: 1. One, two or three pole bolt on, single handle common I trip, rated 15A-800A, 600VAC or 250VAC as indicated on Drawings. 2 . Ovrcenteaction. k toggle-type mechanism, quick-make, quick break Trip indication is by handle position. �'�� 3 . Calibrate for operation 'in 40C ambient temperature. 4. - � Breakers:: Permar e.nt trip uni t containing individual and magnetic trip elements in p . each pole. � 5. Greater than 100A B •Breakers: Variable magnetic t a�c �tr elements Set by a single adjustment. Provide push to--trip button on cover on breaker for mechanical tripping. ' SEPT 1956 POLICE DEPT ADDITION & REMODEL, TIGARD° 16400 - 3 • i I i ill Lg 1 ' n L 6. Provide all circuit breakers series rated and when series combination ratings are applied, identify all equipment enclosures as required by NEC 11022. E 7. Manufacturers: General Electric, Square--D, Siemens, ,x) Cutler Hammer/Westinghouse, or approved. I ]E. Fuse `Cabinet: Provide metallic cabinet surface mounted, r7� with internal shelves, trim cover with hinged and latched AO door. Size cabinet such that spare fuses required by these Documents do not exceed 50 percent of cabinet volume. Provide engraved label to identify as Spare Fuse Cabinet. Manufactured by Square-D, Siemens, Circle AW, Queen, or approved. PART 3 EXEC.UTIO1V , 3.01 INSTALLATION A. Raceway Grounding: 1. Ground all metallic raceway systems. Bond to ground II terminal With code size jumper except where code site or larger grounding conductor is included with, circuit, use grounding bushing with lay-in lug. 2. Connect all 'metal raceways, which terminate within , an enclosure but without mechanical connection to the enclosure, by grounding bushings and ground wir , 1711J to the grounding bus. 3 . install ground bushings on all metallic raceway terminations in pull boxes, panelboards and motor control centers for service and feeders. r 4, Install ground bushings on all metallic raceway g° terminations in pull boxes, panelboards and motor control centers for circuits with overcurrent protections set at 60A and greater.g �eater» in flexible 5. Where equipment supply conductors are ` exible metallic conduit, install stranded copper equipment grounding conductor from outlet box to equipment Lti frame. 6. Install grounding conductor, code size minimum j unless noted on Drawings, in all nonmetallic raceway ,. '" . unless nonmetall�. systems. ) j . B. Feeders and Branch Circu its its Grounding: 1 continuous ground Install "nu.ous copper � groun� Conductors within � � I u the following circuits feed' g ers, circuits for d , and other p� � ystems an�� r circuits as �indidated � 1i' cow' uter � ndicated o,n the Drawings i ( SE PT 1996 POLICE DEPT ADDITION & REMODEL, TIG AFD 16400 - 4 �� J 2. Where installed in a continuous solid metallic • is raceway system and larger sizes are not indicated on the Drawings, provide 'ground conductors for feeders and branch circuits sized in accordance with Table 250-95. Provide copper conductor of size indicated for aluminum. 3. Install isolated ground conductors for electrically sensitive equipment.quipment. Install isolated grounding conductors isolated from the equipment,ground system ,' except at the common ground connection at the service equipment. Provide isolated ground bias in panelboards isolated from the equipment ground system iC. Boxes, Cabinets, Enclosures and Panelboards Grounding: ' Bond grounding conductors to enclosure with specified conductors and lugs. Install lugs only on thoroughly cleaned contact surfaces. '. ;, D. Motors, Equipment and Appliance Grounding: Install code size equipment grounding conductor from outlet box to (motor) equipment frame or manufacturer's designated ground terminal. aa E. Receptacle Grounding: Connect ground terminal of receptacle to equipment ground system by No. 14 conductor bolted to outlet box except isolated grounds where noted. Self grounding nature of receptacle devices does not eliminate conductor bolted to outlet box. � F. Branch. Panelboards 1. Install Branch Panelboards surface or flush mounted k accessible in acce ssib e 1 cat io s as indicated on Dr aaa ng5. Maintain or exceed minimum clearance s required by ; , code. 2. Where flush panels are installed, verify available re r..ess ing depth epth and coordinate wall framing with other Divisions. 3 , Feeder conductors to enter directly in line'with lug ' terminals wherever practicable. Feeder conductors, except ground and neutral, not to exceed 45 degree deflection from raceway entry to feeder phase lugs 4. Paint panel cover and surface mounted enclosure (if 1 ) 1 surface allowed match� to m h finished wall "'color or . 1. finished spaces. 5. Where F panels are installed flush,sh, provide . spare �ur one spare c essible space above and conduits from panel to can ui for each 4 connected ac c p d below the panel. { .., SEPT POLICE .DEPT ADDITION & REMODEL, TICARD 16400 - 5 u G, Fuses: For each class and ampere rating of fuse installed, provide the following quantities of spares for quantity of fuses installed: . . 124. Provide 6 spare. � 1. Provide 9 spare. . 2 -° 54 8 are p 3. 49 and above Provide 12 spare H. Contactors: 1. Provide vibration isolation mounting pads for electrically held contactors installed within or on Y4,1 walls which are common to occupied spaces. Isolate terminals and operating mechanisms from enclosure. 2. Installs contactors and relays to reduce noise such that it will not create a disturbance or distraction in the areas in which such equipment is located. END OF SECTIO I(, .. I SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIOARD 164017 f z 4 ' d ` • • SECTION 16500 LIGHTING PART 1 GENERAL 1. 01 SUMMARY • A. Section Includes: 10 Luminaires and lampholders. 2. Lamps. . 3. Ballasts. . 1.02 SUBMITTALS I A. Sho p Drawings, Record r d D win q r and operating tin g and' Maintenance Manuals. B. Include electrical ratings, dimensions, mounting, material, required clearances, terminations, wiring and connection diagrams, photometric data, ballasts, diffusers, louvers, lamps and controls. C. Submi t manufacturer's da ta for each type of electronic ballasts. 1.03 QUALITY ASSURANCE A. Regulatory Requirement 1. Provide luminaires acceptable to the code authority for application and location, as indicated. 2 . Comply with applicable ANSI standards pertaining to lamp materials', lamp ballasts and transformers, and luminaires. 3'« Comply with applicable NEMA standards pertaining tV z lighting equipment. e ui ment . 4. Provide luminaires and lampholders which comply With UL standards and have been TJL listed and labeled for location and use indicated. 5. Comply with NEC 410 as applicable to installation and construction of luminaires. 6. Comply with the fallout and retention o ntion r.. e q i e me n ts of UBC 52 for diffusers, baffleS, louvers, et;M. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 16500 - 1 • B. Warranty: 1. Ballast Manufacturer's Warranty: a. Not less than two years for magnetic type M"h ballasts and five ears for electronic type ballasts, based on date of manufacturer embossed on ballast, current with installation ` date. .: b. Warranty includes normal cost of labor for replacement of ballast. 2. Lamp Warranty: Thirty days for incandescent, six months for compact fluorescent, twelve months for fluorescent and HID lamps. PART 2 PRODUCTS . 2.01 LUMINAIRES A. Luminaires: Refer to description and manufacturers in Luminaire Schedule. B. Where recessed luminaires are installed in cavities intended to be insulated, provide IC rated luminaires or • other code-approved installation. C. Luminaires installed under canopies, roof or open porches and similar damp or wet locations, UL labeled as suitable for damp or wet locations• D. Recessed Luminaires: Provide I luminare frame compatible with the the ceiling material installed at the particular luminaire location. Provide the proper trim, frame and modify the luminaire to fit the location and ceiling material. E. Finishes: Ra 1. The manufacturer standard finish (unless otherwise indicated) over a corrosion resistant primer. 2. Interior Light Reflecting Finishes: White or specular finish with n- o, L less than 85 percent ref'lectances 3 . Exterior Finishes: As indicated in the Luminaire Schedule or on the Drawings.� " Cases uncertain applicability to the AArchit ct ' for ' r resolution prior to release for fabrication x. F. Light Transmitting components: 1. Plastic diffusers molded or extruded. of 100 percen • d percent virgin acr Y laic E 16500 - 2 . SEPT 1996 POLICE DEPT�'� ADDITION & REMODEL, TIGARb, n • r .3 . - , V a 2. •prismatic acrylic, extruded, flat diffusers, 0. 125 Y , , inch overall thickness, unless otherwise noted. G. Fluorescent Luminaires: 1.E Provide all open lamp fluorescent luminaires without 1 I diffusers or guards with turret type, spring loaded sockets. /� 2. Provide special circuit disconnecting lamp sockets • ' ? for fluorescent luminaires with dimming ballasts. 3. To facilitate multi-level lamp switching, wire lamps within luminaire with the outermost lamp at both sides of the luminaire on the same ballast, the next inward pair on another ballast and so on to the . innermost, iax,tp_ (or pair of lamps) 4. Provide luminaires with an internal fuse to protect : . the electrical power supply from internal component failure. Provide each ballast with short-circuit protection. 5. Provide wire lamp guards on all exposed lamp fluorescent luminaires 2.02 BALLASTS '_ ' A. BailElsts, General: 1. Provide ballasts rated for specified lamps, i.e. T-8 rated ballasts where T-8 lamps specified. 2. Thermal Protection: Internal UL Class P with �', automatic reset. 4 3 . Power Factors: Not less than 90 percent unless f otherwise indicated. 4. Sound Ratings: Rating A, except where not available as standard products from any manufacturer. Provide the quietest ratings available. tr ° 4 5. Inp ut Voltage: Match branch circuit supply voltage; , refer to Drawings 6. Provide number of ballasts in luminaire(s) to provide multi-level switching as indicated ndicated on •. Drawings. a iB. Fluorescent Electronic Ballasts: t 1. Provide ballasts which meet ,the requirements of UL 935 and bear the appropriate 'UL label. f 2. Electrical, � lectriC.'+al Characteristics a. Provide electronic. ballasts which withstand in p ut P ower lin e transients as defined in ANSI�� ° � � €� . C62.41, Category A and IEEE 587. The ballasts toleY�atea' lane von variation of plus or • � �' , lta�e varat��a minus 10 c • er ent� p � t r Factor:ctor. 9 5 percent or higher. b: Power . � ;r SEPT 1996 POLICE P ADDITIO & REMODEL, TIGARD 16500 3 , •, c. Lamp Crest Factor: 1.7 or less for rapid start 1' ballasts and 1.85 or less for instant start ` ` ballasts. d. • 'Total Harmonic Distortion: Not to exceed to 10 s percent of the input current. ' e Comply with FCC rules and regulations Part 18, s Class A cone'_rn of both in the generation electromagnetic interference and radio 1 frequency interference. M f. Provide relative light output equal to . , electromagnetic ballasts in a 2-light lensed 1, 1 luminaire using energy saving ballasts and s - energy saving lamps. The average ballast . a e� a ( ) minimum of 0. 8. factor BF is a mi 8 1 4. Performance Characteristics : a. Input g N 5 percent of the In ut L�7atta e: Not to exceed 8 5 er t value for their energy efficient core and coil counterparts. ryu' b. Start and operate lamps at 50F and energy "'i`' . savings lamps at 60F. Ballast case temperature is 25C rise above a 40C ambient. $ c. Provide constant light output throughout minimum input voltage variations of plus or minus 20, percent from nominal 120V or 277V. ., 5. `Manufacturer: Advance RCN/VCN Series, Motorola MTI, "ti'` or approved. 2. 03 LAMPS A. Provide lamps for all luminaires. B Fluorescent Lamps: 4. 1. Unless othe-wise noted, 3500K minimum C.R.I. 80; ;,, 40 length and wattage as noted in L . General Electric, uminairs oSchedule. .'<<' Osram/Sylvania, Philips. 4 2. Compact Fluorescent Lamps: Quad Tube, 3500K, Unless otherwise noted. 3. Provide fluorescent lamps by the same manlfacturer i General Electric, Osram/Sylvania, Philips. C. Incandescent: 130V Rated. General Electric, `. ■ Osram/Sylvan'ia, I Philips.' e ■ a %ddb . SEPT 1996 POLICE DEPT ADDITION 8( REMODEL, TIGARD 16500 - 4 . as ';I� ], , .Y•Q , I ^ ' Y •it . '1, t 2 x y. PART 3 EXECUTION 4.01 COORDINATION Q i A. Verification of Conditions: Verify ceiling construction, recessing depth and other construction details prior to release of luminaire for shipmer; . Refer cases of ?' uncertain applicability to the Architect for resolution prior to release of luminaires for shipment. B. Provide all lighting indicated on the Drawings with a luminaire of the type designated and appropriate for the location. Where outlet symbols appear on the Drawings without a type designation provide a luminaire the same as those used in similar or like locations. 3.02 INSTALLATION A. Install luminaire of types indicated where shown and at , indicated heights; in accordance with manufacturer's written instructions and with recognized industry practices; to ensure that luminaires comply with requirements and serve intended purposes. F B. Align j mount and level the luminaires uniformly. Use ball hangers for suspended stem mounted luminaires. Install luminaire poles plumb and straight: C. Avoid interference with and provide clearance for equipment. Where the indicated locations for the ,Mf luminaires conflict with the locations for equipment, change the locat ions for the luminaire by the minimum distance necessary as directed by th Architect. D. Suspended Luminaires Mounting heights, indicate the clearances between the bottom of the luminaire and the finished floors. E. Luminalre Supports: 1. support Luminaires Anchor supports to the structural slab or to structural Members Within a partition or above suspended ceiling. I i a pended ' .ling. 2. Maintain partition, luminaire ositions after cleaning and a relamping. p i, 3 Su pp ort the luminaires es without causing in g the ceiling or partition, to deflect. i fluorescent two 4. Provide recessed fluor t luminaires with support lire: as i pp outlined in the UBC. 5, Comply With Section 16050. y SEPT 1996 POLICE DEPT ADDITION & fEMODEL, TIGARD 16500 5 { '4 O. q s • ■ F. Wiring: 1. Recessed luminaires to be installed using flexible metallic conduit with luminaire conductors, to the r branch circuit conductors in a nearby accessible , k, junction box over the ceiling. Junction box fastened to a building structural member within six pp 4 feet, of the luminaire. y,{ 2. Install luminaires for lift-out and removal from ^ I ;" ceiling pattern without disconnecting conductors or defacing the ceiling materials. 3. Flexible connections where permitted to exposed i • luminaires; neat and straight, without excess slack, attached to the support device. il 4. Install junction box, flexible conduit and high I temperature, insulated conductors for through wiring , of recessed luminaires. f . •• ;•rte 3. 03 ADJUSTING AND CLEANING A. Focus and adjust the floodlights, spotlights and other adjustable luminaires, with the Architect, at such time of day or night as required. B. Align luminaires and clean lenses and diffusers at _ completion of Work. C. Clean paint splatters, dirt, fingerprints, and debris from ;'t installed luminaires. D. Touch up damaged luminaire finish at completion of work. r., E. Relamp luminaires which have failed lamps at completion of work. .. END OF SECTION br ' : t }} V ' tl F " ' SEPT 196 POLICE DE PT ADDITION REMODEL, TIGARD 16500 6 F A 1 SECTION 16721 • FIRE ALARM AND DETECTION' SYSTEM � • , • I • PART 1 GENERAL 1.01 SUMMARY , A. Section Includes: f, a• Il 1. Fire Alarm System Operation. I 2. Fire Alarm Equipment. 3. Fire Alarm Wiring. B. Modify the existing fire alarm system and extend to 4e ti include the new building addition. Furnish and install an integrated, proprietary, monitoring and control system for a complete Fire Alarm System as described herein. The system includes processing units, � local data panels and . • peripheral alarm devices and outputs s forspecified control functions. C. System includes, but not be limited to, all controls, power supplies, signal initiating and sounding devices, modules, batteries, relays, conduit, annunciators, remote . site signal transmitters, wiring and all other equipment • 11 necessary for a complete and operating system. D. Contact governing authorities prior to bid and provide all " required fire alarm devices and components as directed by „ governing codes as interpreted by governing authorities even if devices are not indicated on Drawings. ~ E. provide all devices shown on the Drawings in addition to all code-required Idevices. r. I[ F. Related Work: ,. ` 1. Section 16050, Basic Materials and Methods. 2. Section 15950, Controls. , 1.02 SYSTEM DESCRIPTION a 1 A. Requirements of Regulatory Agencies: • I I. Installation ubj,: ot to inspection and approval of 2. f �� al s ate nt listed authors 2A ,� s. e are � �.e , and UL 8 4 and;l 1076 re u�.�meht� 7 and 72A,, UL l�. ova.de e u�. me istecl' by NFPA 1 I . � � � � � � � � � � q an� is listed ,. a and P 1 approved by the Oregon State Fire Marshal. rl• ,', SEPT 1996 POLICE DEPT ADDITION & REMODEL,Eb; TIGARD 16721 � 1 • 1 jt B. Reference Standards a ,' 1. NFPA 72. rrc 2. NEC. t 3 UBC °- 1991. F, 4. Underwriters' Laboratory listed. 5. FPS,. 9 .�. N 0 6. NFPA 101 ,- 1994 Edition. - " 7,e UL UOJZ Listing. 1. 03 SUBMITTALS i y A. Submit Shop Drawings and product data in accordance with Section 16010. B. Indicate, system components, size of components and location. C. Submit manufacturer's installation instructions. 1 B Submit manufacturer's descriptive literature operaing 11 instructions and maintenance and repair data. E. Submit complete device and wiring diagrams on architectural sheets at original drawing scales with indication of device type and physical location, battery #' calculations, and component description to the local fire authorities having jurisdiction, for approval, prior to construction. F. Submit, prior to final acoeptahce, a letter confirming t d that all inspections have been coi ipleted and the system is r' installed and functioning in accordance with the SpecifiCat ions. Include manufacturer �representative's , certification of installation. PART 2 PRODUCTS 2. 01 MANUFACTURERS 4. A. Furnish all equipment specified in this Section.I by one manufacturer, Pyrotronics, Notifier, FCI, Edwards, or , Simplex. SEPT 1996 ICE DEPT ADDITION ITION � REM DEPT REMODEL, TIGARU 16721 - 2 ' i • ki y r' 1 4 • a4 y. � 3.. • . ' . 2 .02 FUNCTIONS A. System Supervision: Provide electrically supervised Class ' • A system, with supervised alarm initiating and alarm signalling circuits. Occurrence of single ground or open condition in initiating or signaling circuit places circuit in "trouble" mode. Component or power supply failure places system in "trouble" mode. Occurrence of single ground or open condition on alarm initiatin g circuit or on signalling circuit does not disable that • g g circuit or control panel from transmitting 11alarm" B. Alarm Sequence of Operation: Activation of manual or g causes system . �,,,, device enter alarm, . • automatic indicating cxevice ca :,,y� to which includes the following operations: 1. Sound and display local f ire alarm signaling devices. 2 . Transmit signal to remote station equipment, i.e local fire department or Owner's selected vendor. ' Provide necessary connections and transmission ,' equipment. 3 . Indicate location of alarm zone on fire alarm control and annunciator panels. 4. Transmit signal, by zone, to building smoke removal system. a 5. Transmit signal to building mechanical systeMs to initiate shutdown of fans and damper operations. 6. Transmit signal to release door hold open devices. 7. Transmit signals to building elevator control panel to initiate elevator recall. C. Alarm Reset: Key-accessible reset function resets alarm . system out of alarm if alarm initiating circuits have r cleared. D. Trouble Sequence of Operation: System trouble, including grounding or open circuit of supervised circuit, or power 4 or system failure, or fire sprinkler tamper activation causes system to enter "trouble"" mode including the i following operations 1. Visual and audible trouble alarm by zone at control • panel, }, 2. Visual and audib le trouble al arm at annunciator tar � panels. - l ackn wled at 3. . Provide manna "acknowledge"ge"" function control pan el to silence audible t rou ble alarm, visual alarm • remains displayed until initiating trouble is ;,14 cleared. �. 4. Transmit "trouble" signal to rem ote station equipment' SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 16721 • 3 .. i , ,. , O E. b test" function causes alar m' . amp Test: Manual "lamp test m and trouble indication at each zone at fire alarm control panel. Provide "lamp test" function at each annunciator panel. r-,01 F. Drill Sequence of Operation: 1. Manual Drill Function Alarm Mode Operation: 2 a. Sound and display local fire alarm signalling devices. b. Indicate location of alarm zone on fire alarm • control panel and on remote annunciators. c. Notify remote station monitoring. 2. Provide keyed drill and reset switch at . a location y �. as directed by the. Architect G. Zoning: Provide zoning as required by codes. Provide additional zones in the existing fire alarm panel. Follow ! schedule concept as listed below: 1. Each building floor is an independent zone. A 2. Each building wing is an independent zone. - 3. Buildings not defined by multiple floors and wings is zoned by fire separations and HVAC control zones. 4'. I'(itchen is an independent zone. 5. Each fire sprinkler flow switch is an independent zone. a 6. Each duct detector is an independent zone. r 7. Elevator shaft detectors is an independent zone. 8. Mechanical/Electrical Room is an independent zone. 2.03 MATERIALS A. Control Panel: 1. and supply in � . � Modify add additional zones and power •. the existing fire alarm panel to accommodate the building addition. Provide the control panel dead ith pply in this front, ,modular, complete w power su 1 , Specification, standby battery ' pecfication trickle charger, ground fault supervision, and full facility to add four additional modules. Incorporate eacl, system � panel p r each function in the control panel module mounted in a NEMA enclosure assembly and interconnected by -1 enc � 1 plu "in power and supervisory jacks. 2. Each circuit includes individual s u ervis ory and 5 alarm in is be so arranged fault m function and, that a fact' condition in circuit... o t { , any will not affect he proper operation of any other circuits Zone °functions are modular, plug-in devices; with no more than 2 circuits per module. There,' is one supervised zone p.' circuit for each annunciation point. SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGARD 16721 4 / 1 ti 3 . Provide supplementary relay modules for control of all external devices (door release, etc. and remote system status indication) and for providing alarm signals to external equipment. requiring fire alarm signals. Provide provision for interfacing to the building control system. 4. Provide the system microprocessor based and of modular. design. The control panel contains, but not . be limited to: . • a. Initiation circuits. b a ce circuitsb �� Alarm indicating appliance n pp l c. Supervised Annunciator Circuits. d. Local energy, shunt master box, or reverse gYr polarity remote station connection. i' e. Form C alarm contacts (2 amp) . f. jorm c trouble, contacts (2 amp) . g. Earth ground fault supervision circuit. h. Combination MOV/gas discharge transient suppression circuit per signal circuit. i. Automatic battery charger. j . Manual disconnect switch per zone. k. Battery meters voltmeter and ammeter. 1. Brownout Supervision of AC power. m. All other components as required by local codes and product descriptions or functions shown on the Drawings and/or described in these Specifications. ;,y B. Powe:t Supply: Provide power supply, within control panel, adequate to serve control panel modules, remote detectors, remote annunciators, door holders, smoke dampers, relays, ,. .,. alar-it signaling devices, and other Connected devices. C. Remote Site Signal Transmitter (Auto Dialer) : 'g 1 Tra Electrically supervised, capable of transmitting alarm and trouble signals over telephone lines to remote station receiver. Signal t t t interfaces fully with receiver station of local fire department or owners ' + selected vendor. Verify requirements and provide call sequence and message as directed by the Owner. Sescoa "• 51.00, Silent Knight 5104, or approved. D. Auxiliary Relays: Provide SP DT auxiliary relay cont acts for eac h detection zon e t provide accessary I func tions as described, required by code equipment shown on the Electrical; Mechanical and Architectural , Drawings. E. Auxi l i ar Switches: Provide auxiliarye q ui pment control 1 �. switches, trouble acknowledge switches, silence .. �� �� � ., � ed �status� indicating � for�.ence : • �, , ouble �ac�nou�l g drill an switches with labeled i ating lights each switdh ti L SEPT 1996 POLICE DEPT ADDITION & 'REMODEL, TIOARD G .v ' "/ M J 4 • V • • a1 2. 04 INITIATING DEVICES Nr . A. Manual Stations: Semi-flush polycarbonate double or single action as directed, with auxiliary contacts, color ' as elected by the architect. Stations do not allow closure without keyed reset. Glass break only where specifically noted. Glass break stations allow testing without breaking glass, provide spare glass. Similar to Notifier LGN/LRG Series. 13. Photoelectric Detectors: Rate-compensating fixed sensitivity with self compensating circuitry and auxiliary relay contacts. Provide integral self restoring thermal element mated at 135F. Visual,° indication of detector 1 actuation. Led source multiple cell. 360 degree smoke entry, functional test switch, 2 and 4 wire operation, 900 square foot coverage, in sect screen,een vandal resistant locking feature. C. Ionization Detector: Dual chamber degree smoke entry, t o� r: D er 3 6 0 de ree visual latching operation indicator, insect screen, field adjustable sensitivity, test switch, tamper resistant, } solid state voltage regulation,� integral 135 degree ree rate �. compensating` thermal element, auxiliary relay contacts Sri 4, D Wire Guards: Seven inch diameter chrome steel round guard.. Provide where detectors subject to abuse, where noted on the Drawings, and where required by code. ,1 E. Detector Bases: Non addressable bases 2 or 4 "wire as required by system or as directed. Compatible with twist Took smoke or heat detection devices. gi • 2.05 ANNUNCIATORS A. Standard remote Annunciator: LED current limited flush or surface mount as directed, zone capacity as required by zone schedule. Red alarm and yellow trouble light, lamp switch, n buzzer, buzzer silenced LED actuated by buzzer silence switch, English language identification on annunciator by zone name, i.e. "Second Floor Smoke Detectors° ,` not toZon 1�'e Drill inch key r 5m , e activation and reset switch. Minimum size 12 inch by 12 inch tabilized le�a or equal face plate, back ch w i h UV ri box, and signal modules. Self-contained suitable for wet location where located exterior. [H: P 1:996 POLICE DEPT ADDITION D 16721 - 6 DEPT N" & REMODEL,FL, Z!IGARD • r % 2.06 BATTERIES AND CHARGING SYSTEM � .� Loss .of normal A and emer enc y p ower automatically cause the e system to transfer to battery power. Indicate battery power operation by a yellow lamp and audible annunciation at the control panel, with sequential pulse signal. Upon return of the system power, unit recharges batteries to full capacity and maintain battery on float charge. B. Provide storage batteries of sufficient capacity to ' If operate the fire alarm system under normal supervisory ' condition for 24 hours and operate alarm signals for 15 minutes at any time during the 24 hour period. Provide trickle charge adequate capacity to maintain the battery fully charged with automatic rate charge. Provide batteries, sealed gel cell type. Place batteries in a separate, locking cabinet manufactured for the purpose. ° Do not install cabinets or equipment below the battery'. cabinet. Do not locate cabinets in ceiling space. 2.07 INDICATING DEVICES A. Strobes and Horns: Provide quantities and locate to v- i provide minimum sound level of 15 dBA above building ambient in all areas. Rate strobes and horns between, minimum, 81 dEA and maximum 100 dBA at 10 feet in an aneohoic chamber on an A-weighted scale. Provide all interior horns and strobes with ADA approved strobe. At , . exterior locations provide minimum 8 inch diameter strobe. Strobe and horn locations shown on the Drawings are to be n p. Y Y ray.rded, in addition to those required to meet minimum q r to bu ilding arch tectur a� and acoustical characteristics and provide, in addition to . devices shown, all required devices to satisfy all local and nr s ta s/feder a 1 Minimum audibility t y re uirementse Provide device layout on full scale Architectural Drawings showing code approved horn/strobe layout during the R submittal phase. Provide tests in the presence of the local fire authority and the architect, to prove , ' strobe/horn quantities and locations meet minimum Provide ,� and install additional rQbes requirements. airs strobes/horns/horns req` d as a result of these tests without additional costs. White ' Asher Strobes: W1ni diffusers red letter ADA and UL F E F l s y A f 0 , , raMe flas�, flash � rate� per Synchronize strobes��. as '�required by 1a.D,A. to prevc..,nt seizure � � �� � � �. reactions: , • SE PT 1996 POLICE DEPT ADDITION & REMODEL, T IG�FD 16�2 I - 7 t �y r I . • Yw� PART 3 EXECLTTION • 3. 01 INSTALLATION t; A. Obtain.approval of system design from,fire aUthority prior ,,;'I to installation. Do not begin installation without approval from the authority having jurisdiction. B. Fire alarm conductor terminations in control panel and annunciator panels on terminal strips with separate point for each conductor number. All such. strips identified as f shown in wiring diagram attached to inside of door of control panel. Connect wiring neatly to terminal strips. c . Connect clip with nylon cable straps or lace with just t � cord. Set up termination of cabling shsi the system may be isolated orshorted out for servicing. C. From fire alarm control panel, make connection to motor control centers and related equipment as required for fan system control. 3.02 WIRING A. In accordance with manufacturer's instructions and as required by authorities, provide all wiring, conduit and - outlet boxes required for the erection of a complete System as described herein, as show n on the Drawings, and as required by governing authorities. ' B. Provide all wiring to meet the requirements of all • national, state and local electrical codes. Provide color Tt coded• wiring as recommended and specified by the .. acturer, minimum size number 14. All wires tagged manuf , 'res to ed at II junction points and be tested free from ,grounds or • all junction � �'r from grow •fl • crossed between conductors. Over all junction boxes "" labeled and exact position and label noted on the Record • Drawings. • C. Provide all final connections between equipment and the I Wiring _s- ;stem' approved by representative_. ` of the g y proved b a manufactures SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGA1 D 16721 8 I i , I ; J ' I 3.03'_ SYSTEM VERIFICATION A. Upon completion of the installation, subject the system to operational tests and when all necessary corrections have been accomplished, advise the Architect who will schedule final inspection test with the Owners Ensure the connections to the fire alarm system have been in service �. for at least 10 days prior to the final inspection. Furnish all instruments,r m.ents labor and a er m t ia:ls required for the, tests and a qualified technician to conduct the tests. Correct any deficiencies found at no cost and system retested as necessary, prior to final acceptance. Tests include the following: 1. An operation of each signal initiating device (all smoke detectors, heat detectors, pull stations, �I doors, process and facilities control sequences) . 2. An operation of each indicating device (alarm horn and alarm lamp) • 3 . Operation of all features of the system under normal operation. 4. Operation of all supervisory features of the system. 5. Operation of all features of the systems on standby power with primary power off. .` � control memory. 6. Documentation, by download of contr 1 panel memo D. Upon completion of the installation of fire alarm equipment, provide to the Architect a signed, written statement substantially in the form as follows: "The undersigned having been engaged as the. Electrical Contractor on the facility confirms that the fire alarm equipment was installed in accordance with the Drawings, Specifications, wiring diagrams, instructions,, i directions provided by the manufacturer, and requirements of the governing authorities" . . 3 . 04 EQUIPMENT DEMONSTRATION AND PERSONNEL L TRAINING A. At the direction of the Architect the equipment supplier of the system will provide factory trained d representative system m to demonstrate the operation � of ��:the ��fire � a larm ste � I • equipment and to instruct the Owner in its operation: .• ., . Provide name date o s and of instrur cion � prior to final �nal acceptance. if 1 I I 1y1y 1• I , POLICE DEPT ADDITION &. REMODEL, TIGARD 16721 SEPT 1996 �, - 9 • 3.0.:5 OPERATION AND MAINTENANCE MANUALS s 4ww0 A. Provide three sets of manuals to the Architect prior to acceptance. , p Provide manuals containing profession al s,, developed Record Drawings, battery type Wand battery 1 calculations, spare parts list, operating procedures, , q • trouble shooting guide, program printout, data, file on � I, `I disk and a one year warranty agreement including parts and labor. Warranty period begins upon the date of final acceptance. ti END OF SECTION • • 1 I ' • I r' A I n SEPT 19 POLICE DEPT ADDITION� St REMODEL, I'IGARI7 16721 - 10 '1(, I `1 a • ■ SECTION 16906, .. OCCUPANCY SENSORS PART'. 1 GENERAL 1.01 SUMMARY A. Related Sections: Section 16050, Basic Materials and Methods. 4. 1.02 SYSTEM DESCRIPTION TION A. The occupancy sensors shall sense the presence of human activity within the desired space and control the on/off function of the room lights automatically. i B. Upon detection of human activity by the detector, initiate a time delay to maintain the lights on for a preset period of time. Field adjustable . time delay setting from 30 i ' seconds to 15 minutes. C. Sensors shall have factory set PIR sensing sensitivity for maximum sensitivity. Provide time delay at ten minutes. • D. Install system in accordance with manufacturer's , recommendations and instructions. E. All line voltage sensors, control units, and relays UL listed. 1.03 SUBMITTALS tr 4" A. Provide on reproducible architectural floor plan layout of sensors indicating their sensing distribution. y B. Provide wiring diagrams rams i ndicatin low j y n g w voltage v g� and line ;; voltage wiring re+ uirements• 4' PART 2 PRODUCTS 2. 01 PASSIVE INFRARED SENSORS GENERAL infrared sensors s detect presence, z 1 P hall � ' +fra deter I in the, ' The passive ..:.trolled A. red se' or floor area being controlled, by detecting changes in the II `' Infrared energy. Detect small Movements such as when a rare' �- gy e �; . u a writing while ski '� person is g seated at a de Provide a temperature erature:comp ensa.ted dual el �' Pr p p element a multi element freSnel and sensor e el' men sPns an lens. ' SEPT 1996 POLICE DEPT ADDITION tt REMODEL, TIGA RD 16906 = a w , q _. • +�� nib' 1 C. The sensor shall utilize DIP switch adjustments for "on mode operation, delay,, time dela y and sensitivity. I•r D. Provide a daylight filter which ensures that the sensor is ,,y. insensitive to short-wavelength infrared waves suo1i as r, those emitted by the sun. : ' The sensors not to protrude more than 1-1/2 inches from t 'M the wall or ceiling and should blend in aesthetically. F. Conceal adjustments and mounting hardware under a 'Y:' removable cover to prevent tampering with adjustments and hardware G. Low Voltage Sensors; pr 1. Sensor shall provide coverage to completely cover e . o pe d area. the controlled 2. Sensors shall operate on 24 volts DC power. ' 3.,: Sensors shall operate remote power switch packs. 4. Sensors can be wired in parallel to allow coverage +, of large areas. g � .; 5. Manufacturers: The Watt Stopper CI Series or approved. H. Wall Switch Sensors: 1. Three hundred square feet area coverage, with a ' field of view of 180 degrees. 2 . Two wire plus ground wire complete-Ay self-contained sensor system that fits into a standard single gang ; 0 box. Internal transformer power supply, a latching dry contact relay switching mechanism compatible with electronic ballasts, compact fluorescent, and inductive loads. Triac and other harmonic generating devices are not allowed. 3 . Rated to switch loads from 0 to 800 watt it andescent ur fluorescent 120 volts and 0 to 1000 watts for 277 volts 4. Provide adjustable daylight feature that holds lighting "off'° when a desired footcandle level is present. 5. Provide integral off override switch with no leakage current to the load or ground. • 6. Pro. de hard 1.0 mm po' ly 1R2 lens, soft t Lens' is not ptlr The Watt Stopper WA Series,acce 7. Manufacturers: pp eS� or ! , approved. SEPT 1996 POLICE DEPT ADDITION & REMODEL, �; • TTGAFtD 16906 2 � . 1 • ,\) PART 3 EXECUTION 3 I�1ST�,I,L�.a TON it .0 1 Z A. p y Install occu-occupancy sensors as directed by manufacturer's instructions. Complete all electrical connections to all control circuits, occupancy sensors, power supply pack and Y�� � � low voltage wiring. � � � � �� � � � , . B. Verify with manufacturer's representative that the sensors , are laid out in compl ance to manufacturers published sensing distribution. Provide additional sensors for complete coverage of the space being sensed. 3.02 QUALITY CONTROL '' A. Use manufacturer's published, testing and adjusting procedures to adjust sensors time delay, daylight sensitivity, and passive infrared sensitivity to the satisfaction of the Owner. END OF SECTION F n • . t . IL • l'_ 6 SEPT 19 9 6 POLICE - 3 k, � � � � �� `ICE D�►PT ADDITION � & REMODEL, Z IC1�Rp � 1�9 t3� � ��, I , POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. a1. ,hv►;. •' > A , . 1 4 1 0.; J than 1 use by �riare 10 t"�� b r id e 11 i . `n Can �� �a An increase an the floor area proposed for y .r. percent,excluding expansions under 5,000 square feet. The net floor area increase will not exceed 10% or 6,000 square feet. 9. A reduction ticin in the area reserved for common open space and/or usable open space which reduces i i app the � en space area below the minimum .:, p' p niiirii��i rewired by this .' code or reduces the open space area by more than 10 percent. There is no open M y u space requirement for a comrriercial development, therefore, this criterion does not apply. 10. A reduction of project amenities (recreational facilities, screening; and/or, laridscapiri provisions) below the a inimtim established by this code or by more than 10 percent where specified in the site plan. The proposed espresso cart will be ,, ; existing courtyard area, however, the reduction of 128 square feet will located withir�>i 9 an not reduce the r j p oleo arnenities by more than 10%. , .y. 11. A modification to the conditions imposed at the time of Site Development Review approval Which are not the subject of Section 18.120.070(B) 1 through 10 ailove. . • The proposal will not violate any conditions imposed at the time of the origiria, Site Development Review (SDR 29-84). Therefore,this � determined modification The Directors request is detet�rniried fe be a minor rriodi�icatpon tc� an existing site. ; :. designee has determined that the proposed minor modification of this existing site will promote • • the general welfare of the City and will not be significantly detri,rnerntal, nor injurious to surrounding properties provided that development which occurs after this decisi on complies with all applicable local, state and federal laws. . , THIS REQUEST HAS BEEN APPROVED SUBJECT TO THE FOLLOWING CONDITION: . 1. A building permit�" �' for the structure shall be obtalnede Please provide a copy of this letter ' � . . gp when applying for/obtaining your permits. if'you need additional information or have any questions, please feel free to call me at 639 4171. Sincer y, , . P /*V./A/11.— 4/1;i/ /eZ*t . " .. . i Julia Powell Flajdul< i ., Associate Planner , h\curmp n ulia\minmothe sresso.dac r Enclosures (2) t, c: SDR 29-84 land use file, Bill Monahan, City Administrator, d Community Development Director, Bob Poskkin, Plane Examiner a �� Jim Hen ry�c, ty p 10/31/97 Ka+h,mile Letter Page 2 of 2 d RE: Modificatlerl Request �+ Approval of Espresso Cart I. . 1 tr * f ttiA,I :11 9 if . 1'12'1 ,1r;I y 66 �g y, �;� N(,•� yy,, y r�m1f�'i'4 1�Mt§�•q E py k;.ekµ, " ML, {,,.+s_ '}_ 1� N n.a �. October 29, 1997 R ' t Ms. 'Julia.Haj•d ' City of Tigard 13125 SW Ha11 Blvd• . . . '' Dear Julia . . '� s is ariapplication fuz a inci Modification to A. r ire l pp o d Plans or ,' , d° Existing Development. It is for the placement of an 8x16 espresso cart in the „, ` northeast corner of the court...and between City Hall�' m. � •ty l and the City Library. :; T. The placement of this cart is in compliance with a contract with the Friends of the Library and does not meet the criteria for a Major ' ,, Modification. It does not require that any of the 11 changes listed in.the , Tigard Municipal Code Section 18,120.030 under determination for. Major , : . , Modification occur with the proposed placement of this trailer. Since the , r,4 customer base will be the normal patrons of the library auud city hall so no traffic impact can be anticipated nor should a traffic -npact study be required d.�. r.' I h9,ve already paid the $100 fee and appreciate your consideration of this matter. A Sincerely, ` ri x. , Kathy Lile, Proprietor {, Between Chapters ,. . , , r. ' ��s r „ t , c-i'\NN,J,...\/,,,,,),A,,,,, X\f\o'&*04.1, (,,,,!_ ii„.....,,,,,_ `ti ' x °1: . ',,„,v,,,,).-A,) Le-..\?e,,co, I )"')-4`4`11*".' '"‘"'''''' . 1- 4) ',k-t,,,,. 't\,,, * ..,,,, ., . ." Ir n r •. i, r, ,,, , . , , , , , n . ., M •tf F' I s I y . • • Ut li , y ' $ • fit. , • p. • • , • I t I, It I ••• C � I 1 I, I 1 • 4 I m ; ( 4 r.. - ESPRESSO TRAILERS ARE APPROVED FOR THE STATE'S OF OREGON, WASHINGTON AND IDAHO. ,`hG,' 1 . I ' • , SINK SERVING AREA , � ,,,;w. SINK \\ ) a r HITCH $ COMMERCIAL : , ♦., REFRIGERATOR c DETACHABLE r, • I , @3 OPTIONAL OPTIONAL L I • •. REFEI4 IREMAKEfi SERVING AREA WATER ';` • XRXR A;R.R'ugnx 16' * 41 -1 t STANDARD FEATURES INCLUDE: OPTIONS INCLUDE: .'•F'. R-11 INSULATED WALLS AIR CONDITIONING ' • R-19 INSULATED CEILINGS VINYL SIDING T-1-11 SIDING PRIMED • METAL ROOF 3—TAB COMPOSITION ROOF GUTTERS 60 WATER 0 GAL. FRESH TEP; TANK SKIRTING PACKAGE 70 GAL. HOLDING TANK PAINT TWO COLORS 20 GAL. WATER HEATER ELECTRIC HEATER •• TRIPLE STAINLESS SINK ICE 10.KER .•I. SINGLE STAINLESS SINK ESPRESSO MACH. t. WATER PUMP 3.3 G.P.M. CARPET LINOLEUM FLOORING MINI BLINDS ,, . SAFETY GLASS AS REQUIRED STEREO SYSTEM ♦ 1,,f.'':'. .' . 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